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0886 MAIN STREET (COTUIT)
i I t ' I I' I _ __ Town of Barnstable 11Ci1 y ravrn Post"This Card$o That it is Visible Fromythe Street Approved.Plans Must beRetained on lob and this Card Mustbe Kept MAN& Posted Until'Final Inspection His Been Made � 3"' � � ternllt naat° Where a Certificate,of Occupancy is Requsired,such Building shall Notbe Occupied until a Final Inspection',has been made Permit No. B-19-981 Applicant Name: Nick Lagadinos Approvals Date Issued: 03/26/2019 _ Current Use: Structure . Permit Type: Building-Siding/Windows/Roof/Doors Expiration..bate: 09/26/2019 J: foundation: Location: 886 MAIN STREET(COTUIT),COTUIT Map/Lot 035 087 Zoning District: RF Sheathing: Owner on Record: GARDNER,AMY L TR Contractor Name::- NICHOLAS A LAGADINOS Framing: `,1 l _ �' Coritracfor_License: CS=,012653. Address: 886 MAIN STREET g� _ 2 COTUIT, MA 02635 k A. Est. Project Cost: $3,500.00 Chimney: Description:' New siding.on garage .-Permit Fee: $35.00 - Insulations Project Review Req: Fee Paid $35.00 ; i Date 3/26/2019 Final.: i Plumb rig/Gas t P g Rough Plumbing:1 I' '`;Building Official Final Plumbing; This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siimonths after,issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for.which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures=shall be in compliance with the local zoning by laws and codes: -" Final Gas: This permit shall be displayed in a location clearly visible from access street or road'and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electricals The Certificate of Occupancy will not be issued until all applicable signatures by,the Building end Fire Officials"are`::provided on this.permit. Service; Minimum of Five Call Inspections Required for All Construction Work:a a 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing"Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT /V>ik— Final: 4. Commonwealth of Massachusetts Sheet Metal Permit Date: - �� �, Permit# Estimated Job Cost: $ R►Fee: $ U�j Plans Submitted: YES NO T MAR 1 7P ?Reviewed: YES NO TO RI� Business License # 2�5— ��A i M 21/Y Business Information: Property Owner/Job Location Information: Name: Tavano Mechanical Systems Name: 6Gy6neW Street: 270 Communication Way- Unit 1 B Street: 8(�W- main 54 . c City/Town: Hyannis, MA 02601 City/Town:) I 1 1�' ���✓ Telephone: 508-932-5416 Telephoner J✓v "1 Z(� Zj q Photo I.D. required/Copy of Photo I.D. attached: YES X NO Staff Initial J-1 /M-1-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. l - over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC X Metal Watershed Roofing - Kitchen Exhaust System, Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 11,E S�� �%✓cct ,:.� �� � S J��S-�-cw� �S - INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes 0 No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner x❑ Agent ❑ Signature of Owner or Owner's Agent ' By checking this box Kfy 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 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 Prol?ress Inspections Date Comments Final Inspection Date Comments Type of License: By [Master Title El M aster-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journey person-Restricted License Number. Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval Client#:762395 2TAVANOME ACORDTM CERTIFICATE OF LIABILITY INSURANCE °ATE(MMro°'YYYY) 8/22/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Ag PHONE 508 775-1620 5 973 lyannough Rd, PO Box 1990 E-MAIL Ext` arc No; 087781218 Hyannis,MA 02601 ADDRESS; 508 775.1620 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Safety Indemnity INSURED Tavano Mechanical Systems LLC INSURERS:Associated Employers In 201 Capes Trail INSURER C: West Barnstable,MA 02668 INSURER D: 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. LTR TYPE OF INSURANCE IANSR DOL Sy yp POLICY NUMBER M OLDpY EFF POLICY EXP LIMITS A GENERAL LIABILITY BMA0024003 8/14/2016 08/1412017 EACH �OCCURRENCE $1 OOO OOO X COMMERCIAL GENERAL LIABILITY PREMISES Ea occu rence $5OO ODD CLAIMS-MADE OCCUR MED EXP(Any one person) $1 O 000 X PD Ded:500 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 POLICY 7 PRO- " JECT 7 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident _ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS S NON-OWNED PeOPEclden RDAMAGE $ HIRED AUTO AUTOS UMBRELLA LM OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCCSDDSD149582016A D8/14/2016 08/14/201 X TO STATU- oTH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $500,000 OFFICEWMEMBER EXCLUDED? � N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 DESC describe under RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N 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 Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S175434/M175412 CBD The Commonwealth ofMassach. usetts Department of lndustrid Accidents Office of Investigation 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation h suranee Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le U) Name(Busi esdorgenizarionandividua0:. Tavano Mechanical Systems Address: 270 Communication Way-Unit 1 B City/State/Zip: Hyannis, MA 02601 Phone.#: 508-932-5416 Are you an employer?Check the appropriate bor. -Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time)_* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' . 9. ❑Budding addition [No workers'comp.insurance cow' '2 t 0. Electrical-repairs ar additions required.] 5. ❑ We are a corporation and its ❑ 3.❑ I am a homeowner doing all work officers have exercised thew l I.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MG-L 12. Roof airs t c.152,§1(4),and we have no - ❑ insurance required.] - employees.[No workers' 13.Q Other comp.insurance required] 'Any applicant that cheeks box#1 must also fin out the section below showing tho4 workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing an work and then hies 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- o cctois aid state whether or not those entities have employees. if the sub-contractors have employees,they must provide their wmi='comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is thepolicy and job site information. Insurance Company Name: A.I.M. Policy#or Self-ins.Lic.# WCC-50050149582016A Expiration Date: 08/14/2017 Job Site Address: f,oQAI n S }.• City/Staterzip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Faihue.tb secure coverage as required under Section 25A of M_ GL c. 152 can lead to the imposition of criminal penalties of a line 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$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains-andpenalties ofperjury that the information provided above is true and correct: Simature Date: Phone# Official use only. Do not write in this area,tb be rnynpleted.by city or town off w!aL , City or.Town: Permit/License# -Issuing.Authority(circle one): 1.Board of Health 2.Banding.Pepartment 3.City/Town Clerk 4.Electrical Inspector S.-Plumbing Inspector { 6.Other i Contact Person: Phone#: . 1 1 tHE Town of Barnstable Regulatory Services aces Thomas F.Geiler,Director 1639 •� Buiiding DiVis1.04 Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and-Sign This Section If Using A Builder I, as Owner of the subject ro ert9 J P p hereby authorize to act on my behalf, in all matters relative to work authorized by this.building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. fools are not to be filled before fence is installed and pools are not to be: utilized until all final-inspections are performed and accepted. Signature of Owner Signature of Applicant- Print Name Punt Name Date Q:FORMS:OWNERPERMISSIONPOOLS TAVA Heating & Cooling RODNEY TAVANO•PA1 CAPES TRAU.. 32.5416 • ��eARNSTAeLE M►a�88 (508)9 rodtavano@yahoo.com � . . ♦ . aJu1�1 S4, , 7S3UES TWIM LLt)WtNG LiC:iPf5 A ' kg >, �St �iJNl � 7' Q v f � t "E k T. vir r A APT.'$ E tiny► M ; 3449 f� � ��f28i�017 9Z52 I' Y� si��E�si� �►�,w�R�� ;5: � y ISSUES c�.�■r�O�i�iii� "W ► . ' i M. AAi�tG 14tEl $iC�kL. YST11ItS F A 1 Wk a�aar�iu�Ta�L ws. M.tiC t 9#�ft1 ' TOWN OF•BARNSTABLE BUILDING PERMIT APPLICATION Map- Parcel 0917 Application Health Division E30LDING ®EPT Date Issued' L-7 Conservation Division I JUN O O 2016 Application`Fee Planning Dept. r�WN OF BARS Permit Fee 1 3 95•D Date Definitive Plan Approved by Planning Board STABLE Historic - OKH _Preservation/ Hyannis EMAZL, Srn9T Project Street Address fdP4 SAL-/d $r Village it //�� Owner X14_ 'f C7 Address ?. Telephone Permit Request / A®L�'/G Square feet: 1 st floor: existingo/ o proposed 2nd floor: existing/proposed 4T Total new Zoning District / Flood Plain Groundwater Overlay Project Valuation U'01)Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family @� Two Family ❑ Multi-Family (# units) Age of Existing Structure 406 �� Historic House: I(Yes ❑ No On Old King's Highway: ❑Yes 206 Basement Type: M'Full W Crawl YWalkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 66f i'el• for. Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 44 existing _new Total Room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑Other Central Air: AYes ❑ No Fireplaces: Existing 2-, New Existing wood/coal stove: ❑Yes 4No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Z Telephone Numberv-— Address �3�p 2-aa License # CS —(6'® Z ear A.4f Home Improvement Contractor# Email %�• ��' 7• � o Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO o � A Y SIGNATURE �--- DATE t FOR OFFICIAL USE ONLY a' t APPLICATION # s DATE ISSUED MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ti ASSOCIATION PLAN NO. I Town of Bamstable Growth Management Department Barnstable Hiis toAcal Commission �m�vbv.towel-t�mstalne.nsr°s.u� €orica4cm:�m�ssion _ __;^--: •-;, -_ . . __,. NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application `s' ��, ' ��� []Full Demotion Partial Demolition Building Address: �� �'`✓ � � Number street Assessor's Map# V!K Assessor's Parcel# OJ;7 Village �7 ZIP �^ Property Owner: !" �� J 12 �/®3 7-54l- Name Phone# Property Owner Mailing Address(if different than building address) Property Owner e-mail address: Contractor/Agent: . G/� Contractor/Agent Mailing Address: �� � ��`�✓ � •-� Contractor/Agent Contact Name and Phone#: ��2 .f�/� / ����dti 6 7MI Name Phone# Contractor/Agent Contact e-mail address: s � �7�=✓ Detail of Demolition Proposed: A46 G 1�E GZ/'-'l..C,4_; 1 A-ty fac,--A 1Z4-;W2 Jr 1•L—.