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0216 MAIN STREET (COTUIT)
. .A Town of Barnstable Building �U �ARMANS. .E�• ` ��£o��t e�::.d;h U,ss+,n«C ea,r✓rrt,d�f iSc.o«an t.Teh�'o as�f t�O�#n c�c.s:u;$'V'p`i�rasz�nbc'lySe',roiF•s r oRmer qM.L'urt�h,:.'�eAe�wSdsrt',u rse�e:.nmc t h BAarup ap.l�d.romvg�e�dsh P_a l lad,l.e s n N�s o M§t'`_,.b u_e s3 tO bcecu R peiteaxdtt i nue'„n�d#�ozl x na FJoi;«;nobf�a'al nInds"pt.�he�ic st Ciko anr.'da�.#°�aM"s fuc bse>t8M*e„by�nne'e`,m Kaeadp,r-,�et 1639. Permit'PostT 'Ps C1Nherea ... -•u.. _ _ �• Permit No. B-18-3312 Applicant Name: Russell Cazeault Approvals Date Issued: 10/05/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 04/05/2019 Foundation: Location: 216 MAIN STREET(COTUIT),COTUIT Map/Lot: 023-015 Zoning District: RF Sheathing: Owner on Record: CAMPBELL, BRUCE&SALLY Contractor'Name; PAUL J. CAZEAULT&SONS INC. Framing: 1 Address: 216 MAIN ST ' 'Contractor'License -103714. 2 COTUIT, MA 02635 Est. Project Cost: $ 11,725.00 Chimney: Description: Remove the existing shingle roof on the entire home:mstall new Permit Fee: $59.80 asphalt shingles. Insulation: Fee Paid: $59.80 Project Review"Req: ;Date: 10/5/2018 Final: f f,. Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: i Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six'months after issuance. All work authorized by this permit shall conform to the approved appl•icatiori and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by4a,ws.and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials areprovided on"this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing M 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. ."Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site ON L-Ir� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT FMATi- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma � ' V,{.✓ s Parcel ... '-A li* i n_ cat o # p Pp Health Division C �` 8 S�' "'Date Issued Conservation Division :;Application Fee Planning Dept'. 'Permit Fee Date Definitive,Plan Approved by Planning Board - ► 1� Historic - OKH _ Preservation/Hyannis Project Street Address M At0 SNe-EIJ Village C_<5TO 11 Owner UC f A►so !;9,UV CAMPBELL Address MA Telephor eLS� _y2�4:425 Permit.Request 06-kou5W €x►s iJ I o x 8 MutNthrs A� r�-rP �l A rJF_�/ I7 x 18' o � 2►b ua.,Cm S1, Square feet: 1 st floor: existing I `Iproposed 123 5sr-2nd floor: existing C 11 proposed 6 V 2 Total new 134 Aop Y,64;( Zoning District R' Flood Plain Groundwater Overlay Project Valuation 46 5 000 Construction Type-hWsoo &A E Lot Size D50 —Y— Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure 12z) Historic House: ❑Yes XNo On Old King's Highway: ❑Yes No Basement Type: Full ACrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Qf Basement Unfinished Area (sq.ft) 425 Number of Baths: Full: existing -� new Half: existing new Number of Bedrooms: qexisting Xnew D cMo E Total Room Count (not including baths): existing 10 new R1a-,�n first Floor Room Count 6 Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes XNo Fireplaces: Existing_ 1 New Existing wood/coal stove: ❑YesXNo Detached garage:,9existing l7 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 ❑ c_ Commercial ❑Yes Who If yes, site plan review # ,' Current Use Lg FQOA i L►, Rr�S. Proposed Use I_S fA941W - APPLICANT INFORMATION c; (BUILDER OR HOMEOWNER) Name.z Bekz 2 . 74t>6 s`rT Telephone Number(508) 1/23-0601 Address R rliTT _ ,dLpFeL ,T.Atr_ License _FQ. _goX /33 197-k koL Home Improvement Contractor# 100131 l 4 u f-r , M A o26 5 Worker's Compensation # ALL CONSTRUCTION D BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO vrs 'ea t�iINDAT/ON � lLL S c lc a 's !;c VAT► 6 N&R T& iS SS i'tL4 ' XsT -5 Di.,1 � i q SIGNATURE DATE t� '07 FOR OFFICIAL USE ONLY APPLICATION# x DATE ISSUED f MAP/PARCEL N0. • ADDRESS VILLAGE OWNER-- DATE OF INSPECTION: FOUNDATION FRAME 0g Ctv ,v, c � i INSULATION W FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING /Of&046-11 DATE.CLOSED OUT ASSOCIATION PLAN NO. t Town- of Barnstable Regulatory Services. MASS M Thomas F. Geiler,Director b Ar , Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnst-Ale.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW `Owner: Map/Parcel: .0 23 01 S Project Address V& . M*-1A) 5;7-. 0-7" Builder: ;/�i�b6 The following items were noted on reviewing: o/11 r-tLrti /5 IN w,N 0rTN ,�E-,elel5 zoNE 71,15 ��F►�JE V �i�t�1nJ ,2Ns,r j9 LE T�tec-ema P�cr rlFsiSr�,✓T G, 5�/w.,�v�oc�s op Pr.vwooe ('&N -cs AaE c RFt�u o w. ?A V waa» 69i r&C s �weazj ro : E L.DENtIF►C—D u� A 'rr_r�s 'AROUtbC!b &?K BODE r fv r A4 k rrn y �� ��crFtcr�c�tc ourf4DG Co lem7p_€ To- ; �e-E o f. -A-jv!� R,v . Reviewed byc �c Date: _Q;Foarn.s:Plnrvw. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street i Boston, MA 02111' 14 www.mass.gov/dia Workers' Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers A,pplicant_Infor_mation.._, --- ____..__ / Please PrintLegiblY. Name(Business/Organization/Iiidividua]) -RQ12�i I` Ai��y�1 ,9 PdO�SETT Roo w)i=e .It i Address:__PC% z ox 13 ( ��5�4•ira�� �7r.��i City/State/Zip: ( ' a MA 026 5 Phone.#: C5j0� 7_8J 0001 Are you an employer? Check the appropriate bozo Type of project(required): 1.El I am a employer with 4• I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a soleproprietor or partner-• listed on the'attached sheet. T. ❑Remodeling ship and have no employees These.sub-contractors have g., ❑ Demolition workingfor me in an capacity. employees and`have workers' Y P tY # 9. KBuilding addition. [No workers' comp.-insurance comp.insurance. required:] 5. We are a corporation and its 10:❑El required or additions j - 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbmg'repairs or additions myself.[No,Workers'comp. right of exemption per MGL 12.0 Roof repairs ' c. §152, 1(4),and we have no insurance required.]t . 4) employees:°[Noworkers' 13.❑ Other 1 comp.insurance required.] i *Any applicant that checks box#1 must also fill ourthe section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. 1 TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-.contractors have employees,they must provide their workers'comp.policy number.'. X am an employer that is providing workers'compensation insurance for my employees. Below is the polity and job site information Insurance Company Name: PdL tC.4 Policy#or Self ins.Lic.#:U5.-Q 5:4 t'J6 0"1 Expiration Date:()(--0[ ._ 10 r Job Site Address:C.I4 M 4 1 W !jt. City/State/Zip: Coto I KA 0293 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the:imposition of.crimirial penalties of a i fine up to$1,500.00 and/or one.-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine 1 of up to$250.00 a day.a ' t the violator. Be advised that-a copy of this'statement may be forwarded to the'Office of Investigations of the DU Ifor insuz4nce MveraRe verification I'do hereby certify u th p n a pen hies ofperjury that the information provided above is true and correct. _ Signature: j , Date: 0� _ Phone#: -000 Official use only. Do not write in this area,to be completed by'city or town official: City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical In 5.Plumbing Inspector 6.Other Contact Person: Phone#: ACORD. CERTIFICATE OF INSURANCE DATE(MM(DD)YY) 06-03-09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS.CERTMATE DOES NOT AMEND,EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX 437 COMPANIES AFFORDING COVERAGE COTUIT,MA 02635 COMPANY 297SB A AMERICAN ZURICH INSURANCE COMPANY. INSURED COMPANY B , PADGET'T'BmLDER$INC COMPANY PO BOX 133. C COTum MA 02635 COMPANY D COVERAGE THE 6 TO CERTIFY THAT THE POLICIES OF INSURANCE LIBM 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 B SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM& - - CO POLICY EFF POLICY EXP LTR TYPE OFINSURANCE POLICY NUMBER DATE(RIMIDDIYY) DATE LIMITS GENERAL;LIABB-fTY O ENE RALAGGREOATE $ COMMERCIAL GENERAL PRODUCTS-COMPIOPAGO. $ CLAIMS MADE OCCUR. PERSONAL A&ADV.INJURY $ OWNER'S 8S CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Arty one fire) $ MED.EXPENSE(Any one person). $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(PerAcciderlt) $ HIRED AUTOS PROPERTY DAMAGE , $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS ALTO ONLY EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT$ AGREGATE $ EXCESSIIABILITY UMBRELLA FORM. EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKERS COMPENSATION AND A EMPOLYER'SL'IABILITY UB-0574N6484 06-01-09 0601=t0 STATUTORY LIMITS X THE PROPRIETOR( EACH ACCIDENT $ 100,000 PARTNERS/EXECUTIVE X INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONWLOCATIONSNEHICLESIRESTRICTIONS!SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE - - TOWN OF BARNSTABLE,BUILDING INSPECTOR EXPIRATION DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 - DAYS W RITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 367 MAIN STREE7 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES HYANNIS,MA 02635 AUTHORRED REPRESENTATIVE ACORD 25-5(3M) W A Bolinder i Padgett Builders Inc. Subcontractor Insurance Information Excavation Ron's Excavating P. O. Box 809 Mashpee, MA 02649 WCA 9094537 Foundation Bay Colony P. O. Box 469 Cotuit, MA 02635 WC0002466 Concrete Flatwork CJ Bessco P.O. Box 658 Sandwich, MA 02563 Framer D &M Construction, Inca 5 Beaver Dam Way, P. O. Box 190 S. Dennis, MA 02660 WC231S351409017 Roof/Sidewall Todd DeBerry 228 Wood Street Middleboro, MA 02346 6KUB 6381B09007 Electric Mike Ostrowski, Inc. dba Barnstable Electric 40 Village Drive East Sandwich, MA 02537 08 WECTJ0645 Plumbing Spencer Hallett Plumbing&Heating P. O. Box 61 Cotuit, MA 02635 WC 176-70-88 HVAC The Comfort Man 67 Industrial Drive Mashpee, MA 02649 WC 176-70-88 Insulation Ken Pimental dba: Ace Insulation 12 Wenham Shores Drive Carver, MA 02330 TBA WC 16092 Padgett Builders, Inc. Page 1 updated 6/02/2009 v Padgett Builders Inc. Subcontractor Insurance Information Drywall Century Drywall Inc. P. O. Box 572 Hyannisport, MA 02647 WC5002499012007 Finish Carpentry Kempton Nickerson Building & Remodeling 13 This Way Osterville, MA 026555 WC990610 Painting Brothers Enterprises P. O. Box 2061 Hyannis, MA 02601 WC2315359289016 " Padgett Builders, Inc. Page 2 updated 6/02/2009 T1 �� ✓ J7 Board of Building Regulatio s and'Stand'acd's I t i Consfructign Supervisor License ;, s 00-35,000 of enclosed space I t r Lico�n'e; CS 48859 f lA.-Masonry only �� 1G=1.2 Family Homes 2/20:10 Tr# .15506 �7 4 etrdttx Failure.to possess a current edition of the i i,;. ( Y Massachusetts State Building Code is cause for revocation of th%slicense. i ROB€RT R RAD 184 SCHOOL ST/P� % COTUIT MA02635 r` Commissioner 7-7 is k e i t { ✓lie Vamnxanuse¢ i a� aoac�waelY ' Board of Building Regulations and Standards License or registration valid for individul use only t i HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ' Board of Building Regulations and Standards Re&trAQA-' \100131 One Ashburton Place Rm 1301 x Expo trotr 61'9/2010 Tr# 267799 �4 ,� Boston,Ma.02108 r —Type PlNate Corporation 51 PADGETT BUILDERS 1'NC J�q Robert Padgett � �., PO Box 133/184 Schopl 1 Cotuit,MA 02635 �- Administrator Not valid with t signatu e a ` B 1 r s ! , i i S ! i E oxTa�ti Town of Barnstable ' Regulatory Services . • uxxsras[.s. • NABS. $ Thomas F.Geiler,Director ED.196 16�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject.property hereby authorize AD ET -80 i t-DF-Q5 Ioc. to act on my behalf, in all matters relative to work authorized by this building permit application for. Co-Vol-r; IN,4 A (Address of Job) ignature o Owner Date Print Name If Property Owner is applying for permit please complete.the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WTIERPERMISSION THE Town of Barnstable Tp�y Regulatory Services ` Thomas F.Geiler,Director BARrtsrwsr e, MASS. �PjFD NI/Ct a � Building Division Tom Perry,Building Commissioner 200 Maiti-Street;--Hyannis,MA 02601.. www.town.barnstable-ma.us Office: 508-962-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTTON Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhoovn 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 supervisor. DEFINTITON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a 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"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that_he/she understands the Town of Barnstable Building Department rninimurn inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signatizrc 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 .The Code states that "Any bomeowner perfmming work for which a building permit is inquired shall be exempt from the provisions of this section(Section 109.1.1-Licassing of construction Supervisors);provided that if the homemmer engages a person(s)for hire to do such work,that such Homeowner shall ad as supervisor." Many homeowners wbo use this exemption an unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often insults in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsiblities,many communities require,as part of the permit application. that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may can t amend and adopt such a fomdcertification for use in your community. Q:forms:homccxempt "At �r w r . 7 f d l n �I f 41L 17-oO7 G,d d6MAsg ST I�'� �26 35 x�s`r. -s FIX PLAO rHa coMtatv�,veAe,TH'oR'MAss� errs' 5.�Gcs BOARQ OF HEAL,H .......OF . .... (�rfr ,af Gautrinr�e THIS IS TO CERTIFY That theIn l vid' Sewn Dis by............ .... .. ......... po6a1 System constructed (` ) of Repaired (L—) i Installer --- at.. ..............� 1 ,... ......................................:.. ... has been.-installed-tn-accordance with the provisions of TIT1� r "..y >, of The State Sanitar Code as described in the application for Ditiposal AVorks Construction ),ertrit No.,. rah>:-•• THE ISSUANC§ OF: THIS CERTIFICATE.SHALL NOT BE CONST UED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTQRY. DATE........... , J(_, G, S ......,. ,_, Inspector .4�1....�,.� �. ............. :.. _ { j LOT NO. : ADDRESS : OWNERS NAME : SEWAGE PERMIT NO. :o6'-,98Z NEW: REPAIR: DATE ISSUED: - _GS_DATE INSTALLED: lG-9-S5' INSTALLERS NAME: /77 INSTALLATION OF: 4- ( ' 1 WATER TABLE : _FINAL INSPECTION BY: DRAWING OF INSTALLATION ON REVERSE SIDE-: i I - 1 i r v\ L a.- f ��r•A � � t VIM (T sVIM _ Iv ri Nf irLA.l. }3ado - ��`�,� _ :;.,.�_�1!�l:_�I�W �e..r:t��4i3ttl�:,�llC�f�tIG��,rf�t.... `�_ .�._nk�3.._c,.�►, t � `""�- , ,�"� _ . Y;�J.at�t�..":;3►:�'ItY�( �i�It��Y�ilt6ii'���yII�5eII�aLtiE:,tt~��5tir.�tt�i!�Ys+�1�'JYt3f�L:��:.��.:.�..a�...�s:"n.f' t *�::.r�� ) - -__ - ..����v'.�---z•-- 11I°�C�k13:�Idf�dit��1�Y�>_r�..3�,tm...f'�.':fi ..1�'' �• `' ,;,.,� ,��1 �t.i�'...�Jt� � � ��.�._9��t�.9'i'�1'lerlk3l�l.�(i111'i�1�l�ilf�l°�►tt�t#s�T�u.1.�ir... � _. .- �... �..j'� �.%. Jd6i4i64� �.BNLH�fa • •�..Jl 11 41 .' �fibil �L�. i➢[ aa�al.}. .Y4 t! '{.:. ' K `�� #'Y t�:Xy� � ,.�:.�tS:4iI'u6V�t���1�a.y.._r�►: Itlyt'.�i�;:��m_!7 'y` ,'P�'2 ®��•^�rauc�sii6�?� t ,--3..�.rsia�l� ��i�cs�i��..j��'�� �3,�'�tJM1L cJ~-d;�C�i�1�Cl�'y�a ^msd�'ati_i4 1 _ lr�' 1 � _ L` ��c a rs �ut1.. :�uOC d Gf�3C. _. ilLl ft d yl r $ qk 41 Xl-> JW P r _ Lin ka �`� y. �x.:�A`4,1 s Y�` t"��^sr y"w`y....,.�3' t��o��4 �y� t✓"�'+ ,� �;-. i..- � -; ..'..t'r3.�" ^�t��.��'�• �. *..e r,'� art,,�c� �� •�3 ��any �'� k �w � � F� ,..fir.. ��,� � � �� rr s �� F- 4 f- y✓ y O. p �3 4 i„` .M IY �.: »,. >. ;" _. �. •,•.. ,„ ... - ..:•. ..: .. ... .� .. ....... .. .. .:. .b. _ .. .._. .a:. ..:, ... .�� „fidt' \\ < cs::� t:: \ � � ;s '�� :-'.z .fin'. '�..'«a b.t ��� 4".��,• I r�' •a a��' �c�.ti, � " x�, t ���� �y ,+ & �� ,fit,�,,. ak'n } S� 3- � b y b' 3 l fR 3 Z � S - �i� f_ ZlG CC)ivr A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................ 110 mph Wind Exposure Category..................................... 1.2 APPLICABILITY Number of Stories(a.roof which exceeds 8 in 12 slope shall be considered a story) stories-:5 2 stories t� RoofPitch...........................................................................(Fig 2) ........................................... Z 5 12:12 Mean Roof Height ..............................................................(Fig 2).................:.........:..................... 17,ft 5 33' Building Width,W ...............................................................(Fig 3).............................. _ Building Length, L................................................................(Fig 3)..................................7.............. [S ft 5 80' Building Aspect Ratio(L/1111) ...............................................(Fig 4).................................................�S 5 3:1 ✓^ Nominal Height of Tallest Opening2 ...................................(Fig 4)... � S 4............................................. 5 6'8' �- 1.3 FRAMING CONNECTIONS i General compliance with framing connections able 2 '` 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................• ConcreteMasonry.............................:...................................... .......................... _6 2.2 ANCHORAGE TO FOUNDATION'.3 + . 