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0163 ESTEY AVENUE
Co ? tee. s - o�sa A41 G TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 30 19 7 Health Division 9�2 (� Date Issued Conservation Division Application Fee f , [to(�1 � b Planning Dept.�r Permit Fee //Date Definitive Plan ..Approved by Planning Board Histori)-4)4W _ Preservation/ Hyannis Project Street Address Village M� 6k►Jll7 �S Q Owner A `U1,0 ©s7,6,R Aje Telephone_%A Permit Request r ,-(< r a .-� o-t w a J s�� A 4") Ar 4� 0 Square feet: 1 st floor: existing It 2 3propbsed Z 3 2nd floor: existing 0o proposed D/ �Total new ZZ Zoning District Flood Plain Q Groundwater Overlay Project Valuatio 00 poo Construction Type W f— Lot Size 731 Z Grandfathered: ❑Yes )§-No If yes, attach supporting documentation. Dwelling Type: Single Family f Two Family ❑ Multi-Family (# units) i Age of Existing Structure Z S Historic House: ❑Yes -U:No On Old King's Highway: ❑Yes _VINO Basement Type: .Full ,;Crawl ❑Walkout ❑ Other 2 61\ q2A E 't Basement Finished Area (sq.ft.) ) 1 2 3 Basement Unfinished Area (sq.ft) C Number of Baths: Full: existing t new Half: existing new O Number of Bedrooms: existing 4 new Total Room Count (not including baths): existing (o new First Floor Room Count 3 Hegt Type and Fuel: Jb-Gas ❑ Oil ❑ Electric ❑ Other Central Air: 2(Yes ❑ No Fireplaces: Existing ` New 2 Existing wood%coal stove: ❑Yes,,9No � : Detached garage: dexisting ❑ new size 1 Pool: ❑ existing ❑ new size _ Barn: existing i:,U new size_ Attached garage: ❑ existing 0(new size shed: ❑ existing ❑ new size _ Other: 1�R�VL- {1�1 O E6Z .Qffi �- c� Zoning Board of Appeals Authorization �Appeal # Recorded �• Zr llfl2C o �.:-� m Commercial ❑Yes *0 If yes, site plan review # Current Use 1,0/0 Proposed Use Z b /O APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name �" ' ► R V RraA Telephone Number .509 9 987 ?7 3 Address 4_0 License #C O$ � 7 2/ SH T�L�L� MA , O 2G0 Home Improvement Contractor# Email O-W-A Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO L k Ca �N c l 9_« t'i t 5- SIGNATURE 77 DATE Z "f12, ,. - FOR OFFICIAL USE ONLY APPLICATION# f DATE ISSUED MAP/PARCEL NO. t ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: - ROUGH FINAL FINAL-BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. AV --- Client#:46422 2LOCKSBA ACOR& CERTIFICATE OF LIABILITY INSURANCE 11118/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED. REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling 8 O'Neil Insurance Ag P"�"N,Fit 508 TT5-1620 N,).5087781218 9731yannough Rd,PO Box 1990 eaxAlL Hyannis,MA 02601 ADDRESS` 508 7754620 INSURERS)AFFORDING COVERAGE NAIC 3 INSURER A:National Grange Mutual Insuranc INSURED INSURERB:Associated Employers Insurance Locks Home Improvements,Inc. 116 Compass Circle INSURER C: Hyannis,MA 02601 INSURERD' -:A INSURER E: INSURER F- COVERAGES CERTIFICATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND*CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER SDI YY POLICY E7TP LIMITS A GENERAL LIABILITY MPT53351- 1010N2015 10IM016 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISESoawrenoe $500,000 CWMSa1MDE OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOPAGG $2,000,000 POLICY JE LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS 1'er accident—d J UMBRELLA LIAB f::�OCCU EACH OCCURR.EI-JCE $ --' EXCESS LJAB $AGGREGAT.E;�,^� $� '; DED RETENTION$ B WORKERS COMPENSATION WC STATtly AND EMPLOYERS'LIABILITY WCC50050125302015A 0/04/2015 10/04/201 X S OTH- _ - ANY PROPRIETORIPARTNERIEXECUTIVE Y I N ER OFFICERIMEMBER EXCLUDED? a N l A E.L.EACH ACC DENT `500,A (Mandatory in NH) E-L DISEASE-@ EMPLOYEE I yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-VOLICY LIMIT -$500,( DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the.policy provisions. CERTIFICATE HOLDER CANCELLATION Cape Cod Remodeling LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DE VERED IN fI PO Box 2416 ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,MA 02649 AUTHORLEED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S161089IM161088 CBD Gk 29085 Po 234 �40046 08-20-2015 & 10 a 45cx ' Town of Barnstable Zoning Board of Appeals Decision and Notice Variance No. 2015-031-A-Guarco §240-91(H)(3)(b)—Maximum Floor Area Ratio Requirements To demolish & rebuild a single-family dwelling on a lot less than 10,000 sq.ft exceeding the maximum floor area ratio requirement Summary: Granted with Conditions Petitioner: Anne Guarco & Brian Guarco �AE;�:,+'S ABLE TOWN CLEIRK 70 Day Street, Granby, CT Property Address: 163 Estey Avenue, Hyannis Assessor's Map/Parcel:, 306/197 �1015 TULLt Pm*,1!0 Zoning: Residence B District Hearing Dates: June 10, 2015 & July 8, 2015 Recording Information: Deed: Book 27646 Page 149 Plan: Book 70 Page 43 Background & Relief Requested In Appeal No. 2015-031-A,Anne and Brian Guarco proposed to completely demolish an existing structure and rebuild a new 2,216 gross sq.ft, two story,four-bedroom, single-family dwelling. The Applicants sought variance relief to allow a structure in excess of maximum floor-area ratio requirements. A dwelling with a floor-area ratio of 41.6%was proposed; the existing(and therefore mazimum),floor-area ratio was 32.9% Appeal No. 2015-030, a Special Permit to allow the demolition and rebuilding of a residence on a nonconforming lot containing less than 10,000 square feet,was made and considered concurrent with this request. That relief was also granted. The subject property contains 7,392 sq.ft, of which 5,329 sq.ft is upland. -The western portion of the,property contains a bordering vegetated wetland and a coastal dune. It is located in a FEMA"AE"flood zone with a base flood elevation of 13; the property falls within a"Coastal A"zone. The property is served by public water and sewer. The property was improved with a 1920's single-family cottage and a one-car garage, attached by a covered breezeway. The Assessor's records indicate there is 1,128 sq.ft of living area and 3,103 gross square feet; the Applicant's architect conducted an independent evaluation-of the gross floor area of the structure.and established a figure of 1,753 sq.ft. It was an 1% story wood-frame dwelling, nonconforming to current setback requirements. The Barnstable Historical Commission approved the demolition of the existing structure on March 18, 2014, finding the dwelling was not preferably preserved. The Conservation Commission approved an Order of Conditions for the proposed project; 860 sq.ft of plantings are being provided to mitigate construction within the 50 foot buffer. Procedural & Hearing Summary Appeal No. 2014-031-A for a Variance from the floor-area ratio requirements of§240-91(H)(3)(B)was filed at the Town Clerk's Office and office of the Zoning Board of Appeals on May 14, 2015. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 10, 2015 and continued to July 8, 2015 at which time the Board found to'grant the variance subject to conditions. Board Members deciding this appeal were Brian Florence, Alex Rodolakis, George Zevitas, Herbert,K. Bodensiek, and David A. Hirsch. On June 10, 2015, Attorney Eliza Cox represented the Applicant before the Board. Also present were Brian Guarco, Michael Guarco, Richard Avery, architect, and Kieran Healey from BSC Group. Attorney Cox reviewed the existing conditions of the property and structure. She noted there were structural concerns with I the existing dwelling and that it was in the floodplain, making renovation and expansion prohibitive. She . reviewed the proposed dwelling and the required figures for coverage, floor area and height, noting they were seeking relief from the floor area ratio. She reviewed the existing conditions on.the lot, noting the topography Town of Bamstable.Zoning Board of Appeals—Decision and Notice Variance No. 2015-031-A-Guarco and wetland resources. The Board questioned the Applicant about the total height of the building and the mass of the roof structure. Public comment was requested and Greg and Donna Lapsley of 181 Breakwater Shores Drive discussed the increase in height of homes in the neighborhood. They also discussed the project's impacts on the public Way to Water and Estey Avenue. The Board Chair noted that letters of.support were submitted to the record. The hearing was reopened on July 8, 2015. Eliza Cox and Richard Avery presented new elevations to the Board,which reduced the total height of the dwelling by five feet. The Board noted that it was a substantial improvement and more in keeping with the neighborhood. , Findings of Fact At the hearing on July 8, 2015, the Board unanimously made the following findings of fact for Appeal No. 2015-031-A, a request for a Variance from the maximum floor area ratio requirements for a demolition and reconstruction: 1. In Appeal No. 2015-031-A,Anne and Brian Guarco sought a variance to§240-91 H(3)(b)and§240- 91 H(1)(b)[2]for relief from maximum floor area ratio requirements for the demolition of a nonconforming single-family dwelling and reconstruction of a dwelling which exceeds floor area ratio requirements. 2. The property is located at 163 Estey Avenue, Hyannis, MA as shown-on Assessor's Map 306 as Parcel 197. It is located in the Residence B Zoning District 3. There are circumstances relative to shape or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located. The shape of the lot and the presence of wetland resources limits the buildable area of the property. 4. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner. The existing dwelling is in a severely deteriorated condition and is located in a flood zone; to be required to renovate and expand the existing dwelling would be a hardship to the applicant. 5. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. The new dwelling is proposed in greater conformance with setback requirements, mitigation plantings are provided in accordance with Conservation,Commission requirements, and the dwelling was designed to minimize height and in keeping with the character of the neighborhood. The vote to accept the findings was: AYE: Brian Florence,Alex M. Rodolakis, George T. Zevitas, David A. Hirsch, Herbert,K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Appeal No. 2015-031-A, a Variance from the maximum floor area ratio requirements, subject to the following conditions: 1. Variance No. 2015-031-A is granted to allow the rebuilding of a dwelling at 163 Estey Avenue in excess of maximum floor-area ratio requirements. The floor-area ratio of the dwelling shall not exceed 41.6% of the lot and the gross floor area of the dwelling shall not exceed 2,216 square feet. 2. The dwelling shall be constructed in substantial conformance with the plan entitled "Plan to Accompany a Zoning Board of Appeals Filing at 163 Estey Avenue"dated April 30,2015, last revised June 5, 2015 drawn and stamped by BSC Group; and the floor plans and elevations entitled "Guarco Residence"dated (revised)June 28, 2015, drawn by Hartford &Associates, Architects.. 3. Prior to issuance of a certificate of occupancy, a certified as-built plan prepared by a Massachusetts' licensed professional land surveyor shall be submitted to the Building Commissioner to confirm the lot coverage and floor area ratio of the dwelling conforms to the conditions of this decision and Appeal No. 2015-030. Page 2 of 3 I Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No.2015-031-A—Guarco 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the footprint or square footage of.the dwelling or construction of accessory structures is prohibited without prior approval from the Board. 5. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 6. Any conversion of space currently determined to be uninhabitable into habitable space is prohibited. 7. This 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 of a building permit. The rights authorized by this variance must be exercised within one year, unless extended. The vote was: AYE: Brian Florence, Alex M. Rodolakis, George T.Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Ordered Appeal No. 2015-031-A, a Variance from the maximum floor.area ratio requirements for a reconstructed dwelling on a nonconforming lot containing less than 10,000 square feet at 163 Estey Avenue,'Hyannis has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty 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. -1 1 � Brian Florence, Chait Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of FLU/ under the pains and penalties of perjury. Ann Quirk,Town Clerk a 1U. o1r c'�P •W 1- ;q ,e 'own of Barnstable ���• = Assessing Division �E16 - 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 Jeffery A.Rudziak,MAA FAX: 508-862-4122 Director of Assessing ABUTTERS LIST CERTIFICATION May 21, 2015 RE: Adjacent Abutters List For Parcel(s) : 306-197 163 Estey Avenue Hyannis, MA. 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. -J �1 Board of Assessors Town of Barnstable 1 ttterReport Page 1 of 3 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '306197' 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: 28 ® Close Map&Parcel Ownerl Owner2 Addressi Address 2 Mailing Country De CityStateZip 306145 LAPSLEY, GREGORY G&D LAPSLEY FAMILY 181 BREAKWATER HYANNIS, MA 27: D&DONNA E TRS TRUST SHORES DR 02601 5804 BABCOCK RD., SAN ANTONIO, 306146 HENNESSY, MARK #385 27`• TX 78240 306149 GUARCO, MICHAEL 7 BAYBERRY DRIVE EAST GRANBY, 40: B&EILEEN CT 06026 306150 GUARCO,JOHN P& 74R DAY ST GRANBY, CT KAREN E ET AL 06035-2900 28. 306151 CARPENTER, 18 HALLWOOD CHESTNUT HILL, 18E ROBERT ROAD MA 02467 306152 SCANLON, MARTIN 133 BREAKWATER HYANNIS, MA , MWEANNETTE M SHORES DR 02601 14. 306153 HAVLICEK, BETH E 24 BEECH RD WESTON, MA 45E 02193 306164 ROOS, MIRIAM G %CAUGHEY,THOMAS. 6 SPRINGDALE WELLESLEY,MA 99, D&ELAINE L AVENUE 02481-3222 306165 CARPENTER, 18 HALLWOOD CHESTNUT HILL, 18E ROBERT] ROAD _ MA02467 306193 HILL,THOMAS G& 126 EASTBOURNE NEWTON, MA 86: MICHAEL C ROAD 02159 ANDERSON DAVID 15 TRUMAN DRIVE 26S 306194 � NORTH EASTON J &CLAIRE M MA 02356 306195 LACOUTURE,PETER C/O ROBINSON& ONE FINANCIAL SUITE 1430 PROVIDENCE, RI 73; V&PAUL M TRS COLE PLAZA 02903 306196 WYLIE, PAUL S & 9819 DEER BROOK CHARLOTTE, NC 15: KATHERINE M LN 28210 306197 GUARCO, BRIAN V& 70R DAY STREET GRANBY, CT 27E ANNE D 06035 306198 GUARCO,JOHN P& 74R DAY ST GRANBY, CT KAREN E 06035-2900 28. 306199 GANNON, DAVID P 125 ESTEY AVENUE HYANNIS,MA id: 02601 306200 VALLE,VINCENT& 473 BAYSHORE NOKOMIS, FL 25E LINDA ROAD 34275 306201 KDETTLEWELL,JOHN 11 WOODLAWN AVE NEEDHAM, MA 10: 02492 306204 SOUTH HYANNIS 7 BLUEBERRY LANE WESTFORD, MA 26� REALTY LLC 01886-2780 306220 MAHAN,JOHN J & MAHAN FAMILY 48 BREAKWATER HYANNIS, MA 25: JOYCE A TRS TRUST SHORES DRIVE 02601 306285 CIRCO,JAMES D 8320 WOLFTRAP RD VIENNA,VA 12' 22182 323011 HEALY, MICHAEL P 211 DALTON RD HOLLISTON,MA 71! &CATHERINE C 01746 http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 5/20/2015 AbutterReport Page 2 of 3 323012 PURCELL,DAMES E 99 HAWES AVENUE HYANNIS, MA 26( &KELLY M 02601 324005 BARNSTABLE LAND PO BOX 224 COTUIT, MA 20: TRUSTINC 02635 324064 GOLDIN, DINA 45 BENCLIFFE CIR AUBURNDALE,MA 02466 14: 324065 BONNER, KATHLEEN 5 OTIS PLACE, UNIT BOSTON, MA 92: M G 02108 324066 CUMMINGS, PAUL 21 CHEQUESSETTE READING, MA 24( ROAD 01867 I http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 5/20/2015 AbutterReport 1 Page 3 of 3 324112 GOLDIN, DINA 45 BENGLIFFE CIR AUBURNDALE,MA 02466 14238/271 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 5/20/2015. i I http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 5/20/2015 Town of Barnstable Geographic Information System May 14, 2015 306173D09 306177002 363142 324059 3�77001 #35� #40 #209 305131 3#67X #27 #34XI 366159 951 308129 fir#51 14* #4G - 324061 VE 306143 #74 N a 306 168 fNaR� 30615�8 �#54 #1� 306130 3M172002 V 591 A #61 #15 via 306172003 �(� „� •306144 ,ti 4 6 1s 30 3008 .....17 30G G .. .Vf 1 7 3 OD 30622 ...Ar 5 y 324062 306226 (� wr 306,45`!: i= :} : `•:` :i•'.` :::' ': ;:?:;:.'•.:.'•:.. #881r 324058 306172001 #75 (; 306166001 =:f.:`•ii;::i ::•:;':: r:..:::::::.: ::i;.:;:::::: #4S 964 is 324005���;•'•��. •:.. 4z 306227 ;., �; �#113: 324063 324069 `' �,:: 83 306173004 3D6166002 `#74 306238 #84 .: ?!. .i�;r. �l• v %r};;. i.i:.::lfr: /•• = r .'rf:n :fN:i- ter; ..:.i .i. i. %:: "-i,jf>;,:.• {::�'::., �•324D64'•.. 324068 % ::frN'•'y.4i min. rJ r. }i u;1.r�.� F. K: :. :. r,' .>.. :9 21:.r r i..•., ::4 .... :•....:: If 22 Sim • #97 r.r��.::y•y!r;.._ 14 306167 i::_i%/,y''•„'ii,�),,✓�.%<•+•"!ri!:�tf;^.,y,+',i'`�'%Jtr,:.5;,;.,:i '1:,�i;y, i 1^:r�Y>306173005 •;. ,• 324075 - I` (:ice':{'r-'. %: Y::/.. #23 306163 '306#.6TY% ' .'� ri:'<'r.:1,.y :f;: rf:.., r , y. J, t% %;' .iit(a; •..- .i '•rr ::ll,,•J, y..r /� �•.if' S• }�, ,y� .'ri �;;..;; yr'.c. i � ► #100 :rk 14 . - i:v:t? 6 wr'!rn-;rx%r.lilt;r: lii•�:/t r.' ,s'dOB1� �:. : �$••%i�i i•;': ::�3.i?1 •;` Ci 32#4 102 6 7 32410 3306156 367306 #105 lic fE#61 XM� 4-112 :: ,;: h'.i a i>:5'•:.':>r•rr',._f,. ..i,/,: r,. :>ii:, >!�;% i':?• k10.D 6306'204 ii(:'•`32#490066: 'r 324078 324104 GO •74 .. •�f 0B 06173001 rr 3 40 %% % './.-! :•'{.ii°+..:ail F•.,:.!<,, 'j 'ii,:il. �'.:�N. �'��' ...,;t;.,.•,� #54 Izz !�. :;ems r..�ti•G:ir✓v> i',:icy'.-,`•r rf .7" �'•�':: it ,..� r%.' �...I...t• ��t....�,. �:::.;. ` rJ;;, :J,, �l:i%�,.'�ra'F�Y-, ''i'. /:. .,•j.%i ,/ C ti, (.,,:r r':4in.',. 306155ri'< 306173007 '>•i:l r- ` `•i c•;- " r' :':'• .:� ,.i. #100 306154 '306.)53;: /; fril�r: '"r'•i, %': r•!! .: Y,r .• #119 :#,1.Yr,7' '�.�-'' '3, �% �. �, r.�•::r�:^' ..; �::.'4bG;f�3,:• .�%,. ...: .:: 323010 �It. r,'ubG:$ :.r.,- ', r�{ 323005 �' flt;:: �',5' 'i< ''=% y.; ;.t,. #9, 323009 i.' :�r..,.r;;'#'¢-, .f:,, .�: '/.•`.�'%' ,Y�fr.;._:.:i�] •a0fi1J4. ,•�.�.:%?,;�% #81' 323008 •#51' �'ri:''r':!1:c .,��f y:r. ',..:.;is;i'-•• ,yYri:;: .a�I<y,ri • 323007 , r,:7:. :i.• :•%•: +:li. ':"% ':rj r.r¢,.•4 .7:�;.:.: '. %t5$f::..,r r;-•>:r i #71323006 •i:%.'.;. .'ii:`.•�:i %ir';i':;ii;. :r4:r,•/f,::�!•l.�iii1•'Y,::•;i::�: :�.r,-�l f'l r3�•^' ;•%ff%.! -; 1r:Y.:�r:•%•;%r'i.:-i�ic�,%: a^d i^: %�.:::i .,.rs' .G�.,:;rr.,,,. #57 .;.%.•,' �' ri:.:%r�,• :/. ;!%�`�!. •f t.,:�•,;r,;j.,!'iti i{: :;v fir_:f 306191 %!„%'ii.;,:%::!. ;•%�:.�.�!�`.,•.%/%:�:/i`%r,'%,i:.. •if;f ..1�:'. .,fir #465 ii.i{:. i' :'=iri..;,ii i:} iii/.,:::;;i: :a i :... 'r ,.y,is :ii"ir 323004 . ''r�!•'i:r,%!%;1'��Ji%%�%:!i:'iJ%% %i .:I%rii: 1,.;%!!/i:f%i''i}ji:ii:`1::.:�, 951 0 80 Feet DISCLAIMERS:This map Is for planning purposes only.It is not adequate for legal Map:306 Parcel:197 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 Assessor's tax parcais. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters :- E boundaries and do not represent accurate relationships to physical features an the map properties within 300 feet ring of the subject lot. such as building locations. Buffer 1. v - � �-lilt.•FCi,- , .._ � LEGAL NOTICE q . �s 7 e= 1 WR O BABBLE '9e c TO OF'B NSTAB ZOO NINE BOARD OE PPPEA r x ZONIN6�BOARD DE AFT r, NOTICE OE PUBIJC�HEARINGS.UNDER THE ZONING NOTICE OE PUBLIC HEARINCS'UNDER THEZONIN 'ORDI ANC pltpINANC - JUNE:10 2D15 r JUN 10 2015 - o a I,pers�onsinterestes dir or7effe"ct d by the actions off the actio`�nsof: -4s: ara xQas -- Jo all ersonstnleres edit oraff d � ,�� the'Zontng Board'ofAppeals yore hers ebX,,.notfiedt+. ou are here v now .F�st«m; W. t e Zomng-Boat-'Of Appea, �� a pursuan to,SecGor)1 o Chia o f the Ge. re al 10-mursuan t Sectio 1.07; ha to 40A of the Generat Co mo wealth oAMass chu eBs and a - _-..use andfaU' a endmentsahere o tha-a pub ic.heann o e fo o tie Commonwealth o E on a fol per"} g " r,. � a pu>i heanng ,� lowir eai hef o Wednesday June 10 amendments` t e , ednesda -J011.11 g� .lowing•a pea s wil:6e hel 02' OSTat a time;ndtcated[ . `` 20.1 a� a bm tnd cafe 7t M'Appeal 2015 03 rGu Mn nd na Guarco�iave�petitione fora eciai3 '7:00 PM-ApPeM No.2015=030 Guarco gnne-and Biia Guarco ave peUttoned or $rectal assachusetts Permt u uan 24§�91 3 a Massac se Perrin:ur5 a {,°§240 91 3 an Gene��"` C a er 401rSe io t de olis a Generalt�w cl, to 40A:Se on;6= demol sh andY reconstruct, we Img oma; ree tsbn :noncon onning reexistin no confonntn9,' recon a dwelling oh a e feet ThPeU to at:co tai s ess a 00 csq are-ee a Pe . of a contains es � O .s.. 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P�.��OSe��ff mA'as shown v ovate :a '1 3•Este : e }� a•163;Es' e .Avenue;H aunt anm a s lo"�ca a ar97+It ts �ri o :A ess s. a p I70 Assesso.-ma 306.a rce� 9 •t' o B`F rnngtDistnd es e B D e Rest ence, P 'A o. 035-0k 32 mmer �7 02 P Appeal N 015-0 tmm er. • oa mer IN, pe 11:1 nn k a Spec al.£e !t me ha titio e o a Specia ermi 9oan;` plan o94j E pa sib o a: reexis ing p rsuant�o§ 44Panston of.a Freextsttng U e where . r are o st�ngUY Noncon o to s ;w ere - a-two sing e�fa�mill t Noncon o� Thgptloner seeks: Viand dwellg sing e o.The.peUtlonef.Seel s fo a an °�f�d Uing on-as' 91e of, on:of an en aY ate" n wellin Y onedwelim w t[ie,construn ctto .o:a en ayaddt�ton` 9• cces�s o't`ie fe.dec The t a d recon tgare acco• a rear ec The pro e ; �Uon an +reconfig ,_ �* en` � :ts. pte�19 o nt o the s fpro_���erty:s ocated at 9.Potn In -- sAvwen Genterville MAC: o I"� ?"q 'J esso{s.Map 230 as�Parrcel'. as s o o Assessor s Map230 as Parcel 073E tt Is tervU e,MA'as shown 4�n�Ass -c= �"p�stnd' locatedltn -:Rest ence D-1`Zoning yDtstnct ' n a Res deuce'D-1 Zornn9 ,x 0•3rl`is ovate to es ubti heanng wil'be hel at the Barnstable` � Itnnili be heid at the Barnstable p "n"'s>: H'Ott' H"a11 38 Nat'SS e fi HY A Hear gr' T ese eanng 5 aunt MA. IT_.,, To a at teeG Fy Room loloF "ednesday-'June 10 Room n Uie 2`nd-Roor; -spa ' une 10; `�"Itcabo be'r`reviev ed e 201S-Pan and:appt cabons maybe reviewed apt the Iwl0 l'rPlan and a�ppd� yv �.a CAM` b�,c�,zW� Fa z �x-a1 q" ,GroManagement, eZotrng oa of A ea s Zoning Board ofAQ�eals;Office. , ,r mom,,, PP �fflc�MGrwtlManagement Mat 200Matn Street,Hyannis,. Departmen To 0 ces�`200 MatmStreei;Hyanrns` 1 •�"MA ;zx ,,;+'ds�,^rv'Yk •. �"' rat $ na Btiap IorenceC atr. �$j rrBrencet� nhav a f Zo mg BoD aryl°o eats �± a*�F i i � m a 4 tad - cgtc� -Pt r c z $ �l iRa�Bamstable Pa -h am Is l'atn�o}v Elsa �' ay 22 M 2 Y015 l 3r M an 9"lU1 (ibEoas xc^ c aY+ ` BARNSTABLE REGISTRY OF DEEDS John F. Meader Register Bk 29085 Ps225 08-20`'2015 a 10 = 45ct Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No. 2015-030-Guarco § 240-91(H)(3) - Demolition and Rebuilding on Nonconforming Lots To demolish & rebuild a single-family dwelling on a lot less than 10,000 sq.ft Summary: Granted with Conditions Petitioner: Anne Guarco & Brian Guarco 70 Day Street, Granby, CT Property Address: 163 Estey Avenue, Hyannis Assessor's Map/Parcel: 306/197 �IHii~1 TH$L� T� iij!:.�`RK. Zoning: Residence B District Hearing Date: June 10, 2015 &July 8, 2015 Recording Information: Deed: Book 27646 Page 149 ^ Plan: Book 70 Page 43 Background In Appeal No. 2015-030, Anne and Brian Guarco proposed to completely.demolish an existing structure and rebuild a new 2,216 gross sq.ft, two story,four-bedroom, single-family dwelling. Section 240-91(H) requires a s special permit for demolition and reconstruction of dwellings on lots containing less than 10,000 sq.ft. Appeal No. 2015-031, variance relief to allow a structure in excess of maximum floor-area ratio requirements,was made and considered concurrent with this request. That relief was also granted. The subject property contains 7,392 sq.ft, of which 5,329 sq.ft is upland. The western portion of the propery . contains a bordering vegetated wetland and a coastal dune. It is located in a FEMA"AE"flood zone with a base flood elevation of 13;the property falls within a"Coastal A°zone. The property is served by public water and sewer. The property was improved with a 1920's single-family cottage and a one-car garage, attached by a covered breezeway. The Assessor's records indicate there is 1,128 sq.ft.'of living area and 3,103 gross square feet; the Petitioner's architect conducted an independent evaluation of the gross floor area of the structure and established a figure of 1,753 sq.ft. It was a 1%Z story wood-frame dwelling, nonconforming to current setback requirements. The Barnstable Histofical Commission approved;the demolition of the existing structure on March 18, 2014, finding the dwelling was not.preferably preserved. The Conservation Commission approved an Order of Conditions for the proposed project; 860 sq.ft of plantings are being provided to mitigate construction within the 50 foot buffer. Procedural & Hearing Summary Special Permit No. 2015-030 to allow for the demolition and rebuilding of a single-family dwelling on a nonconforming lot containing less than 10,000 square feet was filed at the Town Clerk's office and office of the Zoning Board of Appeals on May 14, 2015. A public hearing before the Zoning-Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on June 10, 2015 and continued to July 8, 2015 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Brian Florence, Alex Rodolakis, George Zevitas, David A. Hirsch, Herbert K. Bodensiek.. On June 10, 2015, Attorney Eliza Cox represented the Petitioners before;.the Board. Also present were Brian Guarco, Michael Guarco, Richard Avery, architect, and Kieran Healey from BSC Group. Attorney Cox reviewed' the existing conditions of the property and structure. She noted there were structural concerns with the existing dwelling and that it was in the floodplain, making renovation and expansion prohibitive. She reviewed the ' proposed dwelling and the required figures for coverage,floor area and height, noting they were seeking relief from the floor area ratio. She reviewed the existing conditions on the lot, noting the topography and wetland resources. The Board questioned the Petitioner about the total height of the building and the mass of the roof structure. Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit No.2015-030—Guarco Public comment was requested and Greg and Donna Lapsley of 1.81 Breakwater Shores Drive discussed the increase in height of homes in the neighborhood. They also discussed the project's impacts on the public Way to Water and Estey Avenue. The Board Chair.noted that letters of support were submitted to the record. The hearing was reopened on July 8, 2015. Eliza Cox and Richard Avery presented new elevations to the Board, which reduced the total height of the dwelling by five feet. The Board noted that it was a substantial improvement and more in keeping with the neighborhood. Findings of Fact - At the hearing on Jul 8, 2015, the Board unanimous) made the following findings of fact for Appeal No. 2015- Y Y 9 9 Pp 030,a request for a Special Permit filed by Anne and Brian Guarco to demolish and reconstruct a dwelling at 163 Estey Avenue, Hyannis: 1. Anne and Brian Guarco have petitioned for a Special Permit pursuant to §240-91 H(3)and Massachusetts General Law Chapter 40A Section 6 to demolish and reconstruct a dwelling on a pre-existing nonconforming lot that contains less than 10,000 square feet. The Petitioners are proposing to demolish the existing principal dwelling and construct a new, 2,216.sq.ft dwelling. 2. The property is located at 163 Estey Avenue, Hyannis, MA as shown on Assessor's Map 306 as Parcel 197. It is located in the Residence B Zoning District. 3. Section 240-91(H)(3)allows for the complete demolition,and rebuilding of a residence on a nonconforming lot containing less than 10,000 square feet of contiguous upland by Special Permit. 4. Site Plan Review is not required for single-family residential dwellings. 5. 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. The dwelling will be in greater conformance with setback requirements and was designed to minimize the height in keeping with the character of the neighborhood. 6. The proposed dwelling does not intensify any existing setback nonconformity;the front setback remains nonconforming, but is an improvement over the existing condition: A'minimum 10' setback is provided from all other property lines. 7. The proposed lot coverage shall not exceed 20% or the existing lot coverage,whichever is greater. The existing lot coverage is 1,123 sq.ft or 21%of the lot. The lot coverage of the proposed.dwelling equals the existing coverage. 8. The Petitioners are seeking relief from the maximum floor-area ratio requirements with Appeal No.2013- 031. :. 9. The proposed building from average grade plane to plate is less than 30 feet;the proposed dwelling does not . exceed 2'/2 stories. The proposed height of the dwelling is 31' 8"to the ridge from average grade. 10.The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The dwelling will be in greater conformance with the setback requirements and will be Iodated substantially within the footprint of the existing dwelling. The dwelling has been designed to maintain the character of the existing neighborhood. The vote to accept the findings was: y AYE: Brian Florence,Alex M. Rodolakis, George Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2015-030 subject to the following conditions: 1. Special Permit No. 20157030 is granted to Anne and Brian Guarco for the demolition of an existing dwelling and rebuilding of a new single family dwelling with a gross floor area of 2,216 square feet at 163 Estey Avenue, Hyannis. 