��acd� � G1sd/.s �cl 6��72 is�//��i.�l.�/'° �a�z9 � � c=✓�d"�' � �' ` f f 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: l/ � Additions Year Built: Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No ® Yes REVIEWED P perty Owner Agent Signature FEB 2 6 2016 Town of Barnstable Historical Commission May,2014 . Town of Barnstable Geographic Information System January 26,2016 OW 020016 040'8�] 035039 035038 0��5 #26 ,/� 5 #45'� #29 035105 '�" 035036 �— #780 035072 020018 #7 % 035068 0351066 #85 020021 #25 035041 #785 0 #64 #47 �� 035035 035042 r #775 s 035069 020019 #gy tEs 1W#88 035103 #804 020020 4#40 035043 035066 #801 035071002 +• #58ss 020#0 1r {10#811 #78� #60 035067d 035�071001 '#724 0#506 05033 035�5 'OA #809 035070 3 0 0 �#24 0350344W#23 B� #820 #31 035044 01 U35062 035063 03503 #64 2 #825 020029 _ 020027 #71 035060 035061 #18#57' 028 s#41 035045 g 05073 #40 #301 3 0 ® % #51 #56 " 035075 020030 0 ® �035046 #i42 035074 #65 035028 #48 035059061 #15 0 o #55 035059002 #84.500 _ 020032 0 441 �#387 #853� _ 035076 m # 020033 020036 #4 03505T 035058 #854 4 035078 #22'0 #20' 035026 035027 104 03SD48 #,861 #867 #878 020035 u T#.16 #33 Is 035056 Ck 035077 020034 #14 05097 036025 035049 #865 035055 #868 035081 `#24 #3J #23 #18 #871 #880' 020039 035020 O 35W821a035022 �035024 0 035051 020038 020037 #889' #134 #122 #108 #94 # #� r� 035052 036087, OWita. 035023 #20 #8w 035086 #6 � #2D tom, 035082 035098 0350851 #884 020040 5A� 'n 0 5013 #905 035091 #876 ° 020086 rA 035015 • #141 020041 /1 p 035017 1#61 #33 035099 #904 020072 9F1 `# ter,� 4 0 019 #87 �#911 035090 #882 ® # 035012C #910 #135A020073 #105 035016 035014 #925 = 035092 #13 B #1301 A® 035018 #71 #45 #916 ` 30 A 020083 020074 #95 035101 036089 #116 035011 e #33 # #37 �125 #941 020081 A 035093 020126'r 116, 4 035004 #932 #14y' "035003 #cog 035005 035010 #90 #957 0200761 #46 035006*035007 035094 #105 "#36 #24 035009 #944 020077 • #965>� 035095 #.3513 020075 �035008 ® #960 W# 000 0 036001 a #975j °` 03#5002 •r#43 034029 035�096 o� #904 034022. 968 034028 # 034030 # a3 #71® #0 034027 #876 #903 78 019144 �. U16 . #995, 034031 034033 #124 019076 034021 #988 019017 i #980 1 et #59 034023 03aas1 `034034 #1019 #1000 #990 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:035 Parcel:087 Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:GARDNER AMY L TR Total Assessed Value:$611500 1°=100'may not meet established map accuracy standards. The parcel lines on this map , :.. are only graphic representations of Assessors tax parcels. They are not true property Co-Owner:AMY L GARDNER LIVING TRUST Acreage:0.45 acres Abutters "t boundaries and do not represent accurate relationships to physical features on the map Location:886 MAIN STREET(COTU IT) such as building locations. ,�'.•. Buffer THE FOLLOWING . , IS/ARE THE BEST IMAGES FROM. POOR QUALITY ORIGINAL (S) M -A- DATA '-.SSA=- SETTS ElSTORICP.L CCKMISSIO:i 03 5 +3 EO=Z,S10:f STY.YET., -BOSTO!" is; 02i16 . ze a3 ova'.BArnstable (Cotuit Port) _Q d a�- _ 886 Main St. ddress s�oric Fame Irving Phinney' House 'rE_n,i� Ica Y f* e.L' t `i i? °� a ¢ .• ' �i . . .- <f y ....'.'.---..+ ;,lid`''e"^^-.,.. "y � •w' ~a���Y fi, Far , Use: Present dwelling. same {� �•+,n.i°`�,.#u.�,��'4**"+yy$`}1i��t�r'r`Ls k F r '�►���t"! La�.S�J}'� <,�.1 4 D r ate ,c1860-70 b=�-••yb$.�e��"`,:��''•..`'x��'i. '�x+7h .y,� y ,.riz�,s':�}����,,��` �� „�i,{ r�n5. Source Santuit/Cotuit Historical Society Show property's location in re lat-ioa Style Mansard -to near:st cross streets and/or geographical features. Indicate Arctitect unknown all 'buildings between ir.:entpsied preperty.and nearest intersection. E. _rior wall fabric. shingle - Indicate north: Outbcildings garage IN1 1*.ajor alterL_ces, (::ins Cates). none, q loved no Date n/a 0 Approx. acreate .45 . 35/087 Recorded by Harriet Ropes Cabot' Setting residential village area Organization Barnstable Historical Comm. C V�% v&i b`l Date June 1.786 Photo -4119=19-CTB83 (Staple additional sheets here) ' . � ,..�,� .. _ '::�._.� '-sue.. ,.....a-----:'-�-r•••;tii:_..ie-r...-s--.-.ns-.a<,-�� - �..-�...-.,. .,—. - i i tPEHiicy r-'. SIGH:iMNCE (De_scribe arciiitectu zj features an e L=t of other builci*1gs wit:�in the This 12 story mansard"cottage with..bellcast roof is :a well understood example of the style locally, and' -is probably a relatively early example (pre-1880). It exhibits the typical features of dormers, bay windows and verandahs. t:ISiL CST SI�".dIFIGA t:,c role 64mers played' -i lc.czl Cr state h-r:o1;: a.. how t::,e b"i.`.i d.:-ng relates to t..e, "' C- Li:e C' ^_.t1=�•, Irving Phinney was noted as a capable painter of houses and did first class spatter work. He also had oyster beds and an oyster shack at Popponesset Bay,. .: In 1889, the Union- P.eligious Society formed at Cotuit Port, and elected Irving B. Phinney to its managing committee .along with John Fish, Alonzo Phinney, Hiram Crocker, B.M. Dottridge and R. Sturgis. x, i (P.'..im C- ,pLL�11C t-0,12 c'_?3r'Lor, L to_c::l. Barnstable County Atlases. 1880; 1907. j 1 lea, - 7/c y� s ( f J L J 'is . r 4 � SA op •ter. . t _ a ti 1 L !t. L... 4 1•� I .. .M,i•.s r r wX;I ti 1 I - t ,e r. r ' f a will Fla Ihh, a- • x ����� � al� `� -'�►� \! .. Lie• �- ,"�;.= � �1,; f t gig nrv- 2 21 Ila lww 14 ju � y���'•^`x ,� „�. a.a..— ti,�' ,i.-;�!.t� � �S� -•x i Ala `j�� \ r- T � I. ^t a � � w+Cayes qr .. t f 1rS - s •.�. .-.� `z'^ _�,z}:�'M'.�...s -'l�lr.y�p.''IO'Lr„�' - "P .. y+rr'; all _ Y yy r 1wp --fit J .�• - _ .. JU Ilk I + A ' •..... � !�j�-t• .eb�j�tI 3^W l,C`C t�' Fxt Ys''�,ej�' �� r �. '� �. '" a s �a�'J .F�n � :,�. - ` `� - _.r..�'i7 -��' ��141�b!� - - _ ��"`A _-c_'?4•• - �.... _ t yy t 241e:Ea?ttet'_ 150623-0 UiY1tG1STERED LAND r"teEAi3tet': KILROY &WARREN,P.C. e4,€F a` rgr 16877 'g8 .t 279 Lender: plait gop], .110 flilg.' 66 f£4iF A. avaxt�r: ELLEN BARNABY,ET ALS REGISTERED LA:NII: Date: 6/26/201.5 co-li€c ale fit,T w Assessor's Aelo 35 8[A-: Lot 87 Calsaxs $'a raer LOT B i00.0 7&00- iz; y 2 STY :.. . Q t .R j of IQ k tm i/(��A op ig' SF 100.93" t C RHF'IC4TION , I CERTIFY TO T14E ABOVE ATTORNEY,BANK,AND THEIR TITLE INSURANCE COMPANY THAT'i HE 41AAaitBUILDING.rOUINDATION OR DWELLING NY-AS IN COMPLIANCE WITH THE LOCAL ZONING BYLAWS LEI EFFECT WHEN CONSTRUCTED(WITH RESPECT TO. STRUCTURAL SETBACK REQL'IRENIENTS ONLY)OR IS EXEMPT FROM tiIOLA17ON ENFORCEMENT ACT104N iRVDER MASS.GENERAL LAW TfTLE W1,CHAPTER 40A,S1EC; ION?. FLOOD DETERMINATION The Commorr.?vealth o,f 1 F assachusetts Dep trrfferrt of Industrial Accidews O,ffir-e of f.£mwtigat orrs 600 Washington Street ttwnt massgovIdia Workers' Cumpensatian Insurance Affidavit$mldersiContractursiEIectricians/Plumbers Applicant Infai.-ation Please Print Legib Name(S,,e�rP�'lprganQaiaonlLd�izLal} Address: 476 K 20 CItYjSt"te(Z1p= Phone Are u an employer?Check the appropriate box: Type of project(require I am a employer urthto 4. ❑I am a general contractor and I d_ New Constructionemployees(Tull and/or part-time)-* have hirett the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet: 7. teuaodel ng ship and Have no employees. These sub-contractors have g. ❑Demolition wod ing for me itt any capacity employees and hate wodcers' . [No orlcros'comp.insurance comp.insurance.t g- ❑Building addition.❑r required j 5. ❑ We are a corporation and its 10:❑Electrical repairs or additions 3.❑ I am.a ltomeoumer doing all work officers have exercised their 11.0 Flumbingrepairs or additions myself o workers' fight of exemption per MGL � �F- 12_❑Roafrepairs insurance required..]i c.152,§1(4X and we have no employees.[No workers' 13.❑Other comp.insurance required.],! 'tkay app5c=ttMt checkstwx Pl most also fill out the section belowshmsing their vankeie compensation policy information. HameDwners who submit this affidavu indicating they axe doing Z vat sad d=Mm outside contractors nand mbnnt a new aff2da4it iMhc=n.-Md fCantritaorsthat ehect Us boat must attached anadditional sheet shouingthenaneof the sub-cant ictm.aad statewhether or nut Those m ideshave employees.I€the sub-canhactneshave emplofers,theyrmnstpmtvide their worker'tamp.policy number- lain are arrtplul�rr tltat ispra�ztiirig markers'canipertsateart irtsuraace f or my*enrploi�es. $etaav is tltepalicy arrd jab site ircformadolLi Insurance Company Name: aX1(/_)PA✓P Policy,4,L or Self-ins-Lic-;� ���!r' i' ��� Expiration Date: 711 t Ao Job Site Address. ,/t.1,*A City/Statel tsp: 4�K AO o� Attach a copy of the workers'compensationpolicy dedlaration page(showing the policy number and expiration date). Failure to secure,coverage as required under Section 25A of MGL c M can lead to the imposition of criminal penalties of a fine up to$1,500:UQ andror one-year imprisonment,as well as civil pe Aties.in the form of a STOPWORK ORDERand.a isle of up to$250-00 a day against the-violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIAL.for insurance-coverage verification. l d'o Hereby cerlc,g r the andperiahies rafgerjuly.thatthe irgforalafrnrr prm-i&f abore.is bare and carrect' Sitmature: Date: u fI` Y PhanE;fk Slog Official erne anly. Do not ivrike in this-area,to be campleta by city artown o f j�czat City or Town,: PermitUcense# Issuing Antharity(cn-de one): 1.Board of Health 3°Budding Department 3.Cl fyll'own Clerk 4.Electrical Inspector 5.Mu tubing Inspector 6.Other Contact Person: Phone it: liformatian and hnstructiaas Massachusetts General Laws chapter 152 regoaes all employers to provide workers'compensation for their employees. pmruautto this statute,an employee is defined as."