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only C.i Bolt Spacing general (fable 4)...................... �P 5�l' m. BoltSpacing from endfJoint of late........................... .(Fig 5 ....`...........9...in.5 6"—12° P 9 J P ( 9 )... .... .... ,- Bolt Embedment—concrete........................:................(Fig 5)... ..........................................`.. � in.Z T Bolt Embedment—masonry.........................................(Fig 5)............................................n in.t 15" ................ Plate Washer.......................... ...............................:.....(Fig 5)......:.......................................Z 3"x 3"x'/." 3.1 FLOORS Floor framing member spans checked ..........::...................(per 780 CMR Chapter 55)................................... 1G Maximum Floor Opening Dimension...................................(Fig 6)..................................................O ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................... . Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................................:............. ft 5 d FloorBracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)......................: ;.� in. Floor Sheathing Fastening...................................................(fable 2).. q6 d nails at r. in edge/ 12in field 4.1 WALLS Wall Height Loadbearing walls.............:........... ..:...........................(Fig 10 and Table 5)........................... g ft 510' ✓' Non-Loadbearing walls •..............................(Fig 10 and Table 5)...........................$_ft 5 20' ............... Wall Stud Spacing ..............................(Fig 10 and Table 5)..........:........I<o in.5 24"o.c. _ice Wall Story Offsets .....::.... ..:....:.............................:.....(Figs 7&8).............................:..::..:.::.... Oft 5 d —1l 4.2 EXTERIOR WALLSs Wood Studs Loadbearing walls........................................................(fable 5)..............................2x 6 - ft 9 in. . Non-Loadbearing walls................................................(fable 5)..............................2x G -_1 ft in. Gable End Wall Bracing' Full Height Endwall Studs..........:...................::........::..(Fig 10)................................................................. WSP Attic Floor Length................................................(Fig 11)....:........................................ O It ZW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ IZ ft a 0.9W 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 @ 4 ft.spacing in end joist or truss bays � Double Top Plate Splice Length ..........:.......... ................................(Fig 13 and Table 6).................................... 4 t/ Splice Connection(no.,of 16d common nails)..............(Table 6)........................ ..........................:....._ c/ { AW,C Guide to Wood Construction in High Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(fables 7).................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)..........:...........:.........(Table 8).......................`................................ L/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ......................................................... 9)........................... Z ft 9 in.511'..... .:......_ Sill Plate Spans ........................................................(Table 9)..................................-,ft-gin.5 11' ✓' Full Height Studs (no.of studs).....::...........:.................(fable 9)....................................................... 2- ✓' Non-Load Bearing Wall Openings(record largest opening but check alt openings for compliance to Table 9) Header Spans.............................................................(fable 9).................................. Z ft 1 b in.512' ►/' Sill Plate Spans...........................................................(fable 9).................................. Z,ft [C Nn.s 12" v� Full Height Studs(no.of studs)....................................(fable 9)......................................................... 2- r/ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousv Minimum Building Dimension,W ��s 6'8" ✓� Nominal Height of Tallest Opening2 ...:..........................................................................._ SheathingType..............................................(note 4)..................:.................................. L05 P Edge Nail Spacing.........................................(Table 10 or note 4 if less) ............. in. Field Nail Spacing..........................................(Table 10)............ .........min. 3 Shear Connection(no.of 16d common nails)(fable 10)... .. ......... ... .......... ...... .......... Percent Full-Height Sheathing.......................(Table 10).. .ram. C.. .. 0!. A� ... % 5%Additional Sheathing for Wall with Opening>6' esi n Con .............. Maximum Building Dimension,L Nominal Height of Tallest O nin 2 ........................................................9 a 5 6'8" Sheathing Type..............................................(note 4).........................:...........................1 Edge Nail Spacing.........................................(fable 11 or note 4 if less)........................ in.."tl 3� Field Nail Spacing............................:.............(fable 11)...EA!on�cept�s) ............ ►Z in'...... Shear Connection(no.of 16d common nails)(fable .. PercentFull-HeightSheathing.......................(Table 1 � .........._% 5%Additional Sheathing for Wall with Opening .............. .. 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 19) ft 5 smaller of 2'or U3 .................. ............. Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors able 12 U= IV If Uplift....................................... ...... ......... Lateral............................::......... (Table 12).............................................L=L Pff _ Shear...............................................(Table 12)............................................S= '7"7 plf Ridge Strap Connections,if collar ties not used per page 21... able 13 .........T=_O_G plf y' Gable Rake Outlooker..........................................(Figure 20) .....:...... l�Sift 5 smaller of 2'or U2 ✓' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= Ib. r� Lateral(no.of 16d common nails)...(Table 14)............. .....:............. .....L=, lb. v' Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ v- Roof Sheathing Thickness.......................................... ............................................._in.z 7/16 W-SP„ Roof Sheathing Fastening............................................(fable 2)...................................................... r/ Notes: 1. This checklist shall 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 and Figure 18b 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. Co�K Col f3A t3 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Cheddist for Compliance(780 CMR 5301.2.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing 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 figures below:Vertical and Horizontal Nailing for Panel Attachment • u n s it iiF .. n H ar rl u n u u F is Il < J _ yay�k U it $� .� I IL ,. u ir t ,l +r 11 .r u v u .r . 11 u i+ n n n . n p0!l9LE tDGF ------- WALSPACMIG i See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMx 5301.2.1.1)1 1 1 � 1EDGE WTERNEMTE1 / i 11 11 1 l / STAGGERED K#A PArn3w PANEL EDGE L' Douse wlt sPAa�a oErK Detail Vertical and Horizontal Nailing for Panel Attachment BOLSE" Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP floor Beam\FB01 BC CALC®'2.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday, May 27,2009 09:46 Build 285 File Name: R Padgett—Campbell Job Name: Campbell Addition Description: HEADER AT BATH Address: 216 Main Street Specifier: Joe Madera City, State,Zip:Cotuit, MA Designer: Cotuit Bay Design, Inc. Customer: Padgett Builders Company: Shepley Wood Products Code reports: ESR-1040 Misc: NE _® w Q 4 mom; V �N V ® V m ® V " 07-00-00 60,3-1/2" B1,3-1/2" ILL 735 Ibs LL 735 Ibs DL 1,800lbs DL 1,800lbs SL 2,433 Ibs SL 2,433 Ibs Total Horizontal Product Length=07-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 07-00-00 30 10.'