2. The dwelling shall be constructed in substantial conformance with the plan entitled "Plan to Accompany a Zoning Board of Appeals Filing at 163 Estey Avenue"dated April 30,2015, last revised on June 5, 2015, drawn and stamped by BSC Group; and the floor plans and elevations entitled"Guarco Residence"dated (revised)June 28,-2015, drawn by Hartford &Associates Arch. 2 Town of Barnstable Zoning Board of Appeals—Decision and Notice Special Permit No.2015-030—Guarco 3. The total lot coverage of all structures on the lot shall not exceed 1,123 sq.ft or 21%of the lot. 4. Prior to issuance of a certificate of occupancy, a certified as-built plan prepared by a Massachusetts' licensed professional land surveyor shall be submitted to the Building.Commissioner to confirm the lot coverage and floor area ratio of the dwelling conforms to the conditions of this decision and Appeal No. 2015-031. 5. The proposed redevelopment shall represent full build-out of the lot: ;Further expansion of the footprint or square footage of the dwelling or construction of accessory structures is prohibited without prior approval from this Board. 6. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 7. Any conversion of space currently determined to be uninhabitable into habitable space is prohibited.. 8. 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: Brian Florence, Alex M. Rodolakis, George Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Ordered Special Permit No. 2015-030 to demolish and reconstruct the dwelling at 163 Estey Avenue, Hyannis 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, f which must be filed in the office of the Barnstable Town Clerk. Brian lorence Chair _Date Signed I,Ann Quirk, Clerk of the'Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the ' sand penalties of perj��r9,�• ' 'w 66d9 C I Jr.,Afk:!i QVj Ann Quirk, Tov6n Clerk =UA ' 0 PA• 3 'own of Barnstable • RARNST"12. Assessing Division KAM e139. 367 Main street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-8624022 Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing . J ABUTTERS LIST CERTIFICATION May 21, 2015 RE: Adjacent Abutters List For Parcel(s) : 306-197 163 Estey Avenue Hyannis, MA. 02601 As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the . Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. kJ Board of Assessors Town of Barnstable rbutterReport Page 1 of 3 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): '306197' 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: 28 ® Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing Country De CityStateZip 4 LAPSLEY,GREGORY G&D LAPSLEY FAMILY 181 BREAKWATER HYANNIS, MA 306145 D&DONNA E TRS TRUST SHORES DR 02601 27, 5804 BABCOCK RD., SAN ANTONIO, 306146 HENNESSY, MARK #385 TX 78240 27'. 306149 GUARCO, MICHAEL 7 BAYBERRY DRIVE , EAST GRANBY, 40: B&EILEEN CT 06026 306150 GUARCO,JOHN P& 74R DAY ST GRANBY, CT 28: KAREN E ET AL 06035-2900 CARPENTER, 18 HALLWOOD CHESTNUT HILL, 306151 ROBERT ROAD MA 02467 18E SCANLON, MARTIN 133 BREAKWATER HYANNIS, MA 306152 M&JEANNETTE M SHORES DR 02601 14., 306153 HAVLICEK, BETH E 24 BEECH RD WESTON, MA 45E 02193 %CAUGH_EY THOMAS 6 SPRINGDALE WELLESLEY MA 306164 RODS, MIRIAM G D&ELAINE�L AVENUE 02481-3222 99`. 306165 CARPENTER, 18 HALLWOOD CHESTNUT HILL, 18E ROBERTJ ROAD _ MA 02467 HILL,THOMAS G& 126 EASTBOURNE NEWTON, MA 306193 MICHAEL C ROAD 02159 86' 306194 ANDERSON, DAVID 15 TRUMAN DRIVE NORTH EASTON, 26S J &CLAIRE M MA 02356 306195 LACOUTURE, PETER C/O ROBINSON& ONE FINANCIAL SUITE 1430 PROVIDENCE, RI 73: V&PAUL M TRS COLE PLAZA 02903 WY LIE, PAUL S& 9819 DEER BROOK CHARLOTTE,NC 306196 KATHERINE M LN 28210 15: 306197 GUARCO, BRIAN V& 70R DAY STREET GRANBY, CT 27E ANNE D 06035 306198 GUARCO,JOHN P& 74R DAY ST GRANBY, CT 28: KAREN E 06035-2900 306199 GANNON, DAVID P 125 ESTLY AVENUE HYANNIS, MA 10; JR 02601 306200 VALLE,VINCENT& 473 BAYSHORE NOKOMIS, FL 25E LINDA ROAD 34275 306201 KETTLEWELL,JOHN 11 WOODLAWN AVE NEEDHAM, MA 10: D 02492 306204 SOUTH HYANNIS 7 BLUEBERRY LANE WESTFORD, MA 26� REALTY LLC 01886-2780 306220 MAHAN,JOHN J & MAHAN FAMILY 48 BREAKWATER HYANNIS, MA 25: JOYCE A TRS TRUST SHORES DRIVE 02601 306285 CIRCO,JAMES D 8320 WOLFTRAP RD VI 8 A,VA 12' 323011 HEALY, MICHAEL P 211 DALTON RD HOLLISTON, MA 71' &CATHERINE C 01746 http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA 5/20/2015 A,butterReport Page 2 of�3 PURCELL,DAMES E HYANNIS, MA 323012 99 HAWES AVENUE 26( &KELLY M 02601 324005 BARNSTABLE LAND PO BOX 224 COTUIT, MA 20; TRUSTINC 02635 324064 GOLDIN, DINA 45 BENCLIFFE CIR AUBURNDALE, 14: MA 02466 324065 BONNER, KATHLEEN 5 OTIS PLACE, UNIT BOSTON, MA 92: M G 02108 324066 CUMMINGS, PAUL 21 CHEQUESSETTE READING, MA 24( ROAD 01867 y http://66.203.95.236/arcims/appgeoapp/A`butterReport.aspx?type=ZBA 5/20/2015 AbutterReport Page 3 of 3 324112 GOLDIN, DINA 45 BENCLIFFE CIR AUBURNDALE, 14238/M MA 02466 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 5/20/2015. http://66.203.95.236/arcims/appgeoapp/*AbutterRepprt.aspx?type=ZBA 5/20/2015 Town of Barnstable Geographic Information System May 14,2015 306177002 306173009 306142 324059 306177001 #g5 r #40 #209 306131 324004 #27 # XI 306159 #51 306129 _ #67 Sr#51 #46 "` ' `';'-'`' '„ 324061 N AVP 306143 :i ':.c•,:i5[ ':'{a;'• 74 306162 wA� 3061�58, # 197 306130 306172002 #61 #15vim .*9 Q� 30'172003 300144 #5 3061730D8 g��5 W 306167 4#189 324002 #23 r#67 #64 #95 Z y ,.r 324062 # 8 3 6 8 it 0 226 324058 5' 306 00 �#7 14 306166001 172 1 :#181:::` i.:: :r_':':,:::;:6:`-:`:;...':';::`: *45 #64 `, Q' #74W .•:324005: 26^: :.' �.• � •.30G201 308 227 24 240G9 �#83 �1 30672D:' ;F %is'%l.'':1,^:c:%%�i:' :1!• :i•:; ::' ' ry; ?`i r• y'••'t'""•''-Lei :•:?':;.i.;i::;:.'•::•'.:: ?: 306173004 306166002 .r,,,,,x: � .`.rfr., ✓,•,r;��._�,• <lr;.�t::.iii;�''�:� a . :1 .�;'�rf„f,',rr S",:rf J,� ';i73t/r:'.i.!f,?i• r i':.'%4'' #74 306228 #8d :;.._':ri':��err_ :�'p.�>',y'o:'�i s;S'' `'f:•�;:' 7!%: ��•62 '.';F•�' "•:' :�#108. 324068 f/Y,.J'%ii .�::� .,r".il;! /./r��.+,l.f: f••..(;!j�% !1; 'r'J�•i' ..... ...... ... ,.,/.: �. f<, trj':?`•:,;t„ '-r ',!�.% ::-n-..n;;�1;2�.'>`L% liJ' :j..5:si:.•:�::.:.:..'...' #22 306157 %: 'r:<r' f• "Jjr �r; l' ':y r ._: :;'r; i:�li.fiY r�;� %!i: 'e';1;rl. 306173005 �. ;: .:A;167i%:j:; .: .,;i :.r•.. !`-::: .) ` ;_ i ;, i:'•.. ' ca; i•':a #97 3..,,;: <{,i':•i;i,�`•ii •R�� !r,'i'i : 4:v:; '' �f .:J�irf 24075 '•306.65.E C;:Sr: ir:✓ r 4r •,, a.. /,:i:,h/,( ,� :,: 306163 1•. .i`'%',i;.%,�,:r,,^ Y` ;:rf�:�yl::,��. r/,-'-;, •,�..i• !:':,�.!'2:i:,,i .. J :: ;!r;,y/�'- .,�s[./s: .,ri i'flf ''t':•'�V._ r.•: .r, Q �► #1D0 :#94sr.:r ✓ri r_(;.�;:r �:.7f: ;f:•.lr..::;%.;.'- >�i06193:.Cf:-;. ; ' .g 324067 3� .► 306166 ;i/i `:f y iir:>%•> ff,,+% `;.i <•, `'i ! {/1 4:065:r�: (�` �4103 a.. r ,. ':4`?.Ji..:,r•%•'ri:. ./J;'. .+i:{•#: �: .!! `r :f•'� ,"•J.;: :•.'•;.:: #12 306173006 r =i:•:!%>i i, !-i !:✓ '%:': ? !tr: ; 132: -r iil':'r Q k`#61 306164' 324078 324104 466 ',a.•t .r ay 3 !•3p& $kJr 061' 1 _ fl'ir�i•%l:•, !'i./ 'is��._"•� .i'. :is 324077 #91 �f r'r •%''" .f(.!''' ;,f%:,'>" ff�%,: :•%:, '•�Yl.,.!?'O.%i?•'i/,S•4J/i%>:S+::qi '<.: WESAff ill"�'y !) ;;/llJr�is •i,:�;:. �!.r�•.:?;`r��':%S}'i: - E 306155 308173007J. l .: "�_'-' ji/:i' rii! %%.'; :r1S �•%`:;< • '; .. 306154 ;'306? ,1 N. �:�,�:}`'rr •%: ry: > {! _ �: %. '•• 10 .1. #119 #.1'1;7•, :/ %- 15��i y;';!i��r'':;<zc� y' y. •.,��r.::n•::3,iy:i s.;y;. r 1Fa. '32$Q12, 323D11 M1!7Fl!...;%:!j'`•; .1;5Q; .:>f%A. 158;1 y a%>::`:'. . 323D10 >i;r5 i. /%J• ./.Fr•.;.,n .:-Y'•.: ;!< #:8J �' '#93: 323005 :c3061{1.. :: i��: ;.:G:r::';S':.;#,1Q: y0G.1 5. :�''Y::.;::mac: : fJ,' #91 323009 .,r.•,r-..��Sr;'.�F:O• :,;;:(,.;;.:�: ;•i%"; ;ir^f,•.r.:..,:' ^a,�fi�S4.•i;�,>>.,'.-;. •l,?'•"';'� 323008 #51' 323007 It 71 f��/7:"(; ii ::%•i'i:�1G,'.�';l ':1l/r'frf �Ur'. �'?G�1, .f'l,+i r:'. .' ;�:•/l./�:;,;y ,r; y;'rs!,i' ..-?�i���?' <':%,• •#65 323006 #57 30611911 '•ij;!ii;•%iiJ�l,�Yi�I!J'%i %: !ii:r.%�!:/ii:!!%i:il.i:i:;.• 1%:'�f •"f%J ` #465 . ./` :.,;;;:;•:f r' 323004 :%i%f/,.',-' �•''.:!iii/:!:v% :�.is i %izx: 0 80 Feet DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:306 Parcel:-197 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 � � boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. Buffer Ji /. ~' LEGAL NOTICE WN'O�FB AB TOW OF BA�1� 57A6 "i� -ZONING BOARD'O 'APPEALS ZONIN BOARD OFµ`APPFALS rah` NOTICE OF PUBLIC HEARING UNDER THE:'ZONING" s+ :NOTICE OFPUBLICHEAWNGSUNDERTHI=ZONING ORDINANC WbxvI MP RDINANC x JUNE;10,20110�20' �xa ,, To ahperaons intereste 1n a e'cbons of a e� pof` 1he<Zof11n9 Board ofp ppeais:yo are he b n 011 ed Toal ersonsurtereste more ected'by a, a peal re hereby nn pursu"a t`tiSectio�n llrot Chapte .40 me G ' the Zoning y fi .of.Cha ter IL) of the General. f an gecho� La of the Commove ea tho Maw se III. o{ Commonweaith.o assachusett and ail amendm@n ther. r y, a a ubllc Bann 'ath I amendments ere pu i'c<heaW. une�oO a `lows g:a ea- will rheld onWednesdayN una 10 .to ng`a pea s will'betheld Orr eonesda r 2015 a' a Gma`ndlcated i�2 1 atthetime,Ind sated: 7 0 K p eai N 20060. ?y*0 pM-peal NO.2015 030 GuarW. al M :a d:BripaGuarcor. a ' �+NEW-n Guahevbtionedperm, ursuankto 4 -91: 3 an Massac` I se tts Permit ursuan.0;§240 91M(3.and'.Massachusetts� �Ge era a Cha ter 0 Sec6o t emotis. a tl Gem eral'ta a 40ASecboni6 o.demohsh ands reins ' dw"elling:on a ree sting nonco orming a welling on W-ewsting nonconf, 91 lotthatco taln des .a 000 s are Th `Pali i :recon •- fee The Peti q of tha,contains ass than 1000�0 s,. - trove .a osi g e of a exisbn nnci a� -'boners a propos ng to demons . e ewstlwei in TR!_67 9'a d co s . a e .2 16 qi .dwe I n e a ne 21u.sq• w :pro e I oca e a 163 e A en annls'AAA Alin an .cons ° yann9si 3:grope s oca ed a 163'E se -Avenue; i is• as o :. sesso s ap 30 .as•: arci •9 'Ills is i` o.gssesso, Maps30 as= arced 9 ocate In eslde ce nIn D1stn loca. i Re i e duB"Zon ng.D stnct �7.0 P AppeaLNo.201 -03•Guarw 7 Ol P pPl°201$03 Guar firAn a B an G arco ha a 11eoa vanance.` 1 ne'an Brian uarco' ave app led foLa;vari�ance. to`§ 91 .(3 b.a 240 1}i 1 n)121. o e 3 �r�"r r�ti�ef- ' #n"d,2 1 (1 (b)[2_ o lief r maxxlmum floor area raud requlrementsTo—ri e�. max mu 1100fi ?area rap ?iry e�MT�9r, ,die olmu 1 'o a:ho0co�n o 1ngt s1n`g fame y well ni g:! emoli on.o.a`no confort—fin :aUdreconsruction.ofa. well he .exceeds ooE an reco CE10 ° a weliln w 1ch a seeds floor:: area raLo.requ re en ,ql e a el ari ce el efis_ area rah l"e wremen .Aitem2!0vely;vana ce rel1 _ re §2 I, re i u eg y reque'ste §2 0.9(E for retie-rom. rillrRegu - o `o•m n1 a a cse ac um�' �a�nd,setback latlon o•m nimum,o-area and fron.,.. Pew s . o , e, e ertnl Or,IV�osed'jecons cti� T?e p ��s - � ¢�nis shown oca e a T E e J ve ue an 1s a w oca e a 163�Es °e Avenue" �Y ,or' AssessMa306a arse u o essors• ap 30�6 Far �` 15i eJ`es1 e t ntDs 'c ence nmg D_1s 1O.20i5-032�Lmmer rT OZp Appe N~ 2U'13�032Zimmer �,� oa mme a - L io e , o a:Speciaf Permik .a et, Special ermlt 1 oan� mer..h0.9 t-hxpan reex� i 9 {p rs an o§2 0 94 - pans o o a: reexls ri I p rsuant§240 9 B.Exp s w ere'there are two single fam�y onconfortnlnUs ere a_'a `two singlo-�faml�y` Noncon ortnm� { xp° dwelimgs o a smg a to e,peti one see s o e ands W lli�g on asinglo r,The,pa o eda; on dwelling v1a. a oon cti .o:an en dwelhng'viw thea,�n won of e rear The La reconfigu a'accesses-: e;rear:dect T�i$xp """"�` >-1s ocatedla 39. f- --as C ntervle�rtY 3 ti"own an :reconfigured access o1n O P Vie, Is tart 39nt° n' `230 Parcel 5 % 'rfervllfe`1i Aas shown onAssessors:Map a a},r,. ass ow omAssessor s NIap230 as Parcel 0,7 It 1s A -rcJ'ps.n^-aS 'Ifl DISb'IC�' ...,.a+„scs+^=',>+, ��073 ogle m"ted esldence.i}1 Zorn, 9 locate i Uie:Res11 °�"ism _ a� These ubhc earings wile field a the B ma's le seep"bl1 'heannn w11 be held.at the Barnstable. r�-�H a"`�'n i5 NIA HeannB To all 367`Ma1 See " To'�win 1%1,:36T, Stye wy � Jurie 0 Hyan I M y, Hea 1r ng q�Ro*m ocaled n the 2nd Floor,V wines` ay'� Rao to aC to ;one .2�n Flloo Wednesda Ju a 10 ' �, �«tiwv�^' 3"'"'"w'd 201 _Flans and'app11 cationsma be�ev1 wed+at `thpcF 201 S Ian anima pflr trons�Y.be reviewed at the i .015, lan a><`. Ma 9ement_ ZO m u'�--t,�.s .csrmc�o..,�. Zo4ing Boardf p�eals0ffice,Growtt? F anrns. g:Board otQppeals Office Growth Management own0 ces 200Main St eat,Hy na n1s ��DepaRnren oxwn Offices 200ain esH Dyepartme 4 T Bnan-Florence Acting-: air B a +F(orencer C airz I - m my;Bo �ofpea "4 ��gBoard �atS�s, '7 1 m hab e Patr1uY��� , Th�ule atn tK" ay22:a�n'd y 29 20 � a '�9_ .2YyE.t- :13Y+.",_', c.'7.s.'.S. W *-�, 't3 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register - REScheck Software Version 4.6.1 Compliance Certificate Project Colonial Energy Code: 2015 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 12%, Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 163 ESTEY AVENUE CAPE COD REMODELING HYANNIS, MA P.O. BOX 2416 MASHPEE, MA 02649 508-958-7373 Compliance: 1.7%Better Than Code Maximum UA: 242 Your LIA: 238 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. , Envelope Assemblies Assemblies Gross Area Assembly or', .�U-Factor A J Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,540 38.0 0.0 0.030 46 Wall 1:Wood Frame, 16" D.C. 1,600 20.0 0.0 0.059 80 Window 1: Metal Frame:Double Pane with Low-E 200 0.320 64 Door 1: Solid 42 0.320 13 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,340 38.0 0.0 0.026 35 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Pagel of 9 1 1 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 'Se c"on Plans Verified Field Verified # Pre-lnspection%Plan Review Complies? Comments/Assumptions & Req.ID Value_ Value _ 103.1, 'Construction drawings and i,22 ❑Complies 103.2 I documentation demonstrate ,. _{ - _ ❑Does Not [PRl]1 energygy code compliance for the buildin envelo ❑Not Observable ; �� 9 e.Thermal p ' envelope represented on � � � �' �.;�❑Not Applicable construction documents. 103.1, :Construction drawings and k _ Comp lies 103.2, documentation demonstrate ?❑Does Not 403.7 energy code compliance for „ PR3 1 fighting and mechanical systems. ❑Not Observable [ ] g 9i ❑Not ;Systems serving multiple Applicable k r � �� dwelling units must demonstrate ; compliance with the IECC i Commercial Provisions. n 302.1, ;Heating and cooling equipment is: Heating: Heating: Z Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 .on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr : Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Page 2 of 9 2015 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 IA protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ;ElDoes Not J :and extends a minimum of 6 in. below ;grade. ,❑Not Observable UNot Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [17012]2 'installed. ❑Does Not '❑Not Observable' ':❑Not Applicable j Additional Comments/Assumptions: 1 High Impact Tier 1 2 Medium Impact Tier 2 3 9 p ( ) p ( ) Low Impact(Tier 3) Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-ln Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- (❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FR1]1 ❑Not Observable j❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, '❑Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not e with the NFRC test procedure or ,k J ;taken from the default table. ❑Not Observable I F ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier r ` ❑Complies x [FR23]1 installed per manufacturer's r ❑Does Not `� j instructions. �* 1❑Not Observable r J ; � t f ' x t ;❑Not Applicable 402.4.3 'Fenestration that is not site built ( { ❑Complies r � r [FR20]1 :is listed and labeled as meeting "`❑ AAMA/WDMA/CSA 101/I.S.2/A440 M1�h sr rh Does Not or has infiltration rates per NFRC {` ' -❑Not Observable Y ❑Not Applicable '400 that do not exceed code -3 ;limits. 402.4.5 :IC-rated recessed lighting fixtures x '❑Complies [FR16]2 :sealed at housing/InteriorfinishKIWEIDoes Not :and labeled to indicate:52.0 cfm ;leakage at 75 Pa. ❑Not Observable kIlNotApplicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated>=R-8 where duct is ❑Does Not >=3 inches in diameter and>= I x R-6 where<3 inches.Supply and ` f* ❑Not Observable return ducts in other portions of : �5 y ❑Not Applicable ;the building insulated>=R-6 for diameter>=3 inches and R-4.2 r F' z y for<3 inches in diameter. r Sit 403.3.3.5 ;Building cavities are not used as ` ❑Complies [FR15]3 'ducts or plenums. ❑Does Not J ❑Not Observable r ❑Not Applicable 403.4. HVAL piping conveying fluids R- R- ❑Complies [FR17]2 �above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to>_R- 3. ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 ;piping, r i ❑Does Not r J � ❑Not Observable a ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- i❑Complies [FR18]2 >R-3. ❑Does Not .J ,❑Not Observable jDNot Applicable 403.6 ,Automatic or gravity dampers are n ;❑Complies [FR19]2I installed on all outdoor air - ❑Does Not -intakes and exhausts. d ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions &Req.ID Value Value 303.1 :All installed insulation is labeled ❑Complies [IN13]2. or the installed R-values E]Does Not provided. ❑Not Observable 5 ❑Not Applicable 402.1.1, Floor insulation R-value. R- R ❑Complies ;See the Envelope Assemblies 402.2.E j❑ Wood ❑ Wood []Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel '❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per , ❑Complies f ! .i:;ti 402.2.7 manufacturer's instructions and r ❑Does Not [IN2]1 j in substantial contact with the underside of the subfloor,or floor ❑Not Observable 'framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous x insulation is installed on the underside of floor framing and y extends from the bottom to the :top of all perimeter floor framing .'. members. 402.1.1, ;Wall insulation R-value.If this is a; R- R- ❑Complies See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall El mass ❑ Mass [IN3]1 exterior,the exterior insulation ❑Not Observable ' �J requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per f? ❑Complies [IN4]1 manufacturer's instructions, t ❑Does Not � t ; r ti z ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Page 6 of 9 Section Plans Verified Field Verified #. Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value -. Value 402.1.1, Ceiling insulation R-value. R- R- '❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ElWood �❑Does Not :table for values. 402.2.2, ❑ Steel ;❑ Steel ❑Not Observable 40,2.2.6 [FI1]1 TONot Applicable j 303.1.1.1, ;Ceiling insulation installed per t ❑Complies 303.2 :manufacturer's instructions. E v s - ❑Does Not [FI2]1 :Blown insulation marked every 300 W. ❑Not Observable ❑Not Applicable j 402.2.3 ;Vented attics with air permeable IBM., ❑Complies [FI22]2 ;insulation include baffle adjacent ❑Does Not ,to soffit and eave vents that '• ;extends over insulation. _ _ :❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R (❑Complies [Fl3]1 !insulation >_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable i ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable i i❑Not Applicable 403.2.3 Duct tightness test result of<=4 I cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ' ftz ft2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a []Not Observable pressure differential of 0.1 inch :❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of 'test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 .Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. >❑Not Observable S t ❑Not Applicable 403.1.1 ;Programmable thermostats MEIComplies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and :initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies [FI10]2 ion heat pumps. ❑Does Not ❑Not Observable ' ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 ;systems have automatic or ❑Does Not accessible manual controls. []Not Observable F ?.❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Colonial - Report date: 09/25/15 Data filename: Untitled.rck Page 7 of 9 - section Plans Verified . Field Verified # Final Inspection.Provisions Complies? Comments/Assumptions. & Recl.lb Value Value 403.6.1 ;Al mechanical ventilation system `, ❑Complies [FI25]2 fans not part of.tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable j 403.2 Hot water boilers supplying heat 'h ....❑Complies [FI26]2 'through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water - '❑Not Observable temperature based on outdoor a ;❑Not Applicable temperature. r 403.5.1.1 ;Heated water circulation systems !❑Complies [FI28]2 :have a circulation pump.The []Does Not - ;system return pipe is a dedicated ` return pipe or a cold water supply []Not Observable pipe. Gravity and thermos- x - ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system j pumps start the pump with signal r ; :for hot water demand within the ,occupancy.Controls automatically turn off the pump ' when water is in circulation loop is at set-point temperature and K no demand for hot water exists. 403.5.1.2 Electric heat trace systems .;❑Complies [FI29]2 ',comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ;adjust the energy input to the ❑Not Observable heat tracing to maintain ❑Not Applicable desired water temperature in the piping. r 403.5.2 Water distribution systems that ❑Complies [F130]2 have.recirculation pumps that " ;❑Does Not pump water from a heated water 4 supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a ;demand recirculation water system. Pumps have controls ,,that manage operation of the pump and limit the temperature of the water entering the cold :water piping to 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies [FI31]z tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- r side pressure loss of drain water ` :heat recovery units<2 psi for 'individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [F[6]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps r t Does not apply to low-voltage []Not Observable lighting. ❑Not Applicable 404.1.1 :Fuel gas lighting systems have Complies [F123]3 'no continuous pilot light. ❑Does Not U ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Page 8 of 9 i � F Section Plans Verified Field Verified #. Final lnspection.Provisions Complies? Comments/Assumptions & Req.ID Value Value 401.3 ;Compliance certificate posted. ;❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3. ;mechanical and water heating F []Does Not systems have been provided. x ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low.lmpact(Tier 3) Project Title: Colonial Report date: 09/25/15 Data filename: Untitled.rck Page 9 of 9 ,. L k 29137 Ps 32Er 0-4-4 496 / 04-15-2015 . a 12 = 54 Fp LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 MTA Form 5- Order of Conditions eDEP Transaction#:770751 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 CityfrownSARNSTABLE A. General Information 1.Conservation Commission BARNSTABLE j 2.Issuance a. C OOC b.r Amended OOC 3.Applicant Details - a.First Name BRIAN b.Last Name GUARCO c.Organization d.Mailing Address 70R DAY STREET e.City/Ibwn GRANBY f.State CT g.Zip Code 06035 4.Property Owner a.First Name BRIAN V.&ANNE D. b.Last Name GUARCO c.Organization d.Mailing Address 70R DAY STREET e.City/Town GRANBY f.State CT g.Zip Code 06035 5.Project Location a.Street Address 163 ESTEY AVENUE,HYANNIS b.City/rown BARNSTABLE c.Zip Code 02601 d.Assessors Map/Plat#306 e.Parcel/L.ot# 197 f.Latitude 41.63618N g.Longitude 70.28578W 6.Property recorded at the Registry of Deed for: a.County b.Certificate c.Book d.Page BARNSTABLE 1483 609 7.Dates a.Date NOI Filed: 10/10/2014 b.Date Public Hearing Closed:8/25/2015 c.Date Of Issuance:9/3/2015 8.17inal Approved Plans and Other Documents a.Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Final Date: e.Scale: SITE PLAN, BSC GROUP CRAIG A.FIELD,P.L.S. 8/6/2015 1"=ly 'B. Findings 1.Findings pursuant to the Massachusetts Wetlands Protection Act Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and Page 1 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 WPA Form 5- Order of Conditions eDEP Transaction#:770751 tMassachusetts Wetlands Protection Act M.G.L.c. 131,§40 Citylfown BARNSTABLE presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. r Public Water Supply b. r Land Containing Shellfish c.F Prevention of Pollution d. r Private Water Supply e. C' Fisheries f. r Protection of Wildlife Habitat i g. r Ground Water Supply h..F Storm Damage Prevention i. r Flood Control E 2.Commission hereby finds the project,as proposed,is: Approved subject to:. a.F The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: b.f_"The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.f The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3.17 Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 310CMR10.02(1)(a). a.linear feet Inland Resource Area Impacts:(For Approvals Only): Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. r Bank a.linear feet b.lineff c.linear feet d.linear feet 5.r Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. r Land under Waterbodies and Waterways a.square feet b.square feet C.square feet d.square feet e.c/y dredged f.cly dredged 7.r Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage Page 2 of 9*ELECTRONIC COPY I Massachusetts Department of Environmental Protection Provided by MassDEP: �- Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 WPA Form 5- Order of Conditions eDEP Transaction#:770751 �.(t Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/Town:BARNSTABLE e.cubic feet f.cubic feet g,cubic feet h.cubic feet 8.r.Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.pubic feet e.cubic-feet f.cubic feet 9.r Riverfront Area a.total sq.feet b.total sq.feet Sq ft within 100 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10.U Designated Port Areas Indicate size under Land Under the Ocean,below 11.r Land Under the Ocean a.square feet. b.square feet c.c/y dredged d.c/y dredged 12.r Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13.U Coastal Beaches a.square feet b.square feet c.c/y nourishment d.cly nourishment 14.r Coastal Dunes a.square feet b.square feet c.cry nourishment d.cty nouris7ment 15.r Coastal Banks a.linear feet b.linear feet 16.r Rocky Intertidal Shores a.square feet b.square feet 17.f Salt Marshes a square feet b.square feet c.square feet d.square feet 18.r Land Under Salt Ponds a.square feet b.square feet c.c/y dredged d.cly dredged 19.r Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet Page 3 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: l Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 WPA Form 5- Order of Conditions eDEP Transaction#:770751 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town:BARNSTABLE Indicate size under Coastal Banks,inland Bank,Land Under the 20.r:Fish Runs Ocean,and/or inland Land Under Waterbodies and Waterways, above c.cly dredged d..c/y dredged 21.P Land Subject to Coastal Storm Flowage 1421 1421 a.square feet b.square feet 22. r Restoration/Enhancement(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.5.c&d or B.17.c&d above,please entered the additional amount here. a.square feet of BV W b.square feet of Salt Marsh 23. r Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossingshiumber of replacement stream crossings. a number of new stream crossings b,number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a.the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. 8. This Order is not final until all administrative appeal periods from this Order have elapsed,or,if such an appeal has been taken, until all proceedings before the Department have been completed. 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, Page 4 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: i` Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 WPA Form 5-Order of Conditions eDEP Transaction#:770751 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/I'own:BARNSTABLE the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work.. 10. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or'MassDEP"] File Number:"003-5238" 11. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DER 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) G is not(2)I✓; subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater nmoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that:I all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control structures;ir..as-built final construction BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;ifi any illicit discharges to the stormwater management system have been removed,as per the requirements of Stormwater Page 5 of 9"ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 WPA Form 5-Order of Conditions eDEP Transaction#:770751 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cityfrown:BARNSTABLE Standard 10;iv.all post-construction stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement')for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implementthe Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 19(t)through 19(k)with respect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot;the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement 0 The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook g) The responsible party shall: 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof;and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved,by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. ) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. J) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. I) Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: Page 6 of 9*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: 1 Bureau of Resource Protection-Wetlands MassDEPFile#:003-5238 WA Form 5-Order of Conditions eDEP Transaction#:770751 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Iown:BARNSTABLE A Findings Under Municipal Wetlands Bylaw or Ordinance L Is a municipal wetlands bylaw or,ordinance applicable?F7 Yes 17- No 2. The Conservation Commission hereby_(check one that applies) a r DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically. 