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0314 OLD OYSTER ROAD
.- .-r _ Town of Barnstable � , .. Building rwMsraaxe 'Post This Card So That it is Visible From the Street-Approved'Plans Must be Retained on Job and this Card Must be Kept: '"" Posted Until Final.Inspection Has Been Made. I Permit c ljj (, ° [Where a Certificate of Occupancy is.Required,such Building shall Not be Occupied'untiLarFinal Inspection has been made. t Permit NO. B-19-1906 Applicant Name: Neal Holmgren Approvals Date Issued: 06/24/2019 Current Use: Structure Permit Type: Building-Solar Panel- Residential Expiration Date: 12/24/2019 Foundation: Location: 314 OLD OYSTER ROAD,COTUIT Map/Lot 022-128 Zoning.District: RF Sheathing: Owner on Record: NEAGLE, BARRY P& MARY LOU TRS Contractor Name", NEAL F HOLMGREN Framing: 1 Address: 356 COLONY KEY CIRCLE Contractor License: CS-088921 2 ATLANTIS, FL 33462 ` °{� Est. Project Cost: $ 14,336.00 Chimney : Description: Installation of 14 Lg 320 Watt solar modules to be flush mounted on Permit Fee: $ 123.11 rear of building. 4.48kw � Insulation: Fee Paid:` $ 123.11 Project Review Req: ' Date: `c 6/24/2019 Final: Plumbing/Gas : Rough Plumbing: g This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aftel�� Mlp&.Official Final Plumbing: 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 zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. t' Final Gas: t �3 The Certificate of Occupancy will not be issued until all applicable signatures b the Bu F p y � pp g � y ilding-and Fire.Officials are provided on this permit. Electrical Minimum of Five Call inspections Required for All Construction Work:i 1.Foundation or footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest fluilming is installed _M� Rough: _.. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site / Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of BarnstableBuildin MASIL earl osstP ,vsp oWt This'Card So That it is Visible.Fromthe S treet=A roued'Plans Mu st be Retai„ned o,nJob;andth�s Card Most be°Ke t..,r,'" Permit , h Permit NO. B-18-1864 Applicant Name: CAPE COD INSULATION, INC Approvals Date Issued: 06/11/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 12/11/2018 Foundation: Location: 314 OLD OYSTER ROAD,COTUIT Map/Lot: 022-128 Zoning District: RF Sheathing: Owner on Record: NEAGLE, BARRY P&MARY LOU TRS l x ContractorName CAPE COD INSULATION, INC Framing: 1 Address: 356 COLONY KEY CIRCLE Contractot Jcense 153567 2 e ATLANTIS, FL 33462 ,, Est Project Cost: $ 1,800.00 Chimney: Description: weatherization a C:r%� Permit Fee: $85.00 Insulation: Project Review Req: i Flee Pa d $85.00 ' Final: ��Date 6/11/2018 �M a - Plumbing/Gas Rough Plumbing: I Building Official Final Plumbing: a This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: s . All work authorized by this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. H All construction,alterations and changes of use of any building and stroctures3shall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or"roa land shall be maintained open foe' bblic nspection for the entire duration of the work until the completion of the same. p �cY F Electrical � 4 The Certificate of Occupancy will not be issued until all applicable signotures byAl the Bwldmg and Fire,Officials are\provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: v °^n 1.Foundation or Footing Rough: 2.Sheathing Inspection 1-All Fireplaces must be inspected at the throat level before firestflue lining is installed Final: - - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: S.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. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: ° All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel r r Application Health Division �����` Da e Issued 4(( t(( Conservation Division Jul 11201g Application Fee Planning Dept. 0`" ;��h�� Permit Fee 6 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address G`' ,- ,/ , Village V Owner S/ 9 9le e Telephone 2;7 Permit Request 1,eY12/1 6_25F 94 iZ0 R Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation /�O�r. 6 Construction Type 1z1 gkl,4rla/-� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use - - Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name G 10g 4716kd Telephone Number 7 1 4L- Address A9 ;w&&& 4�)/1 License # 149,e-, f 8 4 4,�/3aG�i�A Home Improvement Contractor# /.� 3 5G 7 Email ilk �/� jPe���✓,&,/r&IA Z:t4 , Worker's Compensation # tcAe �-!T J -3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE t� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE k OWNER F } s DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ?` FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. a i I The Commonwealth o Massachusetts s t Department oflndustrlalAccidents 1 Congress Street, Sulte 100 Boston, MA 02114-2017 www,mass,gov/dla Workerse Compensation Insurance Affldavltl Builders/Contractors/Electrictans/Plumbers, TO BE PILED WITH TUE PERMITTIKO AUTHORITY, Appilunt rtformallon `�� P e le Print Lezibly Name (Business/OrganizaHon/Individual); Cape Cod Insulation Address: 18 Reardon Circle City/State/Zip; South Yermouth,MA 02664 Phone#; 508-775-1214 Are you an employer?Mock the appropriate boxt Type of project(required); lQ l em a employer with 48 employces Mll and/or part-time), 7, ❑ New construction IM I am a tole proprietor or partnership and have no employees working for me In 8, [] Remodeling any oapeolty,(No workers'comp.Insuranoe required,) 371 am a homeowner doing all work myself. (No workers'comp,Insuranoe required,)t 9, ❑ Demolition 4,01 am a homeowner and will be hiring contmotors to conduot all work on my property, 1 will 10 [3 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11,❑ electrical repairs or additions proprietors with no employees, $,M I am a general oontraotor and I have hired the sub-oontreotors listed on the attnohed sheet, 12,❑Plumbing repairs or additions These sub-oontraotora hove employees and have workers'comp,Insuranoc,t 13,[]Roof repairs 6,[]We are a corporation and Its oPtioers have exerolsed their right of exemption per MOL o, 14, Other W eatherization 152,I1(4),end we have no employeos,iNo workers'comp,Insurance required,) Any applicant that checks box Nl must also Rll out the section below showing their workers'Compensation polioy Information. t Homeowners who submIl'IdI79davit Indicating they an doing all work and then hire outside oontraotors must submit a new affidavit lndlosting such, tContraotors that oheok this box must atuohed an additional sheet showing the name of the sub-oontraotois and state,whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,polloy numbsr, 1 am an employer that is provlding Workers comp email on Insurance for my employees, Below is the polldj�--and job site trlJormation. Insurance Company Name; Atlantic Charter WCE00431902 Polley#or Self Ins,Llo,#; expiration Date, 06/30/2018 _ Job Site Addrossl2 D �a2 I.,�/ /fv i�� >~— Clty,/State/Zips { +' G '3 Attach a copy of the'workers eo pensatioa policy declaration page(showing the policy number and explration date), Failure to secure coverage as required under MOL o, 152, §25A is a criminal violation punishable by a fine up to$1,500,00 and/or one. oar Imprisonment, as well as civil penalties in the form of a STOP WORK ORDLR and a fine of up to$250,00 a day against the violator,A Copy of this statemgnt may be forwarded to the Office of Investigations of the DIA for insurance coverage veri$oatlon, 1 do It¢reby car de the pales and penalties of perjury that the lqormation provided above is true and correct, r +„i7u i "rl arr ' P1oe#t 508.775.1214 Official use only, Do not write in 111ls area, to be completed by city or town 01 lotal, City or Ttiwnl Permit/License#_ Issuing Authority(circle ones 1, Board of Health 2, Building Department 3, City/Town Clerk 4, Electrical Inspector••5► Plumbing Inspector 6, Other Contact Persons Phone#1 I Offloe of Consumer Affairs and Business Regulation 10 Park Plaza • Suite 5170 Boston, Matm%;�Jraotor setts 02116 Home Improvem5 Registration Type; Corporation ti Re'g{sfratb ' 16368T Cape Cod Insulation Inc Expiration: 18 Reardon Circle -� Exp n: 12/14/2018 So, Yarmouth, MA 02664 '$OA 1 20M�06l11 Update date Address and return card, Mark reason for change, �'+ ._. •.,,.,• ,..___•_ ,r._....__., ._.__.__ .r ---l�-Aclrlr.�aa.�-•�•L1 ;r�l_�..�t�,olayt�cnt,.�l•J��st.r„,c�.i _.. �s�oa�y+concuea�tl a�GY�aaeav/ccwstld• ___.....,. OMloe of COneumerAffalrs&Builneee Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only ; ' e� Corporation before the expiration date, If foun urn tot ux -ration Oftice of Consumer Affairs and 191 sa Regulatlon ` 12/14/2018 10 Park Plaza• 05170 lop Cape Cod Insu i.. .i,�4• -� Boston,MA 11 Henry Cassidy 18 Reardon So,Yarmouth, Undersecretary t tal hoot sl atyy I I / I l�z Commonwealth of Massachusetts DIVlalon of Professional Llcensure -Board of Building Re ulltlons and Standards I ` Cons��,2t ♦t��•lf'p',rvisor •,�,, spires: 11/11/201.9 HENRY E Y► 8 SHED CAyj91DY ROW ; WE3T YARM0d1,T�-)-A X I ���«fISS�f;IL�`� S ' Commissioner ' I AC 0" CAPECOD-27 KDOYLE �..� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 04/03/2018 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 pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsements , PRODUCER CNRMPCT Rogers&Gray Insurance Agency,Inc. PHONE A/c Nc; 877)816-2156 434 Rte 134 A/c No Ext South Dennis,MA 02660 mall ro ers ra .com INSU ER AFF RDINO COVE OE NAIC q INSURER A'Peerless Insurance Company 24198 INSURED INS9RERB:S8fejy Indemnity Insurance Company 33618 Cape Cod Insulation,Inc. INSURER C•Endurance American Specialty Insurance Company 41718 18 Reardon CirclINSURER D•Atlantic Charter Insurance Company 43 426 • South Yarmouthuth,,MA 02664 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN., THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR LTR TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP POLICY NUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 110001000 CLAIMS-MADE �X OCCUR BKW63328281 04/01/2018 04/01/2019 DAMAGE TO RENTED 100,000 MEQ EXP(Any one arson 5,000 PER NAL DV INJURY 1,000,000 EN'L AGGRE ATE LIMIT AP LIES PER: GENERAL AGGREGATE 2,000,000 X POLICY LOC PR D CTS•COMPIOPAGG 1 210001000 OTHER: B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,ODO ANY AUTO 6232707 04/01/2018 04/01/2019 OWNED SCHEDULED BODILY INJURY Per Person) AUTOS ONLY X AUOTNOpSy���Ep BODILY INJ RY Per accident 1,000,000 X A�WS ONLY X AUTOS ONLY P08�R�nt AMAGE C UMBRELLA LIAR X OCCUR X EACH OCCURRENCE 2,000,000 EXCESS LIAR CLAIMS-MADE R/O EXC10006636002 04/01/2018 04/0112019 A GRE A E DED RETENTION$ Aggregate 2,000,000 D WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ANY PR��OPREIIETggOEERRR/PARTNER/EXECUTIVE /N WCE00431903 06/30/2017 06/30/2018 W'FICEorylnryll)EXCLUDED? N NIA E.L.EACH ACCIDENT 1,000,000 If YYea,describe untler E.L. I EASE•EA EMPLOYE 1,000,000 DESCRIPTI N OF OPERATIONS below 1,Q00,000 E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101rAddltlonal Remarks Schedule,may be attached If more Space Is required) Workers Compensation Includes Officers or Proprietors. Additional Insured status Is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certificate Holder, CERTIFICATE LDE CA QELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE CORD 26(2016/03) 019BF2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:F584F65C-3B53-4524-A60B-BCC4F1248AC9 of THI: ro Town of Barnstable Regulatory Services sA>IvsTAacE, Richard V. Scali, Director MASS. 9�pA 1639. ,0. Building Division rFo Mpg Q. Paul Roma 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 I, Barry Neagle , as Owner of the subject property hereby authorize C.