-` 02-00-00 2 low roof Unf.Area (psf) • Left 00-00-00 '07-00-00 15 35 07-00-00 3 ext wall Unf. Lin. (plf) Left 00-00-00 07-00-00 .80 n/a 4 attic Unf.Area (psf) Left 00-00-00 07-00-00 20 10 07-06-00 5 main roof Unf.Area(psf) Left 00-00-00 07-00-00 15 30 15-00-00 Controls Summary Value %Allowable Duration Case Spam Disclosure Pos. Moment 7,592 ft-Ibs 47.3% 115% 13 1 -Internal Completeness and accuracy of input must End Shear 3,430 Ibs 47.2% 115% 2 1 -Left be verified by anyone who would rely on Total Load Deft L/671 (0.1177) 35.8% 2 1 output as evidence of suitability for Live Load Defl. L/1,053(0.075") 34.2% 2 1 particular application.Output here based Max Defl. 0.117" 11.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 8.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 4,968 Ibs n/a 54.1% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 4,968 Ibs n/a 54.1% Unspecified (800)232-0788 before installation. BC CALC@,BC FRAMER® AJSTM, Notes ALLJOISTO,BC RIM BOARD TM BCIO, Design meets Code minimum (L/240)Total load deflection criteria. BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum (L/360)Live load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Connection Diagram L.L.C. L b .—d— a I c .J • a minimum =2" c=5-1/2" b minimum =3" d= 12" Member has no side loads. Connectors are: 16d Common Nails fi I e r } REScheck Software Version 4.2.0 Compliance Certificate Energy Code: 2006 IECC Location: Samstable,Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor. 216 Main Street Bruce&Sally Campbells Steven Cook Cotuit;MA 02635 216 Main Street Cotuit Bay Design,LLC Cotuit,MA 02635 43 Brewster Road Mashpee,MA 02649 508-274-1166 steve@cotuitbaydesign.com . . Compliance:2.0%Better Than Code . Maximum UA:50 Your UA:49 Gross Cavity Cont. Glazing LIA Assembly Area or R-Value R-Value' or Door Perimeter LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss 216 30.0 0.0 8 Wall 1:Wood Frame,16"o.c. 265 19.0 0.0 12 Window 1:Vinyl Frame:Double Pane with low-E 53 0.300 16 Door 1:Glass 18 0.330 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 216 30.0 0.0 7 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications;"and other calculations submitted with the permit application:The proposed building has bgen designed to meet th9,2006 IECC requirements in , REScheck Version 4.2.0 and top comply .1with the mandatory requirements[is in the RESchec Ins on Checklist.' �7 � K=- Ili GStC�N�(L 3 Z_S b9 Name-Title Signat4e Date Project litie: Report date:03125/09 Data filename:C:\Program Files\Check\REScheck\campbell.rck Page 1 of 3 i REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments- Windows: ❑ Window 1:Vinyl•Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?_Yes_No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Project Title: -Report date: 03/25/09 Data filename:C:\Program Files\Check\REScheck\campbell.rck Page 2 of 3 ' Duct Construction: Li Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and, l mechanically fastened. All joirits,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. O Building framing cavities are not used as supply ducts. Ll Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls;. Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date:03/25/09 Data filename:C:\Program Files\Check\REScheck\campbell.rck Page 3 of 3 2006 IECC Energy Efficiency Certificate Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.33 NA .. Water Heater: Name: Date: Comments: ,4 Stephen J. Doyle and Associates 42 Canterbury Lane, East Falmouth MA 02536 Telephone: 508 540-2534 sidsurvey@aol.com Date: May 5, 2009 To: Padgett Builders Inc. P O Box 133 Cotuit, MA 02635 Re: 216 Main St., Cotuit Roger, Pursuant to your request for info regarding the"MA Wind Borne Debris Region" I have attached the following documents: 1. USGS map data showing the transmission lines that are located south of 216 Main St.are one mile north west of Cotuit Bay. 2. Google Earth map showing the same location and distance as USGS. 3. Copy of the Cape Cod Wind Borne Debris Map. Please note that the wind born debris map shows the north west area of Cotuit Bay completely outside of the red zone.Therefore, 216 Main St(located north of the transmission lines) is clearly outside of the wind borne debris zone. Sincerely, V Stephen J. Doyle, PLS h'�. AI1114 All y1{ Iy ,e�a ..t +. „, ,i 1 ���^rrr+r 1 iw`�'a'`+ � yM.� 't �t�i t•. Yt � ti!„Ya � ,1.� k'.•t �- '1 � °` f W;t''./1 Y i�jnp,� a v r, id x`�'•n, 5!f �w f ( raa. ^, �r .� Yk� �.ir a ':� +��{ 2}!�, :p � :t �•1 2 -� : Vim+.� '1 ,A t �iY, +�' .. a �.t.'i A'. _ !� j 'mot' •��:' i\4.r f:. •q �� y s�N. �`C ���':'>R i't �"P �_ � 1 ! a� �...� t: rZ' IF 4 .4 �g '� �<¢Y rr�'� �� � °R�' �' F��� •+ �.i t, f F}� �'L� �`"� {st'�-s�T'`i�^, 4a �'s �}� �". fi�a�t * f �vF w` k a isa{ sitn�l> k ,4 YYF Kt� } ,/ 7A � q, 't � �tj 'Sfi ji. . � �q l :• d �_� ,�. � r) ap ji `( r y et''d <� + �. >•t � ;-j:�J ^• ��� � '�! '�k i fi P ,°,t, �Y n, 1 l,. �.'�. F�r'•m \ 44 �T�7� ,'�Rfi �• t�. :�lNli�i. � /.�� r�j t T' �f S y`W'� ''�' .'+ . (.4 a6 7t O.. ,4 y., ,�. ♦q !/ ' �+,! �` her u ;4} t' � t• U7-� i Sw Y'`�l�L t^ 'r4�`%a%t`, � Yy � ♦ ` �tr: "`fi C: ��%`��.� ham,l `.r�►' �► �„^e �I � ,xaa<►rsr e. f�6 t 4 ar sue: r 0 !� t S � T A li tit r n9t F. � ,�.✓�'J'"��� � •,c .� � cap. r. t,`4 s`w�< r�., .... Ci n t' Ot 4E MILE FROM COTUIT BAY TO TRANSMISSION WVk,,E CPA�CC 15LA C < • `<_, �. � ^tip �� - r i "./��• Art ,.- k. `� _ � �is (•� ., _ �w�,� - ,e��_ c, Y •;hr•s.a Pr�rureecsc4 Beach � • � I pe 1Ysw! � •� '�' Kori lyYJ� {. p 112 1 MILE MN 1 Up0 0 1(MR1 tam moo aaoo FEFi }6+` l'11 P[mted from TOPOI®1998 Wildtbwer P,odtCtiona(tvww.topomm) NOTES: V 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS - 8 DIMENSIONS IN THE FIELD Z EXIST. EXIST. 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, C7 DINING LIVING DETAILS,&FINISHES IN THE FIELD WITH OWNER ° - 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT _ FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR O¢o c °xI'T /Ewsd I 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS >-S STATE BUILDING CODE,SEVENTH EDITION J Ewsr. exlsr. 6.) 110 MPH EXPOSURE B WIND ZONE,1.50 ASPECT RATIO FOR NEW ADDITION ONLY _ ,y' N 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY d o EXIST- .•—Tcoo SEE cE SET 6.) THE NAILING SCHEDULE ON SHEET A3 TO BE FOLLOWED WITH NO EXCEPTIONS. KITCHEN y DEVIATION FROM THIS SCHEDULE VIRLL REQUIRE ADDITIONAL METAL HOLD DOWNS O m¢=Q 9.) SEE CERTIFIED PLOT PLAN DEVELOPED FOR ALL DETAILS ON THIS PROPERTY V I I 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL O I II EXIST. II EXIST. _ SIMPSON COMPONENTS O Moe I I I STUDY I I FAMILY - 11.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS n ROOM - 4 c TO BE 3000 PSI 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS WI OWNERS ON THE SITE 6 I I I I DURING FRAMING CONSTRUCTION 13.)ALL SINGLE WINDOW 8 DOOR ROUGH OPENING HEADERS TO BE 2-2 x 99. _ �: 1 NEW Mw.n EK NF"E,x.Al2— �_H ND _ MEATIER o IMPORTANT FLU Q NEW ANDERSEN QO h ICLOSN ANY CONSTRUCTION THAT INCREASES LMNG SPACE N ov�€R 6EYaND 1200 SO.FT.PER LEVEL MAY REQUIRE THE A z: zEa o s-n• - * INSTALLATION OF ADDITIONAL SMOKE DETECTORS o s _ . ' EwuE s, ac - NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE o NEW INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL DECK 'S "PERMIT DOES NOT SATISFY THIS REQUIREMENT r NEW zvTso LAUNDRY " � fo PNT 00 R T-1P • O 6 Z Z C) S3 B-Z •S l C/) PARTIAL FIRST FLOOR PLAN OPTION w z LEGEND: O EXISTING WALLS r CONSTRUCTION TO BE REMOVED 1W-�' Q RM NEW CONSTRUCTION Imo, U CV WINDOW SCHEDULE SCALE: _ - Y TYPd MANUFACTURER'S UNIT ROUGH OPENING REMARKS 1/4"- 1-0" A ANDERSEN CW 135 2'-4 7/8"x 3'-5 3l8" DOUBLEHUNG DATE: B TW2846 2'-10 1/8•x4'-9 1/4" DOUBLEHUNG TI@pESIONEASMPLLDENOTIF®If ANY 4/2/2009 C EXISTING (MEASURE EXISTING) I DOUBLEHUNG ERRORS OR OMISSIONS ME F""ON THESE OR-PRNIR TO SIMT OF 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS oN ESoNTHE EEFORTORTDwNTMrTOR CONTEM DR LLTRRE TIONTHHEAWINGNO.: WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS IN THESE M.N.IF CONSTR-0N 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/FULL DIVIDED LITE COEOI R O MY ERRORS OYPoGTI,E A 1 OESGNER OF ANY ERRORS OR OIYSSDNS GRILLES.LOW-E HP 4 SMART SUN GLAZING.CASEMENT WINDOWS TO HAVE TRU-SCENE SCREENS TMESE OMYMOS MESOLELYfORTHE USE DOUBLEHUNG WINDOWS HAVE STANDARD SCREENS&6/1 GRILLE PATTERN THESE H THE PROPERTY NOTED.ANYOTHERIISE OF THESEDRAWITHE DESIGNER THE SWTIEN ARONSEMOFTEDONDERHTHE-1- Co- PROTECTION ACT OF,m x ' NEW ANOERSEN Q Q ry o ' TW A36WWOOW W/ • � �O - NO WINTON EXIS B-0 } �[v=oln F,mNvxX �x � /—NEw w.XEamon eoANos OQ�d¢ ♦ - iOP OF PIATE M ®® ®® NEW WC SMNOLESIOIN6 I I TO MUTON EX6TWG VY u wovEN coRNERs F FlRST FLOOR p ' Bil00R_ - OO a 0 RIGHT SIDE ELEVATION OPTION #2 12 FM i Zz ° . - - • EXIST.