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0051 GERALDINE ROAD
� J7 Town of Barnstable Bui1d,1:n.g_. .-1 % r rrr 'd PlansMifstbe',Retained on=J'ob::and;this Gartl;Must'beKe t Past"This„Card So That it isxl/�sible,From the Street,,App,ove,, a -„•, m •,- p SARATt31XB1:G. .•v Aax^ ,> ",Y .y ;, - .`"s fyc• " '�5�' " a �,v: �.,` �.,: MAss I~ ns ection Has Been Made . - i . 16 Posted Untal Fina I r N ,•.r f Occu anc .�s Re aired such.Buldm shall Not-be:Occu ied art#�La,F>nal;lns;ectronhas,been•rnade 1 �j ill Where a Certificate o , Permit NO. B-18-58 Applicant Name: Steve(or Lorri) Devlin Approvals Date Issued: 08/06/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/06/2019 Foundation: Location: 51 GERALDINE ROAD,COTUIT Map/Lot: 040-019 Zoning District: RF Sheathing: Owner on Record: WEYMOUTH, DEAN )` Contractor Narne STEPHEN J DEVLIN Framing: 1 Address: 51 GERALDINE RD Contractor License: CS-047993 2 V COTUIT, MA 02635 Est Project Cost: $3,000.00 Chimney: Description: Re-roofing(8 squares of asphalt) Permit Fee: $85.00 Insulation: Project Review Req: ,,Fee Paid.- $85.00 Date 8/6/2018 Final: Gi --� Plumbing/Gas Rough Plumbing: a.z Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the,approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall�be in compliance with the local zoni g by Is arid codes. Final Gas: This permit shall be displayed in a location clearly visible from access street oroaci and shall be maintained open for,public mspeetion for the entire duration of the work until the completion of the same. ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,the Building and Fire Officials ag.re pr.Ovi�ded�o6ithis permit. Service: Minimum of Five Call Inspections Required for All Construction Work:.F �s 1.Foundation or Footing - y 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 c rac I ith 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 Final: Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �f J ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � Map rJ Parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee hl Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/ Hyannis Project Street Address I i�? Village rci-rJ 1T. Owner Coo W gq ym dyw Address LS7 kr4j G(lJe tom: COTij,7 Telephone Permit Request e C.1i yi s ftA i i k C:J nn tf%ST_14t D UZ. O1 61SPS . PTaS PrwA C-0®Tipt�Ty um unD. IkSjAll Aleel PFbyeco'in� ?-t.Lf ���I�u,i,u'�.�,��s i-o CaD e �s S►�,o�. �-e�U�-c.e ���4� I�Nr�Gt.S r�S W R�/� �L•rN Lo C12,j Square feet: 1 st floor: existing proposed 2nd floor: existing - proposed Total new 0- Zoning District Flood Plain Groundwater Overlay �S Project Valuation Construction Type Lot Size tj Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family/(# units) / Age of Existing Structure 1�j�� Historic House: ❑Yes ❑hVo On Old King's Highway: ❑ ,Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft. il asement Unfinished Area(sq.ft) Number of Baths: Full: existingV ew Half: existing new Number of Bedrooms: ng —new Total Room Count (not including n w First Floor Room Count Heat Type and Fuel: ❑ Gas ctric ❑ OtheCentral Air: ❑Yes ❑ No isting New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existin _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 its o2^c APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1 Telephone Number 16— 6(((6 Address I v4aI �� License# OLu l et 3 (OTcJ J r, AM S Q Z 63-V Home Improvement Contractor# WCc S �dD °l Iditi ZOi' h Email CN/f0A)i edtJ%" T1A)C 66 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5 Dul�64t ✓n SIGNATURE DATE I_ FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GA►S: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. EVE # . Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section - If Using A Builder I �U W r%" ,as Owner of the subject property hereby authorize I to act on my-behalf, in all matters relative to work authorized by this building permit application for: (Address of job) . **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final .inspections are performed and accepted. i 4 r tur Signature cantofOwn y Prin Name Print N e Date Q:FORMS:0WNERPEFJMSI0NP00IS Rev:09/16/17 Town of Barnstable Building Department Services Brian Florence,CBO $ Building Commissioner 200 Main Street, Hyannis,MA 02601 KARL www.town.barnstable.ma.us 1639. Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street Village "HOMEOWNER": name home phone# work phone# CURRENT MAKING ADDRESS: cityhown 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. DEFINITION OF HOMEOWNER 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 o yeaz 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 bexesponsible for all such work•performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town'of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature 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 homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.1 This lack of awareness often P � results in serious problems, articular) when the homeowner hires unlicensed persons. In this P particularly p 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 responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q.\WPl HM\FORMS\building permit fomu\EXPRESS.doc 08/16/17 Dqwftmt qfrv&mUidAcdZ=& Office 0 gee WA Bastok HA 02HI Wcr•keys' cawpeusxf=Iasv i,Fnc Affilavit B rm/C= rsM ers AI� n PleasePrint Name cbdn.- o Ad&e.= X2e1 AA-M IJ s r. ` 7-6 TO Are gga an employer?.Chekthe •rop late bean r of project L I am a�1�� ❑I oat a get esal c�xsc�aacl I ] cons employees(fan amdfb * Ia<ge tfte 2.❑ I am a sale grcpdetar orparer- fisted emthe aftsched sheeL ?- ❑Rem deH These sob--c .ham ship and ham soea�slayees _ $' Demalz¢oa watlan„ far r ae is any capa di y. rxs aacihave x�°€kers' . - ❑St<Wag ad3itiflu jldo Wadmew Camp-inter" comp_ ,mva •I -� 5. ❑ We are a cotpondon and its 1 �Eiecmcai or a3 s 3. 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J ::. a�/:1 ■•la - •••a r •I MI\ /i+• •..:.1nt■ ►:!.� .] .N■.■1 1• .n:. l\ .II• •/Ytl`. • ••In■.:� w •:!