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: b. r APPROVES the proposed work,subject to the following additional conditions. 1.Municipal Ordinance or Bylaw TOWN OF 2.Citation S 237-1-S 237-14 P Y BARNSTABLE 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: SEE PAGES 7.1,7.2,AND 7.3 Page 7 of 9*ELECTRONIC COPY SE3-5238 AMENDED Name: Brian Guarco Approved Plan= August 6,2015 Site Plan by Craig Field,P.L.S. Special Conditions of Approval I. Preface Caution: Failure to comply with all Conditions of this Order of Conditions may have serious consequences. The consequence may include: issuance of a Stop Work Order; fines; requirement to remove un-permitted structures; requirement to re-landscape to original condition;inability to obtain a Certificate of Compliance, and more. The General Conditions of this Order begin on Page 5 and continue through Page 8. The Special Conditions contained herein and all Conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition Number 9(recording requirement)shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Fors A and B shall be completed and returned to the Commission prior to the start of work. 3. General Condition Number 10(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The work-limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer. 6. Staked strawbales backed by trenched-in siltation fencing shall be set along the approved work-limit line. Wattels may be used instead,following consultation with the Conservation Agent.Where authorized for 7.1 use,wattles shall be 12 inches in height at minimum.Effective sediment controls shall remain until the site is stabilized with vegetation,then they shall be removed. 7. Proposed elevation views shall be provided to the Conservation Agent. III. The following additional Conditions shall govern the project once work begins. Note, especially,Special Condition Number 14,requiring verification of the locations of the foundation and strawbale line. 8. General Conditions,Numbers 14 and 15(changes in plan)shall be complied with. 9. General Condition Number 18(maintaining sediment controls)shall be complied with. 10:. The construction work limit shown on the approved plan shall be strictly observed. 11. There shall be no construction disturbance of the site,including cutting of vegetation,beyond the work limit. This condition shall continue over time. 12. The Conservation Commission,its employees and its agents shall have a right of entry to inspect for compliance the provisions of this Order of Conditions. 13. Unless extended,this permit is valid for three years from the date of issuance. I 14. Upon completion of the foundation,the project surveyor or engineer shall verify in writing or by plan to the Commission the correct location of the foundation and work-limit line,and note any discrepancies from the approved plan. If verification is in the form of an"as-built"plan,the plan provided shall be drawn at the same scale as the approved plan. 15. Any fill used for this project shall be clean fill. Fill shall contain no trash,refuse,rubbish,or debris. 16. Construction shall conform to the requirements of the State Building Code and the Town of Barnstable Zoning By-Law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consultation with the Building Commissioner. 17. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof-runoff. 18. During construction,no area shall be left un-mulched or un-vegetated for more than thirty(30)days. All areas disturbed,during construction shall be re-vegetated immediately following completion of work at the site. Mulching shall not serve as a substitute for the requirement to re-vegetate disturbed areas at the conclusion of work. i 19. All proposed lawn areas shall be underlain with a minimum of six(6)inches of loam. 7.2 20. All mitigation planting shall be carried out.Advance consultation with the Conservation Agent required for. species and densities.Once done,the planting shall be retained.Replacement shall be provided for specimens failing to thrive.Temporary irrigation may be provided. 21. A 500-gallon dry well shall be installed in the driveway,as indicated on the approved plan. 22. The driveway may be constructed with pervious pavers. 23. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer must be used,only slow-release low-nitrogen(with 30-50%water insoluble nitrogen or`W.I.N') and low-phosphorus fertilizers shall be applied. Over-fertilizing shall be avoided (not-to-exceed limit=1 pound of nitrogen per 1,000 sq.ft.of lawn per application). No fertilizer shall be spread on hard surfaces such as driveways and sidewalks. 24. Work limit markers(wood stakes)shall remain in place until a Certificate of Compliance is issued for this project. IV. After all work is completed,the following condition must be promptly met: 25. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein,permitted. Barnstable Conservation Commission Form C. shall be completed and returned along with.the request for a Certificate of Compliance and appropriate fee Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional shall be submitted,certifying substantial compliance with the plans,setting forth what deviation(s),if any,exists with the record plans approved in the Order. This statement shall accompany the request for a Certificate of Compliance and fee,along with an updated sequence of color photographs of the undisturbed buffer zone. G 7.3 I __ Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection -Wetlands . sE3-5238 WPA Form 5 - Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP Transaction# Barnstable City/Town E. Signatures Important:When This Order is valid for three years,unless otherwise specified as a special SFP — 3 2015 filling out forms condition pursuant to General Conditions#4,from the date of issuance. 1.Date of Issuance on the computer, use only the tab Please indicate the number of members who will sign this form. key to move your This Order must be signed by a majority of the Conservation Commission. 2.Numb r of Signers cursor-do not use the return The Order must be mailed by certified mail (return receipt requested)or hand delivered to key. the applicant. A copy must be mailed, hand delivered or fil "I' tranically at the same time with the appropriate MassDEP Regional Office. — Signatures: i ❑ by hand delivery on by certified mail, return receipt requested,on $EP - 3 2015 Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order,any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding�Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L. c. 131, §40), and is inconsistent with the wetlands regulations(310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. 9 wpa5sigs.doc• rev.02/2512010 Page 50f_ LlMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 WPA Form 5-Order of Conditions eDEP Transaction#:770751 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cityfrown:BARNSTABLE E. Signatures This Order is valid for three years from the date of issuance,unless otherwise specified 1/2/2015 pursuant to General Condition#4.If this is an Amended Order of Conditions,the Amended 1.Date of Original Order Order expires on the same date as the original Order of Conditions. Please indicate the number of members who will sign this form.This Order must be signed by 7 a majority of the Conservation Commission. 1 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the property owner,if different from applicant. Signatures: PETER SAMPOU FAT PIU LEE SCOTT BLAZIS DENNIS R.HOULE LAURENCE MORIN. JOHN E.ABODEELY LOUISE R FOSTER r by hand delivery on f-by certified mail,return receipt requested,on Date Date F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located,are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions.The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request for Departmental Action Fee Transmittal Form,as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant,if he/she is not the appellant. Any appellants seeking to appeal the Departments Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project.Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing,requesting a Superseding Order,or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G.L.c. 131,§40),and is inconsistent with the wetlands regulations(310 CMR 10.00).To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Page 8 of 9" ELECTRONIC COPY BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register Massachusetts Department of Environmental Protection Provided by MassDEP: Ll Bureau of Resource Protection-Wetlands MassDEP File#:003-5238 WPA Form 5-Order of Conditions eDEP Transaction#:770751 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town:BARNSTABLE G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order.In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. BARNSTABLE Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. .................................................................................................................................................................................................. To: BARNSTABLE Conservation Commission Please be advised that the Order of Conditions for the Project at: 163 ESTEY AVENUE,HYANNIS 003-5238 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of County Book Page for. Property Owner BRIAN V.&ANNE D.GUARCO and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land,the instrument number identifying this transaction is: B k 29137 P o 3 2 6 4 4 4 9 6 InstrumentNumber 13 9—15—2 01=5 8 12_ S 4 P If registered land,the document number identifying this transaction is: Document Number 1 Signature of Applicant aev.arnoio Page 9 of 9*ELECTRONIC COPY I Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB No.2015-54 SHEET NO. Voice:(617)-285-7619 Fax:(781)-924-1509 CALCULATED BY jCb DATE 9/22/15 Email:,belanger_engine.ering@comcast.net CHECKED BY DATE CS09 Ver2010.10.30 www.struware_com STRUCTURAL CALCULATIONS FOR 163 Estey Ave Hyannis,MA,MA daIrl C. QaANM M0.9?54fi y f I CAPE COD REMODELING, L.L.C. RICHARD AVERY BOX 24 7 6 MASHPEE, MA 02649 CELL: (506) 958-7373 ' Belanger Engineering Ina JOB TITLE 163 Estey Ave 311 Pleasant Street - Hyannis,MA _ Pembroke,MA 02359 JOB NO.2015-34 SHEET NO. ?i Voice:(617)-285-7619 Fax:(781)-924-1509 CALCULATED BY jcb DATE 9/22/15 Email:belanger_engineering@comcast.net CHECKED BY DATE www.struware.com CODE SUMMARY Code: International Building Code 2009 Live Loads: Roof 0 to 200 sf: 17 psf 200 to 600 sf. 20.4-0.017Area,but not less than 12 psf over 600 s£ 12 psf Typical Floor Habital'attics&sleeping areas 30 psf All other areas except balconies&de 40 psf Balconies(exterior)-same as occupancy Mechanical 0 psf Stairs&Exitways 80 psf Balcony/Deck Partitions 15 psf Dead Loads: Floor 13.8 psf Roof 20.0 psf Wind Design Data: Basic Wind speed 110 mph Mean Roof Ht (h) 32.0 ft Occupancy Category I Importance Factor 0.77 Exposure Category C Enclosure Classif. Enclosed Building Internal pressure Coef. +/-0.18 Directionality (Kd) 0.85 Roof Snow Loads: Design Roof Snow load = 25.0 psf Flat Roof Snow Load Pf= 14.0 psf Ground Snow Load Pg = 25.0 psf Rain on Snow Surcharge = 0.0 psf Importance Factor I = 0.80 Snow Exposure Factor Ce = 1.00 Thermal Factor Ct = 1.00 Sloped-roof Factor Cs = 0.99 Earthquake Design Data: Occupancy Category: = I Importance Factor I = 1.00 Mapped spectral response Ss = 20.00 %g accelerations S l = 5.40 %g Site Class = D Spectral Response Coef Sds = 0.213 Shc = 0.0,86 Seismic Design Category = B Basic Structural System =Bearing Wall Systems Seismic Resisting System =Light frame walls with shear panels-wood structural panels/sheet steel panels Design Base Shear V = 0.010W Seismic Response Coef. Cs = 0.010 Response Modification Factor R = 6.5 Analysis Procedure =Equivalent Lateral-Force Analysis CARE COD REMODELING, LLC. RICHARD AVERY P.O. BOX 2416 MASHPEE, MA 02649 CELL: (50B) 95B-7373 ' Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB NO. 2015-54 SHEET NO. Voice:(617)-285-7619 Fax:(781)-924-1509 CALCULATED BY jcb DATE 9/22115 Email_belanger_engineering@comcast.net CHECKED BY DATE www.struware.com' CODE SUMMARY-continued Component and claddinci wind pressures Roof E-Surface Pressure(psf) Are4 10 sf 1 50 sf 1 100 sf Negative Zone 1 -23.8 -21.0 -19.8 Negative Zone 2 -27.8 -25.0 -23.8 Negative Zone 3 -27.8 -25.0 -23,8 Positive All Zones 21.8 20.4 19.8 Overhang Zone 3 -40.4 -37.5 -36.3 Overhang Zone 3 -40.4 -37.5 -36.3 Parapet Solid Parapet Pressure(psf) Area 10 sf 100 sf 500 sf CASE A: Interior zone 0.0 0.0 0.0 Comer zone 0.0 0.0 0.0 CASE B: Interior zone 0.0 0.0 0.0 Comerzonel 0.0 0.0 0.0 Wall Surface Pressure(psf) Areal 10 sf 100 sf 500 sf Negative Zone 4 -25.8 -22.3 -19.8 Negative Zone 5 -31.9 -24.8 -19.8 Positive Zone 4&5 23.8 20.2 17.8 1 1 r CAPE COD REMODELING, L.LC. RICHARD AVERY P.O. BOX 241 6' MASHPEE, MA 02649 CELL: (50B) 958-7373 ' Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB NO.2015-54 SHEET NO. Voice:(617)-285-7619 Fax:(781)-924-1509 CALCULATED BY jcb DATE 9/22/15 Email:belanger engineering@comcast.net CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2009 Occupancy: Occupancy Group= R Residential Occupancy Category & Importance Factors: Occupancy Category I in hurricane-prone region Wind factor= 0.77 Snow factor= 0.80 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (0) 7.00/12 30.3 deg Building length(L) 42.0 ft Least width (B) 30.0 ft Mean Roof Ht (h) 32.0 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft 1 Live Loads: Roof 0 to 200 sf: 17 psf 200 to 600 sf- 20.4-0.017Area,but not less than 12 psf over 600 sf: 12 psf Floor Typical Floor Habital attics&sleeping areas 30 psf All other areas except balconies& 40 psf Balconies(exterior)-same as occupan( Mechanical Stairs&Exitways 80 psf Balcony/Deck Partitions 15 psf CAPE_ COD REMODELING, L.LC. RICHARD AVERY P.O. Box 241 6 I MASHPEE, MA 02649 CELL: (508) 958-7373 i Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB NO.2015-54 SHEET NO. S Voice:(617}285-7619 Fax:(781Y924-1509 CALCULATED BY jcb DATE 9/22/15 Email:belanger engineering@comcastnet CHECKED BY DATE Wind Loads : Importance Factor 0.77 1 Basic Wind speed 110 mph Directionality (Kd) 0.85 Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Kh case 1 0.996 Kh case 2 0.996 Type of roof Gable A4 . INS.zk - `���-Speed-up Topographic Factor (Kzt) V(Z) x[upwind] x(donwir Topography Flat Hill Height (H) 10.0 ft H< 15ft H.12;exp C "' H Half Hill Length(Lh) 5-0 ft Kzt=1.0 Lh H12 Actual Inh = 0.00 s Use H/Lh = 0.00 ESCARPMENT Modified Lh = 5.0 ft From top of crest x= 10.0 ft Bldg up/downwind? downwind V�Z� Z 4 j � Speed-up H/Lh=0.00 Ki= 0.000 V{Z} x(upari -`.> nd) � .-,X�, x(down+uind) x/Lh= 2.00 K2= 0.000 z/Lh=6.40 K,_ 1.000 `'" ' = W2 H At Mean Roof Ht: �Ll Kzt=(1+K iK2K;)^2= 1.00 ;;:_r;;;:: - 'v 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>I second). h= 32.0 ft However,if building h/B<4 then probably rigid structure(rule of thumb). B= 30.0 ft h/B= 1.07 Therefore,probably rigid structure /z(0.6h)= 19.2 ft G= 0.85 Using rigid structure default Rizid Structure Flexible or Dynamically Sensitive Structure /s= 0.20 Natural Frequency (n 1)= 0.0 Hz I= 500 ft Damping ratio(0 = 0 Zi„= 15 ft /b= 0.65 c= 0.20 :/a= 0.15 9Q,gy= 3.4 Vz= 96.5 LZ= 448.7 ft N 1= 0.00 Q= 0.92 R.= 0.000 IZ= 0.22 Rh= 28.282 r1= 0.000 h= 32.0 ft G= 0.98 use G=0.85 RB= 28.282 n= 0.000 RL= 28.282 11= 0.000 gR = 0.000 R = 0.000 CAPE COD REMODELING, LLC. G = 0.000 RICHARD AVERY P.O. BOX 2416 MASHPEE, MA (32649 CELL: (BOB) 9513-7373 ' Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB NO. 2015-54 SHEET No. (� Voice:(617)-285-7619 Fax:(781)-924-1509 CALCULATED BY jcb DATE 9/22/15 Email:belanger engineering@comcastnet CHECKED BY DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80%open. Ao >_ 0.8Ag Test for Partially Enclosed Building: In ut Test Ao 0.0 sf Ao z l.lAoi YES Ag 0.0 sf Ao>4'/0.0141 NO Aoi 0.0 sf Aoi/Agi _< 0.20 NO Building is NOT Partially Enclosed. Agi 0.0 sf U Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao>=1.lAoi Ao> smaller of 4'or 0.01 Ag Aoi/Agi<= 0.20 Where: Ao=the total area of openings in a wall that receives positive external pressure. Ag=the gross area of that wall in which Ao is identified. Aoi=the sum of the areas of openings in the building envelope(walls and roof)not including Ao. Agi=the sum of the gross surface areas of the building envelope(walls and roof)not including Ag. i Reduction Factor for large volume partially enclosed buildings (Ril If the partially cncloscd building contains a single room that is unpartitioned,the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall&roof openings (Aog): 0 sf Unpartitioned internal volume (Vi): 0 cf Ri= 1.00 Altitude adjustment to constant 0.00256 Altitude'= 10 feet Average Air Density= 0:0765 Ibm/ft' Constant= 0.002559 CAPE COD REMODELING, LLC. RICHARD AVERY P•0• BOX 241 6 MASHPEE, MA 02649 CELL: (50I3) 958-7373 f Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB NO. 2015-54 _ _SHEET NO. 7 _ Voice:(617)-285-7619 Fax:(781)-924-1509 CALCULATED BY jcb _ _ DATE _ 9/22_/15 Email:belanger engineering@comeastnet CHECKED BY DATE Wind Loads-MWFRS all h (Enclosed/partially enclosed only) Kh(case 2)= 1.00 h= 32.0 ft GCpi= +/418 Base pressure(ch)= 20.2 psf ridge ht= 30.0 sf G= 0.85 Roof Angle= 30.3 deg L= 42.0 ft qi=qh' Roof tributary area-(h/2)*L: 672 sf B= 30.0 ft (h/2)*B: 480 sf Surface Pressures(psf) Wind Normal to Ridge(psf) ' Wind Parallel to Ridge(psf) B/L=0.71 h/L= 1.07 L/B= 1.40 h/L=036 Surface Cp gbGCp w/+giGCPi w/-%GCpi Dist* Cp ghGCp w/+(GCpi w/-ghGC i Windward Wall(WW) 0.80 13.7 see table below 0.80 13.7 see table below Leeward Wall(LW) -0.50 -8.6 -12.2 -4.9 -0.42 -7.2 -10.8 -3.6 Side Wall(SW) -0.70 -12.0 -15.6 -8.4 -0.70 -12.0 -15.6 -8.4 Leeward Roof(LR) -0.60 -10.3 -13.9 -6.7 Included in windward roof Windward Roof neg press. -0.29 -5.1 -8.7 -1.4 0toh/2* -1.02 -17.5 -21.1 -13.8 Windward Roof pos press. 0.20 3.4 -0.2 7.1 h2 to h* -0.80 -13.6 -17.3 -10.0 h to 2h* -0.60 -10.4 -14.0 -6.7 a *Horizontal distance from windward edge Windward Wall Pressures at"z"(psf) Combined WW+LW Windward Wall Normal Parallel LR /-�. z Kz I Kt gZGCp w/+,9;GCpi w/-gnGCpi to Ridge to Ridge 0 to 15' 0.85 1.00 11.7 psf 8.1 psf 15.3 psf 20.3 psf 18.9 psf SW 20.0 ft 0.90 1.00 12.4 8.8 16.1 21.0 19.6 LW 25.0 ft 0.95 1.00 13.0 9.4 16.7 21.6 20.2 ridge= 30.0 ft 0.98 1.00 13.5 9.9 17.2 22.1 20.7ur ��DIRECIION VM;D NORMAL TO \\RMCE C�i R FK � LW CAPE COD REMODELING, LLC. �S-T' 1 RICHARD AVERY ~ r �W P.O. BOX 24 7 6 --ir<v MASHPEE, MA 02649 40 CELL: (5013) 95I3-7373 DMECIE WMD PARAT-111 To RM(PX NOTE: LW -'sw See figure in ASCE7 for the application of full and partial loading }vex of the above wind pressures.There are 4 different loading cases. I [Parapet .� z Kz Kzt 0.0 ft 0.85 1.00 0.0 ww i Windward parapet: 0.0 psf (GCpn=+1.5) Leeward parapet: 0.0 psf (GCpn=-1.0) • warn / Cam" rYrrciswmnruwm�c Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB No. 2015-54 - - _ - SHEET NO. 1Dj Voicc:(617)-285-7619 Fax:(781)-924-1509 CALCULATED BY jcb DATE 922/15 Email:belanger engineering cr comcast.net CHECKED BY DATE Wind Loads-Components&Cladding : h <=60' Kh(case 1)= 1.00 h= 32.0 ft Base pressure(qh)= 20.2 psf a= 3.0 ft Minimum parapet ht= 0.0 ft GCpi= +/-0.18 Roof Angle= 30.3 deg Type of roof=Gable Roof GCp+/-GCpi Surface Pressure(psf) User input Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 75 sf 500 sf Negative Zone 1 _L18 .-1.04 -0.98 -23.8 ps -21.0 ps -19.8 ps -20.3 ps -19.8 ps Negative Zone 2 -1.38 -1.24 -1.18 -27.8 ps -25.0 ps -23.8 ps -24.3 ps -23.8 ps Negative Zone 3 -1.38 -1.24 -1.18 -27.8 ps -25.0 ps -23.8 ps -24.3 ps -23.8 ps Positive All Zones 1.08 1.01 0.98 21.8 psf 20.4 psf 19.8 psf 20.0 psf 19.8 ps Overhang Zone 3 -2.00 -1.86 -1.80 -40.4 psf -37.5 ps -36.3 ps -36.8 ps -36.3 ps Overhang Zone 3 -2.00 -1.86 -1.80 -40.4 ps -37.5 ps -36.3 ps -36.8 ps -36.3 ps Overhang pressures in the table above assume an internal pressure coefficient(Gcpi)of 0.0 Parapet qp= 0.0 psf Surface Pressure s Userin ut Solid Parapet Pressure 10 sf 100 sf 500 sf 40 sf CASE A=pressure towards building CASE A:Interior zone: 0.0 psf 0.0 psf 0.0 psf 0.0 ps CASE B=pressure away from building Corner zone: 0.0 ps 0.0 ps 0.0 ps 0.0 ps CASE B:interior zone: 0.0 psf 0.0 psf 0.0 psf 0.0 ps Comer zone:1 0.0 psf 0.0 psf 0.0 ps 0.0 psfl Walls GCp+/-GCpi Surface Pressure at"h" User input Area 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf Negative Zone 4 -1.28 -1.10 -0.98 -25.8 psf -22.3 psf -19.8 ps -23.3 ps -21-2 ps Negative Zone 5 -1.58 -1.23 -0.98 -31.9 ps -24.8 psf -19.8 ps -26.9 ps -22.6 ps Positive Zone 4&5 1.18 1.00 0.88 23.8 psf 20.2 psf 17.8 psf 21.3 psf 19.2 ps d CAPE COD REMODELING RICHARD AVERY LLC. P•O. BOX 247 6 MASHPEE, MA 02649 CELL: (508) 958-7373 Belanger Engineering Inc. JOB TITLE 163 Estey Ave 311 Pleasant Street Hyannis,MA Pembroke,MA 02359 JOB NO. 2015-54 SHEET NO. Voice:(617)-285-7619 Fax(781)-924-1509 CALCULATED BY jcb DATE 9/22/15 Email:belanger_engineering@comcast.net CHECKED BY DATE Location of Wind Pressure Zones 20 ri I �• I r:� I I {1 i I ' 1 f f t' j I I (D I � 4 a I 1 I a 1 I WALL 5 15 I 1 /�,r----7—L 8 3 —2— I -2 —t3 -t OI 2' IC} Roofs w/ 0<_10' Walls h 5 60' Gable,Sawtooth and and all walls &alt design"0' Multispan Gable 0<_7 degrees& Monoslope roofs h>60' Monoslope_<3 degrees 31<0<_100 h 5 60'&alt design h<90' h 5 60'&alt design h<90' a a s ..'a I I I I I �•«�'• I `.J I'L: -- f I � LiLl'= Monoslope roofs Multispan Gable& Hip 7° < 0 5 27' 1 100<0 5 30° Gable 7*<0 s 45° ! ! h S 60'&alt design h<90' J 3 -- — Sawtooth 101<0 <_ 450 ' r h 5 60'&alt design h<90' 0 co JJ3 Lb r - CAPE COD RE MODELING, EMODELING, LLC. "'I W-2 j�'1 �` T`'; RICHARD AVERY Ij' P•C�. BOX 24 1 6 MASHPEE, MA 02649 Stepped roofs 053' CELL: (508) 956 7373 h<_60'&alt design h<90' EELANGER ENGINEERING INC. JOB l(i 3 eS7 F-I AVE '111A PIS, M a Consulting Structural Engineers SHEET NO. /O OF CALCULATED BY J('13 DATE 9 311 Pleasant Street,Pembroke,MA 02359 CHECKED BY DATE Voice:617-285-7619 Email:belangeiengineering@comcast.net SCALE 7v j2,D c= C,�r,�J f P � L 3 k Pew Pw PL /o7.�G P�S� ,lN�►✓L 1PA&%ItL y. K'06 6 *1440 oQ Y T�iP �o �1 EGG CAPE COD REMODELING, LLC. RICH BOX A 7 •O. 24 Rv �' t 6 MASHp CELL: (5061M9 C2649 58-7373 BELANGER ENGINEERING INC. JOB Consulting Structural Engineers SHEET No. / of CALCULATED BY Gl2i DATE ZZT/ri 311 Pleasant Street,Pembroke,MA 02359 CHECKED BY DATE Voice:617-285-7619 Email:belangei engineering@comcaSLnet SCALE L fee P (a gAf� 1'�-I� I3,pZ��Z� • �3 ��ys ��'� - Sf� A )5 ,�S � CAPE COD REMODELING, L.L.C. RICHARD AVERY P.O. BOX 24 7 6 MASHPEE, MA 02649 s CELL: (508) 958-7373 Project:2015-54(163 Estey Ave Hyannis) vase John Belanger Location:Attic Floor Beam 4 Belanger Engineering inc. Multi-Span Floor Beam 311 Pleasant Street or [2009 International Building Code(2005 NDS)] Pembroke,MA 02359 (3)1.75 IN x 11.25 IN x 36.0 FT(15+6+15) StruCalc Version 8.0.113.0 10/16/2015 12:19:41 PM 1.9E Microllam-iLevel Trus Joist Section Adequate By:32.7% Controlling Factor.Moment CAUTIONS `Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center Right LOADING DIAGRAM Live Load 0.33 IN U540 -0.06 IN U1131 0.33 IN U540 Dead Load 0.19 in -0.03 in 0.19 in Total Load 0.52 IN U347 -0.10 IN U758 0.52 IN U347 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B - C D Live Load 3480 lb 8717 lb 8717 lb 3480 lb, Dead Load 1991 lb 3741 fb 3741 lb 1991 lb Total Load 5472 lb 12458 lb 12458 lb 5472 lb Bearing Length 1.39 in 3.16 in 3.16 in 1.39 in BEAM DATA Left Center Right Span Length 15 ft 6 ft 15 ft. Unbraced Length-Top 0 ft 0 ft 0 ft A_ -15ft --- - B Eft -°- --------15ft- --- _ - Unbraced Length-Bottom 15 ft 6 ft 15 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Left C n er Right 1.9E Microllam-ilevel Trus Joist Floor Live Load FILL= 55 psf 55 psf 55 psf Base Values Adiusted Floor Dead Load FDL= 30 psf 30 psf 30 psf Floor Tributary Width Side One TW1 = 5 ft 5 ft 5 ft Cd=1.00 C1=0.98 CF=1.01 Bending Stress: = 0 psi Fb' 2568 psi Floor Tributary Width Side Two TW2= 5 ft 5 ft 5 ft Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 0 plf 0 plf 0 plf 1 Cd=1,00 BEAM LOADING Left Center Right Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Reduced Floor Live Load 55 psf 55 psf 55 psf Comp.-L to Grain: Fc--L= 750 psi Fc--L = 750 psi Total Live Load 550 plf 550 plf 550 plf Total Dead Load 300 plf 300 plf 300 plf Controlling Moment: -17854 ft-lb Beam Self Weight 18 plf 18 plf 18 plf Over right support of span 1 (Left Span) Total Load 868 plf 868 plf 868 pif Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear. -6922 lb At a distance d from the right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: ReWd Provided Section Modulus: 83.43 in3 110.74 in3 Area(Shear): 36.43 in2 59.06 in2 Moment of Inertia(deflection): 431 in4 622.92 in4 Moment: -17854 ft-lb 23699 ft-lb Shear. -6922lb 1122216 CAPE. COD REMODELING, LLC. RICHARD AVERY P.O. BOX 241 6 MASHPEE, MA (32649 CELL: (5013) 958-7373 1 a e Project:2015-54(163 Estey Ave Hyannis) P 9 John Belanger Location:Second Floor Beam 2 Belanger Engineering Inc. Multi-Loaded Multi-Span Beam 311 Pleasant Street [2009 International Building Code(AISC 13th Ed ASD)] Pembroke,MA 02359 A36 W8x58 x 20.0 FT StruCalc Version 8.0.113.0 10/16/2015 12:20:21 PM Section Adequate By:21.7% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.55 IN U438 Dead Load 0.22 in Total Load 0.77 IN L1312 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A_ B Live Load 6400 lb 6400 lb Dead Load 2830 lb 2830 lb Total Load 9230 lb 9230 lb Bearing Length 1.20 in 1.20 in BEAM DATA Center Span Length 20 It Unbraced Length-Top 0 ft Unbraced Length-Bottom 20 ft STEEL PROPERTIES UNIFORM LOADS Center W8x58-A36 Uniform Live Load 30 plf Uniform Dead Load 15 plf Properties: Beam Self Weight 58 plf Yield Stress: FY 36 ksi Total Uniform Load 103 plf = Modulus of Elasticity: E= 29000 ksi POINT LOADS-CENTER SPAN Depth. d= 8.75 in Load Number One Web Thickness: tw= 0.51 in Live Load 12200 lb Flange Width: bf= 8.22 in Dead Load 4200 lb Flange Thickness: If= 0.81 in Location loft Distance to Web Toe of Fillet: k= 1.2 in Moment of Inertia About X-X Axis: Ix= 228 in4 Section Modulus About X-X Axis: Sx= 52 in3 Plastic Section Modulus About X-X Axis: Zx= 59.8 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 5.07 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: MR= 12.45 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 8.74 ft Nominal Flexural Strength w/safety factor. Mn= 107425 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 12.45 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 63.58 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor. Vn= 64260 lb Controlling Moment: 87150 ft-lb 10.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 92301b At left support of span 2(Center Span) Created by combining all dead loads and live loads on spans Comparisons with required sections: Read Provided Moment of Inertia(deflection): 187.31 in4 228 in4 Moment: 87150 ft-lb 107425 ft-lb Shear: 9230 lb 64260lb CAPE COD REMODELING, LLC. RICHARD AVERY I'•0. BOX 24 7 6 MASHPEE, MA 02649 CELL: (5081 9 5:9-73 7? Project:2015-54(163 Estey Ave Hyannis) Lof/ John Belange Location:Second Floor Beam 3 Belanger Engineering Inc. Multi-Loaded Multi-Span Beam 311 Pleasant Street [2009 International Building Code(AISC 13th Ed ASD)] Pembroke,MA 02359 36 W8x31 x 13.0 FT . StruCalc Version 8.0.113.0 10/16/2015 12:28:14 PM Section Adequate By:8-5% LOADING DIAGRAM Controlling Factor.Moment DEFLECTIONS Center Live Load 0.30 IN U517 Dead Load 0.16 in Total Load 0.46 IN U340 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 10025 lb 7525 lb Dead Load 5203 lb 4050 lb Total Load 15228 lb 11575 lb Bearing Length 0.83 in 0.83 in BEAM DATA Center --.-. -- un- Span Length 13 It Unbraced Length-Top 0 It Unbraced Length-Bottom 13 ft UNIFORM LOADS Center STEEL PROPERTIES STEEL PRO A36 Uniform Live Load 850 plf j Uniform Dead Load 450 plf Properties: Beam Self Weight 31 plf Yield Stress: Fy= 36 ksi Total Uniform Load 1331 .plf Modulus of Elasticity: E= 29000 ksi POINT LOADS-CENTER SPAN Depth: d= 8 in Load Number One Web Thickness: tw= 0.29 in Live Load 6500 lb Flange Width: bf= 8 in Dead Load 3000 lb Flange Thickness: tf= 0.44 in Location 4 ft Distance to Web Toe of Fillet: k= 0.83 in Moment of Inertia About X-X Axis: Ix= 110 in4 Section Modulus About X-X Axis: Sx= 27.5 in3 Plastic Section Modulus About X-X Axis: 7x= 30.4 in3 Design Properties per AISC 13th Edition.Steel Manual: Flange Buckling Ratio: FBR= 9.2 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: WBR= 22.25 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 8.41 ft Nominal Flexural Strength w/safety factor. Mn= 54611 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 22.25 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 63.58 Cv Factor. Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor. Vn= 32832 lb Controlling Moment: 50327 ft-lb 4.29 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 15228 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 77.67 in4 110 in4 Moment: 50327 ft-lb 54611 ft-lb Shear. 15228 lb 32832lb CAPE COD REMODELING, L.L.C. RICHARD AVERY P.O. BOX 247 6 MASHPEE, MA 02649 CELL: (508) 958-7373 Project:2015-54(163 Estey Ave Hyannis) L-If/ John BelangerLocation:Second Floor Beam 2 Belanger Engineering Inc. Multi-Loaded Multi-Span Beam 311 Pleasant Street [2009 International Building Code(AISC 13th Ed ASD)] Pembroke,MA 02359 W8x58 x 20.0 By:y:21.7% Section Adequate StruCalc Version 8.0.113.0 10/16/2615 12:28:36 PM Sec Controlling Factor.Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.55 IN U438 Dead Load 0.22 in Total Load 0.77 IN U312 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A_ B Live Load 6400 lb 6400 lb Dead Load 2830 lb 2830 lb Total Load 9230 lb 9230 lb Bearing Length 1.20 in 1.20 in BEAM DATA Center A- -----20 ft - -- --- B Span Length 20 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 20 ft STEEL PROPERTIES UNIFORM LOADS Center WBx58-PROPERTIES A36 Uniform Live Load 30 plf Uniform Dead Load 15 plf Beam Self Weight 58 plf Properties:Yield Stress: Fy 36 ksi Total Uniform Load 103 plf = Modulus of Elasticity: E= 29000 ksi POINT LOADS-CENTER SPAN Depth: d= 8.75 in Load Number One Web Thickness: tw,= 0.51 in Live Load 12200 lb Flange Width: bf= 8.22 in Dead Load 4200 lb Flange Thickness: tf= 0.81 in Location loft Distance to Web Toe of Fillet: k= 1.2 in Moment of Inertia About X-X Axis: Ix= 228 in4 Section Modulus About X-X Axis: Sx= 52 in3 Plastic Section Modulus About X-X Axis: 2x= 59.8 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 5.07 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: WBR= 12.45 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: LP= 8.74 ft Nominal Flexural Strength w/safety factor. Mn= 107425 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw,= 12.45 Limiting height to thickness ratio foregn.G2-2:h/tw-limit= 63.58 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 64260 lb Controlling Moment: 87150 ft-lb 10.0 Ft from left support of span 2(Center Span) ' Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 9230 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 187.31 in4 228 in4 Moment: 87150 ft-lb 107425 ft-lb CAPE COD REMODELING, L.L.C. Shear. 9230 lb 64260 lb RICHARD AVERY P.O. Box 241 6 MASHPEE, MA 02649 CELL: (509) 958-7373 Project:2015-54(163 Estey Ave Hyannis) Lf/ John Belanger Location:First Floor Beam Under Bearing Wall Above Belanger Engineering Inc. Multi-Span Floor Beam 311 Pleasant Street [2009 International Building Code(AISC 13th Ed ASD)] Pembroke,MA 02359 A36 W8x28 x 22.5 FT(10+12.5) StruCalc Version 8.0.113.0 10/16/2015 1228:59 PM Section Adequate By:22.8% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Riaht Live Load 0.07 IN U1649 0.16 IN U927 Dead Load 0.02 in 0.09 in Total Load 0.09 IN U1338 0.25 IN U594 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B C Live Load 5556 lb 17754 lb 6727 lb Dead Load 3118 lb 13181 lb 4582 lb Total Load 8673 lb 30934 lb 11309 lb Bearing Length 0.86 in 0.86 in 0.86 in BEAM DATA Center Right _.. loft Span -- Span Length 10 ft 12.5 ft C Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 10 ft 12.5 ft STEEL PROPERTIES FLOOR LOADING Center Right W8x28-A36 Floor Live Load FLL= 125 psf 125 psf Floor Dead Load FDL= 60 psf 60 psf Floor Tributary Width Side One TW1 = 5 ft 5 ft Properties: Floor Tributary Width Side Two TW2= 5 ft 5 ft Yield Stress: Fy= 36 ksi = Modulus of Elasticity: E= 29000 ksi Wall Load WALL 300 plf 300 plf Depth: d= 8.06 in BEAM LOADING Center Right Web Thickness: tw,= 0.29 in Reduced Floor Live Load 125 psf 125 psf Flange Width: bf= 6.54 in Total Live Load 1250 plf 1250 plf Flange Thickness: tf= 0.47 in Total Dead Load 900 plf 900 plf Distance to Web Toe of Fillet: k= 0.86 in Beam Self Weight 28 plf 28 plf Moment of Inertia About X-X Axis: Ix= 98 in4 Total Load 2178 plf 2178 plf Section Modulus About X-X Axis: Sx= 24.3 in3 Plastic Section Modulus About X-X Axis: Zx= 27.2 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.03 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: WBR= 22.25 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 12.5 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 6.74 ft for Eqn.172-2: Lr= 27.93 ft Nominal Flexural Strength w/safety factor: Mn= 43889 ft-lb Controlling Equation: F2-2 Web height to thickness ratio: h/tw= 22.25 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 63.58 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 33078 lb Controlling Moment: -35733 ft-lb Over left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: 16471 lb At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Reu'd Provided Moment of Inertia(deflection): 39.57 in4 98 in4 CAPE COD REMODELING Moment: -35733 ft-lb 43889 ft-lb , LLC. Shear: 16471 lb 33078 lb R►CHARD AvERy P.O. BOX 241 6 MASHPEE, MA 02649 CELL: (508) 958-7373 r I Project:2015-54(163 Estey Ave Hyannis) [Page John Belanger Location:First Floor Beam at Kitchen Belanger Engineering Inc. Uniformly Loaded Floor Beam 311 Pleasant Street or [2009 International Building Code(AISC 13th Ed ASD)] Pembroke,MA 02359 A36 W8x10 x 12.5 FT StruCalc Version 8.0.113.0 10/16/2015 12:29:19 PM Section Adequate By:45.7% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.25 IN U610 Dead Load 0.10 in Total Load 0.34 IN U436 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A_ B Live Load 2500 lb 2500 lb Dead Load 1000 lb 1000 lb Total Load 3500 lb 3500 lb Bearing Length 0.51 in 0.51 in BEAM DATA Center - -1zsft— Span Length 12.5 ft Unbraced Length-Top 0 ft STEEL PROPERTIES FLOOR LOADING W8x10-A36 Side 1 Side 2 Properties: Floor Live Load FLL= 40 psf 40 psf Floor Dead Load FDL= 15 psf 15 psf Yield Stress: Fy= 36 ksi Floor Tributary Width FTW= 5 ft 5 ft Modulus of Elasticity: E= 29000 ksi Wall Load WALL= 0 plf Depth: d= 7.89 in Web Thickness: tw= 0.17 in BEAM LOADING Flange Width: bf= 3.94 in Beam Total Live Load: wL= 400 plf Flange Thickness: tf= 0.21 in Beam Total Dead Load: wD= 150 plf Distance to Web Toe of Fillet: k= 0.51 in Beam Self Weight: BSW= 10 plf Moment of Inertia About X-X Axis: Ix= 30.8 in4 Total Maximum Load: wT= 560 plf Section Modulus About X-X Axis: Sx= 7.81 in3 Plastic Section Modulus About X-X Axis: Zx= 8.87 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 9.61 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: WBR= 40.47 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 3.5 ft Nominal Flexural Strength w/safety factor: Mn= 15934 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 40.47 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 63.58 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor. Vn= 19315 lb Controlling Moment: 10938 ft-lb 6.25 ft from left support Created by combining all dead and live loads. Controlling Shear: 3500 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Moment of Inertia(deflection): 18.18 in4 30.8 in4 Moment: 10938 ft-lb 15934 ft-lb Shear: 3500 lb 19315lb CAPE COD REMODELING, LLC. RICHARD AVERY P.O. BOX 247 6 MASHPEE, MA 02649 CELL: (508) 95Ei-73734 Project:2015-54(163 Estey Ave Hyannis) page "John Belanger )'$ Location:First Floor Beam Garage Header Belanger Engineering Inc. Multi-Span Floor Beam 311 Pleasant Street or (2009 International Building Code(2005 NDS)] Pembroke,MA 02359 (3)1.75 IN x 9.25 IN x 30.0 FT(10+10+10) StruCalc Version 8.0.113.0 10/16/2015 12:30:01 PM 1.9E Microllam-iLevel Trus Joist Section Adequate By:33-7% Controlling Factor:Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center Right LOADING DIAGRAM Live Load 0.16 IN U737 0.11 IN U1081 0.16 IN L/737 Dead Load 0.09 in 0.01 in 0.09 in Total Load 0.26 IN U470 0.12 IN U1017 0.26 IN U470 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B C D Live Load 2813 lb 7500 lb 7500 lb 2813 lb Dead Load 2061 lb 5667 lb 5667 lb 2061 lb Total Load 4873 lb 13167 lb 13167 lb 4873 lb Bearing Length 1.24 in 3.34 in 3.34 in 1.24 in BEAM DATA Left Center Right Span Length 10 It 10 ft 10 ft Unbraced Length-Top 0 ft 0 ft 0 It A loft --- B - loft— - G. -- --loft Unbraced Length-Bottom 10 ft 10 ft 10 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING Left Center Right 1.9E Microllam-iLevel IE Joist Floor Live Load FLL= 125 psf 125 psf 125 psf Base Values Adiusted Floor Dead Load FDL= 60 psf 60 psf 60 psf Bending Stress:. Fb= 2600 psi Fb'= 2666 psi Floor Tributary Width Side One TW1 = 5 ft 5 ft 5 ft Cd=1.00 CI=0.99 CF=1.04 Floor Tributary Width Side Two TW2= 0 ft 0 ft 0 ft Shear Stress: Fv= 285 psi Fv'= 285 psi Wall Load WALL= 200 pif 200 plf 200 plf Cd=1.00 BEAM LOADING Left Center Right Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Reduced Floor Live Load 125 psf 125 psf 125 psf Comp.-L to Grain: Fc=1= 750 psi Fc--L = 750 psi Total Live Load 625 plf 625 plf 625 plf Total Dead Load 500 plf 500 plf 500 plf Controlling Moment: -12443 ft-lb Beam Self Weight 15 plf 15 plf 15 plf Over right support of span 2(Center Span) Total Load 1140 pff 1140 plf 1140 plf Created by combining all dead loads and live loads on span(s)2;3 Controlling Shear: -6147 lb At a distance d from the right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Reg'd Provided Section Modulus: 56.01 in3 74.87 in3 Area(Shear): 32.35 in2 48.56 in2 Moment of Inertia(deflection): 176.9 in4 346.26 in4 Moment -12443 ft-lb 15633 ft-lb Shear. 6147lb 9227lb CAPE COD REMODELING, LL..- RICHARD AVERY P.O. BOX 241 6 MASHPEE, MA 02649 CELL: (506) 958-7373 Project:2015-54(163 Estey Ave Hyannis) page John Belanger Location:Low Roof Beam 1 Belanger Engineering Inc. Multi-Loaded Multi Span Beam 311 Pleasant Street of 12009 International Building Code(2005 NDS)) l Pembroke,MA 02359 (3)1.5 IN x 925 IN x 8.5 FT StruCalc Version 8.0.113.0 10/16/201512:30:35 PM #2-Hem-Fir-Dry Use Section Adequate By:45-9% Controlling Factor.Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN U1244 Dead Load 0.04 in Total Load 0.13 IN U805 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1431 lb 794 lb Dead Load 748 lb 461 lb Total Load 2180 lb 1255 lb Bearing Length 1.20 in 0.69 in BEAM DATA Center Span Length 8.5 ft Unbraced Length-Top 0 ft - ---- -------- a-s ff Unbraced Length-Bottom 8.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES UNIFORM LOADS Center #2-Hem-Fir Uniform Live Load 100 plf Base Values Adiusted Uniform Dead Load 60 plf Bending Stress: Fb= 850 psi Fb'= 1075 psi Beam Self Weight 8 plf Cd=1.00 CF=1.10 Cr-1.15 Total Uniform Load 168 plf Shear Stress: Fv= 150 psi Fv'= 150 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Live Load 100 lb Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Dead Load 60 lb Comp,1toGrain: Fc--L= 405 psi . Fc--L= 405 psi Location 4.25 ft TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 3940 ft-lb Load Number One 3.65 Ft from left support of span 2(Center Span) Left Live Load 300 plf Created by combining all dead loads and live loads on spans)2 Left Dead Load 135 plf Controlling Shear: 1718 lb Right Live Load 300 plf At a distance d from left support of span 2(Center Span) Right Dead Load 135 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft Load End 4.25 ft Comparisons with required sections: Read Provided Load Length 4.25 ft Section Modulus: 43.97 in3 64.17 in3 Area(Shear): 17.18 in2 41.63 in2 Moment of Inertia(deflection): 88.48 in4 296.79 in4 Moment: 3940 ft-lb 5750 ft-lb Shear: 1718 lb 4163 lb CAPE COD REMODELING, LLC. RICHARD AVERY P•C. BOX 2476 MASHPEE, MA 02649 CELL: (506) 959-7373 Le Project:2015-54(163 Estey Ave Hyannis) John Belanger Location:Low Roof Beam 2 Belanger Engineering Inc. Multi-Loaded Multi-Span Beam 311 Pleasant Street [2009 International Building Code(2005 NDS)] Pembroke,MA 02359 (3)1.5 IN x 11.25 IN x 10.0 FT StruCalc Version 8.0.113.0 10/16/2015 1231:05 PM #2-Hem-Fir-Dry Use Section Adequate By:37.3% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN U1472 Dead Load 0.05 in Total Load 0.13 IN U934 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 900, lb 1100 lb Dead Load 547 lb 647 lb Total Load 1447 lb 1747 lb Bearing Length 0.79 in 0.96 in BEAM DATA Center Span Length 10 ft Unbraced Length-Top 0 ft -- - - ion--- - Unbraced Length-Bottom 10 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 100 plf #2-Hem-Fir Uniform Dead Load 60 plf Base Values Adjusted Beam Self Weight 9 plf Bending Stress: Fb= 850 psi Fb'= 978 psi Total Uniform Load 169 plf Cd=1.00 CF=1.00 Cr-1.15 Shear Stress: Fv.= 150 psi Fv'= 150 psi POINT LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Live Load 1000 lb Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Dead Load 500 lb Comp.1 to Grain: Fc--L= 405 psi Fc--L= 405 psi Location 6 ft Controlling Moment: 5633 ft-lb 6.0 R from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1595 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 69.16 in3 94.92 in3 Area(Shear): 15.95 in2 50.63 in2 Moment of Inertia(deflection): 137.26 in4 533.94 in4 Moment: 5633 ft-lb 7732 ft-lb Shear -1595 fb 5063 lb CAPE COD REMODELING, LL:. RICHARD AVERY P.O. Box 241 6 MASHPEE, MA 02649 CELL: (508) 958-7373 f Project:2015-54(163 Estey Ave Hyannis) page John Belanger v r Location:Second Floor Beam 1 Belanger Engineering Inc. Uniformly Loaded Floor Beam 311 Pleasant Street or [2009 International Building Code(AISC 13th Ed ASD)] Pembroke,MA 02359 A36 W8x21 x 17.0 FT StruCalc Version 8.0.113.0 10/16/2015 12:33:16 PM Section Adequate By:46.4% Controlling Factor.Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.39 IN U527 Dead Load 0.15 in Total Load 0.53 IN U382 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B - Live Load 3825 lb 3825 lb Dead Load 1454 lb 1454 lb Total Load 5279 lb 5279 lb Bearing Length 0.70 in 0.70 in BEAM DATA Center Span Length 17 ft Unbraced Length-Top 0 ft STEEL PROPERTIES FLOOR LOADING W8x21 -A36 Side 1 Side 2 Floor Live Load FLL= 60 psf 30 psf Properties: Floor Dead Load FDL= 15 psf 15 psf Yield Stress: Fy= 50 ksi Floor Tributary Width FTW= 5 ft 5 ft Modulus of Elasticity: E= 29000 ksi Wall Load WALL= 0 plf Depth: d= 8.28 in Web Thickness: tw= 0.25 in BEAM LOADING Flange Width: bf= 5-27 in Beam Total Live Load: wL= 450 plf Flange Thickness: If= 0.4 in Beam Total Dead Load: wD= 150 plf Distance to Web Toe of Fillet k= 0.7 in Beam Self Weight: SSW= 21 plf Moment of Inertia About X-X Axis: Ix= 75.3 in4 Total Maximum Load: wT= 621 plf Section Modulus About X-X Axis: Sx= 18.2 in3 Plastic Section Modulus About X-X Axis: Zx= 20.4 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 6.59 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 27.52 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 4.45 ft Nominal Flexural Strength w/safety factor. Mn= 50898 ft-lb Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 27.52 Limiting height to thickness ratio for eqn.G2-2:h/tw-limft'= 53.95 Cv Factor. Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 41400 lb Controlling Moment: 22434 ft-lb 8.5 It from left support Created by combining all dead and live loads. Controlling Shear: 5279 lb At support. - Created by combining all dead and live loads. Comparisons with required sections: Read Provided Moment of Inertia(deflection): 51.45 in4 75.3 in4 Moment: 22434 ft-lb 50898 ft-lb Shear: 5279 lb 41400lb CAPE COD REMODELING, LL.C. RICHARD AVERY P.0. BOX 24 7 6 MABHPEE, MA 02649 CELL: (508) 958-7373 LpageProject:2015-54(163 Estey Ave Hyannis) John Belangerocation:Column 11 Belanger Engineering Inc. lColumn 311 Pleasant Street J2009 International Building Code(AISC 13th Ed ASD)) Pembroke,MA 02359 HSS 4 x 4 x 3/16 x 10.0 FT/ASTM A500-GR.B-46 StruCalc Version 8.0.113.0 10/16/2015 12:35:27 PM Section Adequate By:26.1% LOADING DIAGRAM VERTICAL REACTIONS Live Load: Vert-LL-Rxn= 20000, lb Dead Load: Vert-DL-Rxn= 15094 lb Total Load: Vert-TL-Rxn= 35094 lb g COLUMN DATA Total Column Length: 10 ft Unbraced Length(X-Axis)Lx: 10 ft Unbraced Length(Y-Axis)Ly: 10 ft I Column End Condtion-K(e): 1 ! COLUMN PROPERTIES i HSS 4 x 4 x 3/16-Square i Steel Yield Strength: Fy= 46 ksi Modulus of Elasticity: E= 29 ksi Column Section: dx= 4 in dy= 4 in 10 rt Column Wall Thickness: t= 0.174 in i Area: A= 2.58 in Moment of Inertia(deflection): Ix= 6.21 in4 ly= 6.21 in4 Section Modulus: Sx= 3.1 in3 Sy= 3.1 in3 Plastic Section Modulus: Zx= 3.67 in3 Zy= 0.27 in3 Rad_of Gyration: rx= 1.55 in ry= 1.55 in Column Compression Calculations: KUr Ratio: KLx/rx= 77.42 KLy/ry= 77V Controlling Direction for Compr.Calcs:(Y-Y Axis) i Flexural Buckling Stress: For= 30.74 ksi Controlling Equation F7-1 Nominal Compressive Strength: Pc= 47 kip A Combined Stress Calculations: H1-1a Controls:0.74 AXIAL LOADING Controlling Combined Stress Factor:0.74 Live Load: PL= 20000 lb Dead Load: PD= 15000 lb Column Self Weight: CSW= 94 lb - Total Load: PT= 35094 lb CAPE COD REMODELING, LLC. RICHARD AVERY P.O. BOX 241 6 MASHPEE, MA 02649 CELL: (506) 9513-7373 Project:2015-54(163 Estey Ave Hyannis) Pe9e John Belanger Z3 Location:Footing 3 Belanger Engineering Inc. Footing 311 Pleasant Street ar 12009 International Building Code(2005 NDS)) Pembroke,MA 02359 Footing Size:4.5 FT x 4.5 FT x 10.00 IN Reinforcement#5 Bars @ 15.00 IN.O.C. EAM/(4)min. StruCalc Version 8.0.113.0 10/16/201512:33:54 PM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 2000 psf Concrete Compressive Strength: F'c= 3000 psi Reinforcing Steel Yield Strength: Fy= 60000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width: W= 4.5 ft Length: L= 4.5 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 6.06 in COLUMN AND BASEPLATE SIZE Column Type: Steel Column Width: m= 4 in Column Depth: n= 4 in Baseplate Width: bsw= 12 in Baseplate Length: bsl= 12 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 1728 psf Effective Allowable Soil Bearing Pressure: Qe= 1875 psf i 4 in Required Footing Area: Areq= 18.67 sf Area Provided: A= 20.25 sf Baseplate Bearing: Bearing Required: Bear= 50000 lb Ilo in Allowable Bearing: Bear-A= 477360 lb - - ------- —' - - " Beam Shear Calculations(One Way Shear): L_.---_ -_. 3 in Beam Shear. Vu1 = 15683 lb I— ------ -- - - 4.5 ft — -- — Allowable Beam Shear: Vc1 = 26897 lb Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 56.25 in FOOTING LOADING Punching Shear: Vu2= 46609 lb Live Load: PL= 20000 lb Allowable Punching Shear(ACI 11-35): vc2-a= 84052 lb Dead Load: PD= 15000 lb Allowable Punching Shear(ACI 11-36): vc2-b= 88410 lb Total Load: PT= 35000 lb Allowable Punching Shear(ACI 11-37): vc2-c= 56035'Ib Ultimate Factored Load: Pu= 50000 lb Controlling Allowable Punching Shear. vc2= 56035 lb Weight to resist uplift w/1.5 F.S.: U.R.= 1631 lb Bending Calculations: Factored Moment Mu= 244907 in-lb Nominal Moment Strength: Mn= 383846 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.53 in Steel Required Based on Moment: As(1)= 0.77 in2 Min.Code Req'd Reinf.Shrink./Temp.(ACIA 0.5.4):As(2)= 0.97 in2 Controlling Reinforcing Steel: As-reqd= 0.97 in2 Selected Reinforcement #5's @ 15.0 in.o.c.e/w(4)Min. Reinforcement Area Provided: As= 1.23 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 20 in CAPE COD REMODELING, LLC. RICHARD AVERY P.O. Box 241 6 MASHPEE, MA 02649 CELL: (508) 958-7373 Belanger Engineering Inc. Project Title: 163 Estey Ave Hyannis,MA Shear Wall 311 Pleasant Street Engineer: Project ID: 2015-54 Pembroke,MA 02359 Project Descr. Voice:617-285-7619 Printed:160CT 2015,1:10PM Wood Shealy wa�� ------ He=C:lUsems BEIANG-11D000ME-11ENERCA-112015.5-2E06 ENERCALC,INC.1983.2015,Build:6.15.10.6,Ver:6.15.10.6 r.00 - ENGINEEIRNG INC Description: Front Wall General Information Calculations per 2005 NDS,IBC 20D9,CBC 2010,ASCE 7.05 Total Wall Length 33.0 ft Framing&Chord Material: Number of Storys 2 Wood Species: Hem Fir(North) Story#1 Height 10.0 ft Wood Grade: No.1/No.2 Story#2 Height 6.0 ft Fc-Pril= 1,450.0 psi Ft-Tension 575.0 psi Fc-Perp= 405.0 psi E 1,600.0 ksi Specific Gravity= ).4599 SDC:Seismic Design Category : B Sheathing Main Sheathing SDPWS 2008 Construction Table: 4.3A Double Diagonal<=1x6 wl3.8d @ Bndry&2-8d @ Other,Sheathing Nominal Seismic Shear Capacities(plf) 6'Spac. 620 3'Spac. 1200 4'Spac. 920 2'Spac. 1540 Nominal Wind Shear Capacities(plo : - 6'Spac. 870 3'Spac. 1680 4'Spac. 1290 T Spac. 2155 Chord Data Chord Member Size for each level: See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size: 2x6 Chord Cf: Comp: 1.0 Tens: 1.0 Max.Allow Stress Ratio: 1.0 :1 Chord Area= 8.250 in12 All chords treated as fully braced about both axes Level 2 Chord Size: 2x6 Chord Cf: Comp: 1.0 Tens: 1.0 Chord Area= 8.250 inA2 Opening ID Dist to Opening Dist to Opening Left Edge Width Bottom Height 01 17.0 3.50 0.0 8.0 ft 02 3.0 10.0 2.50 6.50 ft story 2 03 24.0 6.0 2.580 5.40 ft 10.0 10.0 6 . K CID �„ �„ CIS' 04 3.0 ,0 ft 04 05. 05 24.0 6.0 %0 6.0 ft ft Story 1->> ---- -- -- -- - ft ft � •Ft a 02 M F u M P3 ce 03 C" U ft 01 ft CAPE COD REMODELING, LLC. RICHARD AVERY P.O. Box 247 6 MASHPEE, MA 02649 CELL: (506) 956-7373 8elanger Engineering Inc. Project Title: 163 Estey Ave Hyannis,MA Shear Wall • 311 Pleasant StreetEngineer: Project ID: 2015-54 Pembroke,MA 02359 Project Descr. Voice:617-285-7619 Pdnted:16 OCT 2015,1:10PM - - - - - - --- ---- Re=C:lUserslBRMG-1WCUME-11ENERCA-112015S-2EC6 Wood Shear Wall ENERCALC,INC.19832015,Build:6.15.10.6,Ver:6.15.10.6 r.+r Description: Front Wall Applied Distributed Vertical Loads Load Location (ft) Load Magnitude (kit) Start Location End Location Height of Application Dead Roof Live Live Snow Wind Seismic 33.0 10.0 0.050 15.0 33.0 16.0 0.050 0.10 0.1250 Applied Distributed Lateral Loads Load Location (ft) Load Magnitude (kips) X Location Y Location Dead Roof Live Live Snow Wind Seismic _. ........ - --- - ----._... - --------- 16.0 0.20 Shear Panel Summary Panel Level Max Shear #Sides Shear Summary&Attachment HeighVWidth Ratio ID # (kips) Load Comb Used Actual (plf)Allow Status Attachment Actual Allow Notes P1 1 1.138 +1.20D+0.50Lr+0.50L+1.60W 1 379.3 668.1 OK Use 6'at panel edges&field 3.33 3.50 Ratio OK P2 1 1.517 +1.20D+0.50Lr+0.50L+1.60W 1 379.3 668.1 OK Use 6'at panel edges&field 2.50 3.50 Ratio OK P3 1 1.327 +1.20D+0.50Lr+0.50L+1.60W 1 379.3 668.1 OK Use 6'at panel edges&field 2.86 3.50 Ratio OK P4 1 1.138 +1.20D+0.50Lr+0.50L+1.60W 1 379.3 668.1 OK Use 6'at panel edges&field 3.33 3.50 Ratio OK P5 2 0.339 +1.20D+0.50Lr+0.50L+1.60W 1 112.9 668.1 OK Use 6'at panel edges&field 2.00 3.50 Ratio OK P6 2 1.242 +1.20D+0.50Lr+0.50L+1.60W 1 112.9 668.1 OK Use 6'at panel edges&field 0.55 3.50 Ratio OK P7 2 0.339 +1.20D+0.50Lr+0.50L+1.60W 1 112.9 .668.1 OK Use 6'at panel edges&field 2.00 3.50 Ratio OK Shear Panel Detail by Panel ID Shear Forces Capacity Factors Allowable Panel Shears(plf) Panel ID Trib Wid Trib% V Panel v-max Aspect Spec @ Edge Spac(in) Load Combination Story (ft) (kip) Width(ft) (plf) LRFD Side 1 Side 2 Grav 6' 4' 3' 2' Pi 0 -*1.20D+1.60Lr+0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60Lr-0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1.655 +1.20D+1.60S+0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S-0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20M.50Lr+0.50L+1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L-1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1.290 1,655 +1.20D+0.50L+0.50S+1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.50S-1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0,960 668 991 1,290 1,655 +1.20D+0.50L+0.20S+E 0 8.00 0.222 3.00 0.80 0.60 0.960 286 424 553 710 +0.90D+1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D-1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +0.901)+E 0 8.00 0.222 3.00 0.80 0.60 0.960 286 424 553 710 P2 0 +1.20+1.601-r+0.80W 0 10.67 0.296 0.8 4.00 189.6 '0.80 1.00 _ 0.960 668 991 1,290 1,655 +1.20D+1.6OLr-0.80W 0 10.67 0.296 0.8 4.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S+0.80W 0 10.67 0.296 0.8 4.00 189:6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S-0.80W 0 10.67 0.296 0.8 4.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L+1.60W 0 10.67 0.296 1.5 4.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L-1.60W 0 10.67 0.296 1.5 4.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655, +1.20D+0.50L+0.50S+1.60W 0 10.67 0.296 1.5 4.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50LA-50S-1.60W 0 10.67 0.296 1.5 4.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.20S+E 0 10.67 0.296 4.00 0.80 0.80 0.960 381 565 737 946 CAPE COD REMODELING, L.L.C. RICHARD AVERY P.O. Box 2416 MASHPEE, M-A 02649 CELL: (508) 958-7373 Belanger Engineering Inc. Project Title: 163 Estey Ave Hyannis,MA Shear Wall 311 Pleasant Street Engineer: Project ID: 2015-54 Pembroke,MA 02359 Project Descr: Voice:617-285-7619 Pdrded:16 OCT 2015,1:10PM . Wood Shear Wall He=MUseMBELANG-11D000ME-�1fNERcn 1015-5-2.EC6 ENERCALC,INC.1963.2015,Bu1d:6.15.10.6,Ver.6.15.10.6 0.00 Description: Front Wall Shear Panel Detail by Panel ID Shear Forces Capacity Factors Allowable Panel Shears(plf) Panel ID Trib Wid Trib% v Panel v-max Aspect Spec @ Edge Spac(in) Load Combination Story (ft) (kip) Width(ft) (plf) LRFD Side 1 Side 2 Grav 6' 4" 3" 2° +0.90D+1.60W 0 . 10.67 0.296 1.5 4.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 -F0.90D-1.60W 0 10.67 0.296 1.5 4.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D+E 0 10.67 0.296 4.00 .0.80 0.80 0.960 381 565 737 946 P3 0 +1.20D+1.60Lr+0.80W 0 9.33 0.259 0.7 3.50 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60Lr-0.80W 0 9.33 0.259 0.7 3.50 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S+0.80W 0 9.33 0.259 0.7 3.50 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S-0.80W 0 9.33 0.259 0.7 3.50 189.6 0.80 1..00 0.960 668 991 1,290 1,655 +1.20D4.5OLr4O.50L+1.60W 0 9.33 0.259 1.3 3.50 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L-1.60W 0 9.33 0.259 1.3 3.50 379.3 0.80 1.00 0,960 668 991 1,290 1,655 +1.20D+0.50L+0.50S+1.60W 0 9.33 0.259 1.3 150 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0:50S 1.60W 0 9.33 0.259 1.3 3.50 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D450L+0.20S+E 0 9:33 0.259 3.50 0.80 0.70 0.960 333 495 645 828 +0.90D+1.60W 0 9.33 0.259 1.3 3.50 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D-1.60W 0 9.33 0.259 1.3 3.50 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D+E 0 9.33 0.259 3.50 0.80 0.70 0.960 333 495 645 828 P4 0 +1.20D+1.60Lr+0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20131+1.601-0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S+0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S-0.80W 0 8.00 0.222 0.6 3.00 189.6 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L+1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr4O.50L-1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.50S+1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.50S-1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.20S+E 0 8.00 0.222 3.00 0.80 0.60 0.960 286 424 553 710. 40.90D+1,60W 10 8.00 0.222. 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D-1.60W 0 8.00 0.222 1.1 3.00 379.3 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D+E 0 8.00 0.222 3.00. 0.80 0.60 0.960 286 424 553 710 P5 0 +1.20D+1.60Lr+0.80W _0 6.35 0.176 0.2 100 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60Lr-0.80W 0 6.35 0.176 0.2 3.00 56.5 0.80 1.00 0,960 668 991 1,290 1,655 +1-120D+1.60S+0.80W 0 6.35 0.176 0.2 3.00 56.5 0.80 1.00 I 0.960 668 991 1,290 1,655 +1,20D+1.60S-0.80W 0 6.351 0.176 0.2 3.00 56.5 ` 0.80. 1.00 0.960. 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L+1.60W 0 6.35 0.176 0.3 3.00 112;9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+t}.50L-1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.50S+1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.50S-1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D40.501-+0.20S+E 0 6.35 0.176 3,00 0.80 1.00 0.960 476. 706. 922 1,183 40.90D+1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D-1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 CAPE COD REMODELING, LL.C. RICHARD AVERY P.O. BOX 241 6 MASHPEE, MA 02649 Belanger Engineering Inc. Project Title: 163 Estey Ave Hyannis,MA Shear Wall 311 Pleasant Street Engineer: Project ID: 2015-54 Pembroke,MA 02359 Project Descr. Voice:617-285-7619 2� Pmded:16 OCT 2015,1:10PM i Wood Shear Wall ----- - - ---- FIl=c:IUsesXBELMG-1�ooctnk-i�NERRCA-nzot5-5-2.EC6 ENERCALC,INC.1983-2015,Bdd:6.15.10.6,Ver.6.15.10.6 0.00 - - Description: Front Wall Shear Panel Detail by_Panel ID Shear Forces Capacity Factors Allowable Panel Shears(plf) Panel ID Trib Wid Trib% V Panel v-max Aspect Spec @ Edge Spac(in) Load Combination Story (it) (kip) Width(ft) (plf) LRFD Side 1 Side 2 Grav 6' 4' 3' 2' +0.90D+E 0 6.35 0.176 3.00 0.80 1.00 0.960 476 706 922 1,183 P6 0 +1.20D+1.60Lr+0.80W 0 23.29 0.647 0.6 11.00 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60Lr-0.80W 0 23.29 0.647 0.6 11.00 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S+0.80W 0 23.29 0.647 0.6 11.00 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S-0.80W 0 23.29 0,647 0.6 11.00 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L+1.60W 0 23.29 0.647 1.2 11.