- - x Q TOP OF RATE m ® ® zUN F} SCALE: y FlRSTFOOR 1/4 = 1-0` - SUBFLOOH _ -— - - DATE: 4/2/2009 EXI—WINUOW TD ;�sN�,�"�"T LEFT-SIDE ELEVATION OPTION #2 DRAWING NO, . � ._ A2 LL U) (J�o� LYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: 0. ® ® ® ® BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED% W FIRST FLOOR LEFT SIDE 36% E6% _ W FIRST FLOOR RIGHT SIDE 36% 5E% YJO .�- d ao00 • NEW ASPHALT ROOFSHwIE =NT l +FIRST FLOOR REAR1B% 69% ��j�I%]J/ w E'OD .. NEW CIAbSOFFR / 0 Q2Q TOrurcHm— NOTES: U 1.USE E"EDGE NAILING 8 12"FIELD NAILING SPACING ON ALL WALLS ® 21S0 ASPECT RATIO FMIFM M ® U 0 NEWW.G SwNGIE RMNG 6EW PATp DOOR EA DECK 11^I REAR ELEVATION OPTION #2 TO MATCH 6TRJGWI'I a N • NAILING SCHEDULE Q 110 MPH EXPOSURE B VVIND ZONE- JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING . O BLOCKING TO RAFTER(TOE NAILED) Zu 2-IOd EACH END RWBOARDTORAFTER(ENDNA6E13) 2-16E 116E EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE NAILED) -_ 416E 5-Iw ATJOINTS Zy /� O STUD TO STUD(FACE NAILED) 2-16E 2-16E 24'vc HEADER TO HEADER(FACE NAILER) 16E 16E IT—ALONGEDGES - FLOOR FRAMING: JOIST TO SILL,TOPPLATEORGIRDER(TOENAREU) 4BE 410E PERJOI6T - - 4 �I ch W -. _ BLOCKING TO JOISTS(TOE NAILED) 2- 2-tOE EACH END SLOCKINGTOS6.LORTOPPLATE(TOENAILED) bIw 416E EACH BLOCK m - LEDGER STRIP TO BEAM OR GIRDER(FACE NALED)r }16E 416E EACH JOIST Q JOIST ONLEDGERTO BEAMITOENAOED) 30E 31Od PER JOIST 1 BAND JOIST TOJOIST(ENDNAILFD) }16E -wPNIOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAPEDO 2-16 E 316tl PER FOOT - ROOF SHEATHING. .r WOOD STRUCTURAL PANELS(PLYWOOD) . RAFTER SORTRUSSESSPACEDUPTO16'— BE IW 6'EOGETr FlELO RAFTERSOR TRUSSES SPACED OVER I6'oc !b 10E 4"EDGEI4'F CO) GABLE END WALL RAKE OR RAKE TRUSS WOO OVERHANG w 1OE 6'EDGEACFlEiD GABLE END WALL RAKE OR RAKE TRUES BE 'OE 6-EDGEITFOBD W CD W/STRUCTURALOUTLOOKERS INSTALLTWO FOLLNEIGHT bTGD56 TNOJACN �+ - GABLE END WALL RAPE ORFEE TRUSS W/LOOKOUT BLOCKS w IOE 4"EDGFJP FIELD - 6TU0 AT EACH SIDE OF ALL ROUGH OPENNGS Z U CV CEILING SHEATHING GYPSUM WALLBOARD SE COOLERS' T EDGENO'FELD SCALE: wlNoow AA -�//11 WAIL SHEATHING: - l/y— Y-0" WOOD STRUCTURAL PANELS(PL W000) 2Z6WALL - STUDS'SPACED UP TO 2E"O,c 6E I, , IOE 6"EDGEHTFEID IN 12625W FIBERBOARD PANELS SE — TEOGEITPELD DATE: 1rr YPSUMWALLBOARO WCOOLERS — TEDGENPREU) JACK Sfw ,1 �1 (BODGHOPEWNG) 4�2/2009 FLOOR SHEATHING' WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS 6E 10E TEDGEMr REID DRAWING NO.: ' GREATERTHANI"THICKNESS 10e ,6E 6"EDGEIS'FIELD STUDDETAIL (ALL WALLS) tM� {. AV EXIST. V BASEMENT CRAWLSPACE Z U 2x+0 RAFTERS ASPHALT ROOF SIONGES Q v 2 I?cox—OwSHEATWNG Q O p N TCFMATERSNIELDWBW,EROOF Q�4Y z B BLOWNG TO H � PREVEMYAND ALUMINUM GRIP EDGE m�L)...'�CO��' - WASWNO VI LJ2N� NM— A SOFFITDETAILS x J SniAPPINO MT TO MATCH ExISTmG ES • .. £ +?GYPSUM BOARD NEW 20M HOFFRVFN,S ��J a F NEW a @ C:) CRAWISPACE TYR 2.swA s Fy SMPSONn 2s HURR CANEt flS V P�°1 DETAIL AT WALL SCALE:vz-=r-(r NOTES: _ ursTAu saANcnoR eousA MA,L 1.SEAL ALL JOINTS,SEAMS,&PENETRATIONS IN THE MACE 800LT5 w°S —iT c-+sof Es BUILDING ENVELOPE TO REDUCE AIR LEAKAGE COR—MD TO A B-MMMUM OEPTH SEE SECTION 6106.3.31N THE STATE BUILDING CODE A o A5 Oo e IAOrnnOp - F.y.) y ' ANCHOR BOLT PLAN EXIST. EXIST. BASEMENT CRAWLSPACE LLAP01 NEWfOLRI M-N SIWSUI2l MIGHzteWIOEOPEIBNG PT.2x,0,EDGERBDA1a)UGBOL TO TOEMST.FOUNDATpN WALL NFXIST FOUNMTroNFORACfESS SOLA8L"MNGW/11„LE8GEI0.DRBOLTb r -, TOPA BOTTOM P 1-AC WIJ03VSMPNGERS ATBOTN ENDS _W W e IMDNEW CRAWIs ACE USEJIf A1FJL SPACERS BENWDISIDER W SIM GON BP549]BEPRRGTMTFS ` BAPRYFLASIBMD TO SHEOWAIER 8 Y RACE BOLTS WITN,NB-+S OF FACII V . CORNER ANDTO AB-NWIMUM DEPTH z O , I NRY2ctaA t6-nc I NEW P.T2 8e +B-ee - - - 1`••�I � F�u _ • MDSPAN BLOCgHG� SY ec �N T _ 4 I I I I I B xs l j CRAWLSPACE I NEW-PT .8 Elb .Z VEM (7 CONC.SLAB) qQ �•(� u v a Pfo � IT ANCHOR BOLT DETAIL W d - NEW B'z+C CONCRETE n fOUNDATroN FOOTWOS — tP BELOW GRADE--I N—F.T.2 ~ SOLID BlOC10NG -- — NEW PT 2zes --- 8z18 - b x BL ^ v N ioLar eRArs® sonorueis Toiv eEi SCALE: tCen A ABU66P09TBASE ST—MICNORBOLTSAT9e— I/4 =Y-0" ♦. • - + ?PT 2z IQa W/SMPSONBPSYBOO—RATEB NEW,P ON CONLRE+E T-11- IA PLACER-.T A.'-+SOFEKN SONOTUBES To t4 BEIDW CORNEA AND TOAB-MIMLIUM OEPRI DATE: GR-E."1 BSI0.RE ON T3 ,a-T T8 P,T.2x GSRL WISFMr-]t 4/2/2009 ' 4 e.ro- Ir-+ae +ss b DRAWING NO.: _ NOTE-DROP TOP OF NEW FOUND TO NEW SUBFLOOR ATION FOUNDATION/FRAMING PLAN ANCHOR BOLT DETAIL MATCH W THE A4, D(ISTING SUBFIOOR ryFRIFY M FIELD " � - IF REQUIRED). � SCALE:1/Z'=1•-0•• _ C) L � z U In m _ WoP C]ao Q ! 9' p3w� m w ro 5 of Eq off E^DO<nX UUQ�a� SODD]16BLOCgNGMnIE OUT90E as @4R - ..FTFRbLEIUNCXIIGiDaYS - ®a0' .,bLLOW SPKEFOR . FLOW ON THE UNOEASgE OF ROOF ' SHEATIONG OO I� G 1'S (, . A5 CH OVIIDOffER - - - �' ' an�DETWLro - (BLCKASNECG - (BLOLKAS NECESSARY) - (ADDiTxM) - ROOF FRAMING PLAN NEWRooFcoNST. -Ja f0 ROOFRAoDROC sMA 1Q CDx PLY W OOD RODF SNEAT W NO s. :;`E1.BA NG Eb EXIST NOTES: {- Ti MbuIA—(R=3M M O (� PJAPMl ,RRICINEwPJ BEp 00 - i.)ALL ROOF RAFTERS TO 8E 2.10's - - -AT nIL RAFTER ENDS UNLES OIWSE NOTED 2)UEMR15HURM CANE CUPS . --gPREorwvwAivEERN srfeaEFlIOwEV ONe RIAEPRIoEaRFS z 'h 21 AALRAFTERS 12 ENDS ;NEW za bbl.00gNG FOR WIRlY A NG -F LEDGER Ve I-7� Z 3.)VERIFY GUTTER TYPEAAYOUT xabRAF YAO56PASLIA • - Wl OWNERS .rD 1MTYH EJ64TDIG O 0 TOP OF PUTS NEW 2z Bt�f6oR .. SKEW TDIA ~4 U) fWl OFFIi VENTS- NEW NEW WALL CONST. " 'zbSNDS®16 o.c NEWT?GYP GD ON Q I� . N lI RTWOOD 9R 11mlD JSTRAPNNG®16oc G° � Vl ' 4 6'BAIT INSDUnp1(R�191 EXIST. �-1 .µrr GYP BD- NEW BATH D. STUDY .G.sfoxGfE s'aNG m NAroN E�asr. W f -T EK Noum wRM FIRT FLOOR EW WTB GAOVANIEGI NEW 2a8w_ qQ SURFLODQ S DFLOOR-GLUED bN .ED °- RT 3z bSRLVOSFAIER 3a fOz 16'ec S 2x•®15-oa - Ws Msuunon'NEW oPEN..�� FOUND.WA CRAWLSPACE �� U N ° CO —oiMGJ zL°"L.une EXIST.FULL BASEMENT SCALE, 1/4'= 1'-0' _ -NOTE:DROP TOP OF NEW FOUNDATION '- - TO MATCH NEW SUBFLOOR W/THE DATE: IF REUU REDBFLOOR(VERIFY IN FIELD 4/2 /^00^ A BUILDING SECTION @ NEW MUDROOM DRAWING NO.: A5 09/19.,/2009 12:45 15085390557 PADGETT BUILDERS PAGE 01 `TOWN.OF BA.RNSTABLE PH I. � PADGETT BUIEDES� y � CUSTOM HOMES &ADDITIONS P. O. Box 133 CotuN, MA 02635 508-428-0001 SM539-D557 WM PADQETTBUILDER8,COM Bob McKechnle Padgett Builder's, Inc_ To: Building Inspector— From: Attn: Rob Padgett Town of Barnstable Fax: 1- 508-790-6230 Page: One (1).of Seven (7) Phone: 1-508-862-4033 Date: 9/18/09 Tom Perry Building Commissioner 1Mind Blown Re: 216 Main Debris cc:cc: Town of Barnstable Bob, Please believe me when I say this Is not personal, but as a representative of the Home Builder's Assn. on Cape Cod, and the person that filed the successful Appeal of the original 70 Edition wording,that In- essence reduced the wind blown debris area down to the mile distance, I must take exception to your IMerpretatlon of the BBRS Code requirement. When filing for the Building Permit for the work at 216 Main St., Cotuit,we were very careful in our Instructions to the Civil Engineer(Stephen Doyle) as to the Code Requirements. Much discussion ensued. Mr. Doyle took the position—as outlined in the attached six(8)pages(which also accompanied the Permit Application)-that 216 Main St.was glggdv outside the one mile debris am$R dstined by "Definitions"-Chapter 6Z and the FAQ response from BBRS. Mr. Doyle's stamped Engineered Plot Plan also showed In color both a Locus Map and overhead photograph confirming the lot's location north of the power line easement. Because I disagreed with your original Interpretation that the Town considered everything south of Rte. 28 as In the One Mile Zone, I presented all of the attached to Tom Perry,who I now believe Is having the Town Engineer's produce a definitive map based on the coloration one from the BBRS Web Site.The Town of Falmouth has done this, and It Instantly precludes the kind of discussion we are,,having'now. ether or not I pay the Engineer an additional$300.00 to show the distance in feet, or whether or not I nd about the same amount for plywood and screws is beside the point, I just do`not want to be the fre o allows a precedence to be set. Incidentally, It is not meverything north of Rte 6 either. Thank you, Robert R_ Padgett President Padgett Builders, Inc. tP 09/18/2009 12:45 15085390557 PADGETT BUILDERS PAGE 02 F Stephen J. Doyle and Associates 42 Canterbury lane, East Falmouth MA 02536 Telephoner 508 540-2534 