/1\tl /■ r:a• • ■:tan 1 l• ■.I.1 �t v:.. •:!R■It :•■l{ :■ ■. r.11•1■ il- ■t ■■• •1 •a • . •1■_ttl•/1 •'■. • .•' n n..a •/. to :I .!.r: lr! ■.■ r1•r:' -1..It :.I/ .•l . ••I t- •- -n • •.i.■•]■ �•i1■.a ■Y■tit i_ ■Al�:.y■�: !N/cit ■. No an Ila �1 - ��� -wti■It■�t•±t til � 20-9 • • �i1 ' • ! a j a • at. -11 nr- Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration � �- — Registration: 131841 _ Type: Private Corporation '"gyp Expiration: 9/26/2018 Tr# 419291 ra� C7' CENTRAL CAPE CONSTRUCTIONCOIIVC t� STEPHEN DEVLIN 820 MAIN ST. COTUIT, MA 02635 J Update Address and return card.Mark reason for change. SCA 1 Co 20M-05/11 Address Renewal Employment ❑ Lost Card �(.[.Y1a71lCJtG/4�[!'Ifl1,C�C;���1J[FCI[[JNI�1 '.A. ••—•�__,___�....,.______ .__.__._. - „_ �.._. _._.. _ �..._.._.._...,,,,,._,,,,_F'e'!F O�Sce of Consumer Affairs&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registrations 1=31841 Type: Office of Consumer Affairs and Business Regulation I ExprrafJon ` 9l26/2018 Private Corporation 10 Park Plaza-Suite 5170 }, I �_ Boston,MA 02116 CENTRAL CAPE CONSTRUCTIONCO. INC. � s STEPHEN DEVLIN 820 MAIN ST COTUIT,MA 02635 Undersecretary Not Valid fkfout signature - s:. Massachusetts Department of Public Safety 7 Board of.Building Regulations and Standards License: CS-047993 Construction Supervisor i STEPHEN J DEVLIN 820 MAIN STREET ,, . i COTUIT MA 02636 Z7 CA— Expiration: Commissioner 02/04/2018 ' M Client#: 38438 2CENTRALCA ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 05115/2017 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 A 5087781218 AIC No Ext: AIC No 973 lyannough Rd,PO Box 1990 E-MAIL Hyannis,MA 02601 ADDRESS: 5O8 775-1620 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:NGM Insurance Company 14788 INSURED Central Cape Construction Company,Inc. INSURER B:Associated Employers Insurance 11104 820 Main Street INSURERC: INSURER D: COtUIt,MA 02635 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDD/YYYY MM/DDIYYYY A GENERAL LIABILITY MP19764Q 11/14/2016 11/1412017 EEAACMH�OECCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occu fence $500,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $1 O 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY F PRO LOC $ JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WCC50050091992017A 05l1412017 05/141201 X WC STATU- OTH. AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICERIMEMBEREXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEEI$500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Workers Comp Information Voluntary Compensation Proprietors/Partners/Executive Officers/Members Excluded: Steve Devlin,Pres./Treas. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Mashpee Commons LP SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1530 ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #S190898/M190897 LS1 Client#:38438 2CENTRALCA ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 05/15/2017 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 AICNEo Ell:508 775-1620 FAX AIc No): 5087781218 973 lyannough Rd, PO Box 1990 E-MAIL ADDRESS: Hyannis,MA 02601 508 Hyannis, 0 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:NGM Insurance Company 14788 INSURED Central Cape Construction Company,Inc. INSURER B:Associated Employers Insurance 11104 820 Main Street INSURER C: INSURER D: COtUIt,MA 02635 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. LT R TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR IN SR WVD POLICY NUMBER MM/DDIYYY MM/DDIYYYY A GENERAL LIABILITY MP197640 11/14/2016 11114/2017 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY POWER. occurrence $500,000 CLAIMS-MADE 51 OCCUR - MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PR0JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTYnt DAMAGE $ AUTOS Per accide $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ . EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050091992017A 05/14/2017 05/14/201 X WC STA AND EMPLOYERS'LIABILITY TU- ER OTH- ANY PROPRIETOR/PARTNER/EXECUTIVE Y 1 N E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) **Workers Comp Information** Voluntary Compensation Proprietors/Partners/Executive Officers/Members Excluded: Steve Devlin,Pres./Treas. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Mashpee Commons LP SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1530 ACCORDANCE WITH THE POLICY PROVISIONS. Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 2 The ACORD name and logo are registered marks of ACORD #$190898/M190897 LS1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION _ I Map Parcel �� Application # Health Division Date Issued Conservation Division Application F V Planning.Dept. FF�riitFee Date Definitive Plan Approved by Planning Board 'p Historic - OKH Preservation/ Hyannis rar . oar ra l,r Vii=D�f` Lt Project Street Address El 6-f tP.,ei LA 4j-J G Village 0TU G T Owner N\h6UT14 - Address ' S1 i(-t- AL-b WC, PO 6W Telephone 7 ' Z��- 2 z 04 Y Permit Request (f to iUV 1 4 1%4 e'LL 2 S-D7 - ' 44 01 117 0 I,) T1 Ctyoyu Pr) rM S u i Tic m e C H w k✓r Cq 1 a LPVVPt �n/�l �. - d9 �eCdi � tl`IN 2a� � ��c.� bd��e R � � t Square feet: 1 st floor: existing propose d 1.324 2nd floor: existing 'I IFT proposed 13 ZY Total new 6?2 Zoning District Flood Plain k/0 Groundwater Overlay - Project Valuation 16 U Gbh Construction Type Lot Size 2. o 6(4 S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentdtion. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 1 GI 6� Historic House: ❑Yes &No On Old King's Highway: ❑Yes 4No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other �I LjT Lfiye.L_ ' F;ni S OM 1--duJe1L Cfve' Basement Finished Area (sq.ft.) i ugh Basement Unfinished Area (sq.ft) ZL( 0 Number of Baths: Full: existing 2 new Half: existing 6 new O Number of Bedrooms: Z existing 1 new Total Room Count (not including baths): existing _ '- new 1 First Floor Room Count Heat Type and Fuel: 2(Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes Ly No Fireplaces: Existing New _0 Existing wood/coal stove: ❑Yes ® No Detachedage: ❑ existing ❑ new size_ ❑ existing ❑ new size _ Barn: M existing ❑ new size_ Attached ge: ❑ existing ❑ new size _S : ❑ existing ❑ new size _ Other: Zoning Board of Appeal1��rization ❑ Appeal # Recorded ❑ Commercial ❑Y N If Ye o yes, site plan review# Current Use CS in clvn 4L Proposed Use I W 11 it 1 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ek,I ifs Telephone Number s U—Q 6 KiO Address 1:210 6h&L I r� S License # Cow �, ", yoR. Oz.