�--' ,��� �� to act on my behalf, in all matters relative to work authorized by this building permit application for: 314 Old Oyster Road Cotuit, MA 0263 5 (Address of Job) EDocuSigned by: - p[ju� 5/22/2018 17:54 PM EDT a.rzocg�zaasr��a Signature of Owner Date Print Name If.Property Owner is applying for permit,please complete the Homeowners License Exemption Form. C:\Users\decollik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\L7U69LF2\EXPRESS(2).doc 01/25/17 I Bowers, Edwin ; To: Paul Rhude Subject: RE: 314 Old Oyster Rd &29 Spring brook Lane The original House remains 671 Main The New units are under 675 in our system_I can get you.permit numbers if needed From: Paul Rhude [mailto:prhude@cotuitfire.org] Sent: Thursday, September 07, 2017 3:16 PM To: Bowers, Edwin Subject:314,01d,Oyster Rd &29 Springbrook.Lane. Both passed fire inspection. r Do you have any permit info on 675 Main st(Al-D units)? I only have the main house at 671 main St. Thanks, Paul Paul Rhude,Chief Cotuit Fire 64 High St. Po Box 1632 Cotuit, MA 02635 (508)428-2210 Office (508)274-6086 Cell 1 . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 7 Parcel ( � PP A lication # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Ok Historic - OKH _ Preservation / Hyannis Project Street Address D Village Owner Address : Telephone _Z 7 04�" 4,612 3 Permit Request i,�4!f 2!:2 / *'1ZdKefd' Z ZG 6,110JS Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Gev a Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 4No On Old King's Highway: ❑Yes ,�i No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name is g,jl,4 z1 Telephone Number Address /f License# Home Improvement Contractor# Emaila e44V s>�l�Z ode, 1),q Worker's Compensation # ZZ�315 /GZ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 6 L5"lf7 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 GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT. ASSOCIATION PLAN NO. r r i� t Town of'Barnstkle `} Regulatoryi a; Services JUdiai3 V.Scati�Director # ° RuBding Division , l'Bia Yrtr�w l9 uitAio C�wraui ®sr' 200 main end,IIyacuoi„'MA02 01 4 eawd+mb.6aossta9r�e�:ug , :. Ofiatec'508.162- 038 ' fex .5178-39tJr6234 Frupper y tr Must: Complew and SizxtThis Section. If Usin f, , 13ARRY NEAGLE Owner of the su�ajrrs pr0prm y to acc on my be f, in all:Mttcra relzr+e to*OA ntlaorizcd by this;bu2c im pcnrz it app6cation for;. I 314 OYSTER RD,COTOIT,MAr.0.2635 (, dd�ess of job _. y�tul fenutz and dlmw are tfie rm-porwsibdity-of the applic=t: j are_trot to be fill-tl or utilized txl ow f�xtcc is M' s.ealled'and all foam l inspections wt rt�&I =d Z.cs.Epwd. .t . j S-I j* m CJwer: Si,gnura of 21Wka;nt �l The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations s 1 Congress Street, Suite 100 Boston,h7A 02114-2017 www.massgov/dla Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatioMndividual): Cape Cod Insulation Address: 18 Reardon Circle City/State/Zip:South Yarmouth, MA 02664 Phone M 508-775-1214 Are you an employer?Check the appropriate box: Type of project(required): 1, I am a employer with 48 4. ❑ I am a general contractor and 1 6, New construction employees(full and/or part-time),* have hired the subcontractors 2,[3 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,t 9. ❑ Building addition required,) 5, ❑ We are a corporation and its ME] Electrical repairs or additions 3,❑ I am a homeowner doing all work officers have exercised their 11,0 Plumbing repairs or additions myself, (No workers' comp. right of exemption per MGL 12,E Roof repairs Insurance required,] t c, 152, §1(4),and we have no employees, [No workers' ME Other Wsetherization 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 anew affidavit Indicating such, tContractors that check this box must attached an additional sheet showing ft name of the sub-contractors and state whether or not those entities have employees, if the subcontractors have employees,they must provide their.workers'comp,policy number, I am an employer that Is providing workers compensation linsurance for my employees. Below is t/te policy and)ob slte Informatlolr,, Insurance Company Name;Atlantic Charter Policy#or Self-ins, Lie. #:WCE00431:902 Expiration Date:6/30/2017 Job Site Address: I/ d�� 4�����,�� ��may-"- City/State/Zip f�2 L �3r 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 t50.00-a day against the vlolgtor. 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 thepains andpenaltles ofperjury Thal the Information provided above is true and correct, SignatureLHenry Cassidy M.M." y ...�.-.�.� .M.y Dates 7 Phone#: 508-775-1214 Offlclal use only, Do not write in this area,to be completed by city or town offlcial, City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4, Electrical Inspector 5. Ply(nbing Inspector 6.Other Contact Person: Phone M I Massachusetts Department of Publl.c Safety Board of Building Regulations and Standards License; 08-100988 Construction Supervisor " HENRY E CASSIDY" 8 SHED ROW WEST YARMOUf H t�J •�' + �� ' M l� Expiration; Commissioner 11111/2017 i• Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Ma fettoUsettS 02116 Home Improveme:rlC.©`iijractor Registration Type; Corporation ; .(i Registration; 153567 Cape Cod Insulation, Inc ,,, ; � w Expiration 12/14/2018. 18 Reardoh Circle So, Yarmouth MA 02664 �•— ""SG`R.1 45 20M.06/11 Update Address and return card, Mark reason for change, ...• .....•_.----__._.____.•—____..._�..�_..._....�._-......_._..____..,...._.._.._.....:_.._............_.._....._.(�-�1�1�:c�s.�r,...("�.f'1Fru+.u:a:_r!�,•r:;!o��rr�ort_�1-J_os.±.Cax�+... �e�ar�tmcararuaa•�G/cy��lrwd«c%�wetc5 Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only I T,y'a1 Corporation before the expiration date, If foun urn to; * tsx Iratlon Office of Consumer Affairs and sl ss Regulation �r'ai ftc!:.•,.`cai++ 12/14/2018 10 4MA 1170 r ;r ;&- BoCape Cod insul�tf"`-' 1 ':'Henry18 Reardon Circ'So,Yarmouth,MIR : 4;s>��' CyVndersecretary hout si atu CAPECOD-27 KDOYLE CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDN"Y) 03/30/2017 THIS CERTIFICATE 15 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 pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED, ubject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rls hts to the certificate holder In Ileu of such endorsements. PRODUCER ACT Rogers&Gray Insurance Agency,Inc, a Fax 13,T Rte 134 c o Ext r acNo; 877 816-2156 South Dennis,MA 02880 MaN r ers ra .com INSURERS AFFORDING COVERAGE NAIC# INSURER ;Peerless Insurance Company 24198 INSURED INSURER a Safety Insurance Company 39454 Cape Cod Insulation,Inc. INSURER C;Endurance American Specialty Insurance Company 41718 18 Reardon Circle INSURER D Atlantic Charter Insurance Corriparly, 44326 South Yarmouth,MA 02004 INSURER E INSURER P t COVERAGES CERTIFICATE INUMBE : REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH'THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, NOR ADOL 9UBR POLICY'EFPnMyl POLICY EXP LIMITS ITR TYPE OF INSURANCE POLICY NUMBER A X .COMMERCIAL GENERAL LIABILITY ' EACH OCCURRENCE 1,000,000 CLAIMS-MADE OCCUR R/O CBP8263083 04/01/2017 04/01/2018 DAMAGE TO RENTEDPREMISES We occurrence) $ 100,000 MED EXP(Any one ersoh 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'LAG0R OAT LIMIT AP I SPER: 2,000,000 GENERALAGGREGATE X POLICY�j PRODUCTS-COMP/OP AGO 2,000,000 OTHER: AUTOMOBILE LIABILITY �� COMBINED SINGLE LIMIT ANY AUTO 8232707 COM 01 04/01/2017 04/01/2018 BODILY INJURY Per ereon AUTO6 NLY X J8y8?ULED $ODc 1000,000NL X A0S ONLY 9 op0OD POe U d , cl�nl AMAGE C , x UMBRELLA LIAR I X I OCCUR EACH OCCURRENCE 2,000,000 EXCESS LIAR CLAIMS-MADE R/O EXCl0008633001 04/01/2017 04/01/2018 $ AGGREGATE KKDEEED RNNETENTIINON$ Aggregate 2,000,000 D Af�D EMPLOYERS t ABTIL�TY / X PER OTH• pFFI�EFMIM EXCIUDED7ECUTIVE N/A WCE00431902 08/30/2018 08/30/2017 E.L. 513 ACHACCIDENT ll�M E 1,000,000 en a cry In ) 1,000,000 It yes,describe under E.L.DISEASE-EA EMPLOYEE DESCRIPTION OF OhERAT10 S below E,l.DISEASE-POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLE$ (ACORD 101,Additional Remarks Schedule,may be attached It more space is required) Vorkers Compensation Includes Officers or Proprietors. Wditlonal Insured status Is provided under the General Liability and Auto Liability when required by written contract or agreement with the Certificate Holder, CERTIFICATE LDE ELL TI N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) 01988.2015 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD i Town of Ba' rnstable P E r 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application,No: B-17-1161 Date Recieved: 4/21/2017 ` Job Location: 314 OLD OYSTER ROAD,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Balanced Hvac Inc State Lic. No: 143 Address: 15 JAN SEBASTIAN DRIVE, SANDWICH, Applicant Phone:. (508)428-0974 MA 02563 (Home)Owner's Name: NEAGLE,BARRY P&MARY LOU TRS Phone: (774)238-6073 (Home)Owner's Address: 356 COLONY KEY CIRCLE, ATLANTIS,FL 33462 Work Description: Installation of new central AC system to serve two floors. CD r 03 Total a Value Of Work To Be Performed: e ormed: 16 2$ 00.00 _ .. t� m Structure Size: 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent-to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have- been authorized to make this application. I understand that when a permit is issued,it is'a'permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,.,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance: . Signed: _ Lincoln Stubbs 4/21/2017 (508)428-0974 Applicant' Date Telephone No. Estimated Construction Costs./Permit Fees Total Project Cost: $16,200.00 Date Paid' Amount Paid Check#or CC# 1 Pay Type Total Permit Fee: $85.00. 4/21/2017 $85.00 XXXX-XXXX,3XXC- Credit Card 3393 Total Permit Fee Paid: $85.00 7,5 S RI,�Y - - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 2 /K Q t 1e 8U!�.Di'3�t�'i Map d Z Z Parcel 1 L ®EST Application Health Division DEC-8 Q 2016 Date Issued , Conservation Division Application Z Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board - Historic - OKH _ Preservation/ Hyannis Project Street Address 314 4L7� D�IS1 L YLc� Village ('6111 i T Owner LWa4 LeV MA&4l,f = Address b Q) i2cf Telephone Permit Request \J 40W Ind RVW L AAAel k r Square feet: 1st floor: existing proposed sG 7 2nd floor: existing 66,D proposed — Total new 0 7 Zoning District —11,� Flood Plain k Groundwater Overlay LTSnjAVmr— Project Valuation /Z o, at bv Construction Type (,jOU i7 Lot Size H 3, &oq S_� . Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 5k Two Family ❑ Multi-Family (# units) Age of Existing Structure 2-0 Historic House: ❑Yes S(No On Old King's Highway: ❑Yes 2 No Basement Type: U Full LYCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 70 Number of Baths: Full: existing Z new Half: existing 4 new e* O Number of Bedrooms: Z existing I new Total Room Count (not including baths): existing 7 new Z First Floor Room Count 7 Heat Type and Fuel: 4Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 9 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ANo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 3 existing Lq new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes X No If yes, site plan review# Current Use keLlce Proposed Use yiyad-At _ APPLICANT INFORMATION - e (BUILDER OR HOMEOWNER) Name _ICE/C/C r vl o s Telephone Number �&fj Address 6dLk1 UZ License# CS �O�71ITS !/h am Home Improvement Contractor# l qh o L! Email LftoNO Cft%� he74" Worker's Compensation # yG — S8(140G—ct ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r b SIGNA R DATE 12, t .9 167 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION A FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING i . DATE CLOSED OUT ASSOCIATION PLAN NO. ` Additions at 314,O1d Oyster Rd_Cotuit,MA Right Side __ _ '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 ! ''f�®O /r u Check Compliance V �ia 1.1 SCOPE - EPT Wind Speed(3-sec.gust)..........................................................::... :............:.....:::.................:.... 