-.every person in the service of another under any contract of hie, express or implied,oral or " An errcplayEr is defined as"an individual,partnership,association,corporation or oilier legal entry,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 trwtee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than tbree apartments and who resides therein,or the occupant of the - dwelIing house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grormds or building appurtenant thereto shall not because of sack employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buff nQ the commonwealth for ally applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152,§2SC(7)states`Neither the commonwealth nor nay of its political subdivisions shall enter into any contract for the performance 0f public work u7t7I ancep tab 15.evidence of compliance with the in s r 2 ce. recp irements of this chapter have Been presented to the contracting a olhozifyf Applicants ` PIease 01 out the workers'compensation affidavit completely,by checI the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), addresses)and phone manber(s) along with their certificates)of iri cn ra n ce. Linsited Liability Comp auies(LLC)or Limited LiabRity Pm taDiships(LLP)with no employees other than the members or partners,are not regret ed to carry workers'compensation insurance. If an LLC or LLP does have employees,apolicy is required. Be advised that this affidaytmaybe snbmitfed to the Drpa-tment of Industrial ce coverage. Also be sure to and date{-he affidavit The affidavit should Accidents for confnmafzon ofm�nsign e este not the D ailment of the application fur the errnit or license is being � ep be retuned to the city or town that app p g� Ldus trial Accidents. Should you have any questions regarding the law or if you are reqniied to obtain a workers' e ent at the number listed below. Self-insured co antes should enter their policy; lease call the D arhn mP compensation p cy,P P - s elf-ij cr,ran co license number on the appropriate line. City or Town Officials t ete and rirded.le . The De arlm.enthas provided a space at the bottom Please be sot a that the affidavit is compl p gibly. p 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 f of in the permit/license number which will be used as a reference number. In.addition,an applicant that must sabmt multiple permiVhcense applications many given year,need only submit one affidavit indicating current policy information Cif necessary)and under"Job Site Address"tie applicant should it "all locaticns m (cry'or town)-"A copy of&affidavit that has been officially stamped or marked bythe city or towi may+be provided to the applicant as proof that a valid affidavit is on file for fuime 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 dated to any business or commercial venture (ire. a dog license or permit to bun leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Departm.enfs address,telephone and fax number. -Tht f�G.mMantDan of Maw chuszf-,tts ' •�, Depad=nt GflactmtdakAccxdenl-, , Ce of jlt.vesfigatio- ��r�n,I�fA f1�111 TeL 4 617 727-49QO ext 406 or 1-977- F, Fax 9 617` 27-7749 Pevised4-24-D7 w w mass-ga-TIdia A WC Guide to Wood Construction lniHigh fivind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust)............................................***....... ...................... ....110 mph h WindExposure Category.................................................. ............ ......I——................... B 1.2 APPLICABILITY Number of Stores ... ........... ........ ............(Fig 2)..........I..................I................... stories 5 2 stories RoofPitch ............ .....................................(Fig 2) ........................................... 5 12:12 Mean Roof Height BuildingWidth,W.............. ...... .t................... .......(Fig 2).................._.............................. ft .5 33' ..............................................................(Fig 3)................................................ ft :5 80' BuildingLength,L .............................................................(Fig 3)................................................. ft#S 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)......... ....... ........... *....*.......... ....._5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig.4)................ .......... :5 6'8' 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2)................................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete;........* Concrete-Masonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION',' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an altemative in concrete only Bolt Spacing—general..........................................(Table 4)............................................... in. Bolt Spacing from endrjoint of plate *.............................(Fig 5)..................................... in.:5 6"—12" Bolt Embedment—concrete.........................................(Fig 5)........: ..'. . — .......... ........................... in.�!7" Bolt Embedment—masonry.......................................�.(Fig 5)............:.................:.....:....... in.a 15" PlateWasher...............................................................(Fig 5)..................!...........I................ 3"x Xx V4" 3.1 FLOORS Floor framing member spans checked ................................(per 7W CMR Chapter 55)..................................... Maximum Floor Opening Dimension............*........(Fig 6)............................—fts 12'or L/2 or.W/2 Full Height Wall Studs at Floor Openings less than 2'fromExterior Wall(Fig 6)......... .... ....................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft 5d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft 5d FloorBracing at Endwalls............................:::....,................(Fig 9)...................................................................... Floor Sheathing Type ............................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness................................. ..............(per 780 CMR Chapter 55)..'...............1....... in. Floor Sheathing Fastening......t.I............... ....... ........ (Table 2).._d nails at—in edge in field" 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)............................_ft's 1.0., Non-Loadbearing walls......11..........................I.............(Fig 10 and Table 5)........................... ft :5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._ :5 in. 24"o.c. Wall Story Offsets .....................I...................... ........(Figs 7&8)........................................... ft :5d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls......................................................(Table 5)............I.................2k ft—in. Non-Loadbearing walls................................................(Table 5).................... . Gable End Wall Bracing' Full Height Endwall Studs...................................... ......(Fig 10)........ WSP Attic Floor Length...............................................(Fig 11)..... ft 2!W/3 Gypsum Ceiling Length(if WSP not used).:.................(Fig 11).................... —ft a 0,9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig I 1)._......... ............. ........ Double Top Plate Splice,Length ................................................ ......................... (Fig 13 and Table 6)..............,..................._.. ft Splice Connection(no.of 16d common nails)..............(Table 6)................ .............................. AWC Guide to Wood Construction:in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of endnatled 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections —' Lateral(no.of endnaled 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................._ft in.s 11' _ Sill Plate Spans ........................................................(Table 9).................................. ft__in.511' _ Full Height Studs (no.of studs)...................................(Table 9).............................................. ..... _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................._ft—In.s 12' _ SillPlate Spans...........................................................(Table 9).................................._ft_in.5 12' _ Full Height Studs(no.of studs)....................................(Table 9)...........I........,..................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° —' Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... 5 6'8" _ SheathingType..............................................(note 4)...................................................... _ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................_in. _— Field Nail Spacing..........................................(Table 10)................................................. in. _ Shear Connection(no.of 16d common nails)(Table 10)............. .. ....................... .................._ _ Percent Full-Height Sheathing.......................(Table 10).................................................... % _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............_.. ... Maximum Building Dimension,L Nominal Height of Tallest Opening2......................................................................... 5 6'8" Sheathing Type................... _ —...........................(note 4)......................................:............... Edge Nall Spacing.........................................(Table 11 or note 4 If less)........................—in. _ Field Nail Spacing..........................................(Table 11)................................................. In. _ Shear Connection(no.of 16d common nails)(Table 11)........................................................ _ Percent Full-Height Sheathing.......................(Table 11)...................................................._° Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....,.. .......... - Ratedfor Wind Speed?.............................................................. ........................