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L-1.60W 0 23.29 0.647 1.2 11.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.50S+1.60W 0 23.29 0.647 1.2 11.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.50S-1.60W 0 23.29 0.647 1.2 11.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.20S+E 0 23.29 0.647 11.00 0.80 1.00 0.960 476 706 922 1,183 -*0.90D+1.60W 0 23.29 0.647 1.2 11.00 112.9 0.80 1.00 0,960 668 991 1,290 1,655 +0.90D-1.60W 0 23.29 0.647 1.2 11.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D+E 0 23.29 0.647 11.00 0.80 1.00 0.960 476 706 922 1,183 P7 0 +1.20D+1.60Lr+0.80W 0 6.35 0.176 0.2 3.00 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.2013+1.601-r-0.80W 0 6.35 0.176 0.2 3.00 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S+0.80W 0 6.35 0.176 0.2 3.00 56.5 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+1.60S-0.80W 0 6.35 0.176 0.2 3.00 56.5 0.80 1.00 0.960 668. 991 1,290 1,655 +1.20D+0.50Lr+0.50L+1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0,960 668 991 1,290 1,655 +1.20D+0.50Lr+0.50L-1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,296 1,655 +1.20D+0.50L+0.50S+1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655' +1.20D+0.50L+0.50S-1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +1.20D+0.50L+0.20S+E 0 6.35 0.176 3.00 0.80 1.00 0.960 476 706 922 1,183 +0.90D+1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D-1.60W 0 6.35 0.176 0.3 3.00 112.9 0.80 1.00 0.960 668 991 1,290 1,655 +0.90D+E 0 6.35 0.176 3.00 0.80 1.00 0.960 476 706 922 1,183 Chord Summary Dist from CHORD DESIGN SUMMARY Chord Level Left Force #Req"d Member Stress ID # (ft) (kips) Load Comb @ Location Size Ratio Governs Status - - -- - -- ------ -._ ._ .. .. ._- ------ - C1 1 0.000 4.2 +1.20D+0.50Lr+0.50L+1.60W 1 2x6 0.16 Tension OK Comp Values: Max.Down: 4.2 k Load Comb:+1.20D-+0.5OLr+0.50L+1.60W Max fc= 506 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 4.2 k Load Comb:+1.20D+0.50Lr+0.50L+1.60W - Max ft=- 506 psi Allow Pt= 1,242 psi User-specified anchorage device: C2 1 3.000 37.7 +1.20D+0.50L+0.50S+1.60W 2 2x6 0.73 Tension OK Comp Values: Max.Down: 37.7 k Load Comb:+1..20D+0.50L+0.50S+1.60W Max fc= 2,284 psi Allow Pc= 3,132 psi Tens Values: Max.Uplift: 3.8 k Load Comb:+0.90D+1.60W Max ft= 230 psi Allow Pt= 1,242 psi User-specified anchorage device GAPE. GOD REMODELING, LLL; RICHARD AVERY P.O. 130X 24-1 6 MA5HPEE, MA 02.649 CELL: (6f1P' i 'Belanger Engineering Inc. Project Title: 163 Estey Ave Hyannis,MA Shear Wall 311 Pleasant Street Engineer: Protect ID: 2015-54 Pembroke,MA 02359 Project Descr: Voice:617-285-7619 ---- Pdnled:16 OCT 2015,1:10PM Wood Shear Wall File=C:lUsersIBELANCr11D000ME-1lENERCA-A2015.5-2E6 ENERCALC,INC.1983-2015,Buildfi.15.10.Q Ver6.15.10.fi 0.00 Description: Front Wall Chord Summary Dist from __ CHORD DESIGN SUMMARY Chord Level Left Force #Req"d Member Stress ID # (ft)� (kips) Load Comb @ Location Size Ratio Governs Status C3 1 13.000 75.0 +1.20D40.50L+0.50S+1.60W 3 2x6 0.97 Tension OK Comp Values: Max.Down: 75.0 k Load Comb:+1.20D+0.50L+0.50S+1.60W Max fc= 3,032 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift'. 2.0 k Load Comb:{0.90D+1.60W Max ft= 82 psi Allow F't= 1,242 psi User-specified anchorage device: C4 1 17.000 10.6 +1.20D+0.50Lr+0.50L+1.60W 1 2x6 0.41 Tension 'OK Comp Values: Max.Down: 10.6 k Load Comb:+1.20D+0.50Lr+0.50L+1.60W Max fc= 1,280 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 2.3 k Load Comb:40.90D+1.60W Max ft= 281 psi Allow F't= 1,242 psi User-specified anchorage device: C5 1 20.500 23.8 4-1.20D40.5OLr+0.50L+1.60W 1 2x6 '0.92 Tension OK Comp Values: Max.Down 23.8 k Load Comb:+1.20D+0.50Lr+0.50L+1.60W Max fc= 2,884 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 2.2 k Load Comb:+0.90D+1.60W Max ft= 272 psi Allow F't= 1,242 psi User-specified anchorage device: C6 1 24.000 20.9 +1.20D+0.50L+0.50S+1.60W 1 2x6 0.81 Tension OK Comp Values: Max.Down: 20.9 k Load Comb:+1.20D+0.50L+0.50S+1.60W Max fc= 2,534 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 2.7 k ' Load Comb:+0.90D+1.60W Max ft= 322 psi Allow F't= 1,242 psi User-specified anchorage device: C7 1 30.000 36.4 +1.20D+0.50L+0.50S+1.60W 2 2x6 0.70 Tension OK Comp Values: Max.Down: 36.4 k Load Comb:+1.20D+0.50L+0.50S+1.60W Max fc= 2,206 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 3.8 k Load Comb:40.90D+1.60W Max ft= 230 psi Allow F't= 1,242 psi User-specified anchorage device: C8 1 33,000 4.2 +1.20D+0.50Lr+0.50L+1.60W 1. 2x6 0.16 Tension OK Comp Values: Max.Down: 4.2 k Load Comb:+1.20D+0.50Lr+0.50L-+1.60W Max fc= 506 psi Allow Fc= 3,132 psi Tens Values: Max.Uplift: 4.2 k Load Comb:+1.20D-0.50Lr+0.50L+1.60W Max ft= 506 psi Allow F't= 1,242 psi User-specified anchorage device: C9 2 0.000 0.7 +1.20D+0.50Lr+0.50L+1.60W 1 2x6 0.03 Tension OK Comp Values: Max.Down: 0.7 k Load Comb:+1.20D40.5OLr+0.50L+1.60W Max fc= 82 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 0.7 k Load Comb:+1.20D+0.50Lr+0.50L+1.60W Max ft= 82 psi Allow F't= 1,242 psi User-specified anchorage device: C10 2 3.000 1.5 +1.20D+1.60S+0.80W 1 _ 2x6 0.06 Tension OK Comp Values: Max.Down: 1.5 k Load Comb:+1.20D+1.60S+0.80W Max fc= 178 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 0.5 k Load Comb:+0.90D+1.60W Max ft= 59 psi Allow F't= 1,242 psi User-specified anchorage device: C11 2 13.000 2.8 +1.20D+1.60S40.80W 1 2x6 0.11 Tension OK Comp Values: Max.Down: 2.8 k Load Comb:+1.20D+1.60S+0.80W Max fc= 335 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 0.3 k Load Comb:+0.90D+1.60W Max ft= . 31 psi Allow F't= 1,242 psi User-specified anchorage device: C12 2 24.000 1.1 +1.20D40.50L+0.50S+1.60W 1 2x6 0.04 Tension OK Comp Values: Max.Down: 1.1 k Load Comb:+1.20D+0.50L+0.50S+1.60W _ Max fc= 131 psi Allow F'c= 3,132 psi Tens Values: Max.Uplift: 0.6.k Load Comb:+0.90D+1.60W Max ft= 69 psi Allow F't= 1,242 psi User-specified anchorage device: CAFIE COD REMODELING, LLC. RICHARD AVERY P-0. Box 241 6 MASHPEE, MA 02649 CELL: (508) 958-7373 'Belanger Engineering Inc, Project Title: 163 Estey Ave Hyannis,MA Shear Wall 311 Pleasant Street Engineer: Project ID: 2015-54 Pembroke,MA 02359 Project Descr: Voice:617-285-7619 _ Pdnled:16 0CT 2015,11OPM Wood Shear Wall FIe=C,.WsersOELANG-lM000ME-11ENERCA-112015.5-2EC6 ENERCALC,INC.198&2015,Budd,&15.10.6,Ver615.10,6 0.00 - Description: Front Wall Chord Summary Dist from CHORD DESIGN SUMMARY Chord Level Left Force #Req"d Member Stress ID # (ft) (kips) Load Comb @ Location Size Ratio Governs Status C13 2 30.000 1.4 +1.20D+1.60S+0.80W 1 2x6 0.06 Tension OK Comp Values: Max.Down: 1.4 k Load Comb:+1.20D+1.60S+0,80W Max fc= 172 psi Allow Pc= 3,132 psi Tens Values: Max.Uplift: 0.5 k Load Comb:-•0.90D+1.60W Max ft= 59 psi Allow Ft= 1,242 psi User-specified anchorage device: C14 2 33.000 0.7 +1.20D+0.50Lr+0.50L+1.60W 1 2x6 0.03 Tension OK Comp Values: Max.Down: 0.7 k Load Comb:+1.20D+0.50Lr+0.50L+1.60W Max fc= 82 psi Allow Pc= 3,132 psi Tens Values: Max.Uplift: 0.7 k Load Comb:+1.20D+0.5OLr+0.50L+1.60W Max ft= 82 psi Allow Ft= 1,242 psi User-specified anchorage device: Chord Naming Information:C:Item is a Chord L:Followed by level number #:Followed by chord number from left to right WL:Indicates Chord is on left edge of wall WR:Indicates Chord is on right edge of wall CAPE COD REMODELING, LLC. RICHAR'D AVERY P.O. Box 24 7 6 MASHPEE, MA 02649 CELL: (508) 958-7373 A 7L�.] Nuttet Eliza Cox Direct Line: (508)790-5431 Fax: (508)771-8079 E-mail: ecox@nutter.com August 21, 2015 0115337-00001 Carol Puckett, Clerk Tom Perry, Building Commissioner Zoning Board of Appeals Town of Barnstable Town of Barnstable 200 Main Street '} 200 Main Street Hyannis, MA 02601 Hyannis, MA 02601 ' .__ �n Re: Brian and Anne Guarco - 163 Estey'AvenueBrian and Anne Guarco - 163 Estey'Avenue, H�� rn Appeal Nos. 2015-030 and 2015-031Nos. 2015-030 and 2015-031 Dear Tom and Carol: On behalf of my clients Brian and Anne Guarco, owners of the property addressed 163 Estey Avenue, Hyannis, I enclose copies of the above referenced Town of Barnstable Zoning Board of Appeals' decisions permitting the demolition and reconstruction of a single family dwelling on the subject property, as recorded with the Barnstable County Registry of Deeds:. • Special Permit No. 2015-030,'recorded in Book 29085, Page 225; and • Variance No. 2015-034-A, recorded in Book 29085, Page 234. As the variance relief referenced in decision number 2015-032-B was withdrawn without prejudice and is not needed for the redevelopment, we have not recorded that decision with the Registry. Recorded copies of these decisions are being forwarded to both of you in accordance with condition 8 of the Special Permit and condition 7 of the Variance. Please let me know if you have any questions or require any additional information. NUTTER McCLENNEN & FISH LLP • ATTORNEYS AT LAW 1471 Iyannough Road• P.O. Box 1630 • Hyannis, Massachusetts 02601-1630. 508-790-5400• Fax: 508-771-8079 www.nutter.com Carol Puckett, Clerk August 21, 2015 Page 2 Thank you very much. With best regards, I remain, Very truly yours, Eliza Cox EZC: Enclosures cc: Mr. Brian Guarco (w/encls.) Richard Avery, Cape Cod Remodeling (w/encls.) 2864873.1 n 1~ U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. BRIAN&ANNE GUARCO A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 163 ESTEY AVENUE City State ZIP Code BARNSTABLE(HYANNIS) Massachusetts 02601 A3. Property Description(Lot and Block Numbers;Tax Parcel Number, Legal Description,etc.) , ASSESSORS MAP 306, PARCEL 197 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41-38-10.03 N Long.70-17-08.98 W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 I A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,095 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1,200 sq in d) Engineered flood openings? x❑Yes ❑ No A9. For a building with an attached garage: CD a) Square footage of attached garage sq ft = R b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade; c) Total net area of flood openings in A9.b sq in ^� d) Engineered flood openings? ❑Yes ❑ No cn SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION =� m B1.NFIP Community Name&Community Number B2. County Name 9 B3. S�a€e m' 250001-BARNSTABLE BARNSTABLE Massachusetts B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8: Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 250001-CO568 J 07/16/2014 07/16/2014 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:. B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes- 0 No Designation Date: ❑ CBRS ❑ OPA FEMA Form,086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 163 ESTEYAVENUE City State ZIP Code Company NAIC Number BARNSTABLE HYANNIS Massachusetts 02601 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations Zones Al—A30,AE,AH,A(with BFE),VE,VI—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: GIS RECEIVER Vertical Datum:NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 7. 3 ❑x feet ❑ meters b) Top of the next higher floor 16. 1 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑x feet ❑ meters d) Attached garage(top of slab) feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 13 9 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7 1 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 12. 6 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8.0 ❑x feet ❑ meters f structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false, statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name License Number CRAIG A. FIELD 38039 Title MOF SURVEY MANAGER +� a° Company Name ORMa THE BSC GROUP, INC N0. Here RAddress 349pQO 49 ROUTE 28, UNIT D City State ZIP Code WEST YARMOUTH Massachusetts 02673 Signature Date Telephone 8� 8919 .��^ PGS L—Z7— Z.oiG Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) BASEMENT ENCLOSURE IS ALSO A DRIVE UNDER GARAGE., THE LOWEST ELEVATION OF MACHINERY IS THE AIR CONDITIONING UNIT OUTSIDE OF THE STRUCTURE AT ELEVATION 13.9. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 163 ESTEY AVENUE City State ZIP Code Company NAIC Number BARNSTABLE(HYANNIS) Massachusetts 02601 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4,use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments I ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 r OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 163 ESTEY AVENUE City State ZIP Code Company NAIC Number BARNSTABLE(HYANNIS) Massachusetts 02601 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data,in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. M The following information(Items G4—G109 is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement . G8. Elevation of as-built lowest floor(including basement) ❑ feet ❑ meters Datum of the building: G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING. PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 163 ESTEY AVENUE City State ZIP Code Company NAIC Number BARNSTABLE(HYANNIS) Massachusetts 02601 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and 'Rear View'; and, if required, "Right Side View".and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. I r � m. Photo One m Photo One Caption FRONT VIEW •x � u9 S•? t.rr u`-:-tea sc„tg n c Photo Two Photo Two Caption REAR VIEW/BACK YARD FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 I I BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 163 ESTEY AVENUE City State ZIP Code Company NAIC Number BARNSTABLE(HYANNIS) Massachusetts 02601 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. H: #� k ngt- Im 1 3 t i r� Se ed t g i s. "i a°a.SFb z time Sv s.: e,%, Q9, s,% ��s-sky it z _60 lw �t M O y� an y .,.e I r Y Photo One Photo One Caption TYPICAL ENGINEERED FLOOD VENTS Photo Two Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A DATA FJDCE now a u II -----'-.-.--.----.--------.-._.-.-�� _. ._.-._ _._.__-_-----'-"r i----- --'---.----.-.-.-.-.-'_.-.-.-.-.-__ ._.-.-.-ii-.-.-.-.-.- .---'----.-.' FRONT ELEVATION FRONT ELEVATION PREVIOUS SUBMITTAL REUQESTED CHANGES a PP A zeR bye i 'ON a a 0 _ _ x lq ............ -------- .S SIDE ELEVATION -...-� SIDE ELEVATION P A; '� - -- - -- ---- -- --------- - - F f H 4 PM PM C U F -•- - m SIDE ELEVATION SIDE ELEVATION PREVIOUS REQUESTED CHANGES -- ----'- -- ! -- - ---- --- 4 -- - ------- 4 a L 4 4 m a o 0 a a 0 0 __ ----'-'-- - _._._._. - REAR ELEVATION rti rti REAk ELEVATION REQUESTED CHANGES �ea �' L o ° - -� '{ O L N PREVIOUS SUBMITTAL ��-""� F 61 Town of Barnstable • ,,, Growth Management Department 16 � Forms Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommission Jo Anne Miller Buntich,Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Acting Chair George Jessop,AIA Marilyn Fifield,Clerk -- Nancy Clark Nancy Shoemaker Len Gobeil Ted Wurzburg,Alternate DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Richard Avery Subject Property: 163 Estey Avenue, Hyannis Assessor's Map/Parcel: 306/197 Hearing Date: March 18, 2014 Pursuant to the Barnstable Historical Commission Chair's determination on February 26, 2014 a duly advertised and noticed public hearing was held on March 18, 2014 to determine whether the significant buildings, a single family dwelling and detached garage, on this property are preferably preserved and whether demolition delay would be imposed for the buildings proposed to be demolished on the parcel addressed as 163 Estey Avenue, Hyannis. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote,found that in accordance with Chapter 112-F the structures to be demolished are not preferably preserved significant buildings. In accordance with Chapter 112-3 F, the Commission determined by a unanimous vote that the demolition of these structures would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. L111617C Y�, Young zwJ` Laurie K. Young,Acting Chair Date 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 r Town i6f`13.aras4able r��L4 Fez?�3 -� Growth'Management'Department s 4 �L c t c Bamstable Historical.Commission, , t,; Jytjn�'" www.town.bamstable:ma:usmittoricalcommission. .NOTICE,OF INTENT TO°DEMOLISH OR'MOVE.A H{STORIC BUILDING Date of Application 4 -P(C,Tv t?�=5 f�T TAC 5� Building Address: • U Number: .. street �/ /kalrs.. U .��1 Assessor's Assessor's:Parcel:#22 Wag ZIP Property Owner. `'V Name: :Phone#: Property Owner Mailing Address(dd. ifferentthan building.address) 1.5 Property Owner e-mail address Contractor/Agent Contractor/Agent Mailing Address: Contractor/Agent Contact Name and Phone#:� /y2 cd v` Name. . Phone Contractor/Agent t;Contact.e-mail address: cam' C=. NL r�-S''`� e-- Existing Building.Matenal; W cz Type of New Construction:Proposed. Z �Z 5��iZ 7 f n►. I '; pcn n QS�.a Provide information:below,to assist'the Commission in making the required determination regarding the status of the Building in accordance with Article 1,§112 1 Year built:.. . Z U :Additions.YearBuilt: `: Is the Building listed on the,National Register of Historic Places oris the buildi%located in a National:Register District? No Yes Is the Building associated with one;:or more historic persons or,eXents,.oc with the broad architectural,cultural,political, economic or social history of the Town or the Commonwealth? is�� ., Is the Building historically or arehitecturally,important in terms of.ped d,'style, method'of building construction,or association;with a famous architect or builder either by.itself or in;the context of:a.group;of buildings? d ?oLj December 2011 i Town of Barnstable Geographic Information System February 25,2014 gp8 02 * ` y� 3 6 30812 3zsa64 324 003 61 1700 415 i188 306130i85 ffi5 : MiMdS 7 117.M.5�1 Oss 80827 A116- 023, 30g67 3081660�Q1' 306145 306172001 *181 $64 lY 74i3 3Q 30 5201� 308227 ffi 113 324083 Q ffi Q a. 308220 rt��00 s 324068 324069 44 01,73 32,4006 043 034 306173004 3081�002 Qi� a ±` Y;�+ ffi 74 }84 - 81' 0 308200 3240840109 324008 ffi 121' 822 e: 308148. ��5 447 308157 i 187 324076 306103 306166 ffi 10 '9 164, 306199• 324068 324087 306158 �] t{.1331 132 N.12 �1r ffi 105: 324112 Q 0100' 324o88 3061 908184, 306204 080 3?A104 9 B 0927 B1� F132 ffi74 *66 308188 � Q. 306288 306187 8t4L : . " `Z324077 306173001 C0 v ffi64 $81 ffi163: WESAIjF s u gjss 306tas rgtil� �. 306173007 306152. " 306154 .30153. 308 ffi 100 #119 it127 ffi 1S3 306150 1930 154 32301,2 323011 ffi181 308198 *" :�, 1189. ffi93' 523010ri 9061s1 0170 -308181 A91 333009 ffi 0 a8182 306194 081l 323008 ,y21007 O1s8 ,' •71 S65 $Ot3191 ,�� ffi486 y;. SZ3Mi. 74 Feet OISCLNMERS:This map is for panting purposes oily. It 4 not adequate for legal .. Map::308 Parcel:107 boundary determination orragwatory interpretation. Enlargements be one a scale of Selected Parcel y Owner:GUARCO,BRIAN V&AN D Total Assessed Value 6537700 1Y=100'may not meet established map accuracy standards:'The parcel Bees an this map are ordy Graptdc represenfaporo of Assessor's tax parcels.They are not true property Co-.Owner. _ Acreage:-0.12 acres Abutters . boundaries and do imt represent accurate reiattonships to physical feahm on the map Location:163 ESTEY AVENUE Buffer t such as hAding locations. . r Page 1 of 1 r fir . t. } �t g& . �•. ..may,.+. � ' X r. 3 ,sue: 4'. �. 1y !a '• ;5 5 Y v SSS f " .•..w.rs. kaf qy+. 4+�a c 1F. r "�� Fw 1.•` ` s iry iL AV V.A/,JIIrII .�*ti.�9�c•�•� ' per . r iF v� s,,, �gsG • v� t e ''' � http://web:mail.comcast.net/service/home/f-/20140221_11'4720:jpg?auth=co&loc=en :US&... 2/23/2014. . . co CD k, CD H� � 'Y.`„ .-•�}++r u++tw+.#lwn���`ya� °''�.^ � ^�.. i . � � 4u` � r UQ LIP u E I� �� � r� t � "��R ��' .,,-v` T„y. ±,�'. 'Aye.-' .�A'�.°i:a�Y'��k-_•'d• :3 N CD T MF 4 r► . w a + vy. Y�. - h s`s" r I..,... p.,v,..Ecwbs�i' •„ se hYx 4, ..... e fix'«ry. r All 63 . 5 ` k 'k �N.,, a�'� - .��'r"'"� � � .;' ATM •� g e 4 YAK nationalg rod September 28, 2015 RT Avery 163 Estey Ave Hyannis,MA 02601 To Whom It May Concern: RE: 163 Estey Ave,Hyannis This letter is to confirm that we have cut and capped the gas service to the above property for construction. I can be reached directly at 508-760-7434 should there be any further questions. Sincerely, Bill Ciocca Gas Sales Support Representative Cape Cod. �1 V � a Department of Public Works �► Water Supply Division KKAM new, 9. Hyannis dater System Operations FAX.1i September 25,2015 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 RE: 163 Estey Avenue—Account# 604446 Dear Sir: Please be advised that the above water service was shut off and the meter# 67576399 removed on Thursday, September 24t`. The owner has informed us that the building is going to be demolished. If you have any questions,please call the office at(508) 775-0063. Sincerely, ayne Starck Hyannis Water System One R Wa EVERS9 V RCE Westwood,Ma sachusetts02090 ENERGY September 22, 2015 Anne and Brian Guarco 163 Estey Ave, Hyannis, Ma 02601 RE: 163 Estey Ave, Hyannis, Ma 02601 Dear Anne and Brian Guarco: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 09122/15, the electric service to 163 Estey Ave, Hyannis, Ma 02601, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Si c ly, Char aine F rtes New Customer Connects F o�THME The Town of Barnstable 5 v Department of Public Works ' '"MBUM ST"BI'B Water pollution control Division BARNSTABI,E .�' " 617 Bearse's Way, Hyannis, MA. 02601 163754 Office:508-790-6335 Fax: 508-790-6332 Andrew R.Boule Town Website www.town.barnstable.ma.us Supervisor September 28, 2015 To Whom It May Concern: This is to verify the property at 163 Estey Avenue in Hyannis has been disconnected on September 24,2015. It is now okay to demolish the house. Sincerely, Barbara A. Childs Admin. Assistant Water Pollution Control Division h r . TOWN OF BWi' NSTABLE Date: 08/21 /15 DEPARTMENT OF PUBLIC WORKS Permit: 4839 SEWER CONNECTION COMPLIANCE Installer: CC Remodeling Inc Property Owner: 0 Ek A Guar Co Property Location: 163 Estey Avenue Village: Hyannis Map a Parcel : 306 - 197 Pipe Length: N/A Pipe Dia&Material: 499 SCh40 The work has been don in conformance with the Rules and Regulations of the Department of Public Works Signature: �lzDate: 25-Sep-15 Depa nt f Public Works a N W t•f to Qexisting manhole tetpote E � #141 R Fstey L...........'"'I" LLJ a aC' �•• 3P cut Et i ped at 4 ft deep J p Parc 16 E ey Avenue ,i. 3flb - 19 Hyannis : / %b 132 ft e isconnected Az, Sept 24 9 15 J bb • �.. . 1 126 vz ft /._.. �..L..i. ' sewer stub at existing / tip` 51/2 ftdeep manhole existing /• Estey Avenue manhole r tel pole tel pole �. #170 Btey Sewer Connection Form (Rev; 2010) Page 1 of 4 The Commonwealth of Massachusetts Department of IndtistrialAccidents Office of Investigations ` 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: Z? pm v,9— 2o? qt City/State/Zip:- (� QSA Phone#: Are you an employer?.Check the appropriate box: Type of project(required): L❑ I am a employer with ` 4. RI am a general contractor and I employees(full and/or part-time).* '` have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp.insurance.I 9• ❑Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 1.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp,insurance required.] *Any applicant that checks box#1 must also fiII out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy andjob site information_ Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: • City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certi un the pains and penalties ofperjury that the information provided above is true and correct. Signature: ) -Date: CPhone#: v �-3 Official use only. Do not write in this area,to be completed by city or town official Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. . Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three.apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or'buildingrappurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152;§25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permitllicense number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and.should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents O ffi..ce of u vesti I tions . ga 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-977-MASSAFE Fax#617-727-7749 Revised 4-24-07 wwm.mass.govfdia A`o® CERTIFICATE OF LIABILITY INSURANCE DATE 091 o°"s"„' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on thiq,certificate does not confer rights to the certificate holder in lieu df such endorsement(s). PRODUCER 01688-001 COMNTACT NA McShea Insurance Agency Inc AlC.lac.Ert: (508)420-9011 Ho: (508)420-9010 1550 Falmouth Rd Rte 28 EMAIL Unit 2 ADDRESS: Centerville,MA 02632 INSURERS) AFFORDING COVERAGE NAIC INSURER -, A.I.M.Mutual Insurance Company 33758 INSURED INSURER Br1an C Kissling w C• 97 Town Brook Road IN West Yarmouth, MA 02673 SURER D: INSURER i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE O YWD POLICY NUMBER POLICY EFF MPO0MMUN x LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED ncel $ rre CLAIMS-MADE OCCUR R i a MED IXP(Any one person) E PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ OLICY ROT- OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accidentl ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHED AUTOS AUTOSULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE, $ AUTOS (Per accideno $ UMBRELLA LUIB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS MADE AGGREGATE $ DED RETENTION $ $ RKERSCppMMppEENNgSATION------'_._ . _ _ ..- —_-- __._ - —X TORSTATU OTH_ A D EMPLOYERS'LIABILITY Y LintANY PRgqPRIETORIPqq��TNER/EXECUTNE YIN EL EACH ACCIDENT $ 100,000.00 A OFFICERiMEMBEREX LUDED? Y NIA VWC-100-6011358-2015A 1116/2015 1/16/2016 (Ma 4qndatory in�n NH) E.L.DISEASE-EA EMPLOYEE $ 100,000.00 D SsCRIIPTTIION OF OPERATIONS below EL DISEASE-POLICY LIMB $ 600,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,B more space is required) The workers compensation policy does not provide coverage for Brian C K'issling CERTIFICATE HOLDER CANCELLATION Cape Cod Home 8r Remodeling LLC PO Box 2416 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Mashpee,MA 02649 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ......_._....... — ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD �1 ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE pormomrq07108/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO,RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. H SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the Certificate holder in lieu of such endorsement(s). PRODUCE[ Phone:(SM)eae-0207 Fax (W8)seaos50 cOwAcr Maryjo Anderson ALMEIDA&CARLSON INSURANCE AGENCY INC. P.O.BOX 719 508 888-0207 "" (508)888-0550 SANDWICH MA 02563 E MAR manderson@almeidacarlson.com INSURER(S)AFFORDING COVERAGE NAIL# INSURED INSURER A :ARBELLA PROTECTION INS CO 41360. HARNEY CONCRETE FORMS,INC INSIRERB HARTFORD CAS INS CO 29424 C/O MARK HARNEY ws<nRIMc 161 WHITE MOSS DRIVE MARSTON MILLS MA 02648 INSURER D: INSURER E WSURB2F COVERAGES CERTIFICATE NUMBER: 30792 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED_ NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY DIP LIMITS tNSR YWD POLICY NUMBER D GENERAL LIABILITY 8500043146 05/19/15 05/19/16 EACH OCCURRENCE $ 500,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 PREMISES(ta o=mnw) $ CLAIMS-MADE nx OCCUR MED.EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 500,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ 1,000,000 POLICY JPRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LWIR (Ea amdent) $ ANY AUTO ALL OWNED EDULED BODILY INJURY(Per person) $ AUTOS UTOS BODILY INJURY(Per accident) $ HIRED AUTOS ON-OWNED PROPHrTY DAMAGE L TOS leeracddenq $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ O(CESS UAB HCLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ E �"fO�� UsJrr 08WECCG5518 08/08115 08/08/16 TORyTLAiMffS N $ � PROPRIEMIRIPARTHERIEXEC C IXCLUDMVE Y 1 N E.L.EACH ACCIDENT $ 500,000 (Mandatory in NH) FI NIA El.DISEASE-EA EMPLOYEE $ 500,000 ff yes.desc be under DESCRIPTION OF OPERATIONS below E.L.DISEASE43OUCY LIMIT $ 500,000 DESCRiPnON OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cape Cod Remodeling,LLC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 2416 ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,MA 02649 Aun4OR® raEPREseJrATIVE Attention: rhavery@otrtlook.com -e Elizabeth F DeMelo ACORD 25(2010105) ©1988 2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD A D CERTIFICATE OF LIABILITY INSURANCE /22/2`�"" ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sjl, AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certNicate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsem s. PRODUCER CONrACT NAME: Bags Risk Strategies C impany �o� (781)986-4400 FAC (701)963-4420 15 Pacella Park Drive Suite 240 INSURER(S)AFFORDING COVERAGE NAIC s Randolph M 02368 INSU RERA:Guard Easurance Grow INSURED INSURER B: Brian N Baer INSURER C: dba Baer Custcm Carpentry INSURER D: 93 South Orleans Road INSURIERE: Brewster MA 02631 INSURER F: COVERAGES CERTIFICATE NUMBER-CL1511688449 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE 11 SLW POLICY NIJeLBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY O RENTED PREMISES a occurrence $ CLAIMS-MADE OCCUR MED EXP{Any one person} $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PR0. LOC AUTOMOBILE LIABILITY COMBINED SINGLELIMIT Ea acciderd ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NOWOMED PROPERTY DAMAGE AUTOS Peracaderd $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS44ADE AGGREGATE $ DIED I I RETENTIONS A VIORKERS COMPENSATION $ WC STATU OTH- AND EMPLOYERS'UABILITY YIN ER TO Y MITS ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERNIEMBER EXCLUDED? TO NIA E.L.EACH ACCIDENT $ 100,000 (Mandatory in NH) BRWC666588 /12/2015 /12/2016 E.L.DISEASE-EA EMPLOY $ 100 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 10),Addbortal Remarks Sehedrde,If more space is required} Evidence of Insurance / Carpentry CERTIFICATE HOLDER CANCELLATION i n fo@peterspr0pertymgt-com SHOULD ANY OF THE ABOVE DESCRIBED POL CUM 13E CANcnLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Peter Is Property Management ACCORDANCE WITH THE POLICY PROVISIONS. 