( 3 ,v- Home Improvement Contractor# Worker's Compensation # 26 1 A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO f�f� ( 17 cSi�GSG� 1 SIGNATURE A DATE FOR OFFICIAL USE ONLY 'APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESc '_.' VILLAGE OWNER = DATE OF INSPECTION: It'll a K FOUNDATION Vem o�Y FRAME ' �3k�a.7rfli u!`. �R�t�-�M�t14ytA g -i ©K INSULATION FIREPLACE i'•Y ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING I r DATE CLOSED OUT a ASSOCIATION PLAN NO. s r MEMBER REPORT Level,Floor:Flush Beam PASSED 2 61iege(s),1 3/4" x 9 1/4" 2.0E Microllam® LVL Overall Length 24 Y d x n 3 R� �I fit^ ' 't k I: 12' 12' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Desi li Restitts /fctua)�`locabon AIIowed�� Result LDF toadomMnatson Pattern "' System:Floor ,,. o. 3. .� ( ). b.� Member Reaction(Ibs) 4403 @ 12' 5206(3.50") Passed(85%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1734 @ 12'11" 6151 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -4686 @ 12' 11204 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.060 @ 5'7 7/8" 0.394 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.155 @ 18'7 15/16" 0.592 Passed(1-1918) 1.0 D+0.75 L+0.75 S(Alt Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 24'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 23'3"o/c unless detailed otherwise. \ \ Bearing Length Y t Dads to Supports(I MA, Ana u a \ Supports Total Available Ru red Dead Ftoor SToWt Acce res .,. 1-Stud wall-SPF 3.50" 3.50" 1.50" 956 321/-44 298 1575/-44 Blocking 2-Stud wall-SPF 3.50" 3.50" 2.96" 3072 888 888 4848 None 3-Stud wall-SPF 3.50" 3.50" 1.50" 956 321/-44 298 1575/-44 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. �x f�a v r �inbuWry �OeadO FldorLive Snow & _ Locat on(Srde)y Wrdtfi (Oe99 1 •(3,00) (-, Commgnts 0-Self Weight(PLF) 0 to 24' N/A 9.4 1-Uniform(PSF) 0 to 24'(Front) 1' 12.0 40.0 Residential-Living Areas 2-Uniform(PLF) 0 to 24'(Front) N/A 80.0 - 3-Uniform(PLF) 0 to 24'(Front) N/A 80.0 1 - 4-Uniform(PSF) 0 to 24'(Front) 1' J 16.2 1 - 30.0 5-Uniform(PSF) 0 to 24'(Front) 1' 10.0 20.0 30.0 Weyerhaeuser Nofes� (f;1SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator t Forte SoftwareOperator Job Notes 618i2617 2:J8:51 PFd1 David INICLan 57 rERALDINE,ROAD � Fortev5.2,Design Engine:V6.6.0.14 Faim,.uth Lumber COTUIT,MA :508',5 48-6868 i davern@falrnouthluinbcr.Co n Page 1 of 1 ?'OW/V nI 'G REScheck. Software Version 4.6.3 Compliance Certificate Project New Custom Addition Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type; Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 51'Geraldine Road Dean Weymouth Steve Devlin Cotuit, MA 02635 51 Geraldine Road Central Cape Construction Cotuit, MA 02635 Company 820 Main Street Cotuit, MA 02635 508-420-1340 Compliance: :8 3%:Better Than Code Maximum UA: 132 YourUA. 1-21 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ��m IF,rll`�ftVF. Ceiling 1: Flat Ceiling or Scissor Truss 336 49.0 0.0 0.026 9 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 222 30.0 0.0 0.033 7 Floor 2: Slab-On-Grade*Unheated 62 10.0 0.684 42 Insulation depth: 6.0' Wall 1: Wood Frame, 16"o.c. 786 21.0 0.0 0.057 40 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 77 0.300 23 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed.building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keith Presswood VP kelth 9Y-ess 1 od 06-08-2017 Name-Title Signature Date Project Notes: REScheck by-Gape-Cod An-su,lation,4nc. 18 Reardon Cirlce South Yarmouth, Ma. 02664 800-696-6611 # 700344 , Project Title: New Custom Addition Report_date: 06/08/17 Data filename: Untitled.rck Pagel of 9 1 � REScheck Software Version 4.6.3 Inspection Checklist Lvi Energy Code: '2015 IECC Requirements: 39.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Ver�fred # Pre Inspection/Plan Review_ Comphes� Comments/Assumptions & Req.ID` Value ' Value Y a 103.1, ;Construction drawings and ❑Complies ;Requirement will bemet. 103.2 documentation demonstrate i �,- ' ,JI❑Does Not [PR1]1 energy code compliance for the ¢ ;; ;building envelope.Thermal ❑Not Observable 3 envelope represented on -' ' :r ❑Not Applicable :construction documents. 103.1, ;Construction drawings and f 'i❑Complies 103.2, documentation demonstrate ❑.Does.Not 403.7 ;energy code compliance for (PR3]1 lighting and mechanical systems 4EINot Observable Systems serving multiple j❑Not Applicable dwelling units must demonstrate g j (compliance with the IECC Commercial Provisions. 302.1 Heating and cooling equipment is'; Heating: Heating: ;❑Complies 403:7 sized per ACCA Manual S based Btu/hr i Btu/hr C] [PR2]2 on loads calculated per ACCA Does Not ¢Manual j or other methods Cooling: Cooling: ;❑Not Observable approved by the code official. Btu/hr ; Btu/hr T❑Not Applicable j , Additional Comments/Assumptions: 1 High Impact(Tier 1) 7"Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 06/08/17 Data filename: Untitled.rck Page 2 of 9 Section Plans Verified F�eltl Ver�f�ed # Foundation Inspectwn Comphes� Comments/Assumptions & Re4.ID Value _s, Value 402.1.2 '.Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 io Unheated ;ElUnheated ❑Does Not ;table for values. ' ❑ Heated ❑ Heated ;❑Not Observable [E]Not Applicable z 402.1.2 ;Slab edge insulation ft ft 11EIComplies ;See the Envelope Assemblies [FO3]1 :depth/length. +❑Does Not ;table for values. s � !❑Not Observable ❑Not Applicable ; 303.2.1. A protective covering is installed ' ] ❑Complies `Requirement will be met. [Fdi1]2 to protect exposed exterior " {� ❑Does Not ]insulation and extends a ❑Not Observable n.minimum of.6 in. below.grade. ❑Not Applicable 4039 ASnow-and ice-melting system ❑Complies [F012]z .controls.installed. °' s QDoes Not ❑Not Observable �'A 1 hT,.: .1 Y [:]Not Applicable t Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,. Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: New Custom Addition Report date: 06/08/17 Data filename: Untitled.rck Page 3 of r9 Section Plans Ver�fietl Field Ver�f�ed �# Framing/Rough In Inspect�oin Value Value Comphes� Comments/Assumptions &..Req.ID. 402.1.1, ;Glazing U factor(area-weighted '; U U- ';❑Complies ;see the Envelope Assemblies 402.3.1, ;average). UDoes Not .table for values. 402.3.3, 402.3.6, "❑Not Observable 402.5 i ;❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products 1EIComplies ;Requirement will be met. [FR4]1 dare determined in accordance u # '❑Does Not ;with the NFRC test procedure or { ;taken from the default table. -�❑Not Observable ; - ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 j installed per manufacturer's El Does Not ; instructions. A* h 4E]Not Observable - ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting " ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has irifiltretion rates per NFRC a❑Not Observable i400 that do not exceed code , ❑Not Applicable limits. � 402'4.5, IC-rated recessed lighting fixtures '- I❑Complies ,Requirement will be met. [FR16]2, Isealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm x leakage at 75'Pa. ❑Not Observable ; [ . E]Not Applicable 403.2 1 Supply and return ducts in attics M • ❑Complies [FR12]1 insulated >=.R-8 where duct is sl ❑Does Not >= 3 inches in diameter and >= R-6 where< 3 inches.Supply and ❑Not Observable ,return duets in other portions of 4,.. ❑Not.Applicable ;the building insulated>= R-6 for ;diameter>= 3 inches and R-4.2 x .for<3 inches.in.diameter. 4013 3:5' Building cavities are not used as ❑Complies [FR15]3 E ducts or plenums. P •'❑Does Not ; ❑Not Observable ❑Not Applicable 4034 HVAC-piping conveying fluids R- R- iE1CQmpji.es [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- j M 3 ';❑Not Observable ' T❑Not Applicable 403.4.1 'rProtection of insulation on HVAC f❑Complies [FR24]1 3-piping. a ❑Does Not ❑Not Observable ; ❑Not Applicable 4035 3 ' ]Hot water pipes are insulated to ; R- ; R- ❑Complies ; [FR18]z >_R-3. ;Does Not i❑Not Observable , ❑Not Applicable 4036 'Automatic or gravity dampers are r -]❑Complies :Requirement will be met. [FRi9]� installed on all outdoor air 1 ❑Does Not intakes and exhausts. :. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: , 1 High Impact(Tier 1) 2''"'Medium Impact(Tier 2) 3`'Low Impact(Tier 3) .Project Title: New Custom Addition Report.date: 06/08/17 Data filename: Untitled.rck Page 4 of 9 f 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 06/08/17 Data filename: Untitled.rck Page 5 of 9 Section; r Plans Verified Fteld Verified # - Insulation Ition Complies? Comments/Assumptw nsp ac Va R lue &; eq.ID 303.1 iAll installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 " 'or the installed R-values xEl Does Not r provided. ; r„ ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation`R-value. ; `R- `R ;❑Complies ;See'the Envelope Assemblies 402.2.6 ❑ Wood '❑ Wood ElDoes Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable !❑Not Applicable 303.2, Floor insulation installed per ❑Complies '"Requirement will be met. 402.2.7 manufacturer's instructions and - El Does Not [IN2]1 in substantial contact with the ;.underside of the subfloor, or floor ❑Not Observable iframm cavity insulation is in ❑Not Applicable 9 Y < ;contact with the top side of i sheathing, or continuous - ,'insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. , 402.1.1, ',Wall insulation R-value. If this is a; R- R- ;❑Complies ,See the Envelope Assemblies 402.2.5, "mass wall with at least 1/2 of the Wood j❑ Wood ❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ; Mass ❑ Mass j❑Not Observable ; [IN3]1 :exterior,the exterior insulation , requirement applies(FR10). 'El Steel 0 Steel }❑Not Applicable i { 303.2 ;Wall insulation is installed per ❑Complies ;,Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not []Not-Observable ; ❑Not A =s ., pplicable Additional Comments/Assum.ptions: , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: New Custom Addition Report date: 06/08/17 Data filename: Untitled.rck . Page 6 of 9 section Plans Verrf�ed' Feld Verified '` " # Final Inspection Provisions= Complies? Comments/Assumptions.: Value Value &-Iteq.ID - 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies :See the Envelope Assemblies 402.2.1, '•❑ Wood ;,❑ Wood ,❑Does Not ;table for values. 402.2.2, 402.2.E ;❑ Steel Steel '[]Not Observable [Fll]1 :❑Not Applicable , 303.1.1.1,;Ceiling insulation installed per `=❑Complies ;Requirement will be met. .2 manufacturer's.instructions, �Does Not 303 [F12j !Blown insulation marked every s �' 's 300 ft2. ;oNot Observable r}. ❑Not Applicable 4022.3 :Vented attics with air permeable A ❑Complies (Requirement will be met. [F122]z. insulation include baffle adjacent ", ❑Does Not Ito soffit and eave vents that extends over insulation. t❑Not Observable ❑Not Applicable _. 402.2.4 ,Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 tinsulation >_R-value of the ;❑Does Not adjacent assembly. ,❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ' ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 !ach in Climate Zones 1-2,and ❑Does Not 1<=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable 403.2 3 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 'cfm/100 ft2 across the system or ft2 ft2 i❑Does Not <=3 cfm/100 ft2 without air 1❑Not Observable handler @ 25 Pa. For rough-in ❑Not Applicable ;tests,verification may need to PP i occur during Framing Inspection. 403.3.2 Ducts are pressure tested to. cfm/100 cfm/100 ❑Complies [FI27]1 tdetermine air leakage with ft2 ft2 ❑Does Not :either: Rough-in test:Total ,leakage-measured-with a ;❑Not Observable 'pressure differential of 0.1 inch ❑Not Applicable :w.g. across the system including 'the.manufacturer's-air.handler i enclosure if installed at time of :test. Postconstruction test:Total ; !leakage measured with a pressure differential of 0.1 inch Iw.g. across the entire system ; (including the manufacturer's air ;handler enclosure. 