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ...................................................(Figure 19).............. ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 12)............................................U=_pif — Lateral.............................................(fable 12)........................................... L=_plf Shear...............................................(Table 12)...........................................I S=_ plf Ridge Strap Connections,If collar ties not used per page 21..... (Table 13)..............................T=_plf _ Gable Rake Outlooker.........................................(Figure 20) —ft 5 smaller of 2'or U2 ......... .............. Truss or Rafter Connections at Non-Loadbearing Walls '— Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14)...............................A.......L=—lb. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. _ RoofSheathing Thickness..............................................................:......I..........I........_in.a 7/16"WSP _ Roof Sheathing Fastening...........................................(Table 2)........................................... Notes: ...............— 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist Is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in,nominal thickness.pressure treated#2-grade. AWC Guide to {Food Construction in High Wind Areas:'110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 53ot.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs, ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment f; t I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' _WHEN THIS EDGE FiEM ON FitA ING 618E 8d NAIS AT fib -- 11 11 1 11 11 1 11 a IL 1 u 14 11 11 11 t 11 11 11 11 1► 1 11 11 1 11 11 11 r 1 ~ tl t 1 ''[[ 11 I L � r • I S 11 11 4 1-/ r•F- 1 li V 11 a r d 1 Il2 11 t 1a- 1 11 • 11 0 ,� Ir 41 .1 IJ .1 II W ii 11 g 1 It d 11 tL Q r Ik it Ir 111 1 d _V 11 11 11 1 • � la f 11 11 11 1 fl - 11 Itl DOUB1.EOD GE ------ MAIL SPACWG , 1 PANEL _.. v t. See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment r °pry Town of Barnstable o� Regulatory Services ! RAZZI37233rr, f - m BIIilding Division TomPerrp,Emldmg Commissioner 200 Mom Soiree HymmajLs6 MA 02601 www towmbarnstable--us Office: 508-862-4038 Fi: 508-790-6230 Property Owner Must Complete and Sign Tbis Section If Us ing A Builder as Owner of the sub'ect ro J P PEXL7 he�I�y azrtb orsze /oc—jLs?Z. ��0777 to act on ng bebal- in all mattes Mhti7d to work 2-Trhoiized bytbis bMIC i P=3k aPPIication for. . (Address of Job) Pool fences and alarms are the respo- I liiyof tbe applicant.Pools are not to be filed or teed befofe fence is in and all final inspections.are pedo=med and-accepted. S• o ` ignatIIre of Applicant do C7229t Pt a� Priut Name Date . �Fo>�s:ow��an�srorgoors . 'dawn of Barnstable Regulatory Services Richard V.ScaA Director , BudIdmg Division E .~' F Tam Perry,Juju g Commiceinner pcb `a� 200 Mum.Sfr=t gyms,MA 02601 prE wwr town.ba„dmblema us Office_ 508-,862-4038 - Fag: 508-790-6Z30 E[DIMWNER r rr-rxM EXEIEFMI1 . -PlcxscPrint JOB L sixsctc nnmbcc "HOI�lED�JI�R: - h—phone# wo�cpbonc#r CQpj=.MATT Th7G ADDRESS: _ cifyltaprn aP°DC The erm ent exemption for"�omeowners"was extended fD mclme owner-0ccRRied awe ' of six units or less and to allow homeowners to engage an mdividnal for Ur-who does notpossess a license,provided tbatthc owner ads as suneryisor_ DXFR;TrtoN OF B:OMEOWNM "c tb.=- or is mteadPd to be,a one or two- an s who owns a arcel of land on which.he/she resides or intends to reside,an w1n h is, -P ers ( ) P accessory to such use andlor farm'str+Jdin�s. A person who'contra s more than one family dweIlmg, af�cbed or detached strnctm-es ry ' b.oma in a two-year period shall oat be considrsed,abnmeawner: Such`$omeownez",shallsabm'tto the B mIdmg Official on a h= acceptable to the Bm-ldmg Official,thathdsha shall be resyansibID for an W�perfurmed under�ebmZdine uezmit (Sefton 109.L 1) The undersigned`.�orneownez"a� �s responsMit y for compliance wiflitbe State Bruildmg Code and o-ff=applicable codes, bylaws,rnTPe and regaL-i i=- - Tbz uadmMigned`homeowner"certifies thathelshe ULeatands tlia Towa of Barn stable;Building Department=dnionna inspeCtim procedures and regoaemenfsand.thathclsbe will complywdi Said procedures End rmP:ir `uts. ' Sigaatnre ofSnmco�nrr - . Apppro�l 0fBm7dmg Official • Note_ Th=famfly dvmMngs cunt iia g 35,000 cubic feet or larger wMbe rogake3to comply with t3j-,State Builriing Code Section 127.0 Canstractnn C &CL $on�o�r�s parr The Code stairs that: 'Any homeowner performing work for which a bux permit is required shall be exempt from the grovisioas of this section(Section I09_1_I-Licensing of constrac ion Su p.ervisors);provided that if the homeownex engages a persons)for Xiire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use$its exemption are unaware.that they are assummg the respoasibtTrt im of a supervisor Csea nles&Re tions for Licensing Construction Supervisors,Section 2.I5) This lack of awareness oftem A .. - PPendiz Q,R1� results in serious problems,particularly when the homes pvaer hires Unlicensed persons. In tIvs rase,our Board cannot Pro against the unlicensed personas if would w h a ficeased SuperYisor_ The homeowner acting as Supervisor is ultimately responsible To ensure$at ffie homeowner is fRIIp aware of bislhcr'respoasibr7Nies,many communities reqmire,as part of the permit application,that the homeowner certify that helshe understands the responss7buTrfi"es of a Supervisor. Oa the last gage of this issue is a form_carrentig ufsed by.several towns. Yon may care t amend and adopt such a forsnlceon for use in your commumity. Revised 061313 10/28/2014 Map Town of Barnstable Geographic Information System New Search I Home I Help I ee Parcel Viewer11�mCustom Map Abutters Map Size Zoom Out®®®®O■,®®In yr ■.r `/ �N I ® ==3PG Map: 035 Parcel: 087 Propel rR. ry 0d38887. Location: 886 MAIN STREET(COTUIT) Info 035055 ..... .. N87r 035078 Owner. BARNABY,JANE I #878' 035082 Location Information 0884 Map It Parcel 035087 Location 886 MAIN STREET(COTUIT) •:.- Acreage 0.45 acres most CU rre:nt OW n 2r ���� Mailing Address BARNABY,JANE I P O BOX 188 035087 COTUIT,MA 02635 tr sae Appraised Value(FY 2014) 035054 035088 020 Extra Features $39,700 p8 out Buildings $10,600 Land $412,900 Buildings $165,300 0 0 58 07 865 Total Appraised $628,500 Hp O _ y °cy� Assessed lfalue(FY 2014) QR Extra Features $39,700 035098 035001 out Buildings $10,600 99D5 035090 >veoa Land $412,900 77 to Buildings $165,300 5os9 Total Assessed $628,500 _ Construction Detail t Set Scale 1" = Ce 77 rial Photos � MAP DISCLAIMER Copyright 2005-2010 T wn of Barnstable,MA All rights reserved.Send questions or comments to GIs Bams[ableMA v1.2.5122[Production) . r http://maps.townofbarnstable.us/arcims/appgeoapp/map.aspx?propertylD=035087&mapparback=035087 1/1 A C.Guide to Food Construction in High Wind Areas: 11'0 Ynph' Wd Z0i1e Massachusetts Checklist for Co l ace(78a CMR 5301.2.1.1)1 bbG AN �9 i f�i�C TLAT 1 NIA Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust). ........... .... ............................. ..................11.0 mph WindExposure Category.........................6....................................... .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12.slope shall be considered a story) 2 stories <_2 stories ✓ Roof Pitch (Fig 2).. C •IL512:12 v Mean Roof Height ..................... :........ (Fig 2)... ft <_33" -1�- Building Width,W ...(Fig 3).............................:.................. .1.(&ft 580' _ Building Length, L ... (Fig 3)....................................... ft.<-80, v Building Aspect Ratio(UW) 2 (Fig 4).. . v <3.1 -L 0 .......(Fig 4).. Nominal Heigtifof�Tallest'Opening. ......... .:.:....: ..,.. ......... ..._......... 1.3 FRAMING CONNECTIONS General.compliance with framing connections....................(Table 2)........................ E ............. 2..1. FOUNDATION Foundation Walls meeting.requirements of 780 CMR 5404.1 Concrete e................................. y ConcreteMasonry .......... .. . ..... . ..... .......... ........... .... ............ 2.2 ANCHORAGE.TO FOUNDATION'.3 - 5/8s Anchor Bolts imbedded or 5187 Proprietary Mechanical Anchors as an aftsmative in concrete only. Bolt Spacing-general...........................................(Table 4) .............................................. _% in. Bolt$pacing from endlointof plate (Fig 5)....... in.<_.W-12" Tj„G Bolt Embedment-concrete (Fig 5).. in:>_7" Bolt Embedment masonry ( g ).. N � 5 m._15" Plate Washer. ....... ...(Fig 5)... ........:V,4 ..x!r >'3"x 3"x 1AA ......... JG 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR.Chapter 55 v Maximum Floor Opening Dimension ......... ......... .... (Fig:6)......................................... ft 512' Full Height Wall Studs at,Floor Openings.less than 2'from.Exterior Wall(Fig 6)..... ......_. __ Mawmum Floor Joist Setbacks " Supporting Loadbearing Walls.or Shearwall............... (Fig 7).. ft <d Maximum Cantilevered.Floor Joists Supporting Loadbearing Walls.or Shearwall.... .........(Fig 8).................................................... ft :5 d NA Floor Bracing at Endwalls................................................ ....(Fig 9.). ... .......... ... v Floor Sheathing Type ........................................................(per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CMR Chapter 55 ........... (p ap ),.....:. ...... &m.. Floor Sheathing Fastening .........(Table 2)..-Ld nails at,min edge!�4-infield 4.1 WALLS Wall Height Loadbearing walls....................................w...................(Fig 10 and Table 5)..... ft`510, V Non-Loadbearing walls (Fig 10 and Table 5) ft 5 20' Wall Stud Spacing ........................................................(Fig 10'and Table 5) ................ (1�in -.ft o.c. Wall Story Offsets ......... .. ......... ...... ..