sidsurvev@aol.com Date: May 5, 2009 To: Padgett Builders Inc. P O Box 133 Cotuit, MA 02635 Re: 216 Main St., Cotuit . Roger. Pursuant to your request for-info regarding the"MA Wind Borne Debris Region" I have attached the following documents: 1. USGS map data showing the transmission lines that are located south of 216 Main St. are one mile north west of Cotuit Bay. 2. Google Earth map showing the same location and distance as USGS. 3. Copy of the Cape Cod Wind Borne Debris Map. Please note that the wind born debris map shows the north west area of Cotuit Bay completely outside of the red zone.Therefore, 216 Main St(located north of the transmission lines) is clearly outside of the wind borne debris zone. -1 8I 0 PA,Is I _ p e Sincerely, � 2v�/LrT 1 {'LI�.1"�Cld rJ Stephen J_ Doyle, PLS c� m Qa . LLJ Wind Borne Debr is Definition C0* de Change r� In Cha ter 52 DEFINITIONS add p WIND BORNE.DEBRIS REGION. Areas within hurricane-prone regions within one w mile of the coastal mean high water line where the basic wind speed is 110 miles per hour (177 km/h) or greater; or where the basic wind speed is equal to or greater than 120 miles per hour (193 km/h); or Hawaii. The coastal mean high water line, in the Massachusetts IL 110 mph wind zones, forms the outer edge of the red bands- overlaid onto the satellite images found on the MA Department of Public Safety website at www.mass.gov/dps. For estimating purposes only, the inner edge of the red bands is approximately one mile inland from coastal mean high water. To determine whether a building is in a wind borne debris region, the building official shall use a survey, provided with the permit Ln application and the building plan, which indicates the distance, in feet, from the location of the proposed building to the closest location of the coastal mean high water line as co described above. FA Ram 138p, N Cn Nrt � is o/Z O T �`, (,�r,.il� j Rk-7Cj r bpi . m LLI IL <r 43 FAQ* : Wind . Borne Debris Regions C� Question: I understand that the BBRS has'added some clarity to the definition of wind Borne Debris Regions. Can you tell me where this can be found? Co H Answer: A code change approved on December 11, 2007 changed the definition to read as shown. on the next slide. Per the definition, a survey of the building site may be necessary in some cases to determine if a new home is in a wind borne debris region. But in TP ARsMases where a structure is cl rl within, or outsidCoT7awind borne debris egion a survey is not re uired. Also, Wsc ange and other code c anges can be found at the Department of Public Safety website www.mass.gov jd s L, Lo Co m .. � UrT F j� ST 0 cT r *cn Answers to FAQs are opinions of the MRS Staff and do not reflect official positions or code interpretations of the BBRS_ m Y., uO .�/v1j fYl l� � /rvl C<1 t.!)h� 11�1 ITN Loci:ons i I I m �1 W. ! 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INSTALLED IN COMPLIAN WITH TITLE 5 Z 333 ST4DLE, A v- MAGIL House number ....... ........ ........e..... 1639- AL CODE ENVIRONMENT Ar 0 MLATIONS B.A R N E TOWN F BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..... ......)(A .......ffk.NWA .......... ........................ TYPE, OF CONSTRUCTION ............W.4?R.b....... ................................................. .......................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....j-g�k..... ...... ...... 4� ................................................................................. r . .191` ProposedUse ........Pftmr....&!RA?...................................................................I.................................................................... Zoning. District ...................fl.r.........................................Fire District ....................................................... Name of Owner .....4.emci,.......... ...................Address ....... ......4&&. Name of Builder ... ........ 1-7 .....................Address ...f�7 gt(g)- 1................wi�_ . ...... I ..vff�ff.Z;fw Nameof Architect .............4�....... ......................................Address ..................................................................................... Number of Rooms ............/ 4 A....... ................ ..............:.......................................Foundation ..... ... Exierior ................0...0...0.4.... ...... ...Roofing ........... ....... ......................... Floors ................// Z.............................................................Interior .... ........PW. .C0-77 A q.!................................................ Heating ................................................................................Plumbing ............... ................................................................ Fireplac e ................. ..6......................................................Approximate Cost .......... ............................................. Definitive Plan Approved by Planning Board --------------------------------19--------- Area AeVY................2;1_� ............ Diagram of Lot and Building with Dimensions Fee ...14,14;1.............................. SUBJECT TO APPROVAL-OF BOARD OF -HEALTH —T-6, OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .............. ......1 .................. .. ................... -Construction Supervisor's License ....... .......... CAMPBELL, BRUCE No ..28507.... Permit for ...guild...Addi.Uqn.. Dwellin ............... ...... .9................. .................... Location ...2.1.6..MA in...S.t.ree.t............................. ...C.. ' otut ........... .... .......i....................................:............ Bruce :-CaRip:��� Owner Campbell.......... F.KmW.............Type of Construction ........... ...................................;........... ................................ Plot ............................ Lot ................................. Permit Granted ......October. . . ...9 '19 .1............. 85 'Date of Inspection ....................................19 Date Completed ...e............ , ..........19 % ,;tom > 1 `Assessor's map and lot number ..�� ...'........ ��. �' �'->,O - g1 f p . Sewage Permit number .......... -�... �'g ...................... e �.1..1:/ dw? . . 9 H9HHSTODLE, i House number ....... .. ......... .................................. � ,..-: woes OOs,1639. 9� 'EOYPy a` TOWN OF BARNS fTABLE r BUILDING 'INSPECTOR .:.APPLICATION FOR PERMIT TO ......... t4.�........ Z:u. �....... j TYPE OF CONSTRUCTION ............W.4..P.6...... fit............ µ ...✓...~... ....195. TO THE INSPECTOR OF BUILDINGS: `. The undersigned hereby applies for a permit according to the following information: Location ..... �,6�... ...... .......... ®Tui7..... l; ............................................ ......................Proposed Use ........ Q.0............................................................................... . ..........................I......................... Zoning District .................... ..r........................................Fire District �Tltrr' .. ................................:................................. .......... Name of,Owner &9C.i........... ! ?!/I P>E44............... .Address .......1.� .....A�t4Hi/ �1)RFc?..�....0 c)7-V rT ... J .. Name of Builder ... lffTfHf/F:T......................Address ........................ 1�11 . lv.dt°ni0�!?tX. oNi Name of Architect 414- Address ...............:.... Number of Rooms ....................................................................Foundation .....1�... du " .°CT .............:.. Exterior ..............�o.J.....0..•rr.�ffX...... ...............Roofing. ........... S.......................... '�11N :Interior Floors .......................�c�. ff ........................................................ Heating ............... .. .................................I.......................Plumbing ....................................:......................................... Fireplace pp 4 ......................�.lJ.......................................................Approximate Cost /.�O cM O � Definitive Plan Approved by Planning Board ________________________________19-------- . Area /.