110_mpFi ✓' Wind Exposure Category �wY! ., .. .....................B 1.2 APPLICABILITY � Number of Stories(a roof which exceeds 8 in 12 slope s�ail'b4ec�sldeeas`tojry) stories <2 stories• ✓ Roof Pitch ........:.......:...............: (Fig 2) HLj_....:.... '12 <_12:12 ........... .... Mean Roof Height ..............................................................(Fig 2) :....:.:.................... 18 ft 5 33' BuildingWidth,W .......................... ....... ..............:.........(Fig 3) ......,,. ....................,.......... oft :580' ✓ Building Length, L........... :...:................................:.:.............(Fig 3):........::...:... .......:...:..::........... ft <_80'. ✓.: Building Aspect Ratio(LNV) .... ... ................(Fig 4) ....:............... 1.44-<—3:1.. /�. Nominal Height of Tallest Opening2 ...... .......::.:..:.:.(Fig 4) .....:... ......... 6'6' 1568 1.3 FRAMING CONNECTIONS ... General compliance with framing connections....................(Table 2)............::................................................. ✓ 2A FOUNDATION Foundation Walls meeting requirements,of 780 CMR 5404.1 Concrete..*.........: :.::........:....................:.................:;........... .............:..:.. .........:.....:......... ✓ Concrete Masonry ......................... . 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).....:::.....;....... .:. .59 m. ✓ Bolt Spacing from end/oint of late:..........:.. (Fig 5 .........::. 6" in.<_6"-12" P 9 j P .... ( g )...:......::..::........ 12"in. i 7" Bolt Embedment:—concrete................................. :.....(Fig 5).......:..:.......:: .: : ./ Bolt Embedment—masonr y....................................;.::..(Fig 5).....:...................,.................. in. >_15" Plate Washer..................................................................(Fig 5)......................................'........>!.3".x 3"x'/4'_ ✓ .. . .: 3.1 FLOORS . Floor framingmembers ans.checked ..........:: (per 780 CMR Cha ter 55 P (P P ).....:...........................:: Maximum Floor Opening Dimension..............................:.:..(Fig 6).............................................:...._ft 5:12' �L 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)........:......................................:...:o ft :5 d ✓ Maximum Cantilevered Floor Joists . . < ✓Supporting Loadbearing Walls or Shearwall.............:..(Fig 8):.:.::............:.::.............:. . :. : ....... 0 ft d Floor Bracing at Endwalls........................ .........(Fig9 Floor Sheathing Type ........................:...:..............::..:........(per 780 CMR Chapter 55)................................... . Floor Sheathing Thickness ....................................................(per 780 CMR Chapter 55 N" Floor Sheathing Fastening................................................:: Table 2):. 8 d nails at 6 in edge/ 8. in field ✓ 4.1 WALLS Wall Height Loadbearing walls............. (Fig.10 and:Table 5).. ..8'6" ft:<_10' Non-Loadbearing walls...,.::.:...............::::................:::.(Fig 10 and Table 5) ...:................::.:..8'6" ft <_20' Wall Stud Spacing ....... ...................:.............................(Fig 10 and Table 5)...............:... 16 in.:5 24"o.c.. ✓ . Wall Story Offsets ::.:.... ..........................(Figs 7&8)................ ..............::.:o ft <_d ✓ 4.2 EXTERIOR WALLS3 Wood Studs Table 5 ..:..:: 2x 6 - 8 ft 6 in.: , . ✓ . Loadbearing walls: .. ( ) Non-Loadbearing walls..... ........ ...... ..........(Table 5)......,...:...................2x 6 - 8 ft 6 in.. ✓ Gable End Wall Bracing' Full Height Endwall Studs.:............ ......... ...... ... ....(Fig 10) ..... ..................:......... ........................... WSP Attic Floor Length.....:...............................::.........(Fig 11)....................................._........ fY>!W/3 . ✓ Gypsum.Ceiling Length(if WSP not used).........:.........(Fig 1.1)......... :...:..:.....:.._ft>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 ft ✓ Splice Connection(no.of 16d common nails)..............(Table 6).................... AWC Guide to Wood Construction in:High Wind Areas: 110 mph Wind Zone: Massachusetts.Checklist:for Compliance(780 CMR 530t.2.1.1)1 Loadbearing Wall Connections 2 Lateral(no.of 16d common nails)................................(Tables 7)..........................................:.......... J Non-Loadbearing Wall Connections Lateral(no. of 16d common nails).. ............ ......:..(Table 8).... ......... ........ 2.. J.. Load Bearing Wall Open ings.(record largest opening but check all.openings for.compliance to Table 9) Header Spans ......... ........(Table 9)................................. 3 ft_0. in.<_11, ............................ ✓_. Sill Plate Spans ............................(Table 9)............:.:................,.:?ft 6 in.<11' Full Height Studs(no. of studs)...::...............................(Table 9)................................. .....:........... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)::..............::...'............. 5 ft 6 in. :5.12' Sill Plate Spans................ ..:...... ......:. ............(Table 9)...... ........................... 2 ft 6 in. <_12" Full Height Studs(no. of studs)......................:::...........(Table 9)....................................................::... 2 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening 2 .....:.. I...............: 6'.g<6'8° ....................... :Sheathing Type....................................'..........(note 4)......... 1/2"CDx . Edge Nail Spacing..,........................ ............(Table 10 or note 4 if less).......................: 3 in. Field Nail Spacing ............ ........... ......(Table 10)............................... h in. _ . Shear Connection(no.of 16d common nails)(Table 10)..... .............................................. 2/ft. Percent Full-Height Sheathing .. Table 10 ..... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..:......:.......... Maximum Building Dimension, L .....:......... 6�8"<6'8„ Nominal Height of Tallest Open ing2.......:.............. :....... _ Sheathing Type...:..........................................(note 4).......................:............................. 1/2^:CDx �L Edge Nail Spacing ..........(Table 11 or note 4 if less)..................:.... 3 m: Field Nail Spacing.. Table 11 m; p g... ............................. ( ).............................. Shear Connection(no.of 16d common nails)(Table 11)..... ........ 2/ft. ✓ Percent Full-Height Sheathing ..: Table 11 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Rated for Wind Speed?....: ......::............. ✓. 5.1 ROOFS Roof framing member spans checked?..............:.........(For Rafters use AWC Span Tool,see BBRS Website) ✓ Roof Overhang. (Figure 19) 67, ft<_smaller of 2'or L/3 ✓:: Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................. ...(Table 12)............................... ....:....U=170 plf .Lateral ...........................:. ...(Table 12)...........:.................................L=.176 plf Shear.........::................. (Table 12)...::....... ..............:..............::S=1�plf r . Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..... .....................T= 130 plf ✓; Gable Rake Outlooker.............. :........................(Figure 20) .............._0 ft<_smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift..... :: (Table 14)..... _ 417 ✓ U- lb.. Lateral(no.of 16d common nails).:.(Table 14)..............:........... I .'...L= Ib. ✓' Roof Sheathing Type...........................:.......................(per 780 CMR Chapters 58 and 59) ........... ✓ Roof Sheathing Thickness..............: .......... 1/2 in. >_7/16"WSP ................. ......... ............................:...... Roof Sheathing Fastening........:.................:;...:..............(Table 2)................................::........................8D 4 in..4 in. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts.Checklist for Compliance(7so,CMR 5301.2.1.01 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. 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. V*EN TM EDGE FWM ON — - -- 14, .11 11.. �1 •.mac( .. . 1 n- a al DOU9LE SDC�I MULSPACNG See Detail on Next Page IL Vertical and Horizontal Nailing• for P,artel`Atthchmen 1 { AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone; Massachusetts Checklist,for Compliance(7so cMx s3oi.2.1.1)1 d � f_ FRMA� ME EDGEPFUREMDA r t. r: STAGGEaEo NAIL FATiEAN RAfL�' VAfCEL EDGE DOUBLE NAIL EDGE SPACmO Dam Detal f Vei " and Horizontal Nailing, for Panef Attachment. Additions at 314 Old Oyster Rd.Cotuit;,MA GARAGE- 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 BU/Co/NG Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)......... ........ .................... ........ .... r 110 mph Wind Exposure Category......... ....... ....... ......... ......... 4A.M. B 1.2 APPLICABILITY TOUI/JV® Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a s1ooryA P1a„stories <_2 stories ✓ Roof Pitch ................................................. _12:12 12 <...............::(Fig 2) .... �4�1 Mean Roof Height .............g .:(Fig 2) .... ........ ...... ft <_33'. ✓ Building Width,W ..............:..................::............................(Fig 3)..................:... 118'ft <80 ✓ Building Length, L.........................::...:..:...............:...:.........(Fig 3).................................................22. ft s 80'. ✓ Building Aspect Ratio.(L/W) .... (fig 4) 1.88 <_3:1- Nominal Height of Tallest Opening2 ..... (Fig ) <618" Fi 4 :... 6'll 1.3 FRAMING CONNECTIONS' Hold Downs at Garage Doors 2 Simpson HDU 8 General compliance with framing connections..: :.........(Table 2).....::...:.............:........................:..:.......... ✓ 21 FOUNDATION Foundation Walls meeting requirements of 780 CMR:5404.1 Concrete..,........ ............... ...................................... ........................... ✓ . ConcreteMasonry..::................. ......................................... ...................... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only. Bolt Spacing-general..... ................. .. .........(Table 4).....::...:.......................:............. 24" in. ✓ Bolt Spacing from end/joint of plate ...............:.............(Fig 5)........,.: :.::. 6" in. <_6"_12",. ✓ - - Bolt Embedment-concrete..................... ...................(Fig 5) .......................:............... ........ 12"in. >7" Bolt Embedment-masonry........... ............:.....;..(Fig 5)....::................... .................. in. >15" Plate Washer...............r..................:...............................(Fig 5:)......................................:........>_3".x 3"x%< ✓ 3.1 FLOORS Floor framing member spans checked .....:.:...:................. .:(per 780 CMR Chapter 55)..................................: Maximum Floor.Opening Dimension........:: .................::..(Fig 6).....:......,............: ................. _ft<12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..............:.......... ..... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................:(Fig 7) ........................o ft <d, Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall......,..:...:..(Fig 8):......:..............................::........:... . ft <_d Floor Bracing at Endwalls........................ .........(Fig 9 Floor Sheathing Type ........................:. (per 780 CMR Chapter 55)... ..................:............ , Floor Sheathing Thickness ...... ......... ......:..................:(per 780 CMR Chapter 55)...............:....... 3/4" in. Floor Sheathing Fastening:......:........................................::(Table 2):. s d nails at o in edge/ 8 in field 4.1 WALLS Wall Height Loadbearing walls.......................... ..:::......:(Fig 10 and_Table 5 ........9 ft s 10, Non-Loadbearin wails.................... ...:..(Fig 10 and Table 5 _ Wall Stud Spacing ......: ..(Fig 10 and Table 5 .. 16" in.:5 24"o.c:. ✓ . Wall Story Offsets .......:..........::...:................................(Figs 7&8).........................:. .... 4:2 EXTERIOR WALLS' Wood Studs Loadbearing walls.:................:....... ......(Table 5).....:....................:...2x 4 - 9 0 in.. ✓ Non-Loadbearing walls..... ......... Table 5 ......:2x 4 - 9.'ft o in. ✓g ............... ( ).....:.............. . Gable End Wall Bracing Full Height Endwall Studs.... :........ .......................(Fig 10)....................... ............: WSP Attic Floor Length:.::.......:.............. ..............::.......(Fig 11).............................................. ft>_1IV/3 ✓ _. Gypsum Ceiling Length(if WSP not used)..:....... .........(Fig 1.1)... ....:..:................. o:ft>_0.91N: ✓ 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 ft ✓ Splice Connection(no.of 16d common nails):.............(Table 6)........................ .. /� AWC Guide to Wood Construction in High Wind Areas:110 mph:Wind Zone` Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 Loadbearing Wall Connections 2 Lateral(no. of 16d common nails)... . ......: .............(Tables 7)...::.............. ✓ Non-Loadbearing Wall Connections . Lateral(no. of 16d common nails).. ......:. ....:.:......:(Table 8)....... 2 ✓. Load Bearing Wall Openings(record largest opening but:check all openings for compliance to:Table 9). Header Spans :.........(Table 9).......:......:.........,. : 9 ft.2 in. <_11,........ — J Sill Plate Spans .......:................. :...............................(Table 9).....:....:........................._ft_in. <_11' Full Height Studs (no. of studs)....:.............. .............(Table 9)....;....:.:.................................. .........— Non-Load Bearing Wall Openings(record largest opening but check all openings.for compliance to Table 9) 9 s 6 Header Spans.................................."...........................(Table ).:................................ ft in:<_12' Sill Plate Spans................ ...................(Table 9).................................:0 ft 0 in. <_12". ✓ Full Height Studs(no.:of studs),,... ................................(Table 9)....... .................... .;::... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W 14': From concrete less than 6.81 6.g. ✓ Nominal Height of Tallest Qpening2 ..................... Sheathing Type.........::....... .......(note 4)......... ................... ✓ Edge Nail Spacing..........................................(Table 10 or.note 4 if less).......................:_in. Field Nail Spacing ..... Table 10 ................:.................................6 : in. Shear Connection(no.of 16d common hails)(Table 10). ............................. .................... 3/ft. Percent Full-Height Sheathing.......................(Table 10)...........::.................'.................... 57%. 5%Additional Sheathing for Wall with Opening>6'8".(DesignConcepts)..:................. V _ Maximum Building Dimension, L 22' Nominal Height:of Tallest Open 2 .. .:.............:.... 6'6"<_6'8 p g ........... ..._ Sheathing Type..............................................(note 4)........:............. ..................... ....... 1/2"CDx �L Ede Nail Spacing ........ Table 11 or note 4 if less .................: :. . 3 in. Field Nail Spacing ......... Table 11 in. Shear Connection(no.of 16d common nails)(Table 11).............. . 2/ft., ... 57— Percent Full-Height Sheathing ..: Table 11 ..... 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) : ...:..... .67 ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................................. (Table 12).................. ...:.....U=17o plf ✓ Lateral.......................................'.......(Table 12).............................................L= 176 plf ,/.. Shear............................::...:.............(Table 12)..........:.................................S='77 Pl f' ✓.. Ridge Strap Connections, if collar ties not used per page 21... (Table 13).........:.....................T=97 plf ✓ .....:................:(Figure 20 0 ft<_smaller of 2'or U2 Gable Rake Outlooker............... ( g ) .........:..._ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors, Uplift............................... .::..........(Table 14)..... U= 417 lb.. ✓ Lateral(no. of 16d common nails)...(Table 14).............7..........................L= U lb. Roof Sheathing Type......................:....:.. ..(per 780 CMR Cha ters 58 and 59 Roof Sheathing Thickness.................................<......... ..... ...;.... ........... 1/2 in.>_7/16"WSP �L Roof Sheathing Fastening. ..:.................:. (Table 2),....::............. sD 4 in.'4 in. �L AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (7so.CMR 5301.2.1.1)1 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 1.1 _ 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. 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.b.a 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. ` WHMnosEDWFMSMaN FRAMWOUSEW NAYS ATBb 1 to to fy itCIt IA Ses Detali on.: ext Page :VbrUmf and Horizontal Nailing for Pan m el At her i' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone: Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 - , V , F.wan MEMBERSEEME a LLLlILII`« .I 1. 1 1 f 1 .L•. ' STAGGED r:y M ?7AfLPATfEAN �: �., •,_ PANEL � .. PA111ELEDGE: . DOU ENAILEDGE SPAMGpeTAL ' Deta1; • Vertical and Nonontal Na6rig for Panel Attachment,, ` Massachusetts DePar mant of Public SaietJ i J Board of Building RegUlations and Standards License: CS-012653 Construction Supervisor NICHOLAS A LAGADINOS 13 THANKFUL LANE CO UI u MA 02635 -— — Commissioner 07/16/2017 J AN- The Comrnon",ealth of Massachusetts . Depaphnent•of Industpial Acd dents — Orke of Investigations 600 llrashingt©ra Street Boston,MA 02111 wmv mass.g '/dia . Workers' Compensation Insurance Affidavit.:Bu'dders/Contractors/Electricians/Plumbers Applicant Information ( r Please Print Leaib y Name(Busime�zit on&dividna1): L,t�C4 Pr1'�l ld� V►Ids�tq E: 7�S I GIB I �J�IE. Address: -- - -i L Tfth Ic.)l- / /l. City/state/zip: CUR r NVt OZGSS phone#- �-yb NZPi.-y011 7 Are yron an employer?Check the appropriate box: T of project r 4. I am a general contractor and i Type � J .. ( �= 1.® I am a employer with /p ❑ g 6. ❑New construction employees(fullandlorpact-times have hired the sub-contractors 2.❑ I am a sole proprietor or partner-- listed on the attached sheet. 7. ❑Remodeling ship and have no employees Thee sub-contractors babe 8. ❑Demolition .: w for me is capacity- employees and hire workers' working any apa ty. I 9. �Building addition. [No workeW.comp.insurance comp.insurance. required-] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No warms'comp. right of exemption per MGL 12.❑Roof repairs insurance required-]I c.152,§1(4),and we have no employees.[No workers 110 Other comp.insurance required.] ;Any applicant diat checks box#1 must also fill our the section below showing aheit makers'compensation policy informatiam Hameowms who submit this affidavit ubhcatmg they are doing all urink aid dun hue autside contrwtors roust submit anew affidavit mdicatmg sach- iContractors that check this box,must attached an additional met showing the name of the sub-cofactors and state whether or not those entities have employees. If the mb•contractats have employees,they must provide their workers'comp.policy number. lam an employer that is prnui&Wg workers'compensation insurance for my engAkTee.L Bdow is thepoliey'and job site informative r Imurance Company Name: (0 NTi.��(`1Z� Policy#or Self-ins.Lic.#: (a, Ug 6 9 n, -U) - 0 3 Expiration Date: L 1 Job Site Address: ,31 am w 4oy --Qt l: CityfStateJZip: fly.JU l t,wll'� 02 OF 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 andlor one-year imprisonment,as well as civil penalties in the form of s 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 iypuance coverage verification. I do hereby-& ify u th its and penalties of pedkrf that the information prodded.above is true and correct 4. .. 6 Si a Date: /Z Phone#: 2JA — Official use only. Do not write in this area,to be completed by city'or town official City or Town PermitUcense Issuing Authority*(drde one): 1.Board of Health 2.Building Department 3.Cityfrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other: Contact Person: Phone#: ��?�G• �Q0�4 _+ ti Office of Consumer Affairs and Business Regulation. 10 Park Plaza Suite 5170 Boston') Massachusetts 02116 Home-Improvement Contractor Registration -�=m 1 -i Registration: 104804 �-.. Type: Private Corporation Expiration: 711512GI8 Tr# 419291 LAGADINOS BUILDIN,G:& DESIGN; Nicholas Lagadinos � s 13 Thankful Lane um Cotuit, MA 026'35 ; °Update Address and return card.Mark reason for change. U Address I: Renewal F Employment n Lost Card SCA 1 co 20W05/11 y/ Office of Consumer Afrhirs&Busincss RcgvlaLon.ryJf/IC ./JQ License.or registration valid for individual use only �HOME:IMPROVEMENT CONTRACTOR before the•expiration date. If found return to: 7' Registration:; '!04804 Type: Office of Consumer Affairs and.Business Regulation ..y' Ezpirateon 7l15/2018 PnVate,Corporation 10 Park Plaza-.Suite5170 - 02116 on,MA LAGADINOS BUILDING&sDESIGN {NC Nicholas; Lagadinos` 1.3 Thankful'Lane .` �•.c..:._ z t• .:.._! Cotuit, MA 02638 Undersecretary Not valid Withoudigna ure ® DATE(MM/DD/YYYY) 1/20/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ARID 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 Ashley Clark NAMLeonard Insurance Agency, Ina PHONE (508)428-6921 AC No:(508)420-5406 683 Main Street E-MAILss:Ashley@leonardagency.com Suite B INSURER(S)AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER AA lied UW Captive Risks AUC001 INSURED INSURER B: Lagadinos Building & Design, Inc. INSURERC: INSURER D: 13 Thankful Lane INSURERE: Cotuit MA 02635 1 INSURER F: COVERAGES CERTIFICATE NUMBER WC Master 2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN.IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS _COMMERCIALGENERALLIABILITY —..-EACH OCCURRENCE-------$--------•---- CLAIMS-MADE OCCUR PREM SESOEa occu Dnce $ MED EXP(Anyone person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ POLICY❑PRO LOC JECT PRODUCTS-COMP/OP AGG $ OTHER: $ 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 DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB H OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N N/A A (Mandatory in NH) 46-880906-01-03 1/2/2016 1/2/2017 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(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Builder in Massachusetts. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE D Flett/LEODFlLrl3�/�/�Qt/LLC ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) rti . Town of.Barnstable o� Regulatory Services t - MASS g, Thomas F.Geiler,Director i63y. �e Building Division Tom Perry,Building Commissioner 200 Main Sheet,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 as Owner of the subject property hereby authorize Xl1C�L 4&63mlo s to act on my behalf, in all matters relative to work authorized by this building pet=t D! 51�°..