(Figs 7&8)......................................... .A.ft S d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls..................... ... ....................(Table 5) ........ .2x-�-_$ft in. Non-Loadbearing walls.................................................(Table 5) ............................2x ft, in. _(� Gable End Wall Bracing' Full Height Endwall Studs..................... (Fig f 0)........................................... .. ...... .............. WSP Attic Floor Length ..... ... (Fig 11) ............. ft 2:W/3 Gypsum.Ceiling Length(f WSP not used) ...... .....(Fig 11) ..... —ft>0 9W -1� and 2 x 4 Continuous Lateral Brace® 6 ft.o.c...(Fig 11)............................................................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x.4 blocking 0 4.ft.spacing in end joist or truss bays Double Top Plate Splice Length. ........................................................(Fig 1.3 and Table 6) .... ft. ... .—� Splice Connection(no.of 16d common nails):.............(Table e)....................................... ............... �. A WCGuide to Wood Copist;,utc9iou bi High Mind Areas.CIO mph WhzdZom assac iuse is Checklist for Comphc (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails):... ................... .(Tables 7). ............... 2 Nan-Loadbearing:Wall Connections Lateral(no.of 16d.common nails) ..... ....... .........(Table 8) ........ ..... ............... 2 Load Bearing Wall Openings(record largest opening.but check all,openings for compliance to Table 9) Header.Spans ..................................(Table 9) ft in:<_--11:' _ Sill Plate Spans ........ (Table 9) Aft j—in _s 1:v _(L Full Height Studs(no.of studs) ........................(Table 9)......................................................... ........ ... ..... :................� _! Non-Load Bearing Wall Openings(record largest opening.but check all openings for compliance to Table 9) Header Spans ......... .....................(Table 9) .....:.......................... 2 ft (p in.<_12' to, Sill Plate Spans .(Table 9) .... ............._7�ft_fjj_in <12" y Full Height Studs(no.of studs) .(Table 9) Exterior WaII.Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openmg2 ......... ............................................ 6'8" Sheathing Type.......... ....................................(note 4) ........ .....................................- _I Edge Nail Spacing.... ................................(Table 10 or note 4 if less).....................:,._(o-in: _ Field Nail Spacing..... (Table 10) ......................................A,. in. G Shear Connection(no of 16d common nails)(Table 10) ..................................W Ft _lam Percent Full-Height Sheathing ....(Table 10) 4 5%Additional Sheathing for Wall with Opening>6T(Design Concepts)..... .........r Maximum Building Dimension,L Nominal Height of Tallest Opening2 .... . 1W V Sheathing Type............................................. (note 4) ............ .................. .... .. ... V Edge Nail Spacing;................ ..................(Table 11:or note 4 if less)........................ (o in. _ Field Nail Spacing..... ..............................(Table 11) .. ..._(jam in. V Shear Connection(no of 16d common nazis)(Table 11' ... Percent Full-Height Sheathing (Table 11 ... .. /o 5%s.Additional Sheathing for Wall with Opening>6.80(DO gn Concepts)..................... Wall Cladding Ratedfor Wind:Speed?........... . .. . .................................................................... .. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use.AWC.Span.Tool;.see BBRS Website) Roof Overhang .... ....... .......(Figure 1 g).............Q.j46ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls: Proprietary.Connectors Uplift.. . .... ........ ......... ...........(Table 12)... ....... ..... ..............U=_jjP_pif V Lateral............4....... ....... i.........(Table 12) ....._ ................. .........L=_Aj%pIf !� Shear ........ ........(Table 12)....... S= p If 1L. Ridge Strap Connections,if collar ties not used per page 21`...(Table 13)................................T= plf _ Gable Rake Outlooker.........................................(Figure 20).............._ft<_smaller of 2'or U2 A Truss or Rafter.Connections at Non-Loadbearing Walls Proprietary Connectors Uplt ...(Table 14),_...................................... V Lateral(no of 16d common nails) (Table 14)............................ ...... L=fir lb. ti _ Roof Sheathing Type. ...............................(per 780 CMR Chapters 58:and 59): py°CbY-.►LYA* Roof Sheathing Thickness .. ......... ... .it 5 in.2_7/16"WSP Notes: Roof Sheathing Fastening::..... .....(Table 2)......�L,Q(t.:....4:.-F, Lc�/�!!.F1L -i* 1. This checklistshall be met in its;entirety,excluding the specific exception:noted in 2,to comply with.the requirements of 780 CMR 53Q1.2.1.i ifem 1.if the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide:. a. Steel Straps per figure 5 b. 20 Gage Straps per Figure 11 c.. Uplift Straps per.Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs_per Figure 18a and Figure.l8b 2. Exception:Opening heights of.up to 8 ff.shall be permitted when 5%is added to the percent full- requirements shown in Tables 10.and,11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. 1. AWC Guide to Yi'ood Construction in High Wind Arens:IID mph Wind Zone Massachusetts-Checklist for Compliance.(78o cMR 5301.2.1A)' 4. a. From Tables 10 and 11 and location of wall:sheathing'and Building.Aspect Ratio,determine,Pereent lF qt Ceight Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/1`6"and be-installed as follows: i. Panels shall be installed with strength axis--parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing iii._ On single story construction,panels shall be attached to b6prr plates,and_top,member of the double top plate. iv. On two story construction,upper:panels shall be attached to the top member of the upper double top plate end to band joist at bottom of panel .Upper attachment of lower"panel shall be nim"ade to'.band joist and IIower.attachment made'to lowest plate affirst floor framing;. V. Horiontal nail spacing at double top ptates,.band joists,:and girders.shall be a double:row'of 8d staggered at 3 inches on center per figures below:Vertical.and Horizontal Nailing for Panel Attachment fVAM1Nt EM&J NAU Ar '1 Il g CL ,1 /1 pp 1 tl w M tA tA Ir 1i I t 11 11 -1 t 1/ It 17 11 _ Seebetail on Next.Page. Veriica snd,Horizontal tdaiGreg . Poi Pan l.Attachmermt PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com AWC Guide to Wood Cot structiort iri fi gh.W nd Areas:.110 mph Wind Zo►ie Massachusetts Checklist for Compliance(78o cmR s3o12A-I)` t > t ft • " -- -�� srA y t�►nPo►rraire PAW PAN Detail Vertical arid.Horiaontai Nailing fbr Panel Attachment PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.com A110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule _ Blocking to Rafter(Toe-nailed) 2-8d. 2-1 Od t each erid M Rim Board to Rafter(End nailed} 2 16d 3-16d each end ati;Framtng' � # F a::.. Y '- ?w ro4'' • -uaY,urw:�amar:1.E5�'a.+,wL '`� "xZ �' '�"`a��'r-rk��•t �t�i. -. r y zy �.a dp": Top'Plates of Intersections (Face nailed) 4 16d' S 16d a at toints €" Stud.to Stud (Face nailed) °2 416d r j 2 16d _.`Header to Header(Face nailed) 16d , r 16d°a " 16',o,c .along edgesx, T f#off raintn i _ Joist to.Sill, To Plate or Girder Toe=nailed Fi 1.4 3 4-8d i, 4-10d' per oist�P ( ) ( g } P 1 „ l/? f Blocking to Joist(Toe-nailed) 2--8d 2-1 Od ; each end Blocking to Sill.or Top Plate (Toe-nailed) i 3-16d 4-16d each block; Ledger Strip to Beam or Girder(Face-nailed) 4-16ti each joist . Joist on Ledger to Beam (Toe-nailed) 3-8d 3-1 Od i per joist Band Joist to Joist (End-nailed) (Fig..14} 3-16d 4= fid per joist :, Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) i 2-16d '3-1.6d per foot l • � Wood Structural;Panels '. rafters or trusses spaced up to 16" o.c: Sd 1 Od 6°edge/6'field j F rafters or trusses spaced over 16'`o:c. 8d 1 Od 4"edge/4°field gable endwall rake or rake truss w/o gable overhang 8d } 100 6°edge/6"field gable endwall rake or rake truss,w/structural 8d -10d 6"•edge/6 field outlookers i gable endwall rake or rake truss w/lookout blocks , j tad 1 Od 4"edge/4"field � M ����' •' Ev ��`3> � '- '€Z t,� fin: i4Ya^``- �' ' Cetlln SEteathtrt {� - �p r haw fir, a nod y Gypsum'Wallboard Sd coolers r' 6 ' j 7°edge/1 Q°field fit- 4 921 Wood Structural Panels j k J t studs spaced up to 241"o.c: 8d 1pd ` 6°edge/ 12a field` t r j. 1(2"and:25i32 Fiberboard Panels 8d1 3' edge/6°field t VT Gypsum Wallboard � 5d coolers 1. 7"edge/10°field e 4. �.�Y'�..�.,."sGa.:.;i�'G - r 1Nood Structurak Panels- � J j j is 1'' or less 8d 1 Od 1 6°edge/12"field } greater than 1" 10d _ 16d 6° edge/6"field 1 Corrosion resistant 11 gage roofing,nails.and 16'gage staples are permitted,check IBC for additional requirements. MR I M" Nails:Unless otherwise stated,sizes given for nails are'common:wire sizes.-8ox and pneumatic Waits of equivalent. diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMEPICA' l5�1S & PAPER ASSOaCIIATION- PDF Created with deskPDF PDF Writer-Trial :: http://www.docudesk.cbm A!^�® DATE(MM/DDIYYYY) �� CERTIFICATE OF LIABILITY INSURANCE ' 06/02/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME RISK STRATEGIES COMPANY PHONE Fax 15 Pacella Park Drive E-MAIL A/C No: Suite 240 ADDRESS Randolph, MA 02368 INSURER(S)AFFORDING COVERAGE NAIL# INSURER A; INSURED INSURERB: AmGUARD insurance Company 42390 A I Enterprises Inc INSURER C P.O. Box 2056 INSURERD: COtult, MA 02635 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. ILTR TYPEOFINSURANCE ADDLSUBR POLICY NUMBER M°IDDIYYCY F MMIDD/YY P LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 0 CLAIMS-MADE OCCUR PRE DAMAGE occurrence) PREMISES occurrence) $ 0 MED EXP(Any one person) $ 0- PERSONAL&ADV INJURY $ 0 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 0 POLICY❑PROJECT ❑LOC PRODUCTS-COMP/OPAGG $OTHER: r $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPER-Y DAMAGE $ AUTOS ONLY AUTOS ONLY er ac;dent UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBEREXCLUDED? 