501 Cc3ztercial Street ProvIncetown, MA 02657 AUTFXIRIZEDREPRESBUAT)VE chael Christian/GEM ��--�- ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD A�U® CERTIFICATE OF LIABILITY INSURANCE D�3i1'1201°15" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the poficy[res)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 02111-001 CONTACT FBinsure LLC PHC Ed_ (508)824-8666 a No: (508)880-0142 M EMAIL Taunton,MA 02780 P O Bon ADDRESS: tleavittefbinsure.com INSURERSAFFORDING COVER GE NAIC& INSURER • A.I.M.Mutual Insurance Company 33 5 INSURED William R Valadao NSURERB: INSURER C: 395 Sandwich Road East Falmouth, NA 02536 INSURER D: INSURER E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED_ NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ NSRR TYPE OF INSURANCE DDINS wB POLICY NUMBER MtO�EFF pY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGETO R ED $ CLAIMSMADE a OCCUR PREMISES Ea o e person) M®EXP(AnY one Person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ BJL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ UCY ELaT OC AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ Ea acciden ANY AUTO BODILY INJURY(Per person) $ ALL OVMM SCHEDULED (Per acadenU $ AUTOS AUTOS BODILY INJURY HIRED AUTOS NON-0NRN® PROPERTY DAMAGE AUTOS Per accident) $ 8 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ yyp�D® RRETEENTIIOyN$ $ AND EMPLOYERS"LIABdIETYR IN X TORYSLAMTOT�s °ER A a I�' If1D®? "E Y�Y NIA AWC-400 7015995 2015A 1/3/2016 1/3/2016 EL EACH ACCIDENT $ 100,000.00 - (Mandatory in MR) E.L DISEASE-EAEMPLOYEE $ 100,000.00 N under DLdPOe OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500,000,00 D25CMMON OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,if more space is required) The workers compensation policy does not provide coverage for William R Valadao CERTIFICATE HOLDER CANCELLATION Cape Cod Remodeling LLC 11 Market Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO Bon 2416 THE EXPIRATION DATE THEItEOF, NOTICE WILL BE DELIVERED IN Mashpee,MA 02649 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOROM REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ACo CERTIFICATE OF LIABILITY INSURANCE °ATE`M"'°°"YYY'' 9/17/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER NAM CT JOE DEOLIVEIRA Deoliveira Insurance Services PHONE 508 477-3023 tAICFAX N (508) 638-6463 800 Falmouth Rd. E-M"'LADDREss: j oe@dinsinc.coon UNIT101-A INSURE S AFFORDING COVERAGE NAIC# Mashpee, MA 02649 INSURERA:The Hartford-08089020 INSURED INSURER B:NGM Barber Drywall Inc INSURERC: 270 COMMUNICATIONS WAY INSURER0: HYANNIS, MA 02601 INSURERE: INSURER F, COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVQ POLICY NUMBER M/DD/Y MM/DDIYYYY LIMBS A GENERAL LIABILITY Y 08SBMTP0520 5/24/15 5/24/16 EACH OCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY DA"ARENTED PREMSES E To,occurrence $ 300,000 CLAIMS-MADE [_X�OCCUR MED EXP(Arty one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GENERAL AGGREGATE $ 4 000 000 GEMLAGGREGATELIMITAPPLIESPER PRODUCTS-OD MP/OP AGG $ 4,000,000 POLICY[-X—]PRO- LOC $ AUTOMOBILE LIABILITY 10/27/14 10/27/15 CONBINEDSINGLELIMIT B M1T7157L aaccidern $ 1 000 000 ANYAUTO BODILY INJURY(Per person) $ ALLOWNED X Per accident AUTOS ( )SCHEDULED AUTOS BODILY INJURY $ NON-OWNED PROPERTY DAMAGE $ X HIREDAUTOS X AUTOS eraceideit A UdBRELLALIAB X 000UR 08SBMTP0520 5/24/15 5/24/16 EACH OCCURRENCE $ EXCESS LIMB CLAIMS-MADE AGGREGATE $ 1,000,000 DED X RETENTION$ 10 000 $ 1 000 000 A WORKERS COMPENSATION 08WECCK9423 9/28/14 9/28/15 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOWPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICERMIEMBER EXCLUDED? N r N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is regui red) DRYWALL INSTALLATION EASTWARD COMPANIES ARE ALSO AN ADDITIONAL INSURED AS PER CONTRACT CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RICHARD AVERY ACCORDANCE WITH THE POLICY PROVISIONS. 6 HOYT ROAD HARWICH, MA 02645 AUTHORIZED REPRESENTATIVE ANANDA ELDIRDGE ©1988.2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: RTAVERY@ OUTLOOK.COM � 7(Mloor CERTIFICATE OF LIABILITY INSURANCE g//)AcoRv15 ® THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on thi s certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ACT NOAIWVIE: JIM HINDMAN Schlegel 6 Schlegel Ins Broker PHONE FAx 508) 771-0663 34 Main Street E-MAIL 508 771-8381 N ADDRESS: schle elinsurance@ ail.com West Yarmouth, MA 02673 INSURE S AFFORDING COVERAGE NAIC# INSURERA:NGM INSURANCE COMPANY 14788 INSURED INSURER B:NGM INSURANCE COMPANY 14788 VICTORINO PAINTING INC INSURERC, PO BOX 521 INSURER D SOUTH YARMOUTH, MA 02664 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUB POLICY EFF POLICY EXP LTR TYPEOFINSURANCE POUCYNUMBER MIDDIY MMIDD/YYYY LIMITS A GENERALUABIUTY MPT3464L 9/17/14 9/17/15 EACHOCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES(Ea occurrence) $ 500,000 CLAIMS-MADE Fx_1 OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADVINJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPUESPER PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY PRO-- LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a acacL t $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED tid Per accident) $ AUTOS AUTOS BODILY INJURY( ) NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _AUTOS eracddent UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCT3464L 9/17/14 9/17/15 wCSTATU- OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTNE E.L.EACH ACCIDENT ZOO 000 OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE 100 000 If yyes,d escribe under DESCRIPTIONOFOPERATIONSbelow E.L.DISEASE-POLICYLIMTT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is regri red) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED UI HENRY PRICE ACCORDANCE WITH THE POLICY PROVISIONS. 6 HOLT ROAD HARWICHPORT MA 02645 AUTHOR12EDREPRESENTATNE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: RTAVERY@OUTLOOK.COM T Massachusetts -Department of Public Safety Board of Building Regulations and Standards LOrlstruiiiori License: CS484771 RICHARD T AVE*Y PO BOX 2416 '� s Mashpee MA 02C49 G Expiration Commissioner 01/15/2017 � i � �p tip e (poo�r.7�za�acae�c�l�o�C/j�ct:;ac�u:;el�3 '� Office of Consumer Affairs&Business Regulation License or registration valid for individul use only t9€ OME IMPROVEMENT CONTRACTOR U' Vbefore the expiration date. If found return to: 12egistration: ;j78816 Type: Office of Consumer Affairs and Business Regulation Expiration 5/22/2016; LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 CAPE COD REMODE.LING LLC-- RICHARD AVERY 39 FOUNTAIN ST MASSHPEE,MA 02649 Undersecretary Not valid without signature i /I Bk 27646 P 144 J49611 08-26-2013 a 03 a 340 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEr Date: 08-26-2013 a 03:34pm Ct14: 1278 Doct: 49611 QUITCLAIM DEED Fee: $1.881.00 Cons: $550,000.01 WE, EILEEN GUARCO and MICHAEL B. GUARCO, as husband and wife,tenants by the entirety, of 141 Estey Avenue, Hyannis, Massachusetts 02601 for consideration paid in the amount of FIVE HUNDRED FIFTY THOUSAND and 001100 ($550,000.00) DOLLARS grant to BRIAN V. GUARCO and ANNE D.GUARCO, as husband and wife,tenants by the entirety, of 70R Day Street, Granby, Connecticut 06035 with Quitclaim Covenants BARNSTABLE COUNTY EXCISE DEEDS Date: 08-26-2013 a 03:34pm CC1': 1278 Docg: 49611 Fae- �1�455.00 Cons: $SSgp000.0ii PARCEL 1 The land in Barnstable(South Hyannis), Barnstable County, Commonwealth of Massachusetts,together with any buildings thereon, bounded and described as follows: Beginning at the Southwesterly comer of Lot 53 and Estey Avenue; THENCE running Northeasterly by the Northwesterly line of said Lot 53, being the edge of the upland,to a point seven (7)feet, more or less, Northwesterly from an iron pipe and land now or formerly of Lillian Gill; THENCE running South 740 04'50° East through said iron pipe thirty-nine and 50/100 (39.50)feet, more or less, by said land of said Gill to an iron pipe at Lot 51; THENCE running South 15` 55' 10"West by said Lot 51 eight and 85/100(8.85)feet, THENCE running South 74°04'50" East by said Lot 51 twenty-five (25.00)feet; THENCE running South 150 55' 10"West by other land now or formerly of said Gill fiifty (50)feet to Estey Avenue; Thence running North 740 04'50°West by said Estey Avenue through an iron pipe one hundred seventeen (117)feet, more or less,to the point of beginning. PROPERTY ADDRESS: 163 Estey Avenue, Barnstable(South Hyannis), MA 02601 Bk 27646 Pg150 #49611 Being the same premises shown on plan entitled: "Plan of Land in South Hyannis, Barnstable, Mass., as surveyed for Kathryn B. Brown, Scale 1 inch =20 ft., Aug. 12, 1944, Bearse& Kellogg, Civil Eng'rs, Centerville, Mass., which said plan is duly recorded in the Barnstable Registry of Deeds in Plan Book 70, Page 43. Reference is also made to map of Villa Sites, drawn by E.O. Bourne of Sandwich, Surveyor, for the South Hyannis Shore Company(so-called)of Hyannis, Massachusetts recorded with the Barnstable Registry of Deeds. See Plan Book 34, Page 27. This conveyance is made together with the right to maintain the cesspool as more specifically set forth in a deed from Lillian Gill to Kathryn B. Brown, a/k/a Kathryn Evelyn Brown dated September 2, 1944 and recorded with said Registry in Book 618, Page 375. For title, see Deed recorded with the Barnstable County Registry of Deeds in Book 13214, Page 88. Bk 27646 Pg151 #49611 EXECUTED under seal this day of August 2013. s Eileen Guarc Mk ael B.Guarco COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 0?(,,?%ay of August, 2013, before me,the undersigned notary public, personally appeared Eileen Guarco, and proved to me through satisfactory evidence of identification,which was a /-r-al A� - 1-1 C..• to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of her knowledge and belief. o Pu "c: John W. Y�_ commission expi _ =3r .4 `•,� COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 49eday of August,2013, before me,the undersigned notary i�'� g ry public, pe7sBFially appeared Michael B. Guarco, and p ved to me xrough satisfactory evidence of identification,which was a 'C• 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 and who swore or affirmed to me that the contents of the document are truthful and accurate to*the best of his knowledge and belief. 1( o Public: John W. nney U '. �t• :; commission expires: 01/18/2019 G1vse�r,aaWANi3I"ti'� • O i REGISTRY CAE DEEDS � - r TRUE COPY,ATTEST MSTABLE REGISTRY OF DEEDS i JOHN P.MEADE,REGISTER oEVIE rort� Town of Barnstable y7 Regulatory Services i RLRT77 , i*t MAS& �, Richard V.Scali,Interim Director i6gq. �e Building Division Tom Perry,Building Commissioner 200 Main Street,Hyaunis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete.and Sign This. Section - If Using A Builder z � GUA 260 �II ,as Owner of the subject property heteb7 autlhorjze U t t&v2� v to act on my behalf in all rnattets relative to wotk authorized by this building p etmit (Address of Job) Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled ot_utilized before fence is installed and all final inspections are performed and accepted Signature of Owner Signature o Applicant Print Name Print Name _ Date Totivn of Barnstable Regulatory Services - oF�i rohti Richard V.Scab,Interim Director Building.Division AARTTCI'AATF - Tom Perry,Building Commissioner MASS. 200 Main Street, Hyannis,MA 02601 ''rEa t,��• www.town.barnstable.ma.us Office: 508-862-4038 Fax7 508-790-6250 HOMEOWNER LICENSE EXF2YIPTION Please Print DATE: JOB LOCATION: munber street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityltown slate zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow . homeowners to engage an individual for hire who does not possess a license,-rovided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a hvo-year period shall not be considered a homeowner. -Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building Permit. (Section 109.1.1) - The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Sign ah -e of Homeowner Appi-oval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any.homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 10.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness.often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. Tp ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in d your community. r , B 29085 P923.44 64004.E 08-20. 01.5 al:. 14=.45'cL 'down of Barnstable } Zoning Board otAppeals: " Decision and Notice Variance No.2015-031-A-Guarco §240-91(H),(3)(b)—Maximum Floor Area`Ratto.Requirements To demolish &rebuild a single-family dwelling on a'lot less than 10,000 sq.ff exceeding the _ maximum floor area ratio requirerrient Summary, Granted with Conditions Petitioner. Anne Guarco &BrianGuarco BA P TAi LE i0WN CLED 70:Day Street, Granby,:CT Property Address: 163 Estey Avenue,Hyannis Assessor's Map/Parce.L• 306/197 201-5 JUL 2 Pi12 07 Zoning: Residence B District Hearing Dates: June 10,;2015&July 8,2015 Recording information: Deed: Book,27646 Page,'149 Plan: Book.70 Page 43 Background& Relief Requested In Appeal No.2015-031-A,Anne and;Brian Guarco proposed,to completely demolish an existing structure and rebuild a new 2,216 gross sq.ft,.two story;four-bedroom;aingie-family dwelling,: The Applicants.sought. .variance relief to`allow a,structure in excess of maximum floor-area;raflo,requirements. A dwelling with a: floor-area ratio of 41.6%was proposed;the:existing(and:therefore,maximum)floor-area ratio was,32.9% Appeal No.2015-030,a Special Permit to allow the demolition-and`rebuilding of a;residence on.a' nonconforming lot containing lessthan 10.00.0 square feet,was made and.considered concurrent with this request. That'relief was,also granted. The subject property contains 7,392 sq.ft,of which 5,329 sq:ft is upland The western portion of the property contains a bordering vegetated,wetlandand a:coastal,dune. It is located.in a FEMA"AE"flood.zone with a base flood elevation of 13;the prop.erty.falls.within a"Coastal'A°.zone. The property is served by public water and sewer. The property was improved with.a 1920's single-family cottage and a one-car garage,attached by a covered breezeway. The Assessor's records indicate,there is.1 128 sq.ft of living area and ,. 03 gross, square feet;the Applicant's-architect conducted an independent evaluation:-of the gross floor area,of the structure.and.established.a figure of 1;,753-sq:ft.. It was an 1'lz story wood-frame dwelling;nonconforming to current setback requirements. The Barnstable Historical Commission approved the demolition of the existing structure on March'18,'2014; finding the dwelling was not preferably preserved. The Conservation Commission approved an Order of Conditions for the proposed:project;'860 sq.ft of plantings are.being provided to mitigate construction within the 50 foot buffer. Procedural.& Hearing Summary Appeal No.'2014-031-A for a Variance,from:the floor-area ratio requirements of:§240-91(H)(3)(B)was-filed at the Town Clerk's Office and office of-the Zoning Board of Appeals on May.14;201r& A public hearing before the.Zoning Board-of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June-10,20.15 and continued to July 8, 2095 at which time the-Board found,to grant the variance subject to conditions.. Board Members deciding this appeal were Brian Florence, ;Alex Rodolakis,George Zevitas, Herbert K:.Bodensiek,and David A. Hirsch: On June 10;2015,Attorney Eliza Cox.represented the Applicant before the Board,. Also present were Brian .Guarco, Michael Guarco, Richard Avery,architect, and"Kieran Healey from BSC Group. Attorney Cox reviewed the existing;conditions of the.property and structure. She-noted there were structural concerns with theexisting dwelling and that it was in the floodplain, making renovation and expansion prohibitive. She reviewed the proposed dwelling and the required figures for coverage,floor-area and height, noting they were seeking relief from the floor area ratio. She.reviewed the:existing conditions on the lot,noting the topography e F i Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No.2015-031-A—Guarco and wetland resources. The Board questioned the Applicant about the total height of the building and the mass of the roof structure. Public comment was requested and Greg and Donna Lapsley of 181 Breakwater Shores Drive discussed the increase in height of homes in the neighborhood. They also discussed the project's impacts on the public Way to Water and Estey Avenue. The Board Chair noted that letters of support were submitted to the record. The hearing was reopened on July 8, 2015. Eliza Cox and Richard Avery presented new elevations to the Board,which reduced the total height of the dwelling by five feet. The Board noted that it was a substantial improvement and more in keeping with the neighborhood. Findings of Fact At the hearing on July 8, 2015, the Board unanimously made.the following findings of fact for Appeal No. 2015-031-A, a request for a Variance from the maximum floor area ratio requirements for a demolition and reconstruction: 1. In Appeal No.2015-031-A,Anne and Brian Guarco sought a variance to§240-91 H(3)(b)and§240- . 91 H(1)(b)[2]for relief from maximum floor area ratio requirements for the demolition of a nonconforming single-family dwelling and reconstruction of a dwelling which exceeds floor area ratio requirements. 2. The property is located at 163 Estey Avenue, Hyannis, MA as shown on Assessor's Map 306 as Parcel 197. It is located in the Residence B Zoning District 3. There are circumstances relative to shape or topography of such land or structures and especially affecting such land or structures but not affecting generally the zoning district in which it is located. The shape of the lot and the presence of wetland resources limits the buildable area of the property. 4. A literal enforcement of the provisions of the zoning ordinance would involve substantial hardship, financial or otherwise to the petitioner. The existing dwelling is in a severely deteriorated condition and is located in a flood zone; to be required to renovate and expand the existing dwelling would be a hardship to the applicant. 5. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. The new dwelling is proposed in greater conformance with setback requirements, mitigation plantings are provided in accordance with Conservation Commission requirements, and the dwelling was designed to minimize height and in keeping with the character of the neighborhood. The vote to accept the findings was: AYE: Brian Florence, Alex M. Rodolakis, George T.Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Appeal No.2015-031-A, a Variance from the maximum floor area.ratio requirements, subject to the following conditions: 1. Variance No. 2015-031-A is granted to allow the rebuilding of a dwelling at 163 Estey Avenue in excess of maximum floor-area ratio requirements. The floor-area ratio of the dwelling shall not exceed 41.6% of the lot and the gross floor area of the dwelling shall not exceed 2,216.square feet. 2. The dwelling shall be constructed in substantial conformance with the plan entitled,'.'Plan to Accompany a Zoning Board of Appeals Filing at 163 Estey Avenue"dated April 30, 2015, last revised June 5,2015 • - drawn and stamped by BSC Group; and the floor plans and elevations entitled"Guarco Residence"dated (revised)June 28, 2015, drawn by Hartford &Associates,Architects. 3. Prior to issuance of a certificate of occupancy, a certified as-built plan prepared by a Massachusetts' licensed professional land surveyor shall be submitted to the Building Commissioner to confirm the lot ' coverage and floor area ratio of the dwelling conforms to the conditions of this decision and Appeal No. 2015-030. 11'agc 2 of 3 Town of Barnstable Zoning Board of Appeals—Decision and Notice Variance No.2015-031-A—Guarco - 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the footprint or square footage of the dwelling or construction of accessory structures is prohibited without prior approval from the Board. 5. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 6. Any conversion of space currently determined to be uninhabitable into habitable space is prohibited. 7. This 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 of a building permit. The rights authorized by this variance must be exercised within one year, unless extended. The vote was: AYE: Brian Florence, Alex M. Rodolakis, George T.Zevitas, David A. Hirsch, Herbert K. Bodensiek NAY: None Ordered Appeal No. 2015-031-A,a Variance from the maximum floor area ratio requirements for a reconstructed dwelling on a nonconforming lot containing less than 10,000 square feet at 163 Estey Avenue, Hyannis has been granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty 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. 2l �� Brian Florence, Ch r Date gigned I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk,Town Clerk Page 3 of 3 Rightfax C1-1 � 10/22/2015 8:35: 11 AM PAGE 2/002 Fax Server CERTIFICATE OF I.IABILI INSURANCE DATE(MM/DD/YYYY) T. FICATE'IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER_ THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE U DT TEH IMPORTANT:If the Certificate holder Is an ADDITIONAL INSURED,the pol)cy0es)must be endorsed. It SUBROGATION IS WAIVED,subject to he terms and conditions of the policy,certain Policies may require and endorsement. A statement on this certificate does not confer rights to he cartificate holder in lieu of such end s. PRODUCER CONTACT NAME FRANK L HORGAN INS AGCY PHONE Frx 44 BARNSTABLE RD. (AIC,No,Ext): No): EAIL HYANNIS,MA 02601 ADDDDR AESS: 73K9T INSURER(S)AMRDING COVERAGE NAIC+i` INSURED INSURER A. 'IRAVELERSPROPh7YTY CASUALTY COMpANy OFAMERICA Al A STEEL LLC INSURER B: INSURER C: 120 BERNARD EAST SI'.JEAN DR. INSURER D: BAST FALMOUTH,MA 02536 INSURER E. / INSURER R COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THBYHIATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BE BSUED TO THE DOOMED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIRIMIMNT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHX;N THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAML THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HMEIR IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIM LIMIT SHOWN MAY HAVE BEEN REDucED BY PAD C AUM RAW AM Sm POLICY EFF DATE POLICY EXP DATE ' LTR TYRE OF&MRANCiF- L R POLICY N ULIBER (MMIDDIVYVY) (MLTIDDNYYYV) LIMITS GENERAL LIABILITY CH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR. AMAGE TO RENTED $ REMISES(Ea occurrence) ED EXP(Anyone person) $ GEN'L AGGREGATE LIMIT APPLIES PER: ERSONAL&ADV INJURY S ETIERAL AGGREGATE $ POLICY Q PROJECT a LOC RODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY I�NED SNGLE $ ANY AUTO LIMIT(Ea accidard) ALL OWNED AUTOS BODILY IWURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY NJURY $ NON-OWNED AUTOS Per aRxadent) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR CLAIIItS�E AGGREGATE $ DEDUCTIBLE $ , RETENTION$ $ . A WORKER'SCOMPENSAMONAND WC STATUTORY OTHER -7 EMPLOYER'S LIABILITY YIN UB-58857754-15 05/01/2015 05101I2016 X LIMITS ANY CERI E MBER E)(CUJDED? Cl1TIVE ly I WA E.L EACH ACCIDENT 1 $ '-500.OQO6 OFFICEA2u[R61REREXCLIfDED? t' I (Mandaw rin NH E.L.DISEASE-EA EMPLOYEE $ 50Q,000''- IR yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY?LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEPOCLESMESTIWnONSWECIAL ITEMS C73 { TRIS REPLACES ANY PRIOR CERTIFTCA'TE ISSUED TO THE CERTIFICATE HOLDER AFFH'=G WORKERS COMP COVERAGE u "T CERTIFICATE HOLDER CANCELLATION CAPE COD REMODELING LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED PO BOX 2416 BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WIN THE POLICY PROVISIONS. AUTHORIZED REPRESENT ..t�E MASHPEE,MA 02649 ACORD 25(2Q10/)5) The ACORD name and logo are registered marks of ACOR11 sc 1988-2MO ACORD CORPORATION_ All rights reserved. f` CERTIFICATE OF LIAR ILITY INSURANCE 10r2W015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOTAFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTEA CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed.9 SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsemenL A statement on this certificate does not confer rights to the ertficate holder In lieu of such end en s PRODUCER Pattie Shea Kelley Nd.CONTACT Pattie 241-9993 1F.AX (800)370-2924 450 Veterans AAerrroria!Parkway nREss Building 5� Patlies@eakelley.com East Providence RI 02914 PRoousex • 123812 INSURED INSUREINSIAEFORDING COVERAGE NAILS Al WSURERA_ Nautilus Insurance Co. 17370 120 Bern LLC INSURERB. Nautilus Insurance Co. 17370 20 Bernard East,St Jean Drive INSURERQ INSURER D• East Falmouth AAA 02536 - INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OFANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE I NSURANCEAFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TOALL THE TERMS, EXCLUSIONS ONDITIONS OF LICIES.L'I ITSSHOM MAY HAVE SEEN REDUCED BY PAI CLAIMS. INS TYPE OF AfSIR?ANC6 AD SUa FM POLICY EXP POLICY INUNBER uMrrs GENERAL UABQJ7Y X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 _ oocVrtafCB} $ 100,000 C1P.AAS•MADE OCCUR - MED E T Any one person) $ 5,000 A BN960533 06/0112015 06MI/2016 PERSONAL&ADVINJURY $ 1,000,000 $ EN'LAGGREGAIE LIMfrAPPLIES PER- GENERAL AGGREGATE 2,000,0W PRODUCTS-COMpIOpAGG $ 2,000,000 X POLICY LOC AUTOMOBILE LIABILRY COMBINED SINGLE LIMIT ANYAUTO (EaaoddeM) $ ALLOANEDAUTOS BODILY INJURY(Per person) $ SCHEDULEOAUTOS BODILY INJURY(Per aWdenh) $ HIREDAUTOS PROPERTY DAMAGE (P�eocitlent) $ NON-OWNEDAUTOS 171 $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ 5 000 000 B d EXCESSLIAS CLAIMS-MADE AN020646 OSMI/2015 O6/Ot2016 AGGREGATE $ 5,000,000 DEDUCTIBLE $ RETENTION �RTLM�STy NAND YIN STA1i1 0 �P RErOR/PPA UERWCUTNE N NIA E.L.EACH ACCIDENT $ an ry n [r55?? E.L.nder DISEASE-EAEM-F-CeR $ rDESCRIPTION i EuE.LDISEASE-POLICY LIMIT $ OF OPERATIONS ILOCATIONSIVEMICLES(AttachACORD 101,Add@ienel Remams Schedule,Ir more apace Is required) ales,Steel Fabrication,Field Welding. CERTIFICATE HOLDER CANCELLATION Cape Cod Remodeling LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN PO Box 246 ACCORDANCE WITH THE POLICY PROVISIONS. AAashpee AAA 02649 AUTHORIZED SE NTATIVE ®1988-2009ACORD CORPORATION.All Fights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD A CERTIFICATE OF LIABILITY INSURANCE 10/22/2°0'5 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the POIIcy(ies)must be endorsed. ff SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorseme s. PRODUCER CONNAME Maureen Roderick Horgan Insurance Agency PHONE (508)775-5830 FAx (508)775-6698 44 Barnstable Rd. E-fAAI .mauree+r@horgani.nsnrance.com P.O. Box 250 INSU S AFFORDING COVERAGE NAIL# Hyannis MA 02601 INSURER A.Sgfj9ty Insurance Co. INSURED INSURER B A1A Steel, IMC INSURERC 120 Bernard E. St. Jean Dr. INSURERD: INSURER E East Falmouth MA 02536 URERF: COVERAGES CERTIFICATE NUMBERAuto 15 - 16 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_ MSR UB POUCYEFF POLICYE)W TYPE OF INSURANCE POLICYNUMBER MA3 FRS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAG PREMISE E RENTED a $ C1 AIMS4NADE OCCUR MED EXP Qft one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPfOP AGG $ POLICY PItO LOC $ AUTOMOBILE LIABILITY COMBINED SING LIMIT 11000,000. A ANY AUTO BODILY INJURY(Per parson) $ AUTOSALL OWNED X AUTOS U 218949 /1/2015 /1/2016 BODILY INJURY(Per accident) $ X HIRED AUTOS X AUTOS NON-OWNED PROPERTY DAMAGE $ Per acdderrt ino-1 $ UMBRELLA LLAB OCCUR EACH OCCURRENCE $ 4EXCESS LIAB HCLAIMS-M� AGGREGATE $ DED NTION$ $ WORKERS COMPENSATION WC STATU OTH AND EMPLOYERS'LIABILITY ANY PROPR1EfOFJPARTNEWz)(ECUTIYE Y l N OFFICERMIEMBER EXCLUDED? N 1 A EL EACH ACCIDENT $ (yes.de crscrib in NH) e antler If y�,de E L DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY uMrr I$ DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES(Attach ACORD 101,AdiNonal Remarks Schedule,If more sPace is regaued) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Cape Cod Remodeling LLC ACCORDANCE WITH THE POLICY PROVISIONS. PO Rox 2416 Mashpee, MA 02649 AUTHORIZED REPRESENTATIVE �) ACORD 25(2010I05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 p2otoas).o1 The ACORD name and logo are registered marks of ACORD U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 A'atiunal Flood Insurance Program Important: Read the instructions on pages 1-9. Expiratton Date:July 31,2015 SECTION A-PROPERTY INFORMATION 06R<INSURANCE COMPANY USE Al. Building Owner's Name BRIAN&ANNE GUARCO Policy Number A2. Building Street Address(including Apt.,Unit.Suite,and/or Bldg.No.)or P.O.Route and Box No. "Company NAIL Number. 