�C fr� ►�'1�- (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. Sigmtare f er ' Signature of Appli NIN Print Ane Print Name 14>1z,0111 Date Q:FORMS:OWIdIWMN ISSIONML-S 6=2 'Town of Barnstable f . Regulatory Services Thomas F.Geder,Director . Building Division Tom Perry,Budding Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 110MEOV4UR UCENSE ExEa=ON Please Print DATE: JOB LOCATION: number sued village name home phone# work phone# CURRENT MAILING ADDRESS: city/town state up 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. DEFDMON 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 constFucts 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 minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signat, 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 HOMEOFV?WVS 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 2.15) This Iack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fatly aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in your community. C:\Users\deoollk\AppData\LocalW=soft\WindowslTemponuy Internet Files\ContmtOutlooklQRE6ZUBN\EXPRESS.doe Revised 053012 • REVISIONS: 28 LOCUS INFORMATION NO. DATE DESC. CURRENT OWNER: BARRY P.NEAGLE�REVOCABLE TRUST OVERLAY DISTRICT: ESTUARINE OVERLAY _ -BARRY P.NEAGLE TRUSTEE - - i' NITROGEN SENSITIVE o TITLE REFERENCE: DEED BOOK 30024, PAGE 264 ZONE: _ PARTIALLY WITHIN _ _ - z o4 W y N PUN REFERENCE: PLAN BOOK 340, PAGE 66 FEMA FLOOD 3 y Z ZONE DISTRICT: - -X", DATED 7/16/14 — - - O] a ASSESSORS MAP: 022 - .' PANEL#25001CO539J PARCEL:- 128 -- - - LOCUS Pn MINIMUM LOT SIZE: 43,560 S.F. O _ ZONING DISTRICT: RF _ SETBACKS: FRONT 30' EXISTING LOT SIZE: 43,609t S.F. - SIDE 15' - - - - REAR: 15' - - .LOCUS HAP ''' I CERTIFY TO THE BEST OF MY ' NOT TO SCALE - PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, • DIMENSIONS AND SETBACKS TO THE .. STRUCTURE AS .DETERMINED BY .. .. .INSTRUMENT SURVEY AND:AS SHOWN ON, .. - THIS PLAN ARE CORRECT. • ,� - i CRAIG A. .. s FlE1D � - Na.38039 .� A LOT7 P— 'DEC. 27, 2016 , q - - - - PR6FESSIONAL-LAND SURVEYOR DATE _ oe _ - 564'1\51•E 213.98'. I', 1w, J CERTIFIED 1 PLOT PLAN I' LOT6: 43,5933 S.F. WITH, ..N , PROPOSED a ADDITION 0 _ N - - PROPOSED GARAGE. : AT - - .. : I .. .. .� TREE LINE. ADDITION - SHE 39.0' : #314,' OLD OYSTER ROAD .. r BINNINOUS. I '� .. DRIVEWAY : IN - - COTUIT, BARNSTABLE n MASSACHUSETTS . I. MWUYENT � � . II FOUND 0 In (BARNSTABLE COUNTY) WATER ETER O h P / �' N 'APPROXIW TE EXISTING 3 BEDROOM - 2 STORY WO00 LOCATION.OF : SEPRC SYSTEM O V o EXISTING I I FRAME HOUSE SEPRC INSTALLED IN 1995 IFENCE I 1314 '95-1590 LOT 90 DECEMBER 27. 2016 5 I ' ik 91 �. O cL PREPARED FOR: 26.0' J // 79.0' BARRY NEAGLE O i j PROPOSED MASTER - BEDROOM ADDITION 356 COLONY KEY CIRCLE / 1' ATLANTIS, FL 33462 i BSC GROUP 349 Route 28,Unit D LOT9 West Yarmouth, Massachusetts 02673 508 778 8919 N74.41'47-W 166.26' © 2016 The BSC GroUP•Inc. I.: SCALE: 1' 20' - LOT5 0 2.5 5 10 ms 0 10 20" : 40 rter - PROJ. MGR.: CRAIG FIELD FIELD: C.ARNOLD - - - - -- _ - - - CALC./DESIGN: K. HEALY .. - DRAWN: K. HEALY/P. MAOIST. .. CHECK: CRAIG FIELD FILE: 56081-CPP.DWG - - DWG. NO: 6428-01 JOB. NO:.5-0081.00 SHEET 1 OF 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ?a1a� Parcel Permit# Health Division Q _I � QD A6W01,L Date Issued Conservation Division ZZ /c Application Fee - Tax Collector 0 Permit Fee li�D Treasurer C, SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND Historic-OKH _ Preservation/Hyannis TOWN REGULATIONS ` Project Street Address (6 Village Owner Address Sn—t✓ Telephone ' Lim'-71 )1 Permit Request CL 11i V/ Q Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation IQIM Construction Type Lot Size Im + Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Q/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Liemi Historic House: ❑Yes 01Vo On Old King's Highway: ❑Yes ❑No Basement Type: LIAII ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing 13 new First Floor Room Count oHeat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name k �. Telephone Number Address qv &SbW)h )n • License# W &3-7 U Home Improvement Contractor# f0 0 Worker's Compensation# WC -M S qL/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE D D i A FOR OFFICIAL USE ONLY r > -VERMIT NO. 4 DATE ISSUED MAP/PARCEL NO. `. ADDRESS. VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL m GAS: ROUGH] csv > FINAL ' cc m FINAL BUILDING r r m A a_ mm m n 4 DATE CLOSED OU'r m 0 ASSOCIATION PLAMNO. ! `m i;3 SCORE AND REMOVE EX. SIDING, MOUNT FLASHER CHANNEL ON SOLID PLYWOOD SHEETING 3"INTO J DIRECTLY INTO FRAMING SOLID WOOD EXST ROOF RAFTER y EXPANDED CONCEAL NEW FLASHING POLYSTYRENE AL SKIN, #3105 5205 UNDER EX. SIDING CORE H254 TYP T&B 'i ADHESIVE #10 PHILLIPS HEAD 410 5203 SST @ 15"OC #8 SMS @6"OC 5204 o BRACKETS) #8 SMS @ 24"OC $ + + + + + + + + �o w ROOF PANEL (SEE TABLE) + + + + + + H" + IT a a ROOF PANEL + + + + + HANG RAIL + + + + + + + + + N w = + + EXIST FASCIA, "L" 48' + (SEE TABLE) EA SINGLE PANEL WIDTH PROJECTION STRUCTURALLY ( ) 5206 FOR FASTENER TYPE, SEE / m 3 ADEQUATE SUPPORT, HANG RAIL ATTACHMENT (SEE TABLE) (BY OTHERS) TYPICAL ROOF PANEL CHART b8 SMS @ 6"OC ONES' EXIST �u o 1. THE NOTCHED PROJECTIONS (E.G.'2A N) GIVEN IN THE TABLE - ENCLOSURE STRUCTURE BELOW,ARE FOR BEAMS WITH A 1"NOTCH. FOR BEAMS WITH A 1/2" DETAIL ri TO i" NOTCH, L MAY BE INCREASED BY 4". FOR BEAMS WITH A 1" 2" 1' - 0" 405- o TO 1.5" NOTCH, DECREASE L BY 5". DO NOT USE A NOTCH GREATER HANG RAIL-AT EXISTING BUILDING THAN 1" FOR 30 AND40 PSF PATIO LOADS. 01-1 Max.Allowable Eave Projection"L"' Inches DETAIL z 2" = 1' - 0" 405- Rafter Snow Load s Size in 20 30 40 1 60 60 70 2x4 7.0 5. . .0 4.0 .0 HANG RAIL ATTACHMENT FOR STUDIO ROOF 2x6N 11.5 9.0 8.0 7 7 .0 7.0 .0 � ¢ ��. 2x6 17.0 14.0 12.0 10.5 10.5 10.5 to m fi 2x8N 24.0 19.5 16.5 15.0 14.5 14.5 Live Load s STUD WALL EXIST.EAVE MASORY BLOCK OR BRICK CONCRETE 2x8 30.0 24.5 21.0 18.5 18.0 18.0 (2)1/4"Lag Bolt w/ (2)1/4"Lag Bolt w/(2)1/4"X 2"Lag Bolt w/ 1/4"HILTI HIT HY20 1/4"HILTI KWIK- v S< <=30 3"min.embed 3"min.embed Lead Screw Anchor w/4"min.embed BOLT II w/2"min. a C NSnow Load s <=20 <=70 @16"o.c. @16"o.c. @12"o.c. @16"o.c. embed @16"o.c. Wind S d(mph) <=130 <=140 (2)5/8"Lag Bolt w/ (2)5/8"Lag Bolt w/(2)1/4"X 2"Lag Bolt w/ (2)1/4"HILTI HIT (2)1/4"HILTI KWIK- o O SIMPSON FramingBrackets A35 H9KT <=70 3"min.embed 3"min.embed Lead Screw Anchor HY20 w/4"min. BOLT II w/2"min. W Existing Facia 12x6 2x6 1@16"O.C. @16"O.C. @8"o.c. embed @16"o.c. embed @16"o.c. 3 Roof Panel Span Chart m WIND SPEED MPH 3 SECOND GUST o =120 1 =140 1 1 1 1 - Thickness Al Skin EPS Density Deadload SNOW LOAD PSF 8 ROOF TYPE Inches Inches Ibs) (PSO 20 30 40 50 60 70 80 g 3"Climatemaster 3 0.024 1.5 1.1 14'-5" 11'-11" 9'-2" 7'-5" 6'-2" 5'-4" 4'-B" g 3 3/4"Deluxe 3 3/4 0.024 1.5 1.2 15'-4" 13'-1" 11--5" W-10" B'-3" 7'-1" 6'-2" . 3 3/4"Ultimate 3 3/4 0.032 2.0 1.5 18'-0" 15'-4" 13'-5" 12'-0" 11'-0" 9'-5" 8'-4" ZN OF Mgss 3 3/4"Shin leable 1 3 3/4 1 0.032 1 1.5 2.8 19'-11" 17'-2" 15'-4" 13'-10" 12'-8" 11'-8" 10'-10" GARY J. a 6"Deluxe 6 0.024 1.5 1.5 18'-11" IS'-1" 13'-1" 11'-9" 10'-9" 9'-11" 8'-10" o D BIN 6"Ultimate 6 0.032 2.0 1.9 22'-0" 20'-3" 15'-10" 14'-3" 13'-0" 11'-3" 9'-11" o N. 4 / f�• °q 9F 6"Shingleable 6 0.032 1.5 3.1 22'-0" 22'-0" 20'-0" 17'-8" 15'-10" 14'-4" 13'-1' SPAN:DISTANCE BETWEEN TWO SUPPORT POINT / LE PER ICBO ACCEPTANCE CRITERIA SAFETY FACTOR OF 2.5 FOR BENDING,3.0 FOR SHEAR,U120 FOR DEFLECTION Soup Flu BETWEEN (6 MULLION AND WALE I 8 1 MODIFY OR RIP MULLION�j AS NECESSARY fi60 F + I/4'X 6'HE%ro.'MIN w ACTUAL IFILN. + } 2'INTO SOLID WOOD, PANEL MIN. I' + } 6'FROM TOP,BUT,$O � + + MID PO (TYP) p OR EXPANSION ANCHORS 4 6017 INTO BRICK OR CONCRETE SCREEN w /8�2 1/2'TEK SCREWS, a 1'IRON TOP,BUT,&O MID 0 0 P00lT Of WINDOW(TYP) 6 96 662 Or m 3 O d' O CONNECTION AT EXIST, STRUCTURE ~ z DETAIL W s 405- / �o IS x 2 1/2'TEK SCREWS, OO 9 0 I'FROM TOP,BUT,&O MID 6fi02 (� O J POINT OF WINDOW(TYP) `\ U 601-1 J Q SSLL�7 3" H-MULLION _Q 4 -j a� DETAIL r2 e efi01 s' SECTION B DOOR ELEVATION y b i a ACTUAL FILL S-E MULLION OPTION STANDARD MULLION OPTION m PANEL MIN.I T.H� 90 4 9074 g p 90 0 $ O 4 INTERIOR - 9p74 9mo gg 09 i 2g... 6 �[ b + + 7EK SCREWS, 7f+ BUT.&0 MID+ ++ + fiz j"OF+ � GARYJ.DURBIN (a z 2 1/2'TEK SCREWS, 6 CD " No.IVIL 8. I'FROM TOP,BOT,&0 MID 18 x 2 1/2'TEK SCREWS, 4 POINT OF WINDOW(TYP) CORNER MULLION ®8 z 2 1/2'TEK SCREWS, I'FROM TOP,BOT,C&0 MID 90 5 fi6 1"FROM TOP,aWT,&O MID SCREEN AND FRAME POINT OF WINDOW(TP) / DETAIL 3 POINT OF WINDOW(lYP) EXTERIOR fi 9 fi6 N s- 6 fiz ON y SECTION —� A • IS SMS 0 6'OC 18 SMS 0 8'OC IS SMS 0 24-OC (TOP k BOTTOM) 18 SMS O 6'OC ROOF • IS Sus 0 24'OC 18 SMS 0 24-OC 6 (TOP&BD1TOu) (TOP k BOTTOM) - I8 SMS 0 24'OC ROOF 0 IB SMS O 24'OC ROOF PANEL PANEL FASCIA _________—F_ FASCIA FASCIA kk WNYL KORAD FILL VINYL I Fa s COUPLER 7 C0� OC,AND 2?IB = N IS SMS IB SMS SMS 0 EA VERT ; KORAD FILL gg OPTIONAL SCREW 0 24-OC OPTIONAL SCREW 0 24'GC SIDE) (ONE EA zo g o 29 •:::: :::::. PLACEMENT ; PLACEMENT'] u H w •ii}i:• z ao IB sus O 24'ac, :;:;. o IB SMS 0 24'OC, AND 2-IS SMS® ...... 99 FA VERT MULLION v}1•}:• O AND 2-IS sus O -------------------- I---------•--- ------------------------------------ x o EA VERT MULLION - � (ONE EA SIDE) (ONE EA SIDE) —T Cot WNL � 99 o u3a4 a a a a I c 79 3/4-PD 79 3/4-PD 79 3/4'PD 3 a s s � r Cl) Z 51 � O W c /8 SMS 0 12' I8 SMS O T2' c Ie sus o Tx' SSM AND 2-Ie OC,AND 2-IT OC,AND 2-/8 U SMS 0 EA VERT .O EA vEIT SMS 0 EA VERT MULLION(ONE FA MUWON(ONE EA MU LI N(ONE EA SIDE) SIDE) SIDE) ' SO 7 7 0 b I 9077 _I 6 _I 9077 � � ________________________________________________________ J 3 00 NEW OR EXISTING FLOOR SYSTEM 6 NEW OR E%ISTING FLOOR SKTEM 6 NEW OR EXISTING FLOOR SYSTEM m m SEE OETAJL SHEET 4GS-3 SEE DETAIL SHEET 4OS-3 SEE DETAIL SHEET 4OS-3 STANDARD KORAD TRANSOM SECTION SECTION 2 405- 405- LSR 4000 MULLION SPACING CHART Max. Spacing Wind S eed(mph) Gust . Mull. Height ft 90 100 110 120 130 140 �tHOF 7 96PD 96PD 96PD 96PD 96PD 72PD 8 96PD 96PD 96PD 96PD 72PD 65PD o� D vd. B B 9 96PD 96PD 72PD 72PD 60PD 53PD (VIL jr E 10 96PD 72PD 72PD 60PD 9 9 5 11 72PD 72PD I 53PD. I I ��sc �E 12 72PD 60PD Note:These max. PD&Window sizes are based on using S-E Hurricane Mullion. FLOOR CHANNEL SECURED TO DECK WITH 1/4" x 2" HOT DIPPED GALV. LAG BOLTS - FLOOR CHANNEL SECURED TO DECK WITH FLOOR CHANNEL SECURED TO CONC. WITH 1/4" x 2" HOT DIPPED PERIMETER OF ROOM. SPACING PER LAG BOLT 1/4" x 2" HOT DIPPED GALV. LAG BOLTS - `r 1. THE EXISTING DECK SHALL GALV. LAG BOLT WITH LEAD SCREW ANCHORS - PERIMETER OF ROOM. SPACING CHART. 1. APPROVED BY THE LOCAL PERIMETER OF ROOM. SPACING PER LAG BOLT SPACING PER LAG BOLT SPACING CHART) JURISDICTION SPACING CHART. (ALT. METHOD: FLOOR CHANNEL SECURED TO CONC. WITH 3/8"0 HILTI OC S ® KWIK-BOLT II, WITH 2 1/2" MIN. EMBED 0 CL OF MULLION, FOR , AN N D 2 - 2. TRIBUTARY DECK AREA WIND ZONES z 120 MPH GUST, 1 ANCHOR ® 1 1/2" EA SIDE OF a8 SMS ® EA FOR EACH POST MUST BE CL OF MULLION.) w FLOOR CHANNEL VERT MULLION LESS THAN 40 SQ. FT FOR #8 SMS ®,12" OC, ASS'Y, LOCATE (ONE EA SIDE) DF OR SOUTH PINE LUMBER AND 2 - #8 SMS ® g SPLICES ® 8" EA VERT MULLION {�8 SMS ® 12" OC, 8 0 MIN. FROM VERT. gp27 FLOOR CHANNEL (ONE EA SIDE) AND 2 - #8 SMS MULLIONS OPTIONAL ASS'Y, LOCATE OPTIONAL FLOOR CHANNEL EA VERT MULLION 3/8" SPLICES ® 8" 3/8" MIN. ASS'Y, LOCATE (ONE EA SIDE) 9077 6029 MIN. FROM VERT. 6027 PLYWOOD 4 MIN. SPLICES ® 8" w 6006 PLYWOOD MULLIONS SUB-FLOOR MIN. FROM VERT. =z t1 FLOOR 9077 6029 MULLIONS 6027 U:2 m 3 Oin N 6006 9077 4 6029 \w n NEW P.T. BLOCKING SIMPSON A34 EXIST. 