0 NIA AIWC695316 07/18/2015 07/18/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 H yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD ffMETpy Town of Barnstable 9�, LE,� Growth Management Department �ArF16 9 Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommission Jo Anne Miller Buntich, Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA r" 7 Nancy Shoemaker ^ `�' ''11 Len Gobeil - Ted Wurzburg Paul Arnold,Alternate_ . "=;raj �- DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic' Properties, Section 112-3 F Applicant/Property Owner: Amy Gardner Subject Property: 886 Main Street, Cotuit n. Assessor's Map/Parcel: 035/087 ; Hearing Date: February 16, 2016'. Pursuant to the Barnstable Historical Commission Chair's determination on February 3, 2016, a duly advertised and noticed public hearing was held on"February 16, 2016 to determine whether the significant building identified as the single family dwelling on this property is preferably preserved and whether demolition delay would be imposed for the partial demolition of the dwelling on the parcel addressed as , 886 Main Street, Cotuit. 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 demolition of the portions of the single family dwelling are not preferably preserved significant buildings: The portions of the single family dwelling to be demolished are identified in plans submitted by Architectural Innovations dated January 21;2016 and are attached to this decision. In accordance with Chapter 112-3 F, the Commission determined by a unanimous vote that the demolition of the portions of the single"family dwelling would not be detrimental to the historical, cultural or architectural heritage or resources of the Town. Laurie Young, 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 " Massachusetts Department of Public Safety . Board of Building Regulations and'Standards License:'CS-050457 = Construction Supervisor PETER M POMETTI PO BOX 2066 COTUIT MA 02635 •_ . Expiration: Cortmmissioner. '04/19/2018 Construction Supervisor _ Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWWMASS.GOV/DPS License or reg 4' 'ation valid fgr,individul use only 1 before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 r Boston,MA 02116 Not valid without signature . 1`-�"'_-"--• •Vhe�parnmwmcveca�i a�C�aac�escaeltd ` Office of Consumer Affairs&.Business Regulation ULPME IMPROVEMENT CONTRACTOR, gistration: .-109606 Typ@c piration:t- 9/21/2616 Private Corpo-alio; A I ENTERPRFSES INC r t i ; PETER POMETTI _ 140 LITTLE RIVER COTUIT, MA 02635 Undersecretary i y ,.a ail all 3 Town of Barnstable i ironx�° Growth Management Department Barnstable Historical Commission www.town.barnstabl e.m a.us/histo ricalcom mission Jo Anne Miller Buntich,Director - Marylou Fair,Administrative Assistant COMMISSION MEMBERS: �. r Laurie Young,Chair Nancy Clark,Vice Chair Q !:-T t ; =T-i; i+ Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker _ 10, Ted Wurzburg Paul Arnold,Alternate February 3,2016 Re: Intent to Partial Demolition of Structure 886 Main Street,Cotuit Map 035, Parcel 087 Peter Pometti P 0 Box 2056 Cotuit, MA 02635 Ann Quirk,Town Clerk 367 Main Street, Hyannis, MA 02601 • J 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 hearing on this matter on February 16,2016 at 4:00pm,367 Main Street, Hyannis,2nd Floor, Selectmen's Conference 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 508.862.4787 or marylou.fair@town.barnstable.ma.us for processing information. Sincerely, Laurie K.Young,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)508-862.4782 OFIKE Town of Barnstable B" KAS& Growth Management Department 16 ,a`e� Barnstable Historical Commission www.town.barnstabl e.ma.us/historicalcom mission Jo Anne Miller Buntich, Director COMMISSION MEMBERS: Marylou Fair,Administrative Assistant Laurie Young,Chair George Jessop,AIA Marilyn Fifield,Clerk Nancy Clark,Vice Chair Nancy Shoemaker TABLE-E- ,_I;v . Ci En v Ted Wurzburg �i'•.;. Paul Arnold,Alternate 00116 r-Y p 'I Chapter 112 Historic Properties, Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 886 Main Street,Cotuit Map 035/Parcel 087 Pursuant to Intent to Partially Demolish Structure. The Barnstable Historical Commission received a Notice of Intent to Demolish application for this address" stamped by the Town Clerk on January 22, 2016. This property, located at 886 Main Street, Cotuit, was built circa 1860-1870 and is known as the Irvin Phinne 9 Y House. It is a Contributing Building in the Cotuit National Register Historic District and is associated with the broad architectural and cultural history of this area. 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)508.8624786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862.4678(f)508-862-4782 _ - Town of Barnstable Growth Management Department Barnstable Historical Commission %mtiveu.tom�l.t�unsta;la.ma.usfh�#orica#commiss�an ,;r•-r;,-, , - -VI CLED NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application �Jf{�C.�,J' �'�in/� 0 Full Demotion Partial Demolition BuildindAddress Number street Assessor's Map# VI�5'Assessor's Parcel# d�7 Village ,/ ZIP Property Owner: /7�'1l / �tf ��3 Name Phone# Property Owner Mailing Address(if different than building address) Property Owner e-mail address: ContractorlAgent: /'f ! E� TT/ Contractor/Agent Mailing Address: C� Oo _ ram gall.1--e �l✓� ContractorlAgent Contact Name and Phone �'- Name P,hoone# Contractor/Agent Contact e-mail address: %�•4A eh i 69r�•led Detail of Demolition Proposed:J r_'A46 C16, 4WIf-LLS. � i+J � / /�;. � ' r L'-✓/�` ���i�f`� �I�✓Z(.��s1r.,.,f,L,� �X.16./{�i?—�L'c.� 1`�/`."�L''v1 /�,,,�`'�iLtlivrc� ���v GtOd6✓r'�=7�✓ 0�+�'"�uF.r� 1%h��'itJ�llLfl'i�i.�.'� �/�L"i�%�S G✓id� j Type of New Construction Proposed: � ���✓%�`�-��� �� 7�/!� •G Xf�S�/•% 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 p-3 Additions Year Built: - Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No Yes _ P perry Owner Agent Signature May,2014 i �p TkE T� Town of Barnstable rmt b 3 �3� Qy Expires 6 months fro`\m issue dale M aatrNS'rAsr.E Reglllcd>t01'y Services Fee ��11►►" CCC//// v Maas Thomas F. Geiler, Director pl�olnc�° Building Division Tom Perry, CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 �J www.town.barnstabIc,ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 0 3 d 5 g Property Address Ei�kcsidential Value of Work a 0D Minimum fee of$25.00 for work under$6000.00 Owner's Name& Address ce3�' Contractor's Name npC1f— Telephone Number Home Improvement Contractor License #(if applicable) r)00-'9 Construction Supervisor's License#(if applicable) 5workman's Compensation Insurance ®PRESS PERMIT '. Check one: ❑ I am a sole proprietor JUL 2 ® ❑09 2'I am the Homeowner ❑ I have Worker's Compensation Insurance TOWN OF BARNSTAgLE Insurance Company Name f)0 Workman's Comp. Policy# in Ifs Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) t ❑ Re-roof(stripping old shingles) All construction debris will betaken to ❑ Re-roof(not stripping. Going over existing layers of roof) dRe-side ❑ Replacement Windows. -U-Value (maximum .44) '. *Where required: Issuance of this permit does not exempt compliance with other town department'regulations,.i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. H` e Imp ement Contractors License& Construct Supervisors License is required. SIGNATURE: t Q:\WPFIL.ES\FORM 41pressT XPRES-SPElZMlT.D0C Revise060,104 The Commonwealth of Massachusetts Department of Industrial Accideni Off'ice of Inves6gations 600 Washington Street ' Boston,MA 02111 wlww.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/ContractorsfElectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):—,, - Address: W n ` -City/State/Zip: vie S Phone##; $ gO13 Are you an employer?Check the appropriate box: . Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have 8• ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp.insurance comp-insurance t 9. ❑Building addition ] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.E3001 am a homeowner doing all work officers have exercised their 1 L❑Plumbing repairs or additions self. o woke right gns my [N workers,co of exemption rM � � � �`insurance requited.]t C. 152,§1(4),and.we have no 12.❑Roof repairs employees-[No workers' , 13.0 Other comp.insurance required] ; eg Any applicant that checks box#1 must also fill out the section below showing their workers'co icy policy information. t homeowners who submit this affidavit indicating they are doing all work and then hire outside mpensators must submit a new affidavit indicating such. ,Contractors that check this box must attached an-additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'com p.policy number. I am an employer that is providing workers'conrensa&n insurance for my employeeL Below is the policy and job site information. Insurance.Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: , Attach a copy of the workers,compensation Policy declaration - Failure to secure coverage as p�(showing the Polley number'and expiration date). required under Section 25A of MGL c.152 a d ana one-year impriso can lead to the imposition of criminal penalties of a of up to$250.00 a d fine up to$1,500ai nment,as well as civil penalties in the form of a STOP WORK ORDER and'a fine ay against the violator. Be advised that a cagy of this statement may be forwarded to the Office of Westigations of the DIA for insurance coverage verification. I do hereby certify under thepains madpenafties of perjrery that the'n omw ion. }• provided above is true and eorre[st Si lure: D Phone#_ nap by c&y or town EhUmspector ' Official use only. Do not write in this area,to be eo leted City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.BuildingDe ailment 3. P City/Town Clerk 4 6.Other � •Eletrtrnbing Inspector Contact Person: Phone#: Town of B a>r Listable Ywt: Regulatory 'Services Thomas F. Geiler,Director Building Division Prf° Tom Perry,Building.Commissioner _ 0 ..._200 Mairi:Street—Hyaimis;MA 02601 .. ... "-".town.b arnsfable.ma.us Office: 509-862-4038 Fax: 509-790-6230 H0>1MONNER LICENSE EXEMPTION . / p Q Please Print- DATE JOB LOCATION: number stract volae pgge c� ..HOMEOWNER': A O ` O Ol S name home phone# work phone# CURRENT MAILING ADDRESS: TK.CJ Isle Oa>d� city/town state zip code The current exemption for"homeowners"was`extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as 'snpt visor. DEFINITION OF HOMLONVNER 'Person(s)who owns a parcel of land on which he/she resides or intends to.reside,on which there is, or is intended to be, a one or'two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"bomeowner"assumes responsibility foi compliance with the State Building Code and other applicable codes, bylaws,rifles and regulations: The undersigned."homeowner"certifies that.he/she understands the Town of.Barnstable,Building 1D arrtment miniraum inspection procedures and requirements and that he/sbe will comply with said procedures and requirements. atitro of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required'to.comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION F ,{ The Code statrs that "Any homeowocr performing work for which a building perrnit is required shall be exempt from the provis ons of this section(Section 109.1.1 -Limning of construction Supervisors);provided that if the homeowner engages a perso (s)for hire to do such work,that such Homeowner shall act as supervisor." Many homcowncrs who use this exemption are unaware that they are assuming the responstbi]itia of a supervisor(see Appendtx Q; " Rules&Regulations for Lansing Constnrction Supervisors,Section 2.15 This lack of awareness often results in serious problems,particularly' when the homeowner res unliecnscd persons In this"case,our Baard cannot proceed:against-thp unlicatscd"person as it N ould with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the bomcowncr is fully sware of his/her msponsi'hilitics,many communities rcquirc,-as part of the permrt apphcabon that the homeowner certify that lit/she understands the responsibilities of a Supervisor. On the last page of this issue is a form current]y used by several towns. You may care t amcad and adopt such a fomi/ccrtification.for use in your cornInunity. i VEr� Town of Barnstable Regulatory Services rNA"B �, Thomas F. G-eiler,Director Building Division m Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town-barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-62 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of rob) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners )License Exemption Form on the reverse side. t Engineering Dept. (3rd floor) Map Q 36 Parcel CQ�L Permit# i House# Date Issued Board of Health(3rd floor)(8:15 -9:30`/1:00-4:30) Fee ' cad Conservation Office(4th floor)(8:30-9:30/1:00 2:00) Planning Dept.(1st floor/School Admin. Bldg.) BIKE Definitive Plan Approved by Planning Board = 19 ' BARNSTAB� L E. MARK QED MAC a,� TOWN OF BARNSTABLE Building Permit Application Project Street Address 1W e)-/u :5- Village Co �Ztc /'1yJ�• Owner --_7_ig/tr2 (At?-N4l9</ Address t Telephone 0 a Permit Request VQ4 First Floor 3n Q� square feet Second Floor square feet Construction Type Estimated Project Cost $ Odd— Zoning District Flood Plain Water Protection Lot Size 'Grandfathered ❑Yes ❑No Dwelling Type: Single Family ZTwo Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name ERASER CONSTRUCTION Telephone Number Address 71 TARAGON CIR. License# 1, COTUIT MA 02635 Home Improvement Contractor# 71as3,6 292 Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO VK,71 Zoo 1% SIGNATURE DATE_ / °1 CY BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. r • ADDRESS VILLAGE CA i" OWNER ;' L t DATE OF INSPECTION: FOUNDATION - FRAME - INSULATION e FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL - -a FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. HOME IMPROVEMENT CONTRACTORS.'REGISTRATION F a Board of Building Regulations and `Standards .One Ashburton Place - 1301= :' t :•.' .:'`` . Room ' 4 R Boston, Massachusetts.'02108,, , 4_ }. HOME IMPROVEMENT CONTRACTOR }j _ �Rs f Registration 112536' } Expiration'04/ 06/99 - 3SHONE IMPROVEMENT CONTRACTOR ' FRASER- CONSTRUCTION • : '.;. �;T e e Revistratim 112536 DEAN C• FRASER , a` .A �, RY; " , Type DBA x • ' } F a� h:,� � :Epiion ' I 71 TARRAGON CIR x rat 0406/99. COTUIT MA 02635 FRASER CONSTRUCTION C. FRASER A A 1ARRA60N CIR COTUIT NA 02635 -- The Commonwealth of Massachusetts Eli = .y Department of Industrial Accidents ?� _ _« 011lcaollaivest/gat�oos 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance davit name: FRASER CONSTRUCTION ocation: 71 TARAGON CIRcity . 602 Phone# I am a homeowner perf~ormmg Z work myself. ❑ I am a sole Provnetor and have no one workingin anv ca achy I am an employ ti on for my employees working on this job. comaanvnames address: . ...:„'.. CWTUIT MA 02635 :..:::.: 508) 428-2292 eifw Phone#: Insurance ca. olicv# WC f ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors Iisted below who have the following workers' compensation polices: comoanv name: address• —s phone*. :w•>,:. ::.:;:;:, insurance co camnanv name: ., .•.:<::;�:.:;..: :.::. �;#K�x:;,:;,::: address dh_ phone M. ft no ev FaEure to secure a as covers g required under Section 25A of 11GL 152 can lead to the imposition of cr'intinal penalties of Me up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tree of$100.00 a day against me. I understand that a copy of this statemett•may be fontarded to the 010ce of Investigations of the DL►for coverage verification, I do hereby certi the ants an eaahies of perjury that the information provided above it trim and correct Signature Date Print name l o � t c �.� tax►sue, Phone# oindal use only do not write in this area to be completed by city or town onbdal city ortown: perndt/llcetue p • ®Building Department d►eelcftimmedlste response is required ❑Licensing Hoard ®selectmen s Oface phone ❑Health Department contact person: q• ❑Other��� 0"I"d 9/95 PIA) t l ne Town of isarnstame KMM � Department of'Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building'Con nissioner Permit no. . Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or,construction of an addition to any pre-existing owner-occupied building containing at last one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: R Estimated Cost ko -00 CJ Address of Work: V$6 r9C= a`tom eq Owner's Name: h},(� b-(.t r Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law t3Job Under$1,000 (38uildng not owner-occupied C30wner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREG ISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. . Contractor Name Registration No. OR Date Owner's Name #brms:Affidav 0 g 9 0 .o 0 H p � X - WWDOW HDfl.HT. O aD T.O.KNEE WALL SECOND FLOOR - WINDOW MDR.HT. _ FIRST FLOOR - EXISTING _ ...`.. RE`iJ.1L'.} D LEFT SIDE EL'EVATIO`N FSRO . _ ,/4•=,'—D• N T ELEVATION aAi1 2 2 ZU16 . FEB Zp; arnstable _ m.1sskon 1 B W to Y� WINOOW HDfl.Hi. -Town of C� Co - Astor► Z E I O T.O.KNEE WALL ■� f FF .� SECOND FLOOD cv .. - O V W Cie _j WI d NDOW HDP.H,. Uw LLJ — — Q _ O I X w H F FIPST FLOOR _ W t � H 1 _ DATE: 01/21/2016 EXISTING - ® _ SCALE: AS NOTED REAR ELEVATION EXISTING 'RIGHT. SIDE ELEVATION DRAWING 114'=1'-0' - 1/4'=1'-0' , E2 - 2 k` ` Y .• 'Vc O SECOND FLOOR ADDITION WINDOW MDR.HT. T.O.KNEE WALL - SECOND FLOOR SECOND FLOOR N WINDOW HOR.HT. __— WINDOW HDR.FR. LJ TLrL— LU L] ®® FIRST FLOOR FIRST FLOOR i NEW LOCATION FOR EK15T.FRONT DOOR - •. . 16'-4'+/- EX15TING PROP05ED ONE STORY RENOVATION PRELIMINARY LEFT SIDE ELEVATION EXISTING FRONT ELEVATION RE CE IV ED. To% 2 2 &RD vaallt _ R07wTH MAN) N`stonca SECOND FLOOR ADDITION - SECOND FLOOR ADDITION ' ENLARGE MST.DORMER WINOOW HDR.HT. mEB W� m Z - W T.O.KNEE WALL L - O �,w SECOND FLOOR SECOND FLOOR N -- A W � w __ WINOOWHOR.:HT. p J WINDOW HDR.HT. m m d W w ED a Z of z O O REPLACE OUST.CASEN NT BOW WINDOW 10 FIRST FLOOR WITH 2 OOOBLE-HUNG WINDOWS FIRST FLOOR 0 m ADD NEW 12'DFPP BAY - W 21'_3'}/- EXI5TING I WITH 2 DH WINDO'MS a LLL H. PPOP05ED ONE 5TORY RENOVATION WI POOP DECK PROPOSED ONN E STORY RENOVATION • ® - .DATE: 01/21/2016 PRELIMINARY PRELIMINARY - SCALE: AS NOTED REAR ELEVATION RIGHT SIDE ELEVATION DRAWING#: 1/4' 1'-O' - - - 1/4'=,'-0' A2 - 2 O ---------- i PORCH - - -- , H j I I LAUNDRY 1 �1 u. .. l • 0 •KITCHEN IRECEIVED . '6BATH I a#� DNTV ROOM DININGATHB BEz uP cL. HALL CL:, u00 LIVING ROOM " BEDROOM#1 BEDROOM#3 r W _ SCREENED IN PORCH - I I - �., _ W Z to a I BALCONY , I W Ill 7 Q' FOYER DN I I e p O r--UP IS PORCH - _ ,I " e W W LL I I f I 1 ---------�'------------- - a6 Z N Z _ m _ HOC c~n 'E® m x Lu Lu EXISTING EXISTING - FIRST FLOOR PLAN SECOND FLOOR PLAN. DATE: 01/21l2016 Barnstable 1/4'=11-0. - 1/4'=T-0' Town Ot Gomrnlsslon_ SCALE: AS NOTED - H�Stp[ICa1 lJ p DRAWING#: 7 pp r--------------- r----------------� o------ -- -- --- I (T --- I I 21'-3•+/-- EXISTING PORCH I I Wo E- o 4 • - , `. BENCH I - ' - - MUD RM. .. ROOF DECK i In . SECAND FLOOR ADDITION I � � q KITCHEN, EN GE EAST.DORMER I I ADD NEW I2•DEEP BAY BATH - r - WALK IN I W h 2 DN WINDOWS - CLOSET I 9 _____ RECEIVED I I I /BATH r0'-•TrIII I-II 9I o��IfI/w�/\ iII II rtl--LI—/_�/,—I I II Nm- -rL D_N•�iI-- NG r 8 g g1 ��G0a 1 QV GZ a�OCnC tsy 1Q�d. E Z-:41 TV ROOM DINI MASTER EDROOM R® gwNe WQMQa =mG O(JQ-E ZY VT IUNENII SS3'TU —1I 7VANITY BUILT INS En CL. w L_----- IL L I BEDROOM#1 BEDROOM#2 LIVING ROOM SCREENED IN PORCH W BALCONY HALL W = DN uE c PORCH ILL ----------n --- - Lu cn d PRELIMINARY PRELIMINARY EL F SECOND FLOOR PLAN FIRST ,FLOOR PLAN DATE: 01/21/2016 3/16•=1-0• SCALE: AS NOTED� - - DRAWING N: Al - 2 PROVIDE AROUND NEW FOUNDATION WALL PERIMETER: m col5/8'GALV'D ANCHOR BOLTS @ MM-38-O.C.t 6'-12-FROM .Z END OF PLATe5,U5E 3'x3'x 1/4-PLATE WA5HER5 O BOLT EMBeDMENf MIN.�' PROVID SMOKE DETECTORS REVIEWED fOoNTlECONnNUfEA(2)A4 REBATES @ TOP t BOTTOM OF FND.WALL xx Q t LONTIN.