403.3 2.1 ±Air handler leakage designated ❑Complies [FI24]1 ;by manufacturer at<=2%of ` r -,3❑Does.Not ;design airflow. ❑Not Observable i .. k❑Not Applicable 403.1 1 J Programmable thermostats ❑Complies [FI9]z l installed for control of primary ❑Does Not heating and cooling systems and f f 'Iinitially set by manufacturer to ❑Not-Observable code specifications. § =n ]❑Not Applicable 403 1 2 ',Heat pump thermostat installed - ❑Complies ' [F11D]2 Ion heat pumps. `j❑Does Not $ 3 #❑Not Observable ❑Not Applicable i 401.5A ]Circulating service hot water wa❑Complies [Flll]2 systems have automatic or fir_ El Does Not accessible manual controls. ❑Not Observable ° w❑Not Applicable 1 High Impact(Tier 1) 2'; Medium Impact(Tier 2) `3 Low Impact(Tier 3) Project Title: New Custom-Addition Report date: 0.6/08/17 Data filename: Untitled.rck Page 7 of. 9 Section. Plans Uer�fied Fi"*' Uerlfied # Final Inspection Prov seons Co Comments/Assumptions.-' &'Req.ID: - Ualue � Value a _ . r 403,:6 1 1AII mechanical ventilation system ;❑Complies [F125]z +fans not part of tested and listed � * :❑Does Not HVAC equipment meet efficacy ❑Not Observable and airflow limits. [j z ❑Not Applicable 4012 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating x = ❑Does Not Isystems have outdoor setback control to lower boiler water -]Not Observable temperature based on outdoor •- ❑Not Applicable jtemperature. 403:5 1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return-pipe or a-cold water supply rNot Observable k pipe. Gravity and thermos- Not Applicable syphon circulation systems are tea+ ;not prgsgnt..Controls.for = 4 circulating hot water system pumps start the pump with signal' for hot water demand within the occupancy. Controls automatically turn off the pump s w when water icirculation 's in loop is at set-point temperature and 1 no demand for hot water exists. ; 403:5 1 2 Electric heat trace systems 4❑Complies [FI29)z 'qcomply with IEEE 515.1 or UL _ °' " .' ❑Does Not i 515. Controls automatically adjust the energy input to the 3 ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the 7 :piping. xE rr 403.5 2 Water distribution systems that ❑Complies ; [F130]z have recirculation pumps that ¢ El Not pump water from a heated water jsupply pipe back to the heated m❑Not Observable r-water source through a cold `x a } ❑Not Applicable lwater supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the F pump and limit the temperature x ,: of the water entering the cold water piping to 1049F. a 403:5 4 j Drain water heat recovery units '❑Complies [F131]2 ,tested in accordance with CSA y, ❑Does Not B55.1. Potable water-side s i pressure loss of drain water heat ❑Not Observable ; `y recovery units< 3 psi for =❑Not Applicable ;individual units connected to one for two showers..Potable water l side pressure loss of drain water heat recovery units<2 psi forbi inclMdual units connected to !f three or more showers. "' 404.1 ,75%of lamps in permanent ❑Complies [FI6)1 !fixtures-or 75%-of.permanent ❑_ IJ4es Not ;fixtures have high efficacy lamps 1 Does not i aPPI to low-voltage yAE ]Not Observable `_f❑Not Applicablelighting. 404.1 1 .. 'Fuel gas lighting systems have ` ❑Complies [FI23)3 no continuous pilot light. ❑Does Not R E VAP u y E]Not Observable �. ,.j❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) "3 1 Low Impact(Tier 3) Project Title:-New Custom Addition Report date: 06%08/17 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Feld Verified 6 Fijnal Inspection Provisions Complies? Comments/Assumptions &'Req.ID >Value Value 401.3 lCompliance certificate posted. ❑Complies ;Requirement will be met. [F17]z x El Does Not ❑Not Observable x'�❑Not Applicable 303.3 i Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ''_"[]Does Not systems have been provided. ' -.[:]Not Observable I 'j;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2< Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Custom Addition Report date: 06/08/17 Data filename: Untitled.rck Page 9 of 9 . J ' 2015 BECC Energy f�(j Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall .o,00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0..30 Door 77 Heating System: Cooling System: Water Heater: .Name: Date: Comments AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone , y. Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. ................................................ 110 mph WindExposure Category................................................................... .............................................................B 1.2 APPLICABILITY / Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories :5 2 stories (/ RoofPitch ...........................................................................(Fig 2) ..........................................---6— 5 12:12 ✓ Mean Roof Height..........................'.....................................(Fig 2).............................................20-jcft 5 33' BuildingWidth,W ...............:.:.....:....:..............................:....(Fig 3)................................................ 14 ft 5 80, BuildingLength, L......................:................::......................(Fig 3).................................................V-1 ft <—80' Building Aspect Ratio(L/W) .........:......................................(Fig 4)................................................ 5 3:1 Nominal Height of Tallest Opening2....................................(Fig 4)............................................... <_68" 1.3 FRAMING CONNECTIONS General compliance with framing connections.......:.. .........(Table 2)......................................................... ...... ✓ 2A FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete ..... ... CaracseteA+�+saitry ...............................................................:.... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)............................................... lz in. Bolt Spacing from end/joint of plate .............................