�?,tr��� ...............a� y..... Diagram of Lot and Building with Dimensions Fee ... Cl.;'— SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 7z a ro OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of.Barnstable regarding the above construction. Name .... flrn .. Construction Supervisor's License ........9 17.y7 CAMPBELL, BRUCE A=023-015 No .....ZU50.7.. Permit for ...Bu.i.ld...Additi.on.. Single Family Dwelling ................. .. Location 216 Main Street ................................................................. Cotuit Bruce Cam bell Owner ........:....................P.................................... i rame Type of Construction ....F...................................... ' ................................................................................ Plot ............................ Lot ................................ Permit Granted October 9..........19 85 Date of Inspection 19 Date Completed .................:....................19 A TOWN OF BARNSTABLE BUILDING'PERMIT APPLICATION O Parcel �ZF� SEPTIC�s`������7 MUST If mit# Tt_� �o QNSTALLE f '100n��LIA�tt► Health Divisionc1-���-a �� y ���,�,. d` LE 'Dd9 Issued �-�— " 05 Conservation Division I' ENV6FIO a 6W��� L��CODE 10, qqg Tax Collector..I,. Treasurer . Planning Dept: FCd 79, Date Definitive P A -roved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address I(� J�1►�� �fij'. Village (.Z 1 - Owner RuQL A-1-41) SAW-1 C1'IYYIPCfk1--L, Address SSE Telephone (SOB) 4 Z8 J„0 7 2 S Permit Request &It- (D�nc)wls-t� /�rJ /� D E-TKkt_-O Ce4RAC4 t a�rR1 FGt MSG 5ToRN E Lo F-r OvM Square feet: 1 st floor: existing proposed `t3 2 2nd floor:existing- proposed 11 y Total new Estimated Project Cost-? Zoning District F Flood Plain C- Groundwater Overlay Construction Type WtV-1) RA-me r Lot Size 0 5 v S E t r Grandfathered: 0 Yes O No If yes, attach supporting documentation. Y Dwelling Type: Single Family Two Family 0 Multi-Family(#units) Age of Existing Structure 404 Historic House: ❑Yes IgNo On Old King's Highway: 0 Yes VU-No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other E Ros-r(.t/t Ls -i 6LA. Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new t Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 0 Oil ❑ Electric ❑Other Central Air: O Yes , ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing %new size' Pool:❑existing Cl new size Barn:Cl existing 0 new size Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes I�No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION. c� Name r6,WT I Telephone Number (SOS) -coo f Address 'ALi.-Upcwzsc License# TO, boX t 3-3 ��`� SCI�GiTTt 57 Y Home Improvement Contractor# ./00131 CBRk i-T, MA 01,635 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �1TC, /W-To 0atJ57e-aaio,.1 WiLL TRKZ om SIGNATURE DATE '2-I`f a-o FOR OFFICIAL USE ONLY - - -PL' IT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS '� —'VILLAGE t _ t' •-* as h y F t ii - . .J �s ' _ , ... • - OWNER rF DATE OF INSPECTI FOUNDATION. FRAME � �... " � .. - ar , - � • • � '• . ! _ ° 'INSULATION { FIREPLACE + - ' ELECTRICAL., _'ROUGH ` FINAL 4 _ � PLUMBING; ROUGH [. FINAL _ - I w : GAS: ~®ROUGH FINAL + - FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. r r i4fdy F4�.b•1. 1 ;� .. t - � f l I I � ti rI I —•tc '�� t 7Y +� i�� ��� 1>f✓ F.a. d f� t-Ar 1. i - j I u•.1.. .....,. I � �c: \, �..a._<.,o. c � 1 I tttl j', ,�{ �-..e Lam::- � j <— �- -- -_-.... �F ��.__ _. �h .___ _I _- ♦ �ld..w:M�Q' � t I �n'i�r evv�•u�.0 I °�iR A' �rtcSt.F<tt`a� Il�.'Sr �x�- i_i.:;,, •sFrrr�:t�n xlcr."�..itnly � /� s x .�' 4-6-k nw AJ qa{.g '6y• �y Y �. � �j M 6 �q r .s P � 1• I { R'r i.; Ym4r-O& 0"egf4s�, INC. P.O.Box 133 Cotuit, MA. 02635 Telephone (508) 428-0001 Fax(508) 420-0117 February 4, 2000 Richard Stevens Building Inspector Town of Barnstable Hyannis, MA 02601 Re: Demolition of Detached Garage 216 Main St. Cotuit, MA 02635 Dear Mr. Stevens, Padgett Builders'Inc. is applying for a Demolition Permit for the purpose of razing an existing dilapidated detached 12'x 24' Garage in Cotuit for the purpose of re-building it anew. The Demolition Permit Application requires Certification that the Gas, Electric, and Water are shut off to the structure. As the existing Structure (to wit-the detached Garage to be demolished)has no Gas, Electric, and/or Water, I then Certify that they are in effect, shut off. As an added precaution, Dig Safe will, of course, be notified prior to demolition and/or excavation for the new Garage frost walls. If further information is required- or further iteration needed-please do not hesitate to contact me. erely, f t Robert R. Padgett i President Padgett Builders, Inc. cc: file f Property Location: 216 MAIN ST SANTUIT MAP ID: 023/015/// Vision ID:1236 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 02/04/2000 . . . .��. .,• `.,,,, k 11,11 � .,;: lElement� Cd. Ch. Description ommer cu: ata ements Style ype 16 ConventionaF-- ement Gd. jUh.I Description Model 1 Residential Heat Grade + + Frame Type Baths/Plumbing Stories 1.8 1 3/4 Stories ccupancy 0Ceiling/Wall 1 ooms/Prtns Exterior Wall 1 14 ood Shingle /o Common Wall 20 10 2 Wall Height BAS Roof Structure 3 able/Hip BAS Roof Cover 3 sph/F GIs/Cmp BMT Interior Wall 1 5 Drywall 2 3 rywa Element ode Description actor^ 1 Interior Floor 1 12 Hardwood Complex 2 Floor Adj 16 Unit Location eating Fuel 3 Gas 2 Heating Type 4 Hot Air umber of Units C Type 1 None umber of Levels 36 S /o Ownership Bedrooms 04 Bedrooms Bathrooms 1.5 1 1/2 Bathrms 11 1 Full+1H �� na �. ase to " 2 Total Rooms 9 9 Rooms ize Adj.Factor 1.03483 15 Grade(Q)Index 1.06 Bath Type Adj.Base Rate 52.65 7 Kitchen Style Bldg.Value New 101,667 Year Built 1922 1 10 15 ff.Year Built A)1964 rml Physcl Dep 3 uncn]Obslnc con Obslnc pecl.Cond.Code a Spec]Cond% Code Description ercenta a Overall%Cond. 72 Single Fain IOU eprec.Bldg Value 3,200 R . ,, h Code -- Description LIT units Unit Price Yr. Dp Rt %(-nd Apr. value Garage-Avg Code Description tvtng Aren rosyArea Area nit Cost n•eprec. a ue BAS First Floor 1,035 TV3-5 , 493 BMT Basement Area 0 795 159 10.53 8,371 FEP Porch,Enclosed,Finished 0 80 56 36.86 2,948 FOP Porch,Open,Finished 0 105 21 10.53 1,106 PTO Patio 0 240 24 5.27 1,264 TQS Three Quarter Story 636 795 636 42,12 33,485 t Ciross LtvlLease Area IUI,667 Property Location:'216 MAIN ST SANTUIT MAP ID: 023/015/// Vision ID: 1236 Other ID: Bldg#: 1 Card 1 of 1 Print Date:02/04/2000 y - v d -RP o VH `.r: .. a e f ,3 fps., ✓ a x a f "J. i ,��. � .-8 eve u is a e Description code Appraisedvalue AssessedValue 16 MAIN ST as ave 801 OTUIT,MA 02635 ep�c SIDNTL 1010 73, 00 73,200 SIDNTL 1010 2,500 2,500 Barnstable 2000,MA PHI libbb �. .�.. �i ccoun an Ket. Tax Dist. 200 Land Ct# er.Prop. #SR I S I ON Life Estate DL 1 Notes: DL 2 GIS ID: Tot.111 56,2001Aj� , /," i 4 79,500 Yr. Code Assessed value Yr. Code Assessed Value Yr. Code Assessed value T9" 1010 > > 1999 1010 93,7001998 1010 93,700 1999 1010 2,0001998 1010 2,000 ota: , ota: 176,200 Total ' 4 '' �:. ,fi . ; . . is signature acknowledges a visit y a Data o ector or ssessor ear lypelDescription AMOunt o e Description Number Amount Comm.Int LU Appraised Bldg.Value(Card) 73,200 Appraised XF(B)Value(Bldg) 0 ota: Appraised OB(L)Value(Bldg) 2,500 Appraised Land Value(Bldg) 80,500 AS 1 .j. ,..,� �� .:.. Special Land Value Total Appraised Card Value 156,200 Total Appraised Parcel Value 156,200 Valuation Method: Cost/Market Valuation Net TotalAppraised Parcel a ue , P , y ' Permit ID Issue Date lype Description Amount insp.Date o Comp. Date Comp. Comments Date ID Ca. PurposelResult eas is e B28507 10/1/85 AD 15,000 12/15/85 100 CO ADWN k"b" „ Iff i' TV Hil use Code Description Zone D Frontage Depth Units Unit Price 1.Factor S. actor �. otes- pecea nczng �. nu nce an a ue 1 1010 Single am , ., o es:IU IBLOU 7U,UUU.UU , 1 1010 Single Fam RF 2 0.50 AC 30,000.00 1.00 5 1.00 06AB 0.70 PCL(.50,U11)Notes:11 1RESI 21,000.00 10,500 Total Card an nits arcet jotat Landrea: Total an a ue 80,50 Ap PARCEL 1 / PAM - - / MAIN ST RERT , NOTE.- RECOMMEND 'INSTRUMENT SURVEY. RES. ZONE "RF". This MORTGAGE INSPECTION Plan is For „ „ Bank Use on1 FLOOD ZONE- C TOWN: _� _TflIT_- --- DEED REF: __37-1?j��4 --- -- ---- REGISTRY pWNER: � {lQ _ _ A,GZ,X_. 'A�P�FJ ------- DATE: 4 --- ------ ----BUYER: _REF_L ,4ArCZ ----- `��� ------------- ---------- {------------------;----------- ------ ----------= PLAN REF: _IY9__P_�AN___- __ __----__SCALE:1 6 _.FT. I HEREBY CERTIFY T0- AlEjj��___ kk of --- FOR SA I�INCS BUILDING. 