(31 I4 REBPRS IN FOOTING �LL O F. S � A L BUILDING DEFT. DATE I 2P-3'+/- EXISTING I NEW tl'.TMILK POURED CONCRETE �a PROVIDE APPROVED 91MPSON FOUNDATION WALL ON 6'x 10 CONTINUOUS HOLD-DOWN ANCHOR(T7.) -O' CONCRETE FOOTING-BOTTOM TO BLOW PROJT UNE IN EACH CORNER AS 5HOWN I 5RE AOIUST TOP OF fCUNDATION WALL TO ALIGN NE f�OORJO15T5 W/ "NG p FIRE DEPARTMENT DATE r — — """"' — BOTH SIGNATURES ARE REQUIRED FOR PERMITTING f I PROVIDe 2 ROW'OP I BLOCKING 48'o.c. D I AI atD FLR.mLSTs gy Reo.c' ►�I L3 P F p LL --.-- I 3I/2'DIA.LALLY COLUMN • I OO O ((9 EXTENDED DORMER t TO 30'x30'x12'CONC.FFG.(2)2x6 ROOF RAFIER5 @ 16.O.L. s 4 yu (OR MATCH IXIST.RAFTER DEPTHI 4 R{ + W w cm.PLYWD.5HEATHING t 5 I LF��J F ASPHALT ROOF 5HIKGLES TO MATCH MET. D CRAWL SPACE I LL�B 2x6 ROOF RAFTERS L$16'O.C. REMOVE PXISTING FOUNDATION W ` I I 0 E 'ul` W1518'CDX.FLW. .SHEATHING R FLooR'm15T5 AND ENTIRE 5TRUCNRE ABOVE 2'CONCRETE DUST COVER_ YY O uE5 2.6 R.B. ASPHALT ROOF SHINGLES TO MATCH E%15T. FILL IN.EX.I5TING CELAR AND CREATE MATCH R.PITCH t TRIM TO IX15T.BAY ON NORTH 510E NEW CRP.WL SPACE&R NEW FOUNOAD0 WA- 51MPSONH2.5 I I aRBFLR.JOISTS air O.C. 5ITE DETERMINE EXACT FXISTNG ♦;j LOCATION ANE CEILING HT. / HURRICANE CUP5-TYP.` I I • OF U15T NG CELLAR OPENING - 216 CEILING J015T5 016.O.C. WINDOW BA"ABOVE IXIST WINDOW HIN1.HT. : f-MATCH WNO.HEADER HT.TO METING r —� 5UPPORT MATCH CEILING HEIGHT FELLA DI WINDOW- — -- -- ' 2xG EXTER STUD WAUS V, - 51/4'FBGL IN5L..1/2'PL`..". ROOF DECK' REMOVE EXISTING 5TUD FRAME WALL AND P W. exl6Urenovete0 PfoP. SHeATHING.HOU9_YWRAP t Ix4 DECKING ON 5LEEFERS(2.45) REPLACE WITH B:CONCTRETE BLOCK RETAING tISTIN KNEE WALL SIDING TO MATCH EXISTING CUT TO REVERSE 51DPe ON WALL(+/-45'HIGH)ON&I I G'CONT.CONC.FOOTING MASTER BEDROOM WALK IN RUBB¢R ROOFING OVER WRH 2x6 STUD WALL ON TOP TO 5UPPORT S W S CLOSET 1/2-CDX PL`MOOD 5HEATHIN6 ON EXISTING FLOOR AND BEARING WALL ABOVE O 65 ca T.O.KNEE WALL 2.10 DECKICEIUNG m15T5(S 12.O.L. F- '� O -- CUT TO 5LOPETO EACHSIDE R + SECOND FLOOR ''/' fO I tMIUFDPWOOD CAP/2x2 501115TER5 '4 r- EXISTING PLOD .1019T5 d's 6'O.C.N%.TOP t BOTTOM RAILS existing $ F. A -- (zNa+oROR. almoR. a FULL BASEMENT" Rw. X o f / .,o MADP c.DSr P:Doe WINDOW HDR.M. POOR N W N �TtwO Cv�t IXa5515T�Ir5�T r J / BEAO.T.O.2ND FLOOR UP BXISUmnovatee Posed PELIA DH.VANDOW ® z 0 DINING ROOM KITCHEN r REMOVE eX1sr. rn 2x6 P-5TUD WAI15 W.I CHIMNEY CHIMNE`.' w DX 51/4-FEGL NSL.,IR'PLYWD. _ L—J _ _ SUPPORT _ ——.—1 W 51DING O MATCHE 1 TP t - REMOVE(71 FIRST FLOOR " an ' 51 EAT IN MATCH EXISTING PXISDNG FLfJO JOISTS 3/4'TtG FLYWD.9UBFLOOR ON , a10 New 2x 10 FLOOI,jols S 9 I W O.C. EXISTING FOUNDATION WALLS.- I (3) GIRT - ALL SUPPORT BEAMS 8 COLUMNS I f2)a4 REBARS W/1N P.T.2x6 SILL PLATE W 510'ANCHOR r AND FLOOR JOISTS ABOVE TO RETRAIN I Bxlsting BRNG WALL PTDPOSBC 12-OF TOP BOLTS a MAX.38'O.C.t B-12-FROM FULL BASEMENT' CRAWL SPACE 2'CONC.DUET COVER 1 END O�TE5.UJ5aeeon3'P 114M1NLA?E NEW 8'THICK POURED CONCRETE I :existing I FOUNDATION WALL ON B'.16'CONTINUOIJ5 FULL BASEMENT I CON KM FOOTING-BOTTOM TO BELOW FR05T UNE 3 1/2'DIA LALLY LOWMN (2109 REBARS W 11N 3'.4- SITE ADJUST ADJUST TOP OF FOUNDATION WALL TO AUG,6 I I TO 3D'x3Ox 12'CONL."G. OF BOTTOM NEW FLOOR J015T5 wl EXISTING I I T.O.CONC.SLAB (3)F4 REBAR5 W/IN 3-A- __ OF BOTTOM REMOVE EITI5TING STUD FRAME WALL AND - I eds11ng 2x8 flarjdst exisIIng.2x8flar jdst REPLACE WITH 8'CONLTRETE BLOCK RETIRING WALL(+/-ta'HIGH)W 2x6 5TUD Wa oN To, L——__ existing PORCH above I W O TO 5UPFORT EA5TING FLOOR AND BEARING WALL ABOVE tFo—In I PROPOSED ADDITION I V EXISTING HOUSE (to match exist.foot print) _ - I Z V EXIST.FOUNDATION TO R¢MAIN PJ:MOVE ENTIRE eMTING REAR ONE 5TOR"WING j W LL.I e)dsbng 2x8 floor joist 1 W W ~ Z S1 TYPICAL CROSS SECTION TYPICAL AROUND=oNDAMONPERIMETeR existing PORCH above I w w d 1 1/4'=T-o METING to—In ti STING BRICK FOUNDATION WALLS 81 I O EXI5TING STONEICONC.ReTAINING[NEE WALLS CRAWL SPACE O --------- ---------------1 Z Q to Q = � o oC D 0 FOUNDATION PLAN =_____- DEMOLITION 1/4"1-O' METING WALLS 111 NEW WALt5 F t- d 9— In 901 1 DATE: 04/12/2016 SCALE: AS NOTED DRAWING#: Al - 4 " WINDOW&EXTERIOR DOOR SCHEDULE KEY ROUGHOPENING W x H ITEM# STYLE MATERIAL O 3'-13/4'x 6-113/4" 3771 PELLA ARCHITECT 22 OMBLE44UNG WINDOW WHITE ALUM PALM CIAO 6(,� �'•, B 7.53/4"x4'-113/4" 2959 PELLA ARCHITECT 2r2 DOLJBLE44UNG WNDOW WHITEALUMPAJMCLAD g © 7.5314"X4-93/4" 2957 PELLA ARCHITECT 22 DOUBLE-HUNG%NIN W WHITEAWMPAJMCLAD �S O O 2'-53/4"x3'-113/4" 2947 PELLA ARCHITECT I2 DOUBLE44UNG VJINDOW NMITEALUMMUMCLAD O 3'-03/4'x 6-10' 3682 PEU.AARCHITECT HINGED PATIO DOOR 'AHITEALUMPIUMCLAD O 3L23M"x6-11' 37x6'8" ENRTT DOOR-3 PANEL IILIGHT r----------------'1 1 t-----91 I --------------e 1 I ----I I I� 2 P-3' 15nNG INTERIOR DOOR SCHEDULE i i l 211. I I 5,G, EXISTING �I 3333� a KEY ROUGH OPENING W x H SIZE STYLE MATERIAL I I I `D D 1/ 'I 32•-X SW 7$"x6'-r RIGHT HAND SIMNG DOOR-4 PANEL, SOLID COREMASONITE COATS O. 32"_X 83° 2'-6"X6'$" LEFT HAND BRING DOOR-4PANEL SOLID CORE MASONITE I - DFNCry� -- — RPFRIG. ��❑O O_ :3(rXBW 74•X6'-8" LEFT HANDSWNOOOOR-4PANEL SOLID COREMASONITE Q — L 4 -62°, 5'x 83" - X 0" 6$" DOUBLE DOOR SOLID CORE MASONITE Pro 4'-2 I/2' O posetl 5 n O ROOF DECK PrDposetl � OS 38"-X83' 3'-0"X6$" DWBLEOWR SOLIDCOREMASONITE `L� PTDR KITCHEN MUD RM.® © 32',x 8W 2'-6"X 6-8" DOUBLE OR SOLID CORE MASONITE ENLARGE EXISTING DORMFR5 ISO: CONNECT TWO EXIST.DORW95 W/FULLL DOWERHT..WAU- ( 2'-0"I. 4Np Oyp. O 62"..X83' 5'-0"X6$' eFFOID DOOR SOLID CORE MASONITE 9'-0' - D W§ I 090 W Cal oy� O 611/4'X 841/4" 7$"x6'$° POCKET DOOR-4PANEL SOLID CORE MASONITE —m 6 T'4 a SECOND FLOOR ADDITION) O591/4°X 841/4" 2'-4"X6'$" POCKET DOOR-4PANEL SOLIDCOREMASONITE 4'-G' 4'-G' 'I `T UU a5=ff- F _ 2_ g.sr, © SH R N Zj 4'-O' PAP 1 0 § O 8'-G' CD r in Z'-0' WALK IN I I O p irI P.S.Prop. v -------_— CLOSET I ap iv O BATH 3 . — + J --- NEW S'-9'C.O. —— —prop. -1 4 O u� LL, L_— I ACC z W On D V II MTNa I BATH R 12 rvLL nF1GNT(rO FLOOR)OFENING Z/ tD 3-2° L W 00%OUT W/(2)13/4N 1 G'LVL AROUND g IN5TALL NFW WINDOWS AT H.HT. - 2 TO MATCH EXISnNG ON 1 EAST.STAIRS \ S SITE ADJUST ROOF/CELING Hr. :�. - = � TO C=10OF DECK O.H.A GUTTLR' TO BASEMENT '_- _ _ o� C7 TO REMAN \ .6- 8 i MASTER BEDROOM V) TV ROOM __1 DINING II UNEN ' / i6 _ eiN UILD EXIST. ,�o / 5'x3'TU4 i © _ RCA5e AS SHOWN O L_ _ I // I g� rn I I:BATH /�S 011 3 2° _REMwe 1 9VmM. -- ------J 1 `1 --� N If GUILT INS —I crl — EMOVE IPLPW5IINE`.' O Y 1 9 _�1 O N IR- _ NG CL. I I WALL AND DOOR -- ' I I \ I 1 REMOVE EXIST.WAU.5,DOORS, L I \ J MTN FIXTURES A5 5HOWN O I I NEW OPENING 4 V4 HEADER ABOVE 0 l I I — I i �I I BEDROOM#1 BEDROOM#2 LIVING ROOM ®. -i - W Lj Z y SCREENED IN PORCH W I m 2'-4 I I NeNCO. ^ \\ Lu t: NEW K IXIOA/E IXNITODOOR p Q#. F B Y 1 1 \ I I RFMove t7nsr.wlNDow O C a Z - 1 ON I OF —4 FRAME W New CL05ET O 4 ALL —— �N MTH 5TAIR5 : W uI J PORCH 2 Z a 40 Z 0 I I ---------�------------- o Ix O J — r A 0 0 U SECOND FLOOR PLAN FIRST FLOOR PLAN eX157flNG WALLS EXISTING wAus DATE: 04/12/2016 DEMOLITION =___= DEMOUTION New WALLS FEW WALLS SCALE: AS NOTED IKl DRAWING#: A2 - 4 z ASPHALT ROOF SHINGLPS •�%LL Q 3 --- ---- ----- ROOFSOFFIT'TRIM DETAIL i TO MATCHH EXISTING_ __ TW05TOR`.'BAY(lEFf SIDE) a SECOND FLOOR ADDITION -- - --- _ _ ---------- ---- � CEILING HT. WINDOW MDR.HT. ` U ROOF DECK: 1.4 DECNNG ON 5LEEPER5(2a45) ` CUT TO Kevme 5LOPe ON RUBBER ROONNG OVER 1/2'COx T.O.KNEE PLI.WOOD 5HEATHING ON 2+10 DeC14CBUNG J0I5T5 16'O.C. WALL CUT TO SLOPE TO EACH SIDE SECOND FLOOR SECOND FLOOR N WINDOW HDR.HT. WINDOW HDR.HT. TYPICAL ORNER BD. - + O D WHITE CEDAR SnwGLE5 (q 5'EXP05URE-T . ®® NEW 12'DPEP BAY 13 FIRST FLOOR FIRST FLOOR PROPOSED ADDITION EXISTING HOUSE NEW LOCATION FOR EXIST.FRONT DOOR (b match Eder.toot p4np REf.IWC ENRRE Dn5TING REAR ONE STORY WING , LEFT SIDE ELEVATION FRONT ELEVATION O D PROP.ADDITION - ROOP 6 50FPfT TRIM DETAIL TO MATCH EXISTING - rwo 5TOR`.'BAY(LEFT 5101: ------____--- SECOND FLOOR ADDITION -------- ENLARGE EXIST.DORMER __ ________________________ ROOFlDORMeR TRIM DETAIL ___ ______ ASPHALT ROOF SHINGLES MATCH TO EXISTING __ CEILING HT. WINDOW HDR.FIT. WnRE CEDAR 5HIIJGIe5 W s'DPo5u RE —P.T.P05T5 CA5ED IN 1.5'5 m m E } �_ 4 MILLED WOOD CAP!2x2 BALL)MR5 C 4Q 6.O.0 W/Top 4 BOTTOM RAILSW T_O._KNEE WALL b Q a QSECOND F-11 SECONDFLOOR Y/ FEUA ARCHITECT DOUBLE-HUNG - - ~ WINDOWS W/CASING 4 WND.CAP W W TO MATCH U15TING -- -- C fQ WINDOW HDR.HT. lr El m _WINDOW'HDR.HT. 0 V W � + PEIIA ARCHRECT IJOUBLP-HUNG ` W O p DEE11c, 2 - D D WINDOWS W/CASING I WND.CAP '� F" TO MATCH P_XISTING 00 Q = OMI6 ALLCRNER I K Q5 CORNER BD. - W MICAL REPLACE EX15T.CASEMENT BOW WINDOW 7 m .J FIRST FLOOR WITH 2 DOUBLE-HI NG WINDOWS FIRST FLOOR W -- MATCH HDR HT.TO EAST.DH WINDOWS -- I(-J AOD NEW 12'DEEP BAY W WHITE CEDAR SHINGLP5 WITH 2 EX15T OH WINDOWS WHITE CEDAR INGLE PROPOSED ADDRIONHEIGHT 51TE a IS T.HEADER . (t0 matdl m[�.bd OHM) SITE ADJUST O DZCK O.H.INGt6 REMOVE ENTIRE Ek15TING R[AR ONE STORY WING TO CLEAR ROOF DECK O.H 0 GUTTER ® - SOFFIT TRIM DETPl LS TO MATCH E%ISTING EXISTING HOUSE ® PROPOSED ADDITION DATE: 04/12/2016 (to matoh adst.foot print) r REAR ELEVATION REMoVe ENTIRE M5TING REAR ONE STORY WING SCA E: AS NOTED 1/4'=,'-O' LEFT SIDE ELEVATION DRAWING#: „45,'-0 A3 - 4 i s1 si a 2 ROW3 OF SOLD BLOCKING a 98'O.C. � ac U ROOF DECK-below U l O <V ENLARGE EX15TING OORMER5 --c-10— 9 I F-c� jo:1 z CONNECT TWO E%IST.DORMER5 wf FULL HT.WALL h AND INSTALL NEW(2)W R.RAFTERS®18"O.C. (OR MATCH M5T.RAFTER DEFTHI I O w W R.RAFTERS®16"O.C. m UL 9 Oi OVER PROP.2ND FLOOR ADDITION O 5 �L O gg o 5---_--— zzac - Z o O E 0 �Q 2x8 ROOF RAFTERS BRNG WALL4 ABOVE OVER PROPOSE)BAY - p f BAv-below ———————— aQ 1 I (a3f0 HDR. (a2K ADR. Cmtier PLATNNCUT)JO15T5 LU O Z Z u 4 — ILi_ IIIIIIiIi MAME NESneRWI DIREC TON OF MST.FLOOR J015T5 ENARGE U115T. 1s5 - Z AROPENING zO 55HW ( EXISTING HOUSE ROOF TO REMAIN EXISTING FLOOR TO REMAIN TYPICAL EXIST.PORCH ROOF RAFTERS PORCH ROOF Vw=O r W QQ I I e I PORCH ROOF IXIST.PORCH ROOF AFTERS « fJ OPEN ro W W a r i0 Q = Z C g W V mILL ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN W va^=r.a va=na a _ � r DATE: 04/12/2016 SCALE: AS NOTED d DRAWING#: A4 - 4