6006 0 (SHOWN) OR.BAND (FOR WIND APPROVEDDECK NEW INSUL-DECK' (2x6 MIN.) ZONES z 120 FLOOR SYSTEM MPH GUST, 'd a z USE A35F) P M EXIST. JOIST AT R-CONTROL 1 a 24" O.C. MAX SCREW --L 2 1/2" MIN. FOR EW OR EXISTING 1/2" GALV.OLTS 3/8"0 ANCHORS CONCRETE SLAB IN p THR�U PER GH BPOST SIMPSON H5 1/2" GALV. GOOD CONDITION 2 PER POST ¢ S FOR WIND ZONES z120 '49 MPH GUST, USE H9) ( THROUGH BOLTS ^1'6L LAG BOLT SPACING o �� WIND SPEED SPACING DOUBLE 2X8 MIN. P.T. NEW 4x4 POST MPH GUST O.C. v STRONGBARCKS NOTCH (FOR WIND ZONES z120 NEW 4x4 POST 100 16" 90 16" a POST TO ACCEPT (1) MPH GUST, USE 6X6) DOUBLE 2X8 MIN. P.T. BOARD AS SHOWN STRONGBARCKS NOTCH (FOR WIND ZONES z120 110 16" POST TO ACCEPT (1) MPH GUST, USE 6X6) 120 12" v 3 5 SIMPSON SDS BOARD AS SHOWN 130 12" cn 1/4" X 2" SIMPSON POST BRACKET m WOOD SCREW �� CBSQ44 140 6" (FOR WIND ZONES a 120 MPH o h GUST, USE CBSQ66) 8 o� �ySH OF M4, y (FOR WIND ° z ZONES 120 a GARYJ a I . o MPH, 4 REBAR ° aa' LTRBIN (2X) SPACED AS ° N G 51L SHOWN) q9 9 O G P CONCRETE FOOTING SS/ ' (FOR WIND ZONES z 120 12" MIN. MPH, POUR CONTINUOUS FOOTING ALONG PERIMETER) —ice N O EXISTING BUILDING/ I r• 0{II'•�DLL I I I AC Im I I I nna enure I I I -� I � �3 ! PODf P,WF1 IYP � � I•ACIWL PAL MW DDOR I - O [�] fi0 PAIp ODOR [ffJ 60 PA�10 DOOR� [SE] SJ PAIR/ODOR �JS]- 0'I' EWAMRE%IDIN IRa ROOP Wl O O ------ ----- o I ------------ / / is DN IR R � N O O .0 PANEL � n=PANEL � nEm P MED PANEL RO PANEL P MED PANES �— nxED PANEL � 3 H %� ]2 PD 65 PD 53 Po ED Po RD PD 57 Po 65 PD 72 PD y OF,ygss9c ti? GARY J. 9 UIL D G BIN E No 1 f GENERAL NOTES AND SPECIFICATIONS GNERAL NOTES AND SPECIFICATIONS (CONTINUE) ABBREVIATIONS b . 1. THE 2000 INTERNATIONAL RESIDENTIAL CODE,APPENDIX H IS THE REGULATION COVERING THESE 13. LABELING REQUIREMENTS FOR TEMPERED GLASS 0 DIAMETER NA NOT.ALLOWED STRUCTURES. ALL PATIO COVERS SHALL BE USED ONLY FOR RECREATIONAL/OUTDOOR LIVING PURPOSES NR NOT REQUIRED ' AND NOT AS CARPOTS, GARAGES, STORAGE ROOMS OR HABITABLE ROOMS. 2003 IBC SECTION 2406.2 IDENTIFICATION OF SAFETY GLAZING: (EXTRACT) ADDL ADDITIONAL NTS NOT TO SCALE �.- AL ALUMINUM 2. ENCLOSURE WALL SYSTEM SHALL MEET THE FOLLOWING REQUIREMENTS: EXCEPT AS INDICATE IN SECTION 2406.1.2,EACH PANE OF SAFETY GLAZING INSTALLLED IN ANCH ANCHOR OC ON CENTER HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER, WHETHER THE APPROX APPROXIMATE(LY) OD OUTSIDE DIAMETER a) THE MAXIMUM HEIGHT OF THE ENCLOSURE SHALL NOT EXCEED 12'-0". THE MINIMUM HEIGHT OF THE MANUFACTURER OR INSTALLER,AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES,AS OH OVER HANG WALL SYSTEM IS 7'-0". WELL AS THE INFORMATION SPECIFIED IN SECTION 2403.1. .THE LABEL SHALL BE ACID ETCHED, GAL BALANCE OPNG(S) OPENNING(S) , SAND BUSTED, CERAMIC FIRED OR AN EMBOSSED MARK, OR SHALL BE OF A TYPE THAT ONCE BLDG BUILDING OPT OPPOSITE o b)THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL WALL IS 65% OR MORE OF THE AREA APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. GOT BOTTOM OPT OPTION(AL) W BELOW 6'-8" MEASURED FROM THE GROUND FOR EACH WALL. OPEN AREA MAY BE EITHER INSECT C/C CENTER TO PD PATIO DOOR SCREENING, GLASS APPROVED BY THE 2000 INTERNATIONAL RESIDENTIAL CODE SECTION R308. CENTER PL PLATE DESIGN CRITERIA CL CENTERLINE PROJ PROJECTION 3. ROOF PANEL, WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL RESIDENTIAL CLR CLEARANCE PLWD PLYWOOD CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED.WHERE THIS VINYL PATIO ENCLOSURE SHALL BE CONSTRUCTED USING THE FOLLOWING DESIGN CRITERIA COL COLUMN ALLOWABLE PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN IN THE PANEL SPAN CHART(40S-6). CONC CONCRETE RAD RADIUS r REGARDLESS OF PANEL USED, PANEL SKIN SHALL BE 3105-H174 ALUMINUM OR STRONGER MATERIAL SNOW LOAD UPTO 70 PSF CONN CONNECTION REF REFERENCE(�REFER m 3 WITH MIN.ALUMINUM THICKNESS OF 0.024". THE CORE MATERIAL SHALL BE EXPANDED POLYSTYRENE CONT CONTINUOUS REINF REINF(RCE(DJNG) ADHERED TO THE PANEL WITH AN APPROVED ADHESIVE. WIND LOAD UPTO 140 MPH (3 SECOND GUST) CTR CENTERED) READ REQUIRED REV REVISION 12 THE FOAM PLASTIC,WHICH HAS A 1.5 PCF NOMINAL DENSITY, HAS A FLAME-SPREAD RATING OF 25 OR SEISMIC = N.A. (LIGHTWEIGHT ENCLOSURES HAVE NEGLIGIBLE RESPONSE TO SEISMIC LOADS) DET DETAIL o LESS AND A SMOKE-DENSITY RATING OF 450 OR LESS WHEN TESTED IN ACCORDANCE WITH UBC OF DOUG FIR SHT SHEET o STANDARD 8-1. THE FOAM PLASTIC COMPLIED WITH ASTM C 578 AS TYPE II. THIS ROOF PANEL HAS DIMENSIONS ARE AS NOTED ON THESE DRAWINGS LARCH SIM SIMILAR MET THE CRITERIA OF UBC 26-3 (ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM PLASTIC SYSTEMS), DIA DIAMETER SMS SHEET METAL SCREWS o WHICH IS EQUIVALENT TO UL 1715. DIM DIMENSION SP SPACE(S,ED) THE FOLLOWING DRAWINGS ARE INCLUDED IN THIS LSR 4000 STUDIO ROOM STANDARD DRAWING SET: DL DEAD LOAD SPEC SPECIFICATION, SPECIFED THE WALL FILLER PANEL WHICH COMPLIES WITH THE REQUIREMENTS OF THE 2000 INTERNATIONAL DWG(S) DRAWING(S) SQ SQUARE RESIDENTIAL CODE AND WHICH APPLIES TO THE CONDITIONS OF THE SUBJECT ENCLOSURE, MAY BE USED. DRAWING TITLE SST STAINLESS STEEL EA EACH STD STANDARD Z 4. MAXIMUM ROOF PANEL OVERHANGS (O.H.) SHALL NOT EXCEED V - 6" 4OS-2 4600 STUDIO TYPICAL ELEVATION, FLOOR PLAN EF EACH FACE STIF STIFFENER EL. ELEVATION STL STEEL F 5. IN ORDER FOR AN EXISTING CONCRETE SLAB TO BE USED IT MUST BE IN GOOD SOUND CONDITION 40S-3 4000 TYPICAL FOUNDATION DETAIL EMBED EMBEDMENT STRUC STRUCTURE(S,URAL) (MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI)WITH NO EVIDENCE OF EXTENSIVE CRACKING,WATER EO EQUAL(LY) SYM SYMMETRICAL Z SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS. 40S-4 4000 TYPICAL WALL SECTIONS ES EACH SIDE , EXP EXPANSION T&B TOP AND BOTTOM LLJ M�q ® 6. ALUMINUM SHALL BE ALLOY AND TEMPER 6063-T5, (LION). 4OS-5 4000 TYPICAL DOOR AND WALL DETAIL EXIST EXISTING THD THREADED W¢ L'S 1- THK THICKNESS) CD.6 �c 7. ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE COATED IN ACCORDANCE WITH THE 2000 40S-6 4600 TYPICAL ROOF SYSTEM DETAIL GA GAGE TYP TYPICAL 0 S INTERNATIONAL RESIDENTIAL CODE. GALV GALVANIZED GN GENERAL NOTE LION UNLESS OTHERWISE NOTED S. POP RIVETS SHALL BE ALUMINUM ALLOY 5056 WITH CARBON STEEL MANDREL AS MANUFACTURED BY �3 U.S.M. CORPORATION. HGT HEIGHT VERT VERITCAL o U HOR HORIZONATAL o Z 9. SHEET METAL SCREWS (S.M.S.) SHALL BE STAINLESS STEEL, ZINC PLATE, GALVANIZED STEEL OR05 2024-T4 ALUMINUM. INFO INFORMATION W/0 WITHOUT W WD WINDOW, SLIDING -.�0 m 10. EXPANSION ANCHORS SHALL BE 3/8"0 HILT] "KWIK BOLT II"OR APPROVED EQUAL. .ANCHORS SHALL LVL LAMINATED WDF WINDOW, FIXED BE AS DESCRIBED BY AND INSTALLED PER ICBO ES REPORT 4627. VENEER WS WOOD SCREW H LUMBER WT WEIGHT c 11. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE EXISTING STRUCTURE MAIL MATERIAL gga SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.5,SUCH AS DOUG FIR LARCH. MAX MAXIMUM Y m MFR MANUFACTURER m 12. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING,THE CONTRACTOR SHALL VERIFY, THROUGH MIN MINIMUM NONDESTRUCTIVE MEANS,THAT EACH SCREW HAS A MINIMUM OF 1/2"SIDE COVER ON ALL SIDES OF THE SCREW. 13. LABELING REQUIREMENTS FOR TEMPERED GLASS �jNOFM,gss9 tt�EE 2003 IBC SECTION 2403.1 IDENTIFICATION: (EXTRACT) GARY J. D B EACH PANE SHALL BEAR THE MANUFACTURER'S LABEL DESIGNING THE TYPE AND THICKNESSOF THE GLASS C) IVIy OR GLAZING MATERIALS. THE IDENTIFICATION SHALL NOT BE OMITTED UNLESS APPROVED ADN AN .15 AFFIDAVIT IS FURNISHED BY THE GLAZING CONTRACTOR CERTIFYING THAT EACH LIGHT IS GLAZED IN A ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS THAT COMPLY WITH THE PROVISIONS OF THIS 90,tF STE A CHAPTER. SAFETY GLAZING SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 2406.2. Y ! EACH PANE OF TEMPERED GLASS, EXCEPT TEMPERED SPANDREL GLASS, SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION LABEL SHALL BE ACID ETCHED, SAND BLASTED, CERAMIC FIRED, EMBOSSED OR SHALL BE OF A TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. The Commonwealth of Massachusetts Department of Industrial Accidents' 600'Washington Street Bdston,Mass. 02111 ` Workers'- Com ensation.Insurance Affidavit-General Businesses r��iar + na•.t�,:rmva, T„•ejVgFd,.''4�.. #. � zS""A„'�' name: •c, ._ - - .. , ;; .-, .. . � . .. . address• ... � , r state: Phonecity- work site locatiali full address : ' ' ❑ I am•a sole proprietor and have no one types []Retail RestaurantlBai/Eating Establishment working in any capacity. ❑Office'[] Sales('including Real Estate Autos etc.)' ❑I am an en to er with etn to ees(full& art time: Other I am an employer providing vLorkers comptsation for my employees working on this fob. :\ '>c :}!;S' r.' '!4,' .C:'';:• i+,l'� .. �•, ',.. ..1.K: ':I t.(•:}:•�ii::.}�".:,• ♦'4:l}'� •1�I"' .=i• (: •y'f,. �'�' •,T..�q i• , �'��i•ti:.,S�� .i• .�'• "}�-• .l iY,'�`;.at company IIemet• �!� CCCCCCssssss ,� :.`y �: ,' •., ', . •�• -0w. :+;i'{.r �it,; ' + '(), ,,.3 1�/yp�^.J �//, ..i.11• I.r�,^if• 4, • ti.1,: ���`�.�•\ 4' �i.�,i.,.t.• , •f:,. i1•i�J.+,' "C.r' •T;.'i K.i,:,,.��f �'••1..,%.'..8• .ill ,•. ••' ��f::�:.�..C,� 'L' •.i'S=.w.•Y.::.. •UlIC, ,#' ..��. :s� I am a sole proprietor and�have hired the independent contractors listed below•who have the following workers' •� " compensation polices: .:i^ ;t: i:t^:•.a•:ia .\:e ,i,'• •!s•�',. F'•"•' .,i' S{i ••,�i:�.�}i�:�'•y• :.r•r:j1t.},`'v,•>,f?:,?7i .r 4t,:.i�:_ a, comran' 'name: ePr Rt...;: •I�i:r . .•is•"`'0'' ::rY 7 •e.{y"S: .. eldl'@$$:. t. 3. �:;.:D:'� .ran:;`,,; '.�, ••i i rt:�' . •}Y• ,.�.} - ,', •I•'•.'i•`•:'9'H:Qi fit.•'i:�:Ih..(• r'_. •fyj•. mod.i� :•i•'•'w,•,'i: !,j,•'t. �.:C• ,l r, •t":r 9•t•t.,�:::xa.�; .•i"a,'t>:P;•.!!y�'y:'i:r.}•;'e:: ,,, ,Ir •:•'r�:.:1: •5.•i, n. ,.r�M1.'(..sr, ' .a .7: s:i" ii• •z•,:. .i`'.s,`'• ,,: •,}:. � 't: •;,,`i, ,L,ii' ��••t•�%�•.-!�'i:,-u-.,} •"•.• � t _,r• • ' ,t :.v°;, ;:''' 'fL` ?'a.'w4i;;r' r':... insurance • •ii' .,; ;.a�:•:r'. � ::;:.tea•;,.':• •� ','•`, '+ ' _ �:i;} �:.{1 74:,i1 '6. a:'�•tP'.'' _ •.A ':Y'� �,1•.M'0. '(t:7•::1,•' as.�i s'6. '�.•� ,A.•l '•ti';.ij:.i'�: ',A4•;:'t,':•Y�:%,.C',• '.::" �•i/i YY�• '.�?- .i:a.`r'r. :a>:�." _:C'. corn`en• naue..Q:i' . .i :,:•'••" lloliE7 'N^_ r :•t.: °ti.a 1 •.i.� .:�s• Oki ' h w.i..,:. •,i.. y " ., .7.:•. .,,5�';:. :1::•' msuranc e•3'6d°'' L'1• ,Y,r4 ta.:.d., '{�'. .t l..J;.,.' .S;�i:•„i.,,.. :.O'IICi ar a'."••. Falluie to secure coverage as required under Section 25th of MGL 152 caa lead to the imposition of ertminal penalties of a fine up to S1,500.00 and/or ozre years'imprisonment as weIl as civil penalties in the form of a 6TOP WORK OUBR and it fine of$100.00 a day against me. I understand that p copy of statemeat may be forwarded to tics Office of Investigations of the DIA for coverage verification. I do hereby certi u der t ains and penalties of perjury that the information provided above is&ue and correc4 Date Signature Phone# •. .' �,"'��� � ' Print name ILit1wh "n'A AVMMBMNMMMMM oiTcial use only do not write in this area to be completed by city or town official city or town: permit(Ucense# ❑Building Department OLicensing Board ❑-check if immediate response is required ❑Selectmen's Office OHealth Department phone#; 00ther contact person: (revised SepL 20�) °FSHE r Town of Barnstable Regulatory Services snxrTs-rABM Thomas F.Geiler,Director KAM 9 059• a g Buildin Division ArfD MAGI Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 *vww.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date &A ! 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: � l�r� � Estimated Cost1 Utz Address of Work' L/ Owner's Name:_®� /�°�{ Date of Application: 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 []Owner pulling own permit Notice is hereby given that:OWNERS PULLING THEIR OWN PERMIT 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 OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav I °4'IHE, Town of Barnstable °^ Regulatory Services * snxrrsTas , ' Thomas F.Geller,Director Mass. ' fp 3 R`�� Building Division Tom Perry, Building Commissioner 200 Main Street, Iiyannis,MA 02601 www.town.b arnstable.