(Fig 5)..:................................. IZ in.<_6"=12" —Z Bolt Embedment—concrete.........................................(Fig 5)...........................:.................... .Z in.>_7" J� Bolt Plate Washer.....................:..........................................(Fig 5)..............................................z 3"x 3"x Y<" ✓ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)....................... ... . / ✓ Maximum Floor Opening Dimension...................................(Fig 6).................................................. 0 ft:5 12 12' 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 _d FloorBracing at Endwalls....................................................(Fig 9)......:............................................................ Floor Sheathing Type ..................11AYPf4 G.M................(per 780 CMR Chapter 55)...................: L...Floor Sheathing Thickness.................................................(per 780 CM Chapter 55)......................�in. Floor Sheathing Fastening..................................................(Table 2).. d nails at '6 edge/ ()Jn field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).................:......... .r ft <_ 10' (/ Non-Loadbearing walls.................................................(Fig 10 and Table 5)...........................eft s 20' Wall Stud Spacing .............:...........................................(Fig 10 and Table 5)................... 16 in.:5 24"o.c. Wall Story Offsets ...........:............................:.................(Figs 7&8)...........................................—aft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x - ft 6 in. V / Non-Loadbearing walls.............................................:...(Table 5).......... ...................2x--L-:j2 ft 0 in. 7 Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)................................................................. ✓ W Gypsum Ceiling Length(if WSP not used)................. .(Fig 11).............................................t4 ft>_0.9W - and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............. l✓i 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)............................,........tt—ft ✓ Splice Connection(no.of 16d common nails)..............(Table 6)........:......................,.........................— M . AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails).............................:..(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails).........................:......(Table 8)....................................................... Z >� Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .........................................................(Table 9).................................. a ft 6 in.5 11, ✓ Sill Plate Spans ........................:...............::...............(Table 9).................................. ft O in. <_ 11' Imo/ Full Height.Studs (no.of studs)....................................(Table 9).......................................Z...� rikl Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..........................................:..................(Table 9)............................... _3 ft o in. <_ 12' V' Sill Plate Spans...............................................:.............(Table 9)........7.........................1 ft 6 in.<_ 12" / Full Height Studs(no. of studs)....................................(Table 9)..................................L...l 14..k�+D n/ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .................................................... .......... ........... <_6,8„ SheathingType..........................:...................(note 4)......................................... �C Edge Nail Spacing,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,(Table 10 or note 4 if less),,,,,,,,,,,,;,,,,,,,,,,�_in, Field Nail Spacing........ ......... .a..............(Table 10) . I? in: Shear Connection(no.of 16d common nails)(Table 10) ......... ......... ................. .2 _ Percent Full-Height Sheathing.......................(Table 10)...................................................&:i% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Building.Dimension, L MaximumNominal Height of Tallest Opening2......................................................................CS_<6'8" SheathingType..............................................(note 4)...........................................-4.14. ✓ Edge Nail Spacing .........................................(Table 11 or note 4 if less).......................9-in. 17 Field Nail Spacing.. .......... ....(Table 11)............ ...................................�2in. 01 Shear Connection (no.of 16d common nails)(Table 11)....................................................... 3 Percent Full-Height Sheathing.......................(Table 11).................................................... /o/o 1� 5%Additional Sheathing for Wall with Opening>6'8"(Design 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 19)........2d ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= 26fpif t� Lateral..............................................(Table 12)............................................ L= '1 6 plf Shear...............................................(Table 12)............. ..............................S= 11 plf I/ Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..........C.................T= L0 plf Gable Rake Outlooker......................................... (Figure 20).............2D ft<_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)..................... .................L= olb. Roof Sheathing Type....................................................(per 780 CMR Chapters 58.and 59) .... i7lC ✓ Roof Sheathing Thickness...........:................... ............ ..................... ......................1/22`' in. >_7/16"WSp Roof Sheathing Fastening............................................(Table 2)...................................err_60. 