163 ESTEY AVENUE City HYANNIS State'MA ZIP Code 02601 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc:) ASSESSORS MAP 306,PARCEL 197.DEED BOOK 27646,PAGE 149 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5, Latitude/Longitude:Lat.41-38-10.0 Long.-70-17-08.9.Honiontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure($): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1090 sq ft a) Square footage of.attached garage. N/A sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 6 within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b. 1200 sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? N Yes ❑ No d) Engineered flood openings? ❑ Yes N No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION $1.NFIP Community Name&Community Number B2.County Name B3.State BARNSTABLE 25001CO568 BARNSTABLE MASSACHUSETTS B4.Map/Panel Number B5_.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood. B9.Base Flood Elevation(s)(Zone 25001 CO568 J 7-16-14 Effective/Revised Dale Zone(s) AO,use base flood depth) 7-16-14 AE-X 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or,base flood depth entered in Item.B9. ❑ FIS Profile N FIRM ❑ Community Determined. ❑ OlherlSource: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes N No. Designation Date: ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings` ❑ Building Under Construction` ❑ Finished Construction `A new Elevation Certificate will be required when construction of the:building is complete, C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1=V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2:a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters.. Benchmark Utilized:GPS RECIEVER Vertical Datum: NAVD-1988 Indicate elevation datum used for the elevations in items a)through h)below. O NGVD 1929 0 NAVD 1988 0 Other/Source.. Datum used for building elevations must be the same as.that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or.enclosure floor) 7.6 N feet ❑meters b)Top of the next higher floor 16.0 N feet. ❑meters c)Bottom of the lowest horizontal structural_member(V Zones only) NA N feel ❑meters d)Attached garage(top of slab) N.A N feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 14.0 N feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.0 N feet ❑meters g)Highest adjacent(finished)grade next'to building(HAG). N feet ❑meters; h)Lowest adjacent grade at lowest elevation of deck orstairs,including structural support 11.8 N feet ❑meters:. SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION Tfils.cerUfication is to be signed and sealed by land`surveyor;engineer,or architectauthorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available: OF I understand that any false statement may be.punishable by fine or imprisonment under 16 U.S.Code,Section 1001. IS Check here if.comments are providedon back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? N Yes ❑ No FIELD-- Certifiers Name CRAIG A FIELD,PLS License Number 38039 NO. L. Title SURVEY MANAGER Company Name' THE BSC GROUP,INC. Address N9 ROUTE 28,UNIT D Ciy WEST YARMOUTH State MA ZIP Code 02673 ,. Signature - Date 10-15-15 Telephone 508-778-8919 FEMA Form 086-0-33(7f12) See reverse.side for continuation. Replaces all previous editions. , a ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit.Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 163 ESTEY AVENUE City HYANNIS State MA ZIP Code 02601 Company NAIC Number. SECTION D-SURVEYOR,ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments THIS FLOOD ELEVATION CERTIFICATE IS BASED ON PROPOSED CONSTRUCTION.THE EXISTING DWELLING IS TO BE REMOVED' PRIOR TO CONSTRUCTION wit' _ /J Signature Date 10-15-15 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items.E 1-E5.If the.Certificate is intended to support a COMA or LOMR-F request,complete Sections A,B. and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. Ell. Provide elevation information for the following and check_the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet Q meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. for Building Diagrams&-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 ofInstructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. .Top of platform of machinery andlor equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only;if no flood depth number is available,is the top of thebottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone.AO must sign here.The statements in Sections A,B.and E are correct to the best of my knowledge. Property Owners or Owner's Authorized Representative's Name 77�� C b Address City CAPE Cv—OO i_*DOELIN; . Signature " Date h WERY - P.O. Box 2416 Comments MASHPEE, MA 02649 � l � !Q� /as���vQl CELL: (5ot3) 958-7373 1/ p•L_ �U, �c( N C� _ / ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architectwho is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number I G5. Date Permit Issued _7`G6. Date Certificate Of Compliance/Occupancy Issued 67. This permit has been issued for'. ❑New Construction ❑Substantial Improvement G8. 'Elevation of as-built lowest floor(including basement)of the building: ❑-feet ❑meters Datum G9. 8FE or(in Zone AO)depth of flooding at the building site: ❑feet ❑:meters Datum G10.Community's design'fl;cf.d evation: 0 feet ❑meters Datum Local Official's Name, w Title Community Name. Telephone Signature Date Comments _ ❑Check here if attachments. FEMA Form 086-0-33(7/12) ^` ,Replaces all previous editions. oFt"¢ Town of Barnstable r �^B Growth Management Department i639. Barnstable Historical Commission www.town.barnstable.ma.us/histodcalcommission Jo Anne Miller Buntich, Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Acting Chair George Jessop,AIA Marilyn Fifield,Clerk ;? ;:; L4 ; ;;2,;.::L Nancy Clark Nancy Shoemaker Len Gobeil Ted Wurzburg,Alternate E;;•,n�,�;_T-•r 1 - — rq DECISION Summary: Demolition DelayiNot imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Richard Avery Subject Property: 163 Estey Avenue, Hyannis Assessor's Map/Parcel: 306/197 Hearing Date: March 18, 2014 Pursuant to the Barnstable Historical Commission Chair's determination on February 26, 2014 a duly advertised and noticed public hearing was held on March 18, 2014 to determine whether the significant buildings, a single family dwelling and detached garage, on this property are preferably preserved and whether demolition delay would be imposed for the buildings proposed to be demolished on the parcel addressed as 163 Estey Avenue, Hyannis. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that in accordance with Chapter 112-F the structures to be demolished are not preferably preserved significant buildings. In accordance with Chapter 112-3 F, the Commission determined by a unanimous vote that the demolition of these structures would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. Laurie x young Laurie K. Young, Acting Chair Date 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 �� Town of Barnstable 41 A . Building Department-200 Main Street EOMA+'tee Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2015-06122-1 CO Issue Date: 6/29/2016 Parcel ID: 306-197 Zoning Classification: RB Location: 163 ESTEY AVENUE, HYANNIS Proposed Use: 1010 Gen Contractor: AVERY, RICHARD Permit Type: Residential - Comments: 06/29/2016 Building Official Date: Y "tom- i TOWN OF BARNSTAB.LE E RU 0 [dIn- g 4 01 506122MV *; BARNSTABLE .* Issue Date: •10113/15 �'.e rm' - MASS, • . QpA s639-' Applicant: AVERY RICHARD rF�MAC A 3 Permit Number. B'. 20152850 Proposed Use: SINGLF�FAMILY HOMY Expiration Date;'" 04/11/16 Location 163 ESTEY AVENUE ryi Zoning District RB Permit Tyke: REBUILD HOUSE AFTER`TEARDOWN Map Parcel 306197 Permit Fee$ 1;994.10..Contractor "AVERY,RICHARD Village HYANNIS App Fee$ 100.00,. License.Num 84771 , 'Est Construction Cost$ 391,000 Remarks APPROVED-PLANS MUST BE RETAINED ON JOB AND REBUILD NEW HOUSE AND DRIVE UNDER GARAGE PER PLAN THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner.on Record:'GUARCO;BRIAN V&ANNE.D BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 70R DAY STREET r - INSPECTION HAS MADE. GRANBY CT 06035 Application Entered.by PF Building Permit Issued By: THIS PERMIT CONVEYS:NOIIGHT TO OCCUPY ANY STREET,ALLEY.OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OkfTRMANENTLY..ENCROACHMENTS O7dbLIc PROPERTY,NO ,i SPECIFICALLY:PERMITTED UNDER'.THE BUH DING CODE,MUST BE.APPROVED BY.THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS'MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT:RELEASE:THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION Y RESTRICTIONS 9 MINIMUM OF FIVE CALL.INSPECTIONS•REQUIRED F.OR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. I 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE.-THROAT"LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO`BE.COMPLETED PRIOR TO FRAME INSPECTION.. j 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. ;r WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. �. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY-FUND(as set forth in MGL c.142A). � Y BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL.INSPECTION,APPROVALS.,, 1 PG-3 2 SIN I I ty 1 �Qdll&* d/ /6—I4: le% ok la / ,k$4L 2: 2 2 W 3 Ct h 5 {Va 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 i Board of Health �A. • e_ .4 iA Commonwealth of Massachusetts Sheet Metal Permit nn Date: 10/28/15 Permit# 20 b zey Estimated Job Cost: $ 12,895.00 Permit Fee: $ Plans Submitted: YES NO Plans e I R"10 Business License# 143 Applicant LicdAyJ 1226 T �N �Business Information: Property wn F/ AftTA& �rmation: Name: Balanced Hvac Inc Name: GUARCO RESIDENCE Street: 15 Jan Sebastian Dr Street: 163 ESTEY AVE City/Town: Sandwich Ma City/Town: HYANNIS MA Telephone: 02563 Telephone: 508-958-7373 Photo I.D. required/Copy of Photo I.D. attached: YES + NO Staff Initial J-1 /M-r-unrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family * Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. * over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC * Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: INSTALLATION OF ONE 4 TON FIRST COMPANY AIR HANDLER. INSTAI I ATION OF ONE 197 4 TON 9 STAGE 011TD0nR CONDENSER ALL GALVANIZED TRUNK DUCTWORK AND FLEXIBLE BRANCH RUNS. .(+ RA6VV®®IN\filE.AL'i ®F H MAMA '�IUSEIC�� B Q ; SHE RkI;ERS , ISSUES THE FOLLOWING L1. ENS AS A. !,� MASTER UNRITSTIaICTED - LINCOLN T.STUBBS gA�ANCED HVAC INC 15 JAN Sga :.—fIDN DR , o SAND WICH,MA 02563 254 1466 1226712812017. _.... 'ch Along All Peftragons "COMMONWEALTH OF MASSA 04HU*SET—Ts L�dr � 0 pis BOARD Or SHEET`::: AETAL-WORKERS . ISSUES THE FOLLOWING L I CERISE --AS A SIJ.SI,NESS 114POLN T STUW `•.. 15 JAN:*:. SA Obdl CH >,.:AA 02563 �:43 tz/07l16 359036 { , LICENSZ SA E -- l 'OF ti ENDy]4A NUMBER r af" ;. 07- 7 2D15 .ND NE 5565627$Q/f 4b EX ". 1�Pg{r t i y 1 t 5202U Tf 24197'f ; ME �5 BF`X'....t•1 w fi6 HGt"6•fl0'; ..+. till y � B 78 JOHN EWER ROAD f SANDWICH W 2563 Z.— DR 07 28 2015 Rev 07 152009" i INSURANCE COVERAGE: I have a current liabi&insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes❑ No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy 0 Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box®,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By ® Master Title ❑Master-Restricted Lincoln Stubb CityfTown ❑Journeyperson Signature Licensee Permit# ❑Journeyperson-Restricted License Number: 1226 Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval ' The Commonwealth of Massarchusetts Deparhne.7t of Industrial Accidents Office of-t"estigations 600 Washington Street Bostot;MA 02111 www.mass.gov/dia ' Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print]Legibl� Name(Bnsmess aT=zationitn&vidval): '1-2�a g n(f Iy V Address: 15 City/State/Zip�,.!5la � ,Z>, C\,a M`A PhoneA [�. �� q2; L Q c7 Are you an employer?Check the appropriate box: •1pe of ' ject(required):: 1.L�1 am a employer with T •4. ❑ I am a general caao�actur and I 6. ew construction . employees(full and/or part-time).*, have hired the sorb-contractors 2.ElI am a'sole proprietor or partner- listed an xhe-attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working forme in any capacity. employees and have workers' y t. 9. (]Building addition [No workers'comp. comp.insurance. required.] S. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised then I L EI Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.E)Other comp,insurance regeiired.3 *Any appGcemt thatcbul box#1 must also M out the section below showing ties worlmm'compensation policy information. t H1=he rs who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that cheek this box must attached an additional shW showing the m me of the sub-contractors and state whether or not those entities have employees. If the subsonttactota have employees,they mustprovide their workers'comp.policy number. f am an employer that is provlding workers'compensation insurance for my employees. Below is the po&7 and job site information. Insurance Company Name: Policy#or Self ins.Lic.# U d 0 /7 Expiration Date: Job Site Address J le City/State/Zip: )Ay 4A-A-c.3 r-',A Attach a copy of the workers'compen n policy declaration page'(showing the policy number and expiration date). Faihrre,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine iip to$1,500.00 and/or one-year imprisonmem,as well as civil penalties in the form of a STOP WORK.ORDER and a tine of up to$250.00 a day against the violator. Be advised that a copy-of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify fonder the pains•andApenaalties of perjury that the information provided above is trace and correct . ' S•i�,natt>re• 4/Li L/�-•---�� Date: - - Phone#: ®fficial use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# .Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: J, E Page 1 Residential Heat Loss and Heat Gain Calculation 1/12/2016 In accordance with ACCA Manual J Report Prepared By: Balanced HVAC Inc For: Guarco Residence 163 ESTEY AVE HYANNIS MA, MA Design Conditions: HYANNIS Indoor: Outdoor: Summer temperature: 70 Summer temperature: 95 Winter temperature: 75 Winter temperature: 0 Relative humidity: 50 Summer grains of moisture: 94 Daily temperature range:Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Duct 11742 0 1,742 5,940 Floors 718 0 718 2,901 Walls 4,506 0 4,506 11,814 Ceilings 1,593 0 1,593 2,438 People 600 460 1,060 0 Fireplaces 0 0 0 0 Misc 1,200 0 1,200 0 Windows 21,067 0 21,067 14,770 Doors 474 0 474 1,242 Glassdoors 0 0 0 0 Skylights 0 0 0 0 Infiltration 4,718 4,550 9,268 26,231 Whole House 36,618 5,010 41,628 65,336 ( 3.5 tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. o�WE 'Town of Barnstable Regulatory Services MAM Thomas F.Ge1er,Director 2659. a� Building Division Tom Perry,wilding Commissioner 200 Main Street,Hyannis,KA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-740-6230 Property Owner Must Complete and Sign This Section If Using A Builder I� / ,�� pp� as Owner of the subject property hereby authorize ,,I k(f c)� ✓� r� I�tYZc� to act on my behalf, in all'matters relative to work authorized by this building permit / 6 3 Es -rc'/ AVEA/U (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&O WNERPERWSSIONPOOLS �t,�oof i 3 6�s7-o y cjL= - GAPS; COD REMO.QELINt3, LE'. a International Fireproof Technology, Inc. RICHAR0 AVERY Paint To Protect"" 17528 Von Karman Ave.Irvine,CA 92614 P.O. BOX 241 6 949-975-8588 14 n, // MASNPE�,-MA 02649 ICC JJ d V i, /� t J t—'% : 1, % �1/"��/ Ci2 CELL: (508) 958-7373 mac, ICC-ES ESR-3702 Verifies t at DC315 Meets Code Requirements Click here to view Report / AC 456-CCRR Compliant Report (Click here for report) DC G ! , - If a coating.has not passed a�e test on'a manufacturers am it 315 applied over Spray Polyurethane Foam (SPF), is cannot be used on that foam;there are no exceptions in the IBC Code! an Alternative Barrier System in "Section 2603.9 Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: as an Alternative Barrier System, DC 315 is applied The International Building Code (IBC) mandates that SPF be separated 1915_ i over a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration of 15 approved covering. DC 315 passed certified NFPA 286 and UL 1715 test f minutes by an accredited fire testing facility. Products over a variety of open and closed cell spray applied urethane foams that r, that pass an ignition barrier tested under were conducted by ISA certified testing facilities. All tests performed comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC AC 377 Appendix X are not appropriate alternative thermal barriers and Section 803.1.2,and Section 2603.9;2012 IBC Section 803.1.2and Section cannot be used. Depending on your particular application, either ignition 2603.10 under "Special'Approvals for Thermal Barriers over Foam or thermal barriers are required by the International Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3rd party inspection for p- roperties Valuequality assurance and consistency. FinishJ� Flat Alternative IS min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF Color ` Ice Grey with a Thermal Barrier Protective Covering) t ? The assembly must remain in place for 15 minutes during specified large- VAC. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By Volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77"F &'50% R.H.-To touch 1-2.hours, to DC 315 can be applied by brush,roller or a=Mt snr XU ecoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point f _.one Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened # A° containers and stored at 10°C.to 27°C(50"F to GPM: 1.00 0'F) Tip: 517-521 or equivalent. S Gal.ContainerWeight Bibs. Filter: 30 mesh,removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump Lai and%"x 3'whip ■ DC 315 is#e onlj 3rd party in pelkHtted fire protective coating for SPF . Pump: (Graco)TexSpray Mark 5 or equivalent ■ Markedj pd ListF&by Warno ersey Intertek W/N 20947 PSI: 3300 Single c6acoverage reducin labor and material:costs equaling GPM: 1.35 r higheprofits "` Indust geadin , read rate Tip: 517-523 or equivalent. • �' g�sP Filter: 30 mesh,removal of filter recommend from gun`and • Passec�L 1350,=safe for u iaschools and high occupancy building R_= �? machine ■ Passes-strict EPA- a d AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50Q tes) and%"x3'whip ■ Appr ev d for fneidentaI Food Contact complies with NSF/ANSI-51 requirements of USDA Pump: (Graco)GMAX 7900 or equivalent Easilyapplied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 lyearshelf life Tip: 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh,removal of filter is recommend from gun and ■ '. Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300' from ■ Meets LEED's point requirements pump and%"x 3'whip ■ No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh,removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose: 3/8"diameter airless spray line for the first 100'-300' from Thermal or Ignition barriers in compliance with current IBC codes. pump and W x 3'whip I Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data -.,be clean,dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on-this coating material. Any requires the foam.surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange_peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3-4 mils Wet Film Thickness (WFT) of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do,not allow product to freeze.Store above 10°C(50°F)at all also recommend flash coating around all pipes and air ducts. times. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators in order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTI's best practices installer must obtain and read all current installation hands and other exposed areas. documents.Installation documents include Application Guide, EYE PROTECTION: Ventilation Guide and lob Work Report. Safety glasses,goggles,or a face shield are recommended. These documents can be downloaded at www.painttoprotect.com or by calling IFTI at 949.975.8588. "Job Work Records are an excellent way to SKIN PROTECTION: track your installations and confirm compliance to your Building Official or Chemical resistant. gloves are recommended, cover as much of the Authority Having Jurisdiction. In the event of.a concern on a job the exposed skin area as possible with appropriate clothing. installer is,able to'provide documented proof of the installation,for this reason IFTI recommends using these forms for all thermal barrier jobs." RESPIRATORY PROTECTION is MANDATORYI rDC3 Respiratory protective equipment,impervious foot wear and protectiverial Preparation clothing are required at all times during spray application. 15 must be thoroughlymixed prior to application.Failure to do so will Material the materials performance and may create issues with INGESTION:Do not take internally. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is Consider the application and environmental concentrations in deciding if recommended. Material should be",stirred from the bottom up making additional protective measures are necessary. sure the bottom and sides'are scraped with a paint stick during the mixing process- to ensure all materials are completely mixed prior to the Limited Warranty application. Material should-be,mixed to a creamy consistency with no This product will perform as tested if applied and maintained according to lumps. Thinning is not usually needed, but if the material has been our directions, instructions and techniques. If this product is found to be ' ` exposed,to prolonged periods of high temperatures during storage, defective upon inspection by its representative, the seller will, at its evaporation of the water.',used material may have taken place.Typically option,either furnish an equivalent amount of new product or refund the the liquid level should'be about 3 inches from the top of the 5 gallon pail. purchase price to the original purchaser of this product.Seller will not be If the level of material is lower,water may be added during the mixing to liable for any representations made by any retail seller or applicator of the address this issue. product. THIS WARRANTY EXCLUDES(1) LABOR OR COST OF LABOR FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER Temperature and Humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH Ensure temperature and humidity are within specified limits for THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT application. Failure to monitor and compensate for increased humidity PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER may lead to blistering and/or delamination and will void warranty.Obtain LIMITATIONS APPLY.for the complete terms of the limited warranty,go to a ventilation guide prior to commencing installation. Ideal conditions are www.painttoprotect.com. Some states/provinces do not allow the 16°C-32"C(62°F to 90°F)and a maximum of 65%Relative Humidity. exclusion or limitation of incidental or consequential damages, so the above limitations may not apply to you.To make a warranty claim,write Ventilation to Technical Service, International Fireproof Technology, Inc., 17528 Von When spraying in enclosed spaces,regardless of size,adequate ventilation Karman Avenue, Irvine, CA 92614 or email Customer Service at . is required to remove excess moisture from the application area.The use otp@painttoprotect.com of fans may be required in some cases to ensure a minimum of 0.3 air changes per hour. Prior to starting a job please be sure to download a complete current ventilation guide at www.painttoprotect.com Rev:12/18/2014 5:17 PM Job Work Record Should be Filled Out For Each and Every Job.Completed Work Records Must be Submitted To workrecords@painttoprotect.com Within 10 Days of Job Completion. Town of Barnstable26 �,�L Growth Management Department 1639. � FOMArA Barnstable Historical Commission r www.town.Barnstable.ma.us/historicalcommission L.;,•..,:;.=;�i,`�' ,f I:,Itrl j=.fit 4,,.:: Jo Anne Miller Buntich,Director Marylou Fair,Administrative Assistant COMMISSION MEMBERS: Laurie Young,Acting ChairNice Chair George Jessop,AIA Marilyn Fifield,Clerk Nancy Clark Nancy Shoemaker Len Gobeil Ted Wurzburg,Alternate February 26,2014 Re: Intent to Demolish Entire Single Family Dwelling&Garage 163 Estey Avenue, Hyannis,MA ' Richard Avery ' P 0 Box 2416 Mashpee, MA 02649-8416 Ann Quirk,Town Clerk 367 Main Street, Hyannis, MA 02601 to M Thomas Perry, Building Commissioner 200 Main Street, Hyannis MA 02601 Pursuant to the attached decision,please be advised that the Barnstable Historical Commission will hold a public r --hearing on this matter on Mar6h-18,2014 at 00pm,367 Main Street, Hyannis,2nd Floor, Selectmen's Conferenceu Room. This public hearing will be advertised, notices sent to abutters and a notice form will be posted on the building or other visible site on the property The applicant is responsible for advertising and mailing costs associated with the pubic hearing. Please contact Marylou Fair at 508.362.4787 or Marylou.fairQtown.barnstable.ma.us for processing information. Sincerely, Laurie x young Laurie K.Young,Acting ChairNice Chair 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-8624782 �p'THE Town of Barnstable s^R" Growth Management Department - Ti W •� 4 i._Lr`.1% 7�F039. Barnstable Historical Commission wwW.town.barnstable.ma.us/historicalcommission Jo Anne Miller Buntich, Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Acting ChairNice Chair George Jessop,AIA Marilyn Fifield,Clerk Nancy Clark Nancy Shoemaker Len Gobeil Ted Wurzburg,Alternate Chapter 112 Historic Properties, Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 163 Estey Avenue, Hyannis Map 306/Parcel 197 Pursuant to Intent to Demolish Entire Single Family Dwelling&Garage The Barnstable Historical Commission received a Notice of Intent to Demolish application for this address stamped by the Town Clerk on February 24, 2014. This property, located at 163 Estey Avenue, Hyannis, MA is a 2'/2 story single family dwelling with garage and was built 1920 and is architecturally important in terms of period and style of the neighborhood. In accordance with Chapters 112-2 and'112-3(D), Barnstable Historical Commission Chair has determined that this structure is a significant building. 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 Town of Barnstable Growth Management Department cv:�' Barnstable Historical Commission -' www.town.bamstable.ma.usthistodcalcommission ,4p =,, .�:. It NOTICE OF INTENT TO DEMOLISH OR MOVE A HISTORIC BUILDING Date of Application Z I Z 12--o4 i✓ / r _1 Building Address: �S"� Av� O(2,Q �- A 2 Number Street Assessor's Map# Assessor's Parcel# Village/ ZIP Property Owner. Name Phone# Property Owner Mailing Address(if different than building address) 0.lk Property Owner e-mail address: JJ �yI Contractor/Agent Contractor/Agent Mailing Address: Contractor/Agent Contact Name and Phone#: R,I S06 2S 7 7_� Name Phone# Contractor/Agent Contact e-mail,address: rR"� cD C-w Existing Building Material: 2— Type of New Construction Proposed: Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 Year built: 6 GI, 2 t> Additions Year Built: �j V'A04j0J Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No Yes EJ Is the Building associated with one or more historic persons or events, or with the broad architectural, cultural, political, economic or social history of the Town or the Commonwealth? ti IZi � ) Is the Building historically or architecturally important in terms of period, style, method of building construction, or association with a famous architect or builder either by itself or in the context of a group of buildings? I D 61a December 2011 so(pco �aa 3115 �e.mb J 1�ed�;ld� \01/ ' p�\'O��w DECK t 0 W w'Q #141 RR #141 R \ O j 38'f oy . o♦ �6 f _ k �♦ CD#103 � � �. COASTAL DUNE S 74.00, } / to 4 010 vy loo co A.n / o �� o`c o ,I s / S ,4 0 0 CD#102 ��� 40.6' o I 163 NEW FOUNDATION O o I TOF=14.9 (NAVD 88) oo� 40 40, N/F I gS. BRIAN & ANNE GUARCO 25.001 _ ASSESSORS MAP 306 ' PARCEL 197 . .. 4 '- • 7 392f S.F. DEED .BOOK.- 27646, PAGE 149 I� - =/ "AE" 13 ` ''' 1h ' / 5.00, co - FLOOD ZONE AE 13 �♦ i f 00 ♦ 3 I ` S �4. FLOOD ZONE "X' ♦ to / �0 30 A E - / o � N/F / ♦ MICHAEL B. GUARCO ASSESSORS MAP 306 PARCEL 198 12,268±S.F. DEED BOOK1483, PAGE 609 � P/CKET FEN (� / — CE `J OF STRUCTURAL NOTE FRAMING LUMBER CRIPPLE STUDS 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH THE I.