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 to act on my behalf, in all matters relative to work authorized by this building permit application for: Dld� 1on rid, (Address of Job) fhaUture"oRkner Date Print Name Q:FORMS:OWNERPERMISSION 77 t� to", Sam 4v6i �-� Ih+ -� Evans Home Improvment 94 Reservoir Park Drive - Rockland - MA 02370 Field Copy Company Name: Contact Name: William Sjostedt Alternate Name: ---_---------_' job Address: 314 Old Oyster Road Key Codes l Contact ID: 11124 j Job Address 2: Contract ID: 11283 Job City/State/Zip: Cotuit Salesperson: Rich MA 02635-3037 Job Type: Patio Room 3 1/2 Job Phone: (508)428-7311 Key Dates j Sale Date: 10/15/04 Home Phone: (508)428-7311 i Work Phone: Ext: Start Date: 11/25/04 Complete by: 12/15/04 Description: On top of existing deck,supply and install a 16'x 12'Oasis Leisure Room 2000. Room will have 1/2"insulated glass with screens, 18"solid kneewalls and one 6'patio door. Roof will be shed style. Insulate under deck and new plywood sub-floor. 20 year warranty on all components and life-time warranty on glass. Site Notes: Friday,October 15,2004 Page 1 of 2 i t 1 • CO �:. :.r. �,.. ett10 . i� aches .State wIcLn � The Massachusetts State Building Code(780 CAM) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation exemption option for "sunroom" additions jo,an existing house (780 CMR, Appendix J, Section J1.123.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom"of any size, configuration,orientation,form of construction or percent glazing,but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" structures to residential buildings may create comfort and energy coolie of the main house. In issues due to uncontrolled solar. or uncontrolled radiationg consumption 8�, the selection and construction/installation of"sunrooms", included below is a non-required, open-ended list of product and design considerations that a homeowner may wish to consider before actually constructinglinstalling a"sunroom".It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential- energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar beat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.123.1,..requires that the actual yroperty owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes"sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. ignature of Actual Buib4ing Owner Date Print Name Address of Pernlitted Project Owner Address(if different than project location) Owner's telephone number Standards Board of Building Regulat ons and One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 100892 _ Type: Private Corporation -- r-;. ` F -s Expiration: 6/24/2006 FRANK EVANS COMPANY INC Francis Evans TM ' 94 RESEVIOR PARK DR ' r ' ROCKLAND, MA 02370 -'� Update Address and return card.Mark reason for change. Address 0 Renewal Ej Employment Lost Card _ Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 100892 One Ashburton Place Rm 1301 Expiration: 6/24/2006 Boston,Ma.02108 Type: Private Corporation FRANK EVANS COMPANY INC , Francis Evans 94 RESEVIOR PARK DR ✓ ROCKLAND,MA 02370 Administrator Not valid without signature T1. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number:'CS' 078075 I Birthdate: 02/21/1965 •� Expires: 02/21/2006 Tr.no: 14636 Restricted:`00 .� . ,RICHARD A EVANS '; r/ 24 LANTERN LANE COHASSET, MA 02025 Administrator DATE: 05/23/04 TIME: 09:07 AM TO: Darilynn Evans 1' 17819824880 PAGE: 001-003 DATE(MMIODNYM CERTIFICATE OF LIABILITY INSURANCE 05/26/2004 PRODUCER ,(617-)472--3000 FAX (617)472-7248 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Burgin, Pl at'ner, Hurley Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14 Franklin St. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Quincy, MA 02169 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. i Joanne Pilling INSURERS AFFORDING COVERAGE ; NAIC# INSURED Frank Evans Company. , Inc. s_.P .=.A., One Beacon Insurance 20621 __ 94 Reservoir Park Dr. RE Safety Indemnity Insurance Co 33618 Rockland, MA 02370 -Fc. AIG i�JSLir�F E --- -COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L, TYPE OF INSURANCE POLICY EFFECTIVE T?OLICY EXPIRATION - T ,IN POLICY NUMBER DATE MMIDD I DATE(MMiDDAA LIMITS GENERAL LIABILITY CBLW428043 05 29 2004105 29 2005 EACH ccuReErJ_E f: / / / / 1,000,000 F1 ;_�_;f;1b,ER�IA G L EI; r F 300,000 X L GENERAL LAI,q I_T'r C:1IvlAC ,E aT—C ��— =LA!ME5 MADE 1 1l �`,rrLIR -•-` `(Ei;-u,�ri'� -- —' A I L J f,IED EY.P iArnl..n-, roll) $ 5,000 PEPSOWALS.AD.PdJLIF'i 1,000,000 v —-------- - - rGEN1 ENJPA'_„i;?PEGATE2,000,000 AGGREGATE LIMIT AP PLIES PEP, _ PRODUCTS_L;rIMP`or AGG `F 2,000,000 PF7�. r- ------ --- AUTOMOBILE LIABILITY 1609758 05 29/2 iO4 a /29/2005 „_r,gINGDSII'iGLE C;1!T I. 1,000,000 cLL 00NED AIJTC,Lj i —- I ! i ODILYIPJJUF'f � B NXX SCHEDULED A�ITi Ia I l :,�rco) nl FDA_.T j_' i r~ -- ------ — ECDrII•R4 - r_II:r,'f.EC AUTO; 1 I - j I I I PF 'DAMAGE II-GARAGE LIABILITY i T iCF;L;'.En. C IDEP;i t- THEP.THAN AI-IT,:);:�NL —„-cc- - - I EXCESSIUMBRELLALIABILITY CBDV07603 05/29/2004 05/29/2005 EA_HClCCUP'REN,:E $ 2,000,000 j� OCCUR �� CLAIMS MADE AG REGAT_ { 2,000,000 �J A ---- =--------- j DEDUCTIELE ---- — T PETE'•ITI,-,N - ---- - I � r ' I $ j WORKERS COMPENSATION AND WC7685594 V 05/01/2004 i 05/01/2005 EMPLOYERS'LIABILITY S00'000 C tJYPPOF'RIETORi�:�FTNEP,rE/•E:UTIVE = C';FFICER1MEbIBEF.'EXCL,'JG'EEI I E.L.C4SEASE-EA Eh1P'Li�rEE ?: 5 UU,000 Irvt s,d sote urider ------ SP6.LAL FR0;4SIONS below EL D18EA:=:E-FOLu'"r LP:11T 500,OCO OTHER I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS GENERAL CERTIFICATE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRCTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. SAMPLE AUTHORIZED REPRESENTATIVE Michael Prender ast/DFM -Iler-& ACORD 25(2001/08) ©ACORD CORPORATION 1988 Ao.. 4 2v UN 14P 10 4 UN 9 sr Nsr �► ,� DGTaA�` U 4 I 1 5�i � `2►a.98 J I Of � I tit' ' S5•ti / 53 k • I I fQ . 3 a o-r. . C, SUUIIVAN No. 2033 IST q q I I so IL 17 jlr T; � •f 52 rn p 61 �M Of 5s� L off- J / S Q to O O ' i P"Lt:)T PL-A&.1 ••GoTu 1T PG AC1= T?+AT TH E PLA=-c Dwead-l" LaCAT1 oi-1 : canti T � MASS . f 4e2m=g-J CCAA PLI E 5 W r T� I IfiCA LL DPtT1= co •/I •9 5 T�-I t: SIDELINE A-NQ Si�('13/liC� PLC!-! Q� �J.1G.E i E ��12M E-�T'S o F "t}I,� .'TLC Wu .s�F &�C-�.l srf4-P�� �i•l� (S tit o r PLAw P ht��- Co C- A:--Ef 6• s f�C rt�, ► /.►o r3hS c�,._, Acu elm tSTa=ge-o LA;,►-j o SuQ.iE�/c�S ery A-wd -rH I✓ CO Tt-P-V I LLei• . M A O*= �_�.T'rj �✓h 1G1�{J SI-FCC�I. 1J CT >� , /I n r �. �.. '�- � e ,. • - r� r' A � _ �, _ J COMMONT D:TIJ'":MT2\1T o r r,,' US-rT4v1"*ACCT DENTS G00 WIA-Si-ii1l�CiTOi, S7-kL-T �amcs_ Gac,��e� �30STO,N. ?.-iASSACI-3USL-n-S 02111 vc- :ss onc 'WORKERS'COMPENSATION INSURANCE AFFIDAVIT 0 iccnscdperm i acc) wick a principal plsccofbusinc 1residcn0c2r: f do hereby ccrzifj; under the pains and peralcies of perjury; char. fi�/, em an cmplovcr providing the followingworkcrs'compcnsarion coverage formycmployccs-ork-ing,on This lob' 'Insurance Company Policy Numbcr f ) 12m 2 sole propriccorand have noonc working for me I am 2 Solt proprietor,gcnc--J eontraor or homeowner (eirde one) and h:vc hued the eommaors listed bclow Nk-ho h2vc the foIlow,agworkcr:compensation insumnc c policies: 76 D' MC- Xmnx cf Conmccor Insurance Comp2 oiicr it =ber -K-Zmc of Conrraaor Insurance CompanylPolicy Numbcr NMc of Conmaor Insunncc CempznylMolicy Numbu Q 1 am z homeowner performing 211 the work mysd£ NOTE Pl<<scbc:• :rct5etvtr7<lec<o�enw�oemploypersoartodoraaiotea�te,eoortcva:000rrepiir�w�an� Gnb of not roor<t1-r.Lrc<uoiu is:�i6 L<borxo�cr a.1so resides or t5c�roua2s appursccsot t3<ccto sa Dot EcocrzlJ� i <cnr 2crc�to b<cr; to crr uLcr t�c�or:<rr P Y •Corcpcas;Loa Act(Cl-C.1542).tccc. l(S)),appliatwo by:botxo-•a<r for a liccas< - or permit r-:y<vir'ccc< t_:c Icr_1 sut-cf <r--ao),cr uoLcr t_tic Gorlccrr'CorzpcositioaAct- i tactr;c:n< cn_t = copy of trig;cci<n<r.c�iioc ic.-wecd to ci.c Dcp:.:'-cnt oflndustridAcacnu'Orrc<orinsc:cncr for.co�cr�c N<r'fi[scion=nd th-t f ilurc to sccur<cnycr�<; r<Suisc�i urdcr Sccvon?5A of}•3GL 7 52 c n lead to t'.<irrposic;on olstirnina3 pcn_Jcics tor.:is onb of: f,nc of vp co S 1500.00�.&C-r i-rri:onm=c of up to onc year=nd civil pcn:Jt;cs in 6K form of:Stop Work Ordcr and fin<of S 100.00 a day af:inv mc. I Si^ncd This d2yof , l� Liccnscc/Pcrmirzcc Licensor/Pcrmiaor SO �� A �- j 43;593 OF . � fives, tN Rp1Ai61 { M . . ; CE�2T LOCA71O.C/ CaTviT . , f C�,2r/�Y TN�IT--Tf�E •��cl��Tioa .. t Sf/OG✓�t/f,�E�2E0�COA-1f�L YS fit//Thy SCA L E- % Go DATE //12 1 7'"NE,S'A EX 4( 6-- A,/O SETBACA: ,o.CQ�t! .2EFE.2E�(/CE 8A2�kTA)3LG AAAC/ /,S /4r Lot~ G 84 340 hG� GG XIAP 22 Are 2c6� /28 OATS: /l Z�. ,BAXT,E.26 NyE /NC. i Tom//S f�L4.t//S �t/c�T B�JSEL7 Off/.4�(/ �2EG/STE�2E.O L.4��O SU.e/iEyU� /NSr,2l�iy�,�/7",s!/,2YEY THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M A�C(, C DATA LOT to OL c O Govu Eli I. L" � NOTINGi ;tUNAI. BAY :I V - � - -1 1W 'I I III (Q•L I -"'--'='1�j{ I i I i�� 4 �M JCHEDUt��N�SC�rI.. � r F( 4 :F->3�=}±� b" •. ( SAD I — — — — - - -'� I _ 4_ 'T _ � { ♦pF{4b •* .2494 7 4 — z ;�,Yv ,EFT' V I E�tS/_ w I t52r N�ATJ.ON �puNDATIONAr_L �5._o�'�>S �.. --+ / .- i ►r ►+r RdSS 5= ?':7N DETAIL, �,.,.�.. . fi•• 9.. .anw.�e."""mamay.. - 17— w I � O C �'uz�8�ac.k k - o ' a LL 11M 1RfEN I _S � Ij I I b•'�ai 12- L Dd f I, no ..�J ._ �I! ii — 9"CZ35 i�L�V�1Z_• •%'; .w�' L' �' w� IN r I 1 1.L z - I N Tom---� � _ �� •�•14 ; _ WWWO MUM TAU ZC1O 1I�y Oita TOWN OF BARNSTABLE � . CERTIFICATE OF OCCUPANCY PARCEL ID 022 128 GEOBASE ID 1142 j ADDRESS 314 OLD OYSTER ROAD PHONE Cotuit ZIP - LOT 6 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 14293 DESCRIPTION SINGLE FAMILY DWELLING PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY Department of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS: TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 * * • 753 MISC. NOT CODED ELSEWHERE BABIM3TABLE,MASS. 039. Ep OWNER SJOSTEDT, CLAIRE , ADDRESS BUILDI 314 OLD OYSTER ROAD _ COTU I T, MA BY DATE ISSUED 04/05/1996 EXPIRATION DATE TOWN OF BARNSTABLE BUILDING PERMIT PARCE1, ID 022 1.28 GZ.OBA SE ID 1142 AD-D ES"S 314 OLD OYSTII R RCAU PHOAIE C,ctuit LIP - f-k)T b B�;:{CTc. LOT SIZE I?:EPP. DE�vELO PMENT DISTRICTUT� Fly RMI'! 3.2'2__'64 DESCRI11TTON SINGLE FAMI.L`I DWELLING (Si W.PMT A95-1864 ) P?'aRM1`.i' TYPE ;t,:I;.D TIT' NETT RESID NTIAL BLDCi PM'I' C,011 RACT01 �RIC.H:,�.3t.,;-,u, w:,:�1Lz��M Department of Health, Safet3 AIRC1.1IT'_Crr and Environmental Services . ._ i i+r j9 H itI : 8:�YA.G'HED 1 PRIVATE P } ' rj4:t:tEl? a ?"I :1 , CLr'`;I:tiF A 1 BUILDING'DIVISION Dl•'`1'.E ISSUED 12/1.2.j'-995 �{`'P. RAT10t DA'.I'j THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 Trough wire o.k 1-30-95 f-2- service O.k 2-03096 Final denied 3-25-96 Reinspect final3-26-96 3 «'5 b 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 3. I S"5 6 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL /&5 ok WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. /aa64 Assessor's office(t st Floor): �., Assessor's map and lot number i� S THE Conservation $�j� `�V ♦w Board of Health(3rd floor): — / - "JSfA`L�� Co tc Sewage Permit number • ` , �% , � �� � n . Engineering Department(3rd floor): �1yB��WITH TN TIT LE 'y�o House number f Definitive Plan Approved by.Planning Board _ tg TOWN ����L �+®�E Viir s APPLICATIONS OC S D 8:30-9:30 A.M.and 1:00-2:00 P.M.only ®,� Q�Sp � _ A'J'ICn.^ t TOWN OF B� TABLt--QARNS BUILDING INSPECTOR r PICA FOR PERMIT TO P TYPE OF CONSTRUCTION _ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit o i g to the f flowing informatio Location r oO c s Proposed Use Zoning District Fire District cc� e Name of Owner 16 t fJs Address Name of Builder Address 9 hol Name of Architect Address Number of Rooms Foundation Exterior 6 Roofing l f' �. Floors / � �iG Interior Heating Plumbing /J Fireplace - Approximate Cost Area Diagram of Lot and Building with Dimensions Fe-4/ 3, 7 X 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 onstruction. I . W 6 f_U 77 S Name 12� Construction Supervisor's License v/��� .. /5�/ No Permit For 1 = Location " Owner Type of Construction Plot. Lot h ti F Permit Granted 19 rV Date of Inspection r�c. 