1111011 11 SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS o`'���`PAUI.ASs9�yG YANKEE SURVEY SHOWN AND THAT ITS POSITION DOES '---- ,CONFORM A 'CONSULTANTS TO THE ZONING LAW SET BAQK REQUIREMENTS OF THE ; -. TOWN OF ---�BBN,'�________ AND THAT MERITHEW 143 ROUTE .,149 IT DOES_ N� _ .LIE WITHIN THE SPECIAL FLOOD HAZARD j A No. 32098 0 MARSTONS MILLS, MA 02648 AREA AS' SHOWN ON THE H.U.D. MAP DATED /_l ' �s �E�►STE��� TEL: 428-0055 s Cmmuni — 't Panel 250001 00,21 C ��-- �'�NA1 U FAX 420-5553 �—p ----- THIS PLAN NOT MADE -FROM AN TRUMENTtSURVEY NOT TO BE USED FOR FENCES ETC:- B425 DPG ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE square feet X $55/sq. foot= GARAGE (UNFINISHED) square feet X $25/sq. foot= PORCH square feet X $20/sq. foot= DECK square feet X $15/sq. foot= OTHER square feet X $??/sq. foot= Total Estimated Project Cost g990915b � I;,✓fie 1°oamromovzuiea�o�.,i�%� ' 000 Gosed �: BOARD OF BUILDING REGUL 00_35 Cf en spsCe ATIONS (MGL Cl12 S.60L) License:_CONSTRUCTION SUPERVISOR 1A-Masonry only Numt .C$ 048859 1G-.�&2 Family Homes Failure to possess a current edition'ofcth-e irthdate 0 $ Massachusetts State Building Code r-i '}j is cause for revocatiop of this.lioanse. Ex�p1[ 0�002 Tr.no: 15721 RestrictedT� ROBERT R PADTT i ° w 184 SCHOOL ST/P0 60�5133 .� 4 t ' COTUIT, MA 02635 j Administrator r DIG SAFE CALL CENTER: (888)344 7233 i r. II • {{° }a 2 (/' p�p` y J`- `, + M-ffiq' NxIlm HOME INPROVENENT,�CONTRATOR# d°° j Meg IStrati'on IOQ°131 t � Type PRIVATE CORPORATION ��'��h � <zLicenselor>regtstrat on valid for undiv�dual Ezp1rati6If 06/09/OOk Hr� USe OT11y befAr� e7Cptrattpn date plf°�+o a to (pne Ashburton Place Rm 1ti C r� x PADGETT BUILDERS {f( + ,, OStOroZ 108 r + t7 u s ;i c t h ,yd��°c`i�.���} � - m ,p a. 'y .'� � ;`�'�r7'` '� ��'X4ti"����S,z' �•�'' y r { S FRobert R Padgettf YADAIINLSTFAM13 ,Cotult NA 0205'*` (( Ll fl+ti4 t as 4 y ? Yf � d f A ��. il NAP ,�y I The Commonwealth of Massachusetts Department.of Industrial Accidents `Office of Investigations 600 Washington Street ' Boston, MA 02111 Workers' Compensation Insurance Affidavit A.0 ;t, Applicant Information: . PLEASE PRINT NAME a l (1t� t✓T( 1._ �. LOCATION [� O . X 3 _ 2)T , CITY STATE C gr-1 a- r. L_ ZIP CODE ©Z(o3 S PHONE# L5y18)L�ZS -cam 1 O I am a homeowner performing all work myself. - O I am a sole proprietor and have no one working in any capacity. A9�, I am an employer providing workers' compensation for my employees working on this job. Company Name km Address City State Zip Code Phone# Insurance Co. CU CE Policy#IS&q5 91�-_]- ' 1—Expiration Date (0 t 00 O I am a sole proprietor,general contractor, or homeowner,,(circle one)and have hued the contractors listed below who have the following workers' compensation policies: Company Name Address City State Zip Code Phone# s Insurance Co. Policy# Expiration Date Company Name , Address City State Zip Code Phone# Insurance Co. Policy# Expiration Date Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. do hereby certify th pa' s n s 0 ry that the information provided above is true and correct. Signature i Z'Date 100 Q .. . =Print name �. A, - � Phone# ��� Z(� tf �o i Official use only—do not write in this area—to be completed by city or town official City or tom Permit/license# 0,Building Departmenf f 0 Licensing Board O Selecimen's Office O check if immediate response is required „O Health Department y O Other Contact person + Phone# ' 1 d • i , DATE(MM\DD\" a1:111:1/® CERT'�F1C 1[ AI E - ... .. ............::.........:..............:.:........................:;.:.:.:.:::::::::::::::::;:::::::::::::::::::::;: 99 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 BOX 437 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COTUIT MA 02635 COMPANIES AFFORDING COVERAGE COMPANY 297SB A RELIANCE INSURANCE COMPANY INSURED COMPANY PADGETT BUILDERS, INC. B P.O. BOX 133 COMPANY COTUIT MA 02635 C COMPANY D COVERAGES >c.. .:.: .. ;>::.;.: : :.;:: .. ............................................. 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. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATIONL nTR OMITS DATE(MM\DD\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE F OCCUR. y PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. s EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE ANY AUTO LIMIT $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per Accident) N $ PROPERTY DAMAGE $ GARAGE LIABILITY V 'AUTO ONLY,EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: . ............................... EACH ACCIDENT%1 $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $.` OTHER THAN UMBRELLA FORM A WORKER'S COMPENSATION AND EMPLOYER'S LIABILITYLIABILITYU6-955K917-7-99) 06-01-99 06-01-00 STATUTORY LIMITS ........................._........ THE PROPRIETOR/ EACH ACCIDENT $ 100,000 PARTNERS/EXECUTIVE X INCL z DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL OTHER DISEASE-EACH EMPLOYEE $ 100,000 , DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE: - CERT1fl GAT »:.....;:::>.......::.:%... .E.HOLDER::;:::;:::.....:::::::::::::::::::::::::..::.:::...... ;::::::.:::. >:::C ANG ELEAT ::. t0 :. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE -THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF MASHPEE 10 DAYS WRITTEN NOTICE TOTHE CERTIFICATE HOLDER NAMED TO THE BUILDING DEPARTMENT t`iLEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL:IMPOSE NO OBLIGATION OR 16 GREAT NECK ROAD NORTH MASHPEE MA 02649' LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE AGORBS S{3f93J:: ,.. �AGQIii}CQRPOtiATIbN9893 , Reliance 1000 LEGION PL .fa . . ORLANDO FL 32801 TOWN OF MASHPEE BUILDING DEPARTMENT 16 GREAT NECK ROAD NORTH MASHPEE MA 02649 - - - - - 0= o� o— N - = ACORD m CERTIFICATE 0 OF o- INSURANCE '— (On Reverse) 010959 °FIRE A The Town of Barnstable * BAMSTABLE. • 9�A Department of Health Safety and Environmental Services lEc N,or° Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner 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 least 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: PEMWSH /l �qtD B77�r_ Q '�;VHC E Estimated Cost /0 goo Address of Work: 2l< `ryww Owner's Name: Date of Application: 0 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Downer pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES I hereby apply for a permit as the agent of the owner: ' ;_1110z� qC8�� ?� TT- ��G�-rT dotes, To� /00/3/ Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav I - L0CATION S E W A G E PE RMIT N0. VILLAGE � f J I N S T A LLER'S NAME i ADDRESS csiyel]r� Q U I L 0 E R 0R OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ,a .t i f J b Y } + 4 A I � ti _ mrr- ai r 777 IIIi' \ t 1 i FH"L.��?" A A El r�. al f ' I Lj .- w. T �' �. �' �� .. - it r 1`" S x FN,Ter� ;r✓�n'S r 1 SEPTIC SHOWN PER TOWN AS—BUILT CARD r, R F= _ r-j LEGEfV 4 EXISTING HYDRANT :. � EXIS TING G SPOT V. T ELEV. F Xttt + .jr '. . 65.3' EXISTING UTIL/POLE. 0 Z Q cn N OI 6� A 1S86'17'30"E 452.91 x O; f (o PROPOSED PATIO 1 15'-6* X 11'-6" ' a' BM: HYD. SPINDLE 9 / �. ELEV. 67.55' PROPOSED ADDITION PARCEL 15 DATUM: GIS± ON CONCRETE CRAWL SPACE 12'-ox n'-,o- 63,510±S.F. j 64.5' L_WOODED O) u') 64.7 s� cS x EXISTING - >> 293' '� Q� DWELLING 1,1 5 R L. ::;:.' 1500 LEACH PIT �,A �y GAL/TANK / c' / ?i a+ 64.6' 24.3 a x 65.4 WOODED '.� G XIST1N , N / o :GRAVEL ,DRIVE':' ARAGE '^ 4 , fir, 0 236' S86'06'26"E sN 'ate 373.27 I ASSESSORS MAP 23 PARCEL 15 REFERENCE DEED: 3717-314 r }� ZONING DISTRICT: RF ti of o� EXISTING LOT COVER 2.9% o II ' BUILDING SETBACKS: PROPOSED LOT COVEk d T z I r«JCTURES = 3.3% LL FRONT - 30' SIDE AND REAR - 15' N � ICo- \ Q Ld OVERLAY DISTRICTS: . w W w J " GP, WP, RPOD & MA ESTUARY Z.O.C. T� z` N Cn .� LOCUS DOES NOT LIE IN A FLOOD HAZARD ZONE Locu o o a y r SEPTIC SHOWN PER TOWN AS-BUILT CARD yZy \ Q z Q Q o F=l LEGEND ( :2 O LL EXISTING HYDRANT O N EXISTING SPOT ELEV. �� _ ov Q X ' o Mrs,.... 1' 65.3' EXISTING UTIL/POLE 0 o L_ OOU M AFC J Z Q rn N Of Y f ALA \ +o N to to �\ S86'17'30"E 452.91 Z x 5 65.3' \ \ PROPOSED PATIO , z 15'-6" X 11'-6" O rn '• BM: HYD. SPINDLE w Q ELEV. 67.55' PROPOSED ADDITION PARCEL 15 0 Q DATUM: GIS± ON CONCRETE CRAWL SPACE 12'-0" X 17'-10" Q 63,510±S.F. , Q J o ' ^ 0 Z �"\\ \ 64.5 / WOODED--7 �i p �\ to / Z 64.7' 293' 6, �f x XIS TING ;a DYYELLING / a N - / 3: 1500 LEACH PIT Li Li GAL/TANK / AV / _ o z �a oW x 24.3 63.1' x a, 64.6' x 65.4' / WOODED _ J a 4 / Ld XISIING N O F- Cr_ m r. GRAVEL DRIVE A AGE 00 / z < Ln O U o --� >_ J � � Q � O W (n Cn Q S86'06'26"E o z 373.27 CL LLJ o � ( � 0- D- o O m U U Ld m O (n U Ld J F_ � O Q N 91 �U > O N a) GRAPHIC SCALE L,J I- " zwU) 30 0 15 30 60 120 0 Z c Q Q :D (nn ��,• �•�� Lv 0' Q N ( IN FEET ) v '� O 1 inch = 30 ft. ?�J��; F �� O 0 Q =t P FN U-) j c" STEPH_ ; U DOYLE ► Ln o 3 a5 � ♦ z < LLJ Li 6j = z ►�q�Cs O W U F_ W W J