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST G HEADER HEADER LAP DOUBLE 2X TOP HEADER SCHEDULE(UNLE55 NOTED OTHERW15E ON ARCHITECTURAL AND MECHANICAL DE51GN SPECIFICATIONS AND SMALL EDITION OF THE NFPA'NATIONAL DESIGN SPECIFICATION FOR DOUBLE 2X DOUBLE 2X PLATE AT ALL CORNQtS� DRAWINGS)SHALL BE A5 FOLLOWS CONFORM TO THE PROJECT SPECIFICATIONS.INCLUDING THE WOOD CON5TRUCTIOM,AND SUPPLEMENT'DESIGN VALUES FOR E TOP PLATE TOP PLATE AND INTERSECTIONS FOLLOWING GOVERNING STANDARDS: WOOD CONSTRUCTION',LATEST EDITION.MAXIMUM MOISTURE JACK STU JACK STU 3 STUDS MIN.AT 2X STUD WALL WIDTH OF OPENING HEADER SIZE CONTENT SMALL BE 19%. O A)THE MA55ACMUSETTS STATE BUIWING COD,EGITRH 0 CORNERS LE55 THAN R-(P (2)2x6 EDITION,AND ALL OTHER AGENCIES HAVING JURISDICTION. SILL 2X MID-BLOCXJN6, LE55 THAN 6'-0' (2)2x8 B)AISC SPECIFICATION FOR THE DESIGN,FABRICATION/LACE 2-ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL C STAGGERED,KJNTYP LP55 THAN&-O (2)2xI0 ERECTION OF STRUCTURAL STEEL FOR BUILDING5'.LATEST FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SMALL BE _ CRIPPLE I I DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. m =F'- LE55 THAN 10-0+ (2)2x12 EDITION. PRESSURE TREATED WITH CCA PRESERVATIVE TO MINIMUM U ` STUD5 JANB STU U C)ACE'BUILDING CODE CI �Z REQUIREMENTS FOR REINFORCED Lu NO OI TYPICAL SEE WALL IEt;QmS DN FA(713.THE WALL STUDS TYPICAL PLAN FLIT STUD S�AIm SPAONG D)THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE GRADE FRAMING LUMBER SHALL THE OF THE USE ALL LUMBER SHALL = 2 Q 0 WALL STUDS AMERICAN WELDING 50OLlY(AWS D 1.1) (•) I LD THE MINIMUM UNIFORMLY DISTRIBUTE LOADS SMALL BE PROVIDED AS INDICATED: BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND O ` JAMB STU q THE TIMBER CONSTRUCTION MANUAL.4TH EDITION, SHALL BE SURFACE DRY: rn zxsolE MINIMUM UNIFORMLY DISTRIBUTED LOADS(PEP 5QUARE FOOT) AMERICAN INSTITUTE OF TIMBERCONSTP.UCTON. Q Ob U ui 2X SO1E PLATE M F)THE NATIONAL DESIGN SPECIFICATION FOR WOOD m z Y m ' PLATE - _ I .3' �' C. ATTIC WITH STORAGE: 20 LB5.LIVE LOAD/1 O CBS.DEAD LOAD CONSTRLIC.TION.I ATFST EDITION DIMENSIONAL LUMBER - w RL:iJNo IJIMCK THAN 9lLEYINta RUL�ASt 4U LK5.LIVE LOAD!10 CBS.DEAD LOAD t1 m .. NOTES: NOTES: ' SLEEPING ROOMS: 30 LBS-LIVE LOAD/10 U35.DEAD LOAD 2.THE CONTRACTOR SMALL PROVIDE TEMPORARY SHORING AND FOR D(POSED MEMBERS L- _ Z m GROUND SNOW LOAD: 25 LES.LIVE LOAD - BRACI L PL NG AND MAKE SAFE ALL FLOORS,ROOFS,WA5 AND ADJACENT Q H LL' W E 1.SEE WALL LEGENDS ON EACH AN FOR 1.SEE WALL LEGENDS ON DECK5 60 LB5.LIVE LOAD/1 O LB.DEAD LOAD FB -FLOOR JOISTS t BEAMS 92 SOUTHERN YELLOW PINE _ W a TOP PLATE SPLICE PROPERTY AS PROJECT CONDITIONS REQUIRE. U STUD SIZE AND SPACING. EACH ftPN FOR STUD SIZE =975 P51.E-I.44E6 P51 O O g W W 2.SEE HEADER SCHEDULE FOR HEADER,JACK AND SPACING. DETAIL UPLIFT CONNECTIONS,5TRAP5,FASTENERS AND ATTACHMENTS: z O AND JAMB SIZES AND QUANTITIES. 2.SEE HEADER SCHEDULE � � 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSEf75 -TIMBERS AND POSTS #2 SOUTHERN YELLOW PINE FIC � .V Z W W 3.PROVIDE 2-2x(MATCH WALL FRAMING SIZE) FOR HEADER,JACK AND JAMB - GENERAL NAILING SCHEDULE AND APPENDIX 7B0 CAR 120.Q STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND DESIGN Yn x LIJ 0 F SILL FOR ROUGH OPENINGS UP TO 6'-O WIDE. SIZES AND QUANTITIES TABLE 120.Q.I RECOMMENDED FASTENING SCHEDULE STANDARDS.ABSENCE Or SPECIFIC ITEMS FROM THESE DRAWINGS (5X5 t IMGER) =525 P51,E=I.2E6 P51 Q O m Q U) / _ DOES NOT INFER THAT THE CONTRACTOR 15 REUEVED FROM THE Z PP.OVIVE 3-2x STATUTORY CODE REQUIREMENTS. - FOR NON-EXPOSED MEMBERS °a U W H (MATCH WALL FRAMING SIZE)SILL FOR ROUGH ^ TA15LE'3.1 NAILING SCHEDULE: ztq w zN OPENINGS G&EATERTHAN 0-0°. WOOD FRAMING FOR - -FLOOR J015T5 t BEAMS R2 SPRUCE PINE PER N3 O A O W Q c DOOR OPENINGS F5EE ALL STUDS ROOF FRAMING(MAX.SPAN 321 NUMBER OF NAILS/SPACING 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM - =875 PSI,E-I.4EG P51 U �g z Q� RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER TO THE APPROVED RULES AND STANDARDS FOR MATERIALS.TESTS. e. 1 lL W TD O Z WOOD FRAMING FOR E 2X 501E PLATE CEILING JOIST TO TOP PLATE(TOE-NAIL®) 3 PER JOIST AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS USTED IN STUDS tl2 SPRUCE PINE FIR PC I- 2 W LL J Ljj WINDOWOPENING5 . b iRGONSTRUCTION CIS NG1015TTOPARALELRAFTER(FACE-NAILED) GEACHLAP APPENDIX A OF THE MASSACHUSETTS STATE BUILDING COD. Q z f (L U Wd =I I50 P51,E-1.4E6 PSIUOCEI JOIST LAPS OVER PARTITION(FACE-NAILED) G EACH LAP Q _=QWCOLLAR TIE TO RAFTER(FACE-NAILED) 5 PER TIE 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS .TIMBERS AND POSTS S2 SPRUCE PINE FIR FC PLYWOOD SHEATHING BLOCKING TORAFTER(TOENAILED) 2-Bd MGM END IN THE FlEW PRIORTO COMMENCING WORK ANY DISCREPANCY (5X5 t LARGER) =500 P51,E=IDES P51Nd 2 m M� RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END BETWEEN WHAT I5 SHOWN ON THE DRAWING AND ACTUAL FIELD 5-515TER JOIST (VLE PX TOP PLATE CONDITIONS SMALL BE REPORTED BACK TO THE ENGINEER BEFOREPROCEEDING WTTIH ANYWORK 4.DETAILS IR WOOD FRAMING SUCH AS NAILING,BLOCKING,(FULL LENGm) WALL FRAMING NUMBER OF NAILS/SPACING BRIDGING.FIRESTOPPING, CONFORM TO LATESTTK o\CONT.PLWVOO LNGALL STUDSTHE _ WOOD JOISTS ' STRIP TYPICAL AT PLATE TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT 7.DESIGN VERTICALUVE WADS: EDITION O ST NATIONAL DESIGN SPECIFICATION,AND THE - - INTERSECTION TOP PLATTS AT INTERSECTIONS(PACE-NAILED) 4-1 Gd JOINT5-EACH 51DE SECOND FLOOR LOAD-30 P5F TIMBER CONSTRUCTION MANUAL JDIB/Q T °No:3854 y F 114 P DDLE HA f4 5 AN l STUD TO STUD(FACE-NAILED) 2-1 Gd 24'O.C. FIRST FLOOR LOAD-40 P5F • -w 6 OF SPAN PLYWOOD BANDING. - 5.WHERE DIMENSIONAL FRAMING LUMBER IS FW5M FRAMED TO NSA s' eO HEADER TO TOM PLATE (FACE-NAILED) 16G @ E R O.C.ALONG EDGES ALL OTHER FLOOR LOAD-30 PSF =HEADER .STRIP DETAIL TOP OR BOTTOM PLATE TO STUD(FACE-NAJUD) 2-I Gd PER 2x4 STUD SNOW E AD 25 P5F AD-20 ESP CLEARENGIN BELOERED W HE TOP f FRAEELMING LING UUMRS,SET O ALLHESE GIRDERS,. ,HCFP� ry NOTCHES - � 3-16d PER 2x6 STUD SNOW LOAD-25 PSF TABLE 5301.2.(5) CLEAR BELOW THE TOP OF FRAMING WMBERTO ALLOW FOR " � - z - - DOT TOM PLATE TO FLOOR JOIST,BAND J015T, 2-16d PER f00T -. - SHRINKAGE. NUMBER OF JOISTS HEADED - - END JOIST OR BLOCKING(FACE-NAILED) 8.DESIGN LATERAL LOADS: Off,'1I�r _ WIND LOAD:I 10 MPH BASK WIND SPEED(EXPOSURE C) G.FOLLOW MANUFACTURERS SPECIFICATIONS FOR ERECTION, - A[) N IH=I-2% 5- 2X FLOOR FRAMING NUMBER OF NAILS/SPACING - INSTALLATION AND PLACEMENT OF ENGINEERED LUMBER MAX HOLES I H-2-2X 5=I-2% FOUNDATIONS . PRODUCTS.PENETRATIONS THRU ENGINEERED LUMBER PRODUCTS 3 H=2-2% 5-2-2X - I Gd NAILS @ 12.O.C. JOIST T051L1,TOP PLATE OR GIRDER(TOE-NAILED) 4$d PER JOIST 15 EXPRESSLY NOT PERMITTED WITHOUT PRIOR APPROVAL BY >3 CONSULT STRUCTURAL BRIDGING/DLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 1.A55UME MAXIMUM SAFE SOIL BEARING PRESSURE-2.000 PSF. BLOCKING TO SILL OR TOP PLATE(TOE-NA.IL`D) 3-;Gd EACH BLOCK THE ENGINEER. ENGINEER OR PLANS LEDGER STRIP TO BEAM(TOE-NAILED) 31 Gd EACH J015T 2.ALL FOOTINGS ARE TO BE PLACED ON NATURAL UNDISTURBED NOTES: JOIST ON LEDGER TO BEAM ITOE-NAILED) 3-Bd PER JOIST MATERIAL OR COMPACTED GRANULAR FELL.SUBSOIL BEARING STRATA 7.STUD BEARING WAU5 ARE TO BE 2X4 @ I G'O.C.AT THE BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T SHALL BE FREE FROM ALL VEGETATION,LOAM AND ORGANIC MATERIAL. INTERIOR AND 2XG @ I G'D.C.AT THE EXTERIOR.UNLE55 I. IN TH CASE ARE NOTCHES TO S PLACED IN NOTES: m BAND JOIST TO SILL OR TOP PLATE(TOE-NAKED) 2-I Gd PER FOOT OTHERWISE NOTED. BOTH THE TOP AND BOTTOM EDGES IF THE NEAR . NOMINAL DEPTH FRAMING. AND 5°SHALL SIDES OF SUCH NOTCHES ARE CLOSER THAN 12° MATCH ADJOINING FRAMING. 3.BOTTOM OF FOOTINGS SMALL BE NO LESS THAN 4'-O BELOW FINSM HORIZONTALLY,NOR ARE THE NEAR SIDES OF 2,CONNECT HEAD®-OFF JOISTS TO HEADERS NOES` GRAD B.ALL RAFTERS AND JOISTS SHALL ALIGN DIAL T U WTTM STUDS NOTCHE5 AND BORED HOLES TO BE PLACED BELOW;WHERE REQUIRED INSTALL ADDITIONAL STUDS.USE CLOSER THAN 12•HORIZONTALLY,NOR ARE EfORED AND HEADERS ADJOINING FRAMING WITH METAL I. M5 AND HE TO LVL t SAWN LUMBER ROOF WALL SHEATHING NUMBER OF NAILS/SPACING q,p0 NOT PLACE BAGKFILL AGAINST BASEMENT WALLS UNTIL ALL DOUBLE STUDS AT ENDS OF WADS AND ENDS OF WALL HANGERS SIZED AND INSTALLED AS PER MFG. BEAMS AND HEADERS. TABLE 5602.30) FLOORS BRACING THESE WALLS ARE IN PLACE. OPENINGS. HOLES TO BE PLACED NEAR BOTH THE TOP AND RECOMMENDATIONS. 2.USE DETAIL AS SHOWN FOR MEMBERS UP ROOF SHEATHING Bd NAILS 6'OC@ EDGP1 ' BOTTOM EDGES IF THE NEAR SIDES OF SUCH 3.CONNECT SISTER JOIST TO ADJOINING JOISTS TO 12'DEEP.FORR DEEPER MEMBER PROVIDE IV OC INTERMEDIATE SUPPORT 5.5LA55 ON GRADE SHALL BEAR ON NATURAL UNDISTURBED SOIL OR 9.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR HOLES ARE CLOSER THAN 12'HORIZONTALLY. WITH 2-ROW5 OF I Gd RING-SHANK NAILS AT I G' ONE ADDITIONAL ROW Of NAILS @ CEfTERUNE 2.NOTCHES AND HOTS OTHER THAN SHOWN OF MEMBER ROOF SHEATHING 8d NAILS VOG@ EDGE! ON CONTROLLED COMPACTED FILL REMOVE EXISTING FILL MATERIAL y OPENINGS WHERE BEAMS ARE NOT DESIGNATED. ON CENTER FULL LENGTH. WHERE NECE55ARY AND REPLACE WITH CLEAN GRANULAR FILL MUST BE SUBMITTED TO THE ENGINEER FOR 3. FOR 3 PIECE MEMBERS,THE NAILING 48'FROM GABLE EDGE,SAVE OR RIDGE G'OC INTLRMW LATE SUPPORT 4.CONNECT ENDS OF SISTER JOISTS TO COMPACTED IN 6"-8°LAYERS TO OBTAIN 95`&STANDARD PROCTOR I O.LAP ALL PLATES AT CORNERS AND AT ALL INTERSECTIONS - REVIEW. SUPPORT TO MATCH ADJOINING JOISTS. - SPECIFIED 15 FROM EACH SIDE. DENSITY AT THE OPTIMUM MOISTURE CONTENT. OF PARTITIONS. - ' 4. FOR LVL MEMBERS FOLLOW STRICTER WALL SHFATHING 8d NAILS 4YJG@ EDGE/ G'CC INTERMEDIATE SUPPORT - NOTCHING AND HOLES SUPPLEMENTARY WOOD REQUIREMENTS or THIS DETAIL OR THE CONCRETE 1. INLSS OTHERWISE NOTED,PROVIDE HEADERS OVER ALL ' MANUFACTURERS REQUIREMENTS. WALL SHEATHING 8d NAILS 3'OC@ EDGE/ OPENINGS AS FOL10VJf: ALLOWED IN 2x WOOD FRAMING FOR TYPICAL 2*3 PIECE 48'FROM CORNER t GABLE END WALLS G'CC INTERMEDIATE 5UPPORT I.CONCRETE MIXTURE,FORM-WORK•DELIVERY AND PLACEMENT SHALL TNT.WAU5-(2)2X 10 EXT.WADS-(3)2X1 O Tn JOISTS FLOORlROOF OPENINGS CONFORM TO ALL REQUIREMENTS OF ACI 301(LATEST EDITION). Z MEMBER FASTENING UNLE55 OTHERWISE NOTED. 12.UNLESS OTHERWISE NOTED.AT THE ENDS OF ALL BEAMS. z 'v DETAIL - HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID P05T W Q RAFTER OR 2.CONCRETE MATERIALS SMALL BE:TYPE 1 OR 2 PORMND CEMENT, WHOSE WIDTH 15 AT LEAST EQUAL TO THE WIDTH OF THE 1 • SAND AND GRAVEL AGGREGATES.ALL CONCRETE SHALL BE MEMBER IT 15 SUPPORTING AND WHOSE DEPTH 15 4'AT THE - ;. CANTILEVERED ^\ AIR-ENTRAINED.CONCRETE COMPRESSIVE STRENGTH,(FC)IN 28 DAYS, - Z W = INTERIOR WALL5 AND G'AT THE EXTERIOR WAL5. FLUOR JOIST - SMALL BE IN ACCORDANCE WITH ACE 318-02 AS FOLLOWS: _ - 06 Z W , 2 2X HEADER All CONCRETE WORK 4.000 P51 13-ENGINEERED FLOOR JOISTS TO BE MANUFACTURED I JOISTS z - ` AT LEAST EQUAL TO TJI/PRO 5GO OR 3GO(SEE ROOF FRAMING PLAN). J Ln W TOP PLATE 3 ALL MIXING,TRANSPORTING.PLACING AND CURING OF CONCRETE ABBREVIATIONS u ' _ 2x(MATCM W t FRAMING 51ZQ _ SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE (+DESIGN VALUES ADJUSTED ONLY BY CM) H W Q NAILER ON AMERICAN CONCRETE INSTITUTE. ('DESIGN VALUES NOT ADJUSTED) W w } BOTTOM OF Q W HEADER TYPICAL HEADERCON5TRUCTON 4.ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE -- Tn U + STRENGTH OF 5.000 P51. E.W. EACH WAY Z W (5EE SCHEDULE FOR HEADER 5IZE5) T.O.w. TOP O S.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO B.O.F. BOTTOM OF OF FOOTING 0 a lh \ ASTM AG 15.GRADEGO.EXCEPT WHERE NOTED.NO.3 BARS MAY T.O.SH. TOP OF SHELF f- n TO _ CONFORM TO A5TM AG 15.GRADE 40.ALL REINFORCING BARS WELDED T-0.5. TOP OF STEEL U . H2 HURRICANE TIE TO A STEEL SECTION SHOULD BE OF WELDING GRAD 40. E.O.P. EACH END O ER BY SIMPSON, - _ 6.DETAILING OF CONCP,ETE REINFORCEMENT AND ACCESSORIES SMALL < 9 -- INSTALL AS PER BE IN ACCORDANCE WITH AG PUBLICATION 315,LATEST EDITION. o Q MFR5 SPECS. 7.WELDED WIRE FABRIC LWWF)SHALL CONFORM TO A5TM A185 WITH A MINIMUM TEN5ILE STRENGTH OF 70,OW FBI. - - mrse ow.wwrs P+/+s NOTE: USE AT ALL ROOF RAFTERS RAT - - _ uwrtorome - seneou�.rnres,seenoxs,um CANTILEVERED FLOOR JOISTS 8.PROVIDE MINIMUM TEMPERATURE REINFORCEMENT AS REQUIEM By AC 31"2.IN ALL SLA55 AND WALLS WHERE NO REINFORCEMENT 15 a+asaaate INDICATED ON DRAWINGS. RAFTER TIE-DOWN DETAIL , ( 9.SELL PLATE ANCHORS TO BE ASTM A307 BOLTS EMBEDDED INTO REVISIONS TOP OF CONCRETE FOUNDATION WALL AT MAXIMUM SPACING OF G'ON SCALE:TUTS - . CENTER 12'MAXIMUM FROM THE CORNER ANCHORS HAVE SHALL HAVE MINIMUM EMBEDMENT R - INTO CONCRETE AND SHALL HAVE 90'HOOK AND N Q w. PLATE WASHER 3-5'x 3.5'x I/4°UNLE55 NOTED OTHERWISE ON PLANS. - LVL OO STEEL BEAM L Q L ENGTH _ NOTE, USE EVERY OTHER NAIL MOLETEAR SPAN IN A ROW TO PROVIDE THEROVIDE MINIMUM COD-REQUIRED END DISTANCE MINIMUM LTNTER-TO-CENTERQUAL NUMBER OF SPECIFEDSPACING FOR NAILSAILS IN EACH ENDIMP50N STRONG-TIE C53-84 COMMON NAILSARE 5OILED STRAP 51MP5ON TOP FUG JOL5T HANGER IN EACH END LENGTH @ALL °ENDINSTALLED PER MANUFACTURERS EXTERIOR WALL STUDSENGTH - RECOMMENDATIONS HANGER TO LVL BEAM DETAIL WALL TO WALL STRAP DETAIL DRAWING NUMB ' N.T.S. SCALE:N.T.S. - / \ ■ O ., 1 m ' m m U C t L 113 U 3EJ a�I O� `m Q OMr U W IM (A o z O m D W U 'o W a W U) p U Z W rn fn O w (7 It r- iD Q Q M EL Z F-m m Bfs W N p W vi n B Orr p W y -1 m O �m� O ¢ro . F � p J W w SECOND RAOR EL.26.0,_ _ _ — -—.—.— — — — — — Q If il 6=FQ W a O Ell I 5 F50 7 9 P5 T4 51M M T 51M 3] 5 cm 5 R.N R 5 .OR tB G �C HABieo off\ p '1mNG '� No.3H54 i M N A5T2] 91M M TZ] SUPT2] • ! S N ] ANCNOR - STRA C R 5 - �Li1D • � FIRST FLOOR EL.16.0' rvsT n - ' ro.r,rnwcC w 1 - �en GRADE VARIES iO 20' 57EP FOUNDATIONS A5 REQUIRED Framing elevation A Framing elevation B z Z W . = ` WLa o w w Q W o -v U Cl) o $ES 8 . .. � us[DP mbe owanxm lNAHB Ib.NDl6,SCTONB.u1G" - � a13)PRL TO BC NMBCB - PNdC�IS GMer BV� REVISIONS LIS ,urn mFnn ■Prellmmary Not for Con5hvcdon. Q ■Issued for Comments. - ■Issued for ZBA approral.A-1 23.2015 A ■Issued for ZBA aooroval.June 25,2015 Q ■Issued for Perms. n Issued for Dds. gym: ❑Issued for ConstrvcW, _ n Issued for Awrowl of: , °n ■o— \ 0 iM 2M 3M _ I III I�III Iy� DRAWING NUMBER: - 7 2 3 4 6 7 6 9 OFT SFf 1DR ,//�\`A _9 GR4Pt11C SCALE: IM'•I'-0' • � b� 33'-11' ao c NftV wDGe r�cHr - - - -- - - -- - - -- - W11-0 _ E -- — — -- — — -- — — -- — — -- — — -- — — -- — — -- — — -- I I m -- — — -- — — -- — — — i WUlI4 <pLSECONDFLDO(t(<'IUNG I x 2 GE D_ 2 6 Z Y Im Q JO MASTER CLOSET - p I W LLxx� U' m a BEDROOM NUMBER T.O.F.EL32.s �- n"'. O B G AL B OW Q 2LL m -- -- - - -- - -- - - -- - _ - - - -- -- U W aE _ N __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ W I 0 p g W I-E Z x O Z W pl 0 1 12 D O sj -Q Oxd Z Ito Id-109/16° i� 1 2 12 D B _ ey _� ca W"U W co - 9ECOND FL.�26.d 1— — -- _ _ _SECOND BOOR EL26.0'_ A ;N O I b 0 Om a .w Q r LL W p m dwppr dg A8 i O 1 _ q$ Lu a Z F Q 0-0 W O - i Q p=� WJW N B G AL BE W N N 1 2 N iL 2 m cn / __ _ _ _ __ _ __ _ _ _ _ _ _ _._ _ _ _J - o o KITCHEN AREA BEYOND 1 2 I - -- - -- - - b i • - 1 �tp �e N -2 I I 10 O FRG,T I-E 16.0' - 1 .. De—BEttJNp --_—_-- Tp.E WALL EL1472 i a 1 _ --_________ SCAM BEtDW —. —.—.—.—.—.— - nmr.u�m�. ___ _______ 16 i I p 2x8@ 16- 2z8@ 16 rvnm e�12.T _.vro°meo ersueie- L_ 1 iD `� BASEMENT U - - - ------� ------- ro = � BASEMENT -- - -------- ---------- - a 1 1, 1 ROOF FRAMING PLAN _BASEMENt 6�.s'_._ SCALE:1/4"=P-d SECTION A-A 41'-11• 5CALE:1/4'=I'-O° 8' 33 1 1' - NEW FUME IIE1GMf - _._._.—._.—.—._._._.—.—._._ _ ^ F_ __________________________________ _ 2 ROOF BELOW � i� g / \ z coLlARn 0e 1 � Z U W •._HEIGHT OF RAISED OENN _._._ _ _ / / Ca BEAM W Z w 0 W ._ / \ T 1 N I Z LI.I Q T:O.P.EL 32.5_ _ Q� B G e i b 2 0 W - ; -- - i .. m LL cf) LL_ d tD W CO 1 O Q' 0 (O - lB - I wO uN F SECOND FLOOR eL26.0 _ __ _ _ __ _ _ _ _ _ __ _ _ __ _ _ a_ _ _ _ I I Srnusewe�c.NrnG.SLYTO �. 11 I/4 V 3- I- 4 J,I I/ LV - -3 x I I- 4 VL i OsrrnrK"1 r�RDI�-r'��Baw�eo I I p 2 i REVISIONS _fIPST PLOOR.EL 16.0 _ _ � � i I Q ixre eanwrrw N i I Q I -- ♦ 0 e�______—___ _W='vNr .—.—.—.— 33-_S" SECTION B-B ATTIC FLOOR FRAMING PLAN O 1M 2M 3M _ S�AAI�;,/4•=1,_O• SCALE:I/4°=1'-O° DRAWING NUMBER: 1 2 3 4 8 7 8 9 �_Q p Ff 5 FT LOFT Q GRAPHIC BCAlE: I/4'=I'O m E 20'-7„ 01 $ c F- °gym W m 'd0 O C x =Y Q m - - CONTINUOUS RIDGE VENT Q O 1n U W m J STRUCTURAL RIDGE-SEE 5TRUCTU DWG5. 2 w Z_ Y DRIP EDGE - \ _ LLJ <N) Ur Q' ASPHALT RDOP SHINGLES-TO BE SELCTED-DO NOT USE IKO XQQ m_ IN5TALL ICE AND WATER'SHIELDS /FASCIA MOLDINGS a m Lu E \ AT ALL VALLEYS AND ROOF EDGES. TO BE SELECTED \ O Q 0 U W I_W co Z Z W \\\ FIT WITH CONT. m 2 x 1 O AT I G'O.C. FRIEZE BOARD F- WITH MOLDING r_______ _ 0 Z In ;meth.equip. Z N \ _ MIN.R-381N5ULATION cr Of W y' cr�; '\ \ TOP OF 5U8-FLOOR �mmon<e 5pau - I l U z g w SEE SECTION A FOR INS TON REQUIRE.I� ' O QQ U FLOOR CBLING 112'GYPSUM WALL BOARD ON `pE0 PY[q�� I k3"STRAPPING @ 19 O.C. �s TOP F DOUBLE PLATE r.o.P.EL32.5 c'- O O OU o� SIN O� BE SP1ECfCD - "L"i 4a 35 PLATE UPLIFT 5TRAP5 SEE STRUCTURAL _ 3' � oW s s --- SQFFI I'WI I H ffl+1 (.ONi INU05 VENT O / - _ - BBANGPA L OPTION OF VENEER 375/9 /2'WC _ U SKIM GOAT OF PLASTER DOUBLE TOP PLATES �G 7/16°OSB'ZIP-WALL'SHEATHING 2'.6°WD STUD i ON S J 'SID -2 k 6 11 2k 1 O'AT 16'O.C.L 3/4'T 4 G PLYWOOD OPEN CELL FOAM _ - v SUSFLOOR GLUE AND 5C OR BUW KET C - FINL5H FLOOR - - 2'-3" AS SELECTED BY OWNER - 01 SECOND FLOOR SECOND FLOOR EL2G.D _ FUU511 FRAME _ _ FIRST C 1 FLoo EIUNG_ R_ _ INSULATION OPTIONAL DOUBLE TOP PLATES ,. F BETWEEN 2ND @ 3RD. 2'x G'5TJD5 AT I G'O.C. Z 1/2°GYPSUM WALL BOARD ON EXTERIOR WALL TYPICAL W I k3'STRAPPING @ I G O.C. HORIZONTAL WOOD CLAPBOARD m EXrMOR WALL TYPICAL HOUSE WRAP W _ HORIZONTAL WOOD CLAPBOARD - 711 G'05B ZIP-WALL'SHEATHING HOUSE WRAP _ 2', _ R-21.6 IN5ULATION MIN. 711 G'05D Z R-21 6 INSULATION IP-WALL`SHEATHING 6'WOOD IN 16'O;G. . MIN. 5 2'x G'WOOD STUDS @ 16-O.C. .6 MILPOLY-VAPOR BARRIER (� R-21.G OPEN CELL �_ W FOAM INSULATION MIN. — 1/2°GWB W1 OPTION OF VENEER Q) - .6 MIL.POLY-VAPOR BARRIER 5KIM COAT OP PLASTER Q _ Z � I 2'.G'PLATE 51MP50N HDGA O rx I O°AT I G'O.C. INSULATION 1- 5/8'O OK. 2'J ANCHOR BOLTS Z 3/4'T 4 G PLYWOOD 5/B'DIAM.STEEL ANCHOR BOLTS HOLD DOWN EA ND' SU5rLOOR GLUE AND 5C (5/8-ANCHOR BOLTS AND 3.3.1/4'PLATE WASHERS (3'HOOK.12'J BOLTS AT 4'-D O.C.) F2k I Cl AT 1 G'O.C. = Q STRAPS AND HOLD—5 A5 REQUIRED 3604.i O - FINISH FLOOR SEE 5TRUCNRAL DWGS ' 3/4-T 4 G PLYWOOD - AS SELECTED BY OWNER (2)2k6•P.T.SILLS ON 5U5FLOOR FIN15H FLOOR 2k6Y.T.SILLS ON Z W = . SILL SEALER FIRST FLOOR AS SELECTED BY OWNER SILL SEALER ALUMINUM FLA5HING — — FIRST PL.EL 16.D _, _ FIRST FLOOR EL.I G.D z L) Ld . Ix10 WATER TABLE R-30 - WQ Z TOP OF FOUNDATION WALL T.O_F WALL EL 14.91' 0 W - OPTIONAL NS�ULATION SLOPE TO DRAIN - 1 ERSEN/2817 W a y} RIGID FOAM - ��INSULATION FIRE RATED GWB _ _ _ F1.00D ELEVATION EL 13.0' J O W MIN•KTIO _ I AS PROVIDED BY SURVEY Q U F- OPTIONAL WATERPROOFING/DAMPPROOFING 1 VAPOR BARRIER I - ?VjkA GRADE_I I_8' _ V W AS PER CMR 54DG. - lh Q . - UN-REINFORCED A9 PROVIDED BY SURVEY (p I D CONCRETE FOUNDATION 1 O'CONCRETE FOUNDATION - I� F 4'CONCRETE SLAB WAL 5.STEP AS REQUIRED WAL5.STEP A5 REQURED _ FOUNDATION SEALER BELOW E OVER COMPACTED GRAVEL TO SUIT GRADE. TO SUIT GRADE. 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SECOND FLOOR ELEVATION: 26.0 1 - 1 nvl.rz..a 1 BASE PLATE TYPE-C FIRST FLOOR CUNATION: IG.0 REVISIONS 4°CONCRETE SLAB I 5roue Decx AND sraRs I I I _ - TOP OF FOUNDATION WALL: 14.91 no 1 ON GRADE REINF 3.0 FLOOD ELEVATION:W/ I tn1 Q 6 x 6,W2.9x W2.9 WWF 1 a I 1 r T/5LA5 EL.7.5' i AVERAGE GRADE: 1 1.8 I 1 1 TS 4 X 4 STL COL BASEMEN ELEVATION: 7.5 - - BEYOND I 1 16 ■Prelimnary Not for CoretrucNon. 1 .,..., T/SLAB EL -- A -_ 1 ■Issued for Comments. - I 1 T/FND WALL.EL. ■Issued for 71 A aoo—I-Apnl 23,2015 ------------- ---------------- --------- -'�- -- -- -- -r-------- 1 15 A ST 1 ■Issued for PB�aovrorel.Junc 28.2015 Q U-2' jl -10, j I 0 Issued for Bds. n Issued for CanstnlcGon. 1'NON-SHRINK I f L sued for Avmoval ol: m° - 33. i e,_G° GROUTTYP ■owner -- -- -- --' 0 1M 2M 3M 4 1'-1 1" TYPICAL BASE PLATE DETAIL SCALE 1'=R0 BASEMENT FLOOR PLAN DRAW NG NDMBER: - 1 2 3 4 6 7 5 9 �_� OFT 5FT LOFT SCALE:1/4"=I''-O' - GRAPHIC SCNE: I/4'a I'-0' _ m uew wDGE ffffGH( e -- - -_- - - - U m U) i M c a d I 0 t�, co Q� Z K� L-3P.5' ® —.. _.—__.. 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EL 32.5 _ — — - - — — -- — — U (� � . — . — . o Z o Z W --,. s o'tLLi � � :s _ Q Opp Q- ZCDh { ' M co III _ ono w < ti 51MP50N EFTA o (o m SECONR FLOOR EL.26.0' FLR TIE ANCHOR SECOND FLOOR EL.26.d . -.. . — _ — . — — — _ u- W� o Z W � — . — . -- I'— 2W W J W 51MP50N LFTA - - _ _ Z � U O F- a' V FLR TIE At ICHOR = N a = m M o 51MP50N TP31 1 5 PSON 51 51 P5 N T4 FLR TIE ANCHOR 5 P CHC P NCH 2 6 2 51 P5 T2 X X 5T P N HOR SIMPSON PHD2-5D53 S P50N H -5 3 51MPSON PHD2-5 S3 R 51MP50N MST27 OLDOWN HOEDOWN I 51MP5ON PHD2-5 53 HOEDOWN ND 32549 HOLDOWN STRAP ANCHOR EirrT I= S► oo FIRST FLOOR EL.!6.0' — FIRST FLOOR EL.I G.d — T — — — — T.O.F. WALL EL.!4.91 T.O.F.WAL�E.14.9 r L — — — — — — — — — — — - - NOTE T.O.F.CHANGE FLOOD ELEVATION EL_I3.O— AS PROVIDED BY SURVEY — — GRADE VARIES I 51A,0 STEEL ANCHOR BOLT5 SIMP50N 55TB 16 AVERAGE GRADE 11.8' — _ � <9 5/8'05TEEL ANCHOR BOLTS (3'HOOK x 12'J BOLT5 AT W-O'O,C.TYP) 41 ANCHOR BOLT as 7ko+ADfD BY 5UKVEY — (3'HOOK x 12'J BOLT5 AT 4'-0'O.C.TYP) 3,_a, ANCHOR O N TB 16 3-0 ANCHOR A CHOR BOLT 16 20' ANCHOR OL D 16 ANCHOR LT BRACE AY TYP BRA ED BAY T fA WINDOW AT EA W11 IDOW O NER CORNER BwsEMENT r STEP FOUNDATIONS A5 REQUIRED I f I Framing Elevation A Framing Elevation B Z I I w Z 0 Ld w z i� W '.. W U Q th U o C) z � F O \r 0 0 ED THE USE OF THESE DRAWINGS(PLANS SCHEDULES,.NOTES,SECTIONS,AND { DETAILS)ARE TO BE LIMITED TO THIS r� SPECIFIC PROJECT UNLESS EXPRESSED v WRITTEN CONSENT IS GIVEN 13Y HARTFOR 4 ASSOCIATES. f REVISIONS NM DA-W commmTS Q JUNE 28"S REVISED FOR APPROVAL OCT. 19,2015 BRACED BAYS ADDED i e Preliminary Not for Construction. 0 Issued for Comments. f e Issued for ZBA approval. April 23,2015 0 Issued for ZBA approval. June 28,2015 Q e Issued for Permit. n Issued for BIdS. DRAWN DE5IGNED13Y: Cl Issued for Construction. MD" n Issued for Approval of: AASNOTED cr+ECKEDBY: e Owner JOB NUMBER: ME NUMBER: 2013.8 0 1M 2M 3M DATE155UED: APKL 23,201 5 1 DRAWING NUMBER: 1 2 3 4 6 7 8 9 0 FT 5 FT 10FT GRAPHIC SCALE: 1/4'=P-0' 4' WIDE FOOT ACCESS EASEMENT TO N/F BENEFIT THE BARNSTABLE LAND TRUST OF/ DAVID GANNON ET AL f REVISIONS: z ASSESSORS MAP 306 No. DATE DESC. P/1ARCEL 199 17,620±S.F. of 0) # /DEED 10795-79 # N/F z BARNSTABLE LAND TRUST, INC. ASSESSORS MAP 324 PARCEL 5 #2 40 44j #3 CIRCO B/ 410 Q) ENDS POND to lL CD#1 04 00 c NC C) P4D X/ ONO%% OF yy/ S _41 rock ADE- CRAIG A. FIELD -------------- DIRfT---- - -/ 1 0 k D6PLEXFENCE Oro I.. I- I No 38039 WATER e BASEMENT tv -k- j,,-` #141 R '0 C,4 / N/ E 74 Ob c EDGE OF DECK U X 'FLOOR=3.1 TOF-9.8 1RR z w 4p C-) FF=10.5 _8.0, fsmvi LA40 4kf F04 /CRAWLSPACE FF=8 BASE=t3.5 SILT (CON�.) 76'* FENC UPL .......... 6' 1,5' PROFESSIONAL LAND SURVEYOR DATE DECKN/ ! 6,7 L 0 COASTAL bQ CD#103 �13 I FND S 74-00,a 7- C NE #6 0" pe, 41P 401js 0) PA 710 "INc. op _J -H go GRASS ♦ -7 0000 4# _7 WG NI- ----- REQUEST 1 4- 1 \7 �13 H�IK AW go PROPOSED 214*, S.F. re J_ F- IN I ___/ /— ," *## DWELLING J_ 1, Vol' #141 10 Q4� 40 U) AN-CREA-SE OVER EXt$:rIN r 7 , -? r, TO AMEN D BRICK. REM-At CO D BULKHEAD NING PAT 60,1 J-7; TOF=1 2.7 EIRI�CK�$ & CONCRETE TO H. YD 37, AN ORDER lop, .7 _7 -"BE REPI-ACED W11 4 r,. Rap z ` 'g-, < LL RS PERyIOUS PAVE�f QLJ OF U_ w S xv, 0 z Ui Xl�7ING,WALL TO_-K. -4 SLATE Y I F ND_ AREA D 1' 1 � I 'Q q- - < 0 CONDITIONS Cn %f REMOVED A U_ AT Z BE RE-GRADE[Y'll, EXISTIN 3 0� k4 34, MM H L-XI�NINU U DE DWELLR PATIO 10� < '* ,M MITIGATION 80 S.F. 0 1 #163 0 Pos-r t I - �4_, Tb BE PLA TED. TOF=11 38 'kJ Q 27 #163 Uj ESTEY AVENUE GRASS % 41f _4 0/ ND PROPOSED TOP OF 0 -5 FOUNDATION 13 40 40 N/F 2 . F-FLOOR 16.0, ANNE RCO I i --- CB/DH 2,5.00, 1 DTP-1 TP-2 PROPOSED 500 GAL 111-20 RS �MA SET ,SESSO 06 tj 19 DRYNELL (TvP) WITI-11- BITIR tW► 7-PARCEL I'd C 19 C 19 C rig E �'OR DRIVE STONE ALL AROPND C) DRIVEWAY R S.F.SILT 7 392± FENCE ED FS 49 UNOFF Wm r L E G E N D to HYANNIS FLOOD ZONE "AE" 13 _*-3 so 50.9 X SPOT ELEVATION 5.000 FLOOD ZONE "VE91 O 15 2 7 C.B. 0 CATCH BASIN CO FLOOD ZONE AE 13 DMH 0 DRAINAGE MANHOLE 000 .. ..... CO 10 S 7.4-00,,30. 1U_ FLOOD ZONE -x- MASSACHUSETTS 10000 70 / $0 SMH (3) SEWER MANHOLE to -0) TMH (D TELEPHONE MANHOLE @ N/F (BARNSTABLE COUNTY WG CHAEL B. GUARCO LP LIGHT POLE C MI Ivy ASSESSORS MAP 306 mi U P L UTILITY POLE LIGHT PARCEL 198 ' U PLT-* UTILITY POLE LIGHT STONE'. 12,268±S.F. AUGUST 6, 2015 & TRANSFORMER SMH LANDING DEED 1483-609 UPT UTILITY POLE / TRANSFORMER & STEPS UP UTILITY POLE —0 OVERHEAD ELECTRIC LINE PC PROPOSED1500 GAL KK o EHH ELECTRIC HANDHOLE C , DMH DRYWELL ('GYP) TO BE GAS METER 0 GMET CONNECTEP TO ROOF DRAINS S /CB —G— GAS LINE *00, I Gv -S GAS GATE .00.v PA WG WATER GATE —w— WATER LINE FLOOD ZONE "VE" 15 S VE/v FLOOD ZONE "VEw 14 PREPARED FOR: (40' S MR. BRIAN GUARCO [zPjGE 0- 500 SALMON BROOK STREET p /V LOCUS INFORMATION GRANBY, CT 06035 GRASS BUILDING COVERAGE CURRENT V$1NER: BRIAN V. & ANNE D. GUARCO -W ow EXISTING COVERAGE 1,123± S.F. WG TITLE REFERENCE: BOOK PAGE EXIST, PROP. 27646 149 FRONT 11.3 aBSC ��� P PROPOSED COVERAGE . 1 ,123± S.F. L SIDE 1.4 17.8 S PLAN REFERENCE:; BOOK PAGE REAR 4.3 16.9 349 Main Street, Unit D 70 43 W. Yarmouth Massachusetts SkIAH COASTAL DUNE,,,/BARRIER BEACH EX. OPEN FRONT PORCH 7.9 1 i 34 27 02673 -100 TEST PIT-i'LOG 0-50 50 0-100 ASSESSORS� MAP: 306 508 778 8919 EXISTING PARCEL: 197 TEST PIT # GROUND ELEV ELEV. TO GLACIAL TILL @ 2015 The BSC Group, Inc. TOTAL DISTURBANCE 1,786 S.F. 833 S.F . 1 10.8 8.6 x, ZONING DIS TRICT. RB BUILDING DISTURBANCE 654 S.F. 469 S.1f 1,123 S.F. 2 11.6 10.3 SETBACKS: FRONT 20' SCALE: 1" = 10, 3 9.6 7.6 SIDE 10' 0 1.25 2.5 5 METM AEPROVED (CON CQM) 4 5.3 4.2 REAR 10' 1,603 S.F* 857 0 5 10 20 FEu TOTAL DIS RBANCE MINIMUM LOT: SIZE: 43,560 S.F. GRASS NEW BUILDING DISTURBANCE 272 S-F. 61 S.F. 333 S.F. - :_ MHW 2.9 2.9 PROJ. MGR.: C. FIELD TOTAL BUILDING DISTURBANCE 888 S.F. 530 !�Ir% 1,418 S.F. FEM A FLOOD ZONE DISTRICT: ZONE "AE" EL 13, FIELD: D. GAZZOLO / J. MOCARTIN COMMUNITY PANEL NUMBER 25001CO568J CALC./DESIGN: K. HEALY PROPOSED DATED JULY 16, 2014 TOTAL DISTURBANCE 1,404 S.F. 1,3 71 F. *MITIGATION REQ. 856± S.F. MITIGITATION PROVIDED 860± S.F. DRAWN: K. HEALY, P. HAGIST TOTAL BUILDING DISTURBANCE 868 S.F. 255 S.If". 1,123 S.F. CHECK: C. FIELD V) 7') (214± S.F. x 4 = 856± S.F.) CHANGE IN EXIST. BLDG. DISTURBANCE *+214 S. —214�_.F• 0 S.F. FILE: 8345-EXC-5.DWG — CHANGE IN APPROVED BLDG. DISTURBANCE -20 S.F. -275 S,F -295 S.F IDWG. NO: 5339-0 __--__ i �X�' e `L II N/F / 0 OF DAVID GANNON ET AL / REVISIONS: ASSESSORS MAP 306 / NO. DATE DESC. `� OG PARCEL 199 /' II 17,620±S.F. ` •'� // / N/F #1 II DEED BOOK 10795, PAGE 79 BARNSTABLE LAND TRUST, INC. ,i ♦I , ^� l ASSESSORS MAP 324 PARCEL 5 /` #2 ♦'o, o / / 4.4j / 1000400 C/Rco .�� #3 .- GJO � J POND �2� �- � .-� FND " a f / to NC' Pq D y l � � � C�i�io A. � 1�!_, / #5 pOE OF WATER I �� \ 1 N , / \ uwo EQv DECK - 4.00'30„ p�E - \ ® // #141 RR #141 R , W —-- - / '`4•/ 04, • 76, 0,y o � F i w T E � 1l, c,�'I UPL f tips CD#103 "o� PROFS SIONAL LAND SURVEYOR ` / DATE / V COASTAL DUNE .41) _ S 7 B #6 4� / N 0) 0. 30,, \ i FND go ito iAJ (10 #141 M 339' ' FOUNDATION w *4100 N 8.O• ♦ / ��.8 I // / I AS - BUILT Zmw � t �/ S 74�00 \ l l JF�II l l dow ♦ E , 0 ♦ Z w CD#102 ♦ pJ 40 �\ / I ,�p;Iy�c.�•P / / m ¢ , N #163 ��Qv J��tv 8 1 I I40 O /l 1 AT er- 0 i / NEW FOUNDATIONLd TOF=14.9 (NAVD 88) vo,�o N I / II / / #163 ESTEY AVENUE o l l CB DH 2 N/F � ��, SET i 500' _ " ' 8.g• BRIAN & ANNE GUARCO / ��''0 I c ASSESSORS MAP 306 / y I N' 334, PARCEL 197 /. BIT h o / .w. IN CD 101 ,� 7,392t S.F. n__ DRIVE o / # ♦ DEED BOOK 27646, PAGE 149 ♦ . I , 1 LEGEND FLOOD ZONE "AE" 13 40 � / HYA N N IS to� 1 ,I 50.9 X SPOT ELEVATION 100 / / o / FLOOD ZONE "VE" 15 go�,- 25,OO' � _ / / \� co to 0000 00 !i S 74 0 , w �.00 / "3 FLOOD ZONE AE 13 / C.B. CATCH BASIN MAS SAC H U S E f TS / DMH 0 DRAINAGE MANHOLE 0,30a � _ '��/✓ / / O FLOOD ZONE "X" / � / SMH 0 SEWER MANHOLE / � °' N/F I / TMH 0 TELEPHONE MANHOLE / CD#100 /" //h MICHAEL B. GUARCO I LP LIGHT POLE (BARNSTABLE COUNTY) ASSESSORS MAP 306 I UPL UTILITY POLE / LIGHT 40 / ' PARCEL 198 i // UPLT UTILITY POLE / LIGHT NOVE B_ _ MER5, 2015 / 12,268fS.F. / / / & TRANSFORMER ♦�-- / DEED BOOK1483, PAGE 609 / / UPT UTILITY POLE / TRANSFORMER Il / / UP UTILITY POLE PAC o� @ / —0 W — OVERHEAD ELECTRIC LINE / �♦ kE- FENCE 0 DMH / o EHH ELECTRIC HANDHOLE / / ♦ / / O GMET GAS METER / / ♦♦ ' S 74.00, „ ' ,/CB —G-- GAS LINE , II♦ EDGE op"P 30 E / / / GAS GATE ♦I 1 '��E�jEN ®® 75 00' r / WG ® WATER GATE Y _ _ W-- WATER LINE / FLOOD ZONE "VE" 15 FLOOD ZONE `VE" 14 v r`"---— —-- -- ` J E / PREPARED FOR: ED E PUe��C� MR. BRIAN GUARCO 500 SALMON BROOK STREET°� p�V ' LOCUS INFORMATION GRANBY GRASS ���MENr / CT 06035 CURRENT OWNER: BRIAN V. & ANNE D. GUARCO _ J / TITLE REFERENCE: BOOK PAGE 27646 149 ffiBSC �O V 349 Main Street Unit D PLAN REFERENCE: BOOK PAGE 70 43 W. Yarmouth Massachusetts 34 27 02673 ASSESSORS MAP: 306 508 778 8919 / O PARCEL: 197 2015 The BSC Group, Inc. r ZONING DISTRICT. RB SETBACKS: FRONT 20' SCALE: lot = 10' SIDE 10 . - 0 1.25 2.5 5 METM REAR 10' / GRASS NOTES: 0 5 10 20 Fw MINIMUM LOT SIZE: 43,560 S.F. / 1. ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD 88 DATUM. FEMA FLOOD PROJ. MGR.: C. FIELD 2. WETLANDS DELINEATED 8/14/12 BY BSC GROUP, INC. ZONE DISTRICT: ZONE "AE" EL 13, FIELD: D. GAZZOLO / J. MaCARTIN COMMUNITY PANEL NUMBER 25001 CO568J CALC./DESIGN: K. HEALY DATED JULY 16, 2014 DRAWN: P. HAGIST CHECK: C. FIELD FILE: 8345-AB.DWG DWG. NO: 5339-4 � SHEET 1 OF 1 '. �` JOB. NO: 4-8345.03