'r7,(O 19* Date , Completed 19 'r '� M.q�A 4 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M A�C(, I DATA i lost: 144 'b" V-tA I:AT v �_ ,o S.l uAllm 5-O ' PATH -'IJ j5c 5��• VA Cor i. r ry so - a um�L �[ Ya P� I � 1` �03Ito d I ¢ 3'tO 1 g✓/ r I `1 . _ - _ �h 16'd ' R 7G I IpJ �ED n i>: 1 % CARV-"r -t CKR PET I. �r 2 •I 1� tz sc. .12'll- I� $o. O v oats i or�K 5To P A G E SSOB AS�.E 3z QR LAp4T ` V i.c c�. `I.,C Jt� K- TI (n-o 51-AIR PART r tdo'�{--�:o•—�•j� -�e'•7.�-,'I _._.1o+_S ,—�.- _ _Io'.5" %� �'-T � _ r IS-� 44 �� f4+ 04 t-=3 • �2r.0—�{{�iA-►}0 TTIf`•.-3'--... ►�(8s�1-'I --..-- 15%?.' f- - --_ 4 1C; .- _ 1t"d 9 O w i - �OTUIT Pt_r-.C1= I GOTU r ..FQCn ING PT�x b s1 ;tUN P I y i - — WH1r iow F a _ Z _ - * 1 I _ 4 ,z 2 r .. o=pj -S o� pw 5 oy I 2 —Z 6 9z 1, I` r4: w. �- •1494 _ I 'Yy'' ' I LEFT' VIEW' , P: - 1_L ` 5.� DAT[ON \ /ALL �,. ►� ►.. RdSS S=^.: .�N DETR� �•• eanw.n:rns+n.gmwa.. - ,Z IZ F ' A uM GREEN _ � C - �\\l A P PJL 1 I .-- ---- --- -- r `,. lip" In _t — V _ I Z$TO ZA --- - - - 1 N # I 17sg/L\:1d -,Val .,,ate j It .F -��A'3.G..:'.ilt - �'Y';'..•uas,v+'wu...kE...— j :T. ' � 1 r ' -! -1 II'L "'^�".'' "1' uuwsao■sun rxusr ,/`� - V +J ouvuiwiwa TREAT OF ET9 j S�IPERVISOR litfliSE _ 3 Ez 140 Birtk6te 1 = 'Ql/16/11 01/16/1929 yARKER R0 OSIERVIItE, 11,12655 z Lot 6 Old Oyster Road b Cotuit, MA R SDI E u b tl b 1 u 1 9 R - esters Surety Company • =s . tl 6 - 7 tl F LICENSE AND PERMIT BOND For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, b Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. a G 9 KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-6 06 4 65 2 2 ' G Thatwe, William Archibald, dba, Archibald Realty Trust , of the Village of Osterville , State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a Corporation duly licensed to- do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts ,Obligee,in the amount (Valid only when a County,City,Town or Village is named as Obligee) of One Thousand Two Hundred & xx/100----------- DOLLARS ($ 1200.00 ) (NOT VALID.FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed Lot 6 Old Oyster Road, Cotuit, MA by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances (including all amendments), pertaining to the license or permit, then this obligation to be void, other 'a ain in full force and, effect for a period commencing on the 31 s t day of 1995 , and ending on the s t day o `�� ® � er t`••.O'' , 19 , unless renewed by continuation certificate. a' - onry rminated at any time,by the Surety upon sending notice in writing to the Obligee and to ncipal. in a' "the Obligee or at such other address as the Surety deems reasonable, and at the expira- f y-f�e i days from the mailing of notice or as soon thereafter as permitted by applicable law, ye�Ne ' `bond shall terminate and the Surety shall be relieved from any liability for any subsequent acf� ®,> the Principal. 31st day of October , 1g195 Archibald Realty Trust Principal Principal Countersigned WESTERN COMPANY I", ByCf ..•.....� By Resident Agent President ACKNOWLEDGMENT OF SUR TY F STATE OF SOUTH DAKOTA 1 (Corporate Officer) County of Minnehaha 1 ss F On this day of , 19 ,before me,the undersigned officer,personally appeared Joe P.Kirby ,who acknowledged himself to be the aforesaid officer of WESTERN F SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purpose therein contained,by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and official seal. S. BARNES SE LL NOTARY PUBLIC s •� Notary Public, South Dakota SOUTH DAKOTA a b My Commission Expires 1-22-9 Western Surety Company R Form 849—9.92 1-605-336-0850 ' tl J c f J fi r J F ACKNOWLEDGMENT OF PRINCIPAL r (Individual or Partners) y G STATE OF Y r f G ss f County of P P J G J On this day of , 19 ,before me personally appeared G i tl P f F 1 fi J f J fi f r J f known to me_ to be the individual_ described in and who executed the foregoing instrument and fi u acknowledged to me that_he_ executed the same. J My commission expires 19 Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ) }County of - )ss On this day of , 19 ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires 19 Notary Public fi G ft E 4 Q 0--4 fi .. r r O � • — r r--f 4 p z zz - r o z z P � o > a o � w G I rn .. r .7-5 I/2' 5'-11 1/2' 4'-7' • N Z - • rT -pW N • Q Z N � .. .. .. E .. .. F.. u. 6a 58• - _ _ i rn l •Ju, a EXISTING 5UN ROOM _ I I - z o r fw.3l }• 1 . i II-I I.1/2' 2-4 112' .. Iq Y .. - f e • y. p ,3-101/2'. 4'-I' 4'-0 I,2° W¢J - MBATFi-71 1" d. Y _ --- r, ----------- _ -- •. ..: .;. _ a III® I £ ii.1CI, FL.IN i `•HEl K OI C I I - �" » WlD • ,*. !�:. ,' :.�.. BATH 1. EXisrING _ D Sit' ,. .. oo pp p �1® �., .I EX siluG l' d DINING - n I • � b - � KITCH EN pyypp �^(pp(/�\j �p+�I p■ zl �b ! RA DE Y,bn�'R ��F�FI� Sii ti c�, ; III NEw ; �� m i Ta4NODE'rE IRES THE 'UPG. AOING. OF N f LA N r IN P-M5ED B11S EXISTING �� .. : _ i I e .. PI I ' I -.. < .F NG VHEN - n -sue I SMOKE STATE BDETDECTORS F,R TH: ENTIRE_ ©WEL . ,:..: ...., I. -i,GARAGE I I GARAGE. 5 .+.. . I .. z9a6 a rl NEw• h�+ I N . j •n. DRPGE ".uA s ,, MASTER4f3EDROOM I ON OR MORE SLEEPINu ARE S ARE ADDED O CREATED.. _ 6 . ., '.' - ..•- , ... :- - (LING ' _ Y ' c I m ;,t'' •i T: 'IS* RE©U!PLED FOR THE E r A 'SEPARATE `PERM TION OF SNIOKE DE ECTORS "HE LECTRICAL. „ c N -�9 6 N TALLA .. {. �. _ - A .,:. MIT DOES NOT SATISFY 1 EQtJiREME T, EXISTING• 8_I�• 4 7° E%6.ING LIVING RM ---A r• `-* FAMILY KM SMOKE f DET 9 E ,� ID� � J� -WED . , BA RIV- �� 5T ias�� A B U,L DIN ..D,r,w. , t �� Dar 1 — FIR,ST FLOOR PLA NEW S'CASED fIPENING - - , .. .... a.. a ..,, .. ,... R .'< Nw E ENTRY,' PARTPJI DATE i FIRE N HTt ' s — --- -------- — TN.SfGN/ylURES ARE R (�' t• n 7•'� - 7 , 'T � RCS f� z 2xI O's @ 16"o.c.. . K.11 R F:L ING, (match exist.rafters) - Z ----------..-I I .. I - .. LL , ILL • .. 2x10's@16 oc "J � L .:. ;. .:-- - t '��: .. I -•a a U) - 0. I 4- - I :� - ' - :+_ . •I .. ` EXISTING - I .r � $AT11 o' a I O x t• _ G O N I V el, 2x 2 ID E p I. _ _ LINI � ,. 1 RI G ,7 o I w LL EXISTING _ • - ,e' EXISTING _A BEDROOM EDROOM' _ - -- — — - I "+ I z4 existing roof I' C _ : o CAL- \- .L.-- ---- -- ------ ---'� - '�. Of y Q , ,P g� - ---- ------ L _ _______________J r I - b - _-__CL___ _CJ____ I I _ Fry,.• fo 'Z , R m I� proposed additions w 2x8's @ 16"o.c. s. i prop.garage addition existing garage ' I ' •' � - DATE: 12I06/2076 �ro ——— (match exist.rafters) L-_-_- ---- ____---______-__ --� 'a RPQeQ.F FRAMING P L A N SCALE: AS NOTED - D RA #. 1/4'• 1 - DRAWING existing second floor Ito remain as is) Al - 3 fA N .. Z a: O aN >N x W O • g J W 0o e Qa � OFTIOIJAL .. ..v a RARE TRIM. O N ! TO MATCH IXI5TING t� N CUPOLA - - ROOF SHINGLES - y`0 X TO MATCH IXISTING "' V> O Y .. - CIAPDOARD SIDING- I W o m 1 - TO MATCH EXISTING RAKE TRIM I2 J U ROOF SHINGLES - i,• ENTRY OIJLY ROOF FIIXIHT. TO M IN Q PENT IH-11 SOFFIT DETAILS .x:. .. ° • -.. �TOMIATCH IXISTING t5 „ MATCH EX15TING SOFFIT DETAI TO MATCH EXISTING .. SOFFIT DETAILS - %d TO MATCH IXI5TI14G _ TOP PLATE - .. a i ALIGN WINDOWS • _ �. y ®® - � a MATCHSTING •.. a CORNER BOARDS _ L a o• k TO MATCH EXISTING -^ r r„ ' TING FIRST FLOOR o., ', [ CORNER BOARDS: ., .. O SOAnD SIDING`" 6 - TO MATCH EXISTING �MIATC EXISTING _ - •_ _ L_Q .-. I .. _ NEW MASTER SUITE " IXPANDED GARAGE EXISTING GARAGE!CONNECTOR - EX15TING HOU5E WITH NEW ENTRY • .. t (SIDING AND DOOR TO MATCH EX15TING) - Xy2 .. .'•.' - - _ _ " 'NE LAUNDRY RM , FRONT ELEVATh0.N 4a, w ., 12 t . , TOP PLATE.. ,;✓ MATER BEDROOM l BATH _ p.. .- 'ADDITION(BEYOND). -. .. r' . .(ROOF SHINGLES - - , ; z 4 • . ,* OF SHINGLES TO MATCH IXISTING - ' TO MATCH EXISTING _ - 7 - - ., ) • ,. �,. XuS .. ` - / TO SOFFIT EXISTING .. 12. lu Z 13 I I� - V N � N oaooIXlsr.suFlRooM-.: �.e BEYOND N.,`y FLAT,h EIGHT faJ GAPWGE � - - tMnrcn Ex15nnG1 2 6 n F I e - 2 6 2 6 . _ � . W Z y O c Q TOP OF FOWDATIDN , - - G C 'ANDE EN ES W.G SHINGLES ANDERSEN WIIJDOWS - W.c SWIG `IXISTING TO MATCH IXSTWG - _ 11.1 .2 W CORNER BOARDS' - CORIJER BOARDS S z w TO MATCH EX15TING TO MATCH EX15TING - TO MATCH EXISTING _ A Z m TO MATCH EX15TING LEFT SIDE ELEVATION RIGHT SIDE ELEVATION DATE: 12106/2018 1/4" 1�-p:,. - - SCALE: AS NOTED -. _ - DRAWING#: r � W N O FO 0 RARE TRIM 0 : 1 r TO MATCH IXISTIIdG � ' - �ZO N X W.G.5111NGLE9 " LLI ¢ O F I TO MATCH EXISTING ! . 12 _ I rftOOF SHINGLES }: .:SOFFIT OETAIl9' (MATCH EXIST. - - • ' I' 7o MATCH EXISTING TO MATCH EXISTING ROOF PITCH) _ _ I _ _ y YA 1B MID T. l9 b . •.' ILL ' t , ,. # 1 Z : N EXISTING FIR5T FLOOR -... N a CORNER BOARDS +, s _ .. ; W.C.SHINGLES e T B TO MATCH.IXISTING - ANDERSEN WINDOWS ' a•' - _ .MATCH EXISTING <, y �; ..Y:.. - , TO.MATCH EXISTING :, ... .. - `Y 'CORNER BOARDS: - O MATCH EXISTING REA"Rai ELEVATION ' " \ f .-r.CONTIN.ROOT,RDGt VENT. - A _. •-' NOTE.SITE VEGFY GRADE PRIOR TO ..,. ) y {'._. .y '. i • . _ -CONSTRUCTION.TO DEERMINE HEIGHT OF ..- : ., U. -• .....a" '., 2x12 RIDGE BOARD.. ° • , a. — _—____ a 'CRAWL SPACE .t _. .. :.:a,b � - � � �zxlo Roo'RAF rer�@ iG•o.c.. .. I * — — — — — — —1. -.o 12 « W/I/2-COX--D.SHEATG t_ s I i rIMeERUNE rBGL.Roo- HN_L s HURRICANE CLIP.: < - Y, .+ EACH RAFTER R-FBGL.N5UL.I .. ..e.. - -. _ I - r III- - O' y 4 - - w Orr H` r.o 'y IN KII'� •o MATCH USTING rh i•- : " ,. :' _ - 2.9 CI G.FT5.h 16.O.C. : _r ._ _` - ADJUST�UNJATION WALL pII - _ a _ I 'e NOTE: ORDER TO AUGN.fLOORS a ti, JI -ST.TOP'ATE '°k n I "•.. I X 4 STRAPPING a i a MAIN HOUSE y .. .' , -Yw ♦`., _Ore•GYP:BD. ;- Y - _ - Y4-GRO 2'EAST. I . ORILNCAROLI�T INTO EgSi. . Z} HUNG WINDOW.^a QI •` " FOUNDATION(PFFICAL)ran ✓ - y • ..• 2x6 Ellin.STUD KA-,5 WITH - fFDiOStD r LYRH x 4 C0.1NG-ttP. . - .. • • ` .. 3 - ._ .. .. .. + R '` \ (5) 34 X 1/2•lI-r LVL GIRr C F O IKSUATON,T'PAR MASTER $E D R.O O M. .•, ,t n -' ' - - — —— : HOUSE WRAP t W.C..5HINGLS 51 .' - : 5•.EXPOSURE.CAPBOARD.S. "' _, 3- .. , .II I . r AT f RONi ONn' +. :., - $'4'txG PLYWD,SVBFLOOR ON z: ° — — - F 5II.. • .. .. :1 -,... A-i/2•A5-tDFLR.ASTS: W 4' r .: _,a '. _ • .. po 16.O.C. -s...�� �- .. ". :. • U. il ^ N I ALIU. ETERSEELIAU.Y N z .. E 'OPEN PDJl15iFOUNDNi ONWALU FIRST FLOOR . : N ip RI x II ON 30'X 3J'%12'CONS. Q: ` TO I ORDER TO AL U FLOORS.- +x, . rr (TWGN TO E%15TING) ; _ :. ,I I qo, _ - �' t gII C POURED+DOTING-ttFICAL ixL pl, I W - .. f5)i.5l4•%A-I/2-6-1O GIRTfBEYOND) - .. Z C -II O p z I Q r i .. ...: . . • ^ . B'Tn t,R POURED CONCRETE .II .. •. a.H. R-BC fE1GL'.INSUi. ', •. •. V. .. CRAWL. ./2412'.ANCHOR BOL>;@ O C 5' 6•CONTIN.�OOT NG ( II Q N Nr `. C ~ ...2xG P.T.SILL PI-ATE 'I _ 6•THICRPOUR VCONCRETE --. SPACE (: TIPICAL 'WITH 214 BAR.CO BELOW S, r 1A, /-F . .2.� 3-112'DIANIE fER FTEEL IALLY NUIMN ON ' � I� I • r ". - � CKP,WL SPACE 4 � I � � w' �Q ' FOUNDATION WALL ON , — EVIL POLY VAPOR BARQIER _ - �. I 41 W y) Z • . ATM OF fi C t0 BE-OW B'xIGCONTIN.FOOTING - F A_) 3'JL6T COVER • . W TH 2 B9 BPRS.CONTINUO15. 12•CONC.POURED FOOTING. w •a IA .. n I I uN fnw BOTTOM OF FTC.TO BELOW - • I ' FRGSTUNE(T"FICFN) - • B RI B A 0 .. . L--J NOTE:SITE VERIFY GRADE PRIOR TO b I a"I 12-O 1 N I n I ,t, N xy 2'. - • C: - • ' : CONATRUCiION,TO DETERMINE HEIGHT OF -' - ' 6ML POLE'.VAPORBARWER .. - - _" N t ° r B4 UA GROUT INTO VET O �'. . .. CRAWLSFACE -' '.'-.' ` N ORILUGROLRINTO'FXIST..•. I � —p� Z OVER 3'OLGTC.OVER_ - • v 1- EXISTING FOUNDATION UIPICAU •' d COMPACTED:FILL SLAB • - — — — — - &TNICR FDUREO CONCRETE ... I• I - 1 . .< FOUNDATION WALL ON r" ,. �. •. j,• I I ING N. - WITH 2 04 BAPS,COca NTINUOUS. + - J . M F BOTTOM OF FTG.TO BELOW FROSTUNE C N. W S1 SECTION AT MASTER BEDROOM (PICAy o 10 'c A 3 1/4"=1'.U' DE RE55 WALL TO RECE VE SLAB x m Proposed 3 :FOUND:AT•ION' PLAN " - — - DATE: 12/06/2016 - SCALE: AS NOTED DRAWING*: • A3 - 3 t ,