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. Corner 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. i Client#: 38438 2CENTRALCA DATE(MMIDDIYYYY) ACORDTM • CERTIFICATE OF LIABILITY INSURANCE -0511512017 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 FAX 5087781218 A/C No Ext: A/C,No: 973 lyannough Rd, PO Box 1990 E-MAIL ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# 508 775-1620 INSURER A:NGM Insurance Company 14788 INSURED INSURER B:Associated Employers Insurance 11104 Central Cape Construction Company,Inc. INSItRER.0 820 Main Street INSURER D Cotult,MA 02635 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR. .IN R_.WVD. POLICY-NUMBER -.MM/DD/YYYY. MMIDD/YYYY. A GENERAL LIABILITY MP19764Q 11/1412016 11/14/2017 EACHOCCURRENCE ,$1000000 X COMMERCIAL GENERAL LIABILITY A RENTED �h�MFrs� Ea occurrence $500,000 CLAIMS-MADE Fx_]OCCUR MED EXP(Any one person) $1 O 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PER LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea.accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY YtDAMAGE $ HIREDAUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC60050091992017A 0511412017 05/14/201 X 1Two%SyTLAT.Uj OTH- sAND-EMPLOYERS'-LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 000 OFFICER/MEMBER EXCLUDED? � .N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500:000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Workers Comp Information*" 'Voluntary Compensation Proprietors/Partners/Executive Officers/Members Excluded: ' Steve Devlin,Pres./Treas. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Mash pee Commons LID SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE P THE -EXPIRATION DATE THEREOF, NOTICE WILL -RE .DELIVERED -IN PO Box 1530 ACCORDANCE. WITH THE POLICY PROVISIONS., Mashpee,MA 02649 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 2 The ACORD name and logo are registered marks of ACORD #S190898/M190897 LS1 J , l The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations .600-Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legihly Name (Business/Organization/Individual): C190 N%r/A1011 01 Address: Z,e} City/State/Zip: J I 6 S- Phone -CC�6 Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 6 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 g. Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp.insurance: Building,addition required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.' Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. y�c Insurance Company Name: If) u 61. IG�C0 i-c w OL(,`] tm Policy#or Belf.-ins.Lie.#: 1/ C C IS-6 0 D C11 Ci 2_�11 r) Expiration Date: Iq // f Job Site Address: tI eyLaL 1 C VX City/State/Zip: UP If IMPOZ�3 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under th ai d penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: 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 Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Oy Office-of Consumer Affairs and Business Regulation r 10 Park Plaza- Suite 5170 Boston,-Massachusetts-021-1-6 -Home Improvement Cantor Registration Registration: 131841 Type: .Private Corporation I � Ex pirati_n: V26/2018 Tr# 419291 _ CENTRAL CAPE CONSTRUCTIONCO STEPHEN BEVLIN + 820_MAIN ST. w COTUIT,-MA.02635 w -Update Address and return card.-Mark reason-for change. - Address Renewal Employment Lost Card SCA 1 0 20M-05111 Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-047993 1 Construction Supervisor r q STEPHEN J DEVI.IN 820 MAIN STREET 1 _ q COTUIT MA 02635 ' V V Expiration: ;- Commissioner Expiration, } snxxsrneM • 639. Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO 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 A Builder I, e 0 Val e ,as Owner of the subject property hereby authorize l J CI V-(/ to act on my behalf, in all matters relative to work authorized by this building permit application for: I (-t�LC,L"cJ l e 2V1 t 1 . (Address of Job) LJ S' ature of Owner Date CC Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. TAKEVIN_Muilding Changes\EXPRESS PERM MXPRESS.doc Revised 061313 essor's map and lot 'number _�.. 6 P RC SYSTEM MUST 8� Sewage 'Permit number,-9u ,_.,.��� :.........; IN$TALLED IN COMP1_l,i N WITH TITLE 5` e �a � •. AHB LE i House number ...................... . .................................:........ . ENVIRONMENTAL�i' D '°o 63 EN N� TOWN OF - BARNSTABLE y BUILDING ` 'INSPECTOR APPLICATION- FOR PERMIT TO •��4.(.7 ..... ....... .... �?1el �..c... 1 TYPE OF, CONSTRUCTION ................... .1 ... ................................................................................ `�. . /. 4/`�..........................19. 6? sTO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit +according to the following information: Location ...(,5.1.....�l.e�� 1! !�1. .......A�. . ............4:om. I/......................................... ................................... Proposed .Use ��........................................................................0......................................................... ..... Zoning District Fire District .. ....�............... ........ ............. ....................................... .......................... Name-of Owner .... h. :.. .�� � �n/7�.1 ....................Address R.........C�. ........ ............. f�:.....Ca 17.. Name of Builder. .....O N:� .I...........................'.....Address ......................................... .... ..................... ..... Name of Architect .........<✓4S!.lV.Pil ...............................Address ........................ f •, Number of. Rooms ..................... ............................... .........Foundation fimh.ee�).....C394 C.:.................................. Exierior .:._ 1..."�.I.................ry ....I.................................Roofing ...7 L� ................................................. Floors ......C.Q.VC.....................................:...................Interior .................................................................................... Heating .................. Q :e............................................Plumbing ............ ............. �+ Fireplace .............. ®N.....................................................Approximate Cost o�l..!!� .�1.. Definitive Plan Approved by Planning Board ---------------__------------19___-___,. Area .... ?..'1 .... ....................... with Dimensio Diagram of Lot and Building ns Fee '..................... ..�. . ......... SUBJECT TO APPROVAL OF"BOARD OF HEALTH IG ?Ro f ot— pasep J �A-���e; - ILK . •� � • I � � CXisrirv6 70 Nou s e 51 e eR OCN/01 U . OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of t own of nstable regarding the above construction. iName / ........... ............................... ............... ClvlcDAIRMLD, JOHN 24374 I Build_ ..G.. .ara................. Permit for ............................ ....... Accessory to Dw 11 ' ng ............. ............................................... ...... .... .............. Location ...5.1...G.er.a.lqine. .......Ro....... . .. ................ Cotuit .......................................................... Owner........ hn.Jo M qqir i ................ ...................... Type of Construction .......El: me........... .......... ............................................................................... -'Plot ............................ Lot ................................ 7 - _ Permit Granted ......Sept ................15,............... 82. Dote of Inspection ...................................'19. ,Date Completed ............. .............19 % f x C3�1� 2�A�- 9�•Si�B�., i Assessor's map and— lot number ,.,...,.., umber ...... ..:. Sewage Permit • Z 31ASB9T11HLE • �i House number :... r� t639 i639' � OYPYa' TOWN OF BARNSTABLE BVILDIHGr INSPECTOR APPLICATION FOR PERMIT TO �,c.�,� ..t- .7.. ... .� CN�Jf.J.....!„? �.�. t�. e ... .. TYPE OF CONSTRUCTION . . ..... :........ .. ................................ .......................... ............19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for .a permit according to the following information: a Location ..�1.... P.kc..:daz!U! .A)..................0 0.7.Cr.l t... ................. ....: ...................... ProposedUse d6! ................................. ........ .. ................................. ..... ......... Zoning District 'J... ........ .........Fire District .. .. .. .......:� .. ... .. Name of Owner !.14�..../,rl.C.�.�)IR��/11:��.............. Address a.. ..6.�J . . . . ......... . . ... . C�7C. 11... Name of Builder' ....... .e .................... .........Address Name of Architect .....:... .7 `.... ... ......... .........Address .................... ............... ....... ......... ............ Number of Rooms .......................:........ ......... ......... .........Foundation Exterior .....�..../ ........ ................................... .. ... ......... Roofing ..7 >�� /' /'r ................................................. Floors .......... P.n/c................................... ........... ......Interior .................... . ..................... ......... .................... Heating ........... ......`....... ............. ...... ......Plumbing ........ ./VQV. ................................................ n/O - Fireplace ........................1V......:.......................................:......Approximate Cost ......v� .......................................:.. Definitive Plan Approved by Planning Board . -:-__:_-_-_---__- .SI<, ... - -------19-------. Area Diagram. of Lot and .Building with Dimensions ......... Fee .... ..... -. SUBJECT TO APPROVAL OF BOARD OF HEALTH 14� . / ?p se$ P r IS t � I 8� - 3 c . OCCUPANCY PERMITS REQUIRED'FOR NEW DWELLINGS ' hereby agree to conform to all the Rules and'Regulations of the Town of Barnstable regarding the 'above construction. / Name! It' .. . ................................................. MCDAIRMID, JOHN A=40-19 1! No 24374 permit or Build Garage Accessory to Dwelling ............................................................................... Location ,,51 Geraldine Road .............................................. Cotuit ............................................................................... Owner ....John McDairmid ............................................................. Type of Construction Frame Plot ............................ Lot ................................ 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LOT 2 r w �_ ( DEED REFERENCE: BK 15451 PG 75 , CBlDH � +a�+�* c`aY ee" ,a o f '? ► °� FOUND i N 63 39 26"E / PLAN REFERENCE: BK 178 PG 151 Eagie f APPROXIMATE LOCUS MAP NOT; TO SCALE LOCATION OFSEPTIC i SYSTEM FROM TIE CARD N W PARCEL 0401061 PROPOSED o 2 STORY cv r ADDITION N (336 S.F.) v� I 3 I 58.2 24, Q N I I 32.7 Q L__J O RINSE 30.T Z p STATION ' W LOT 3 a 20,514t S.F. #51 a SPLIT-LEVEL , DWELLING 0 �j_ -DE _ Q O o W IN OD d 1 V N �� CHIMNEY Z Z J PARCEL ROOFED Q 040/062 STORAGE AREA W 10.9' Uf REV. I DATE DESCRIPTION I BY APPR OWNER OF RECORD: DEAN WEYMOUTH GARAGE 51 GERALDINE ROAD COTUIT, MA 02635 PAVED DRIVEWAY APPLICANT: DEAN WEYMOUTH 51 GERALDINE ROAD COTUIT, MA 02635 0 122.9T PROJECT: S 630 3g 2sN w cBiDH ' I PROPOSED ADDITION FOUND 51 GERALDINE ROAD ao IN �o 197 COTUIT, MASSACHUSETTS N 0 �IA,0 ' 1 e "�/. co ,. SHEET NO.: 1 OF 1 LOT 4 DATE: MAY 5,2017 Z -� dTTl f. `A LEGEND COSTA ° DRAWING FILE NAME: GERALDINE 51 WEYMOUTH_ECP ' 52282 DRAWN BY: JB CHECKED BY:MC EXISTING DESCRIPTION PREPARED BY: ■ CB/DH CONCRETE BOUND { CAPE & ISLANDS ENGINEERING I HEREBY CERTIFY THAT THE ABOVE DWELLING IS LOCATED ON THE CIVIL ENGINEERING.LAND SURVEYING_ENVIRONMENTAL Pawurn NG ■ STONE BOUND GROUND AS SHOWN. THIS PLAN WAS PREPARED FOR THE SOLE PURPOSE 11000RKWATM OF DEFINING AN ACCUTE ON THE GROUND TION OF THE SUMMERFIELD PARK • IRON ROD STRUCTURES SHOWN E EON.ALL OFFSET DIMENSIONS ARE BASED ON AN SW ALMOUTH ROAD SUITE swc "fO�C 'g O0" 508.477.7272 PHONE i a ON THE GROUND INSTRUMENT SURVEY. MASHPEE,MA 02M IRON PIPE 0 2050 100 O !, ,� " DRAWING TITLE; 5os.477.9072 FAX www.CapeEng.com • IRON ROD W/CAP SCALE: 1" = 20' CERTIFIED PLOT PLAN PROPERTY LINE MATTHEW C.COSTA P.L.S. DATE 3� I ASSESSORS INFORMATION: PARCEL 040 019