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Home My WebLink About0009 COOLIDGE STREET i n 1 4 I i. i J o y --- } { / - \ �. \ } . ( / t � \ § _ .{ . . . . } ƒ\ ° . • � � � . . . � \ . Town of Barnstable Building t Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept * a� Posted Until Final Inspection Has Been Made. Permit .as � Jl Mxt Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3240 Applicant Name: Howard W Woollard Approvals Date Issued: 10/21/2019 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 04/21/2020 Foundation: Residential Map/Lot: 035-037 Zoning District: RF Sheathing: 114 Location: 9 COOLIDGE STREET,COTUIT Contractor Name Howard W Woollard Framing: 1 ti Owner on Record: STADTERMAN, RICHARD L& DIANE L Contractor License: CS=015834 2 Address: 29 JOSHUA TRAIL Est. Proj ct Cost: $30,000.00/ Chimney:MADISON,CT 06443 _ Permit Fee: $253.00 �- Description: construct garage on existing foundation Fee Paid: $253.00 Insulation: Project Review Req: E Date: 10/21/2019 Final: '�/9r?�O Plumbing/Gas Rough Plumbing: fftlal This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuan 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. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building-and Fire-Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed_ 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 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: f The Commonwealth of Massachusetts Department of IndusftidAccidents Office of Investigations IF 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organiztion/Individual): Ok�I� Address: /Zv 2-4.3 City/State/Zip: .� Phone M 2 �� Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I _,_,employees(full and/or part-time).* have hired the sub-contractors 2. New construction 2.L� I am a sole proprietor or partner- fisted 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' 9. ❑Building addition [No workers'comp.insurance COMP.insurance,# required.] 5. We are a corporation and its 10.❑Electrical repass or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t C. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors most submit a new affidavit indicating such. tr—ontractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M Expiration Date: Job Site Address: CAULIO�G� /' City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ceWfyyunder the plain-ss and penalties off perjury that the information provided above is true and correct. Signstore i/2/1 !/V z�-�%G'K Date: L 7 —r� Phone# Ojftial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation incnrance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the-affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents OMce of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www:mass.gov/dia I Commonwealth of Massachusetts �( Division of Professional Licensure. Board of Bui{ding Regulations and Standards Const.t00�6 IS jpe S sor a 19 .. Expires: lf)130120 CS-015834cj 'ss.: d t HOWARD W po BOX 263 WOOL BARNSTABLE'MA 62630".;�':" A= Commissioner V� Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual Regis '" 'one ggpiration 18,.1970:'--_ 05/17/2021 HOWARD WOO,LLAROP. ?w 4 HOWARD W.W00 ELM 3219 MAIN ST BARNSTABLE,MA 02630 Undersecretary 1 Town of Barnstable Building DAMM,,e1& ; 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. Permit sa+' Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-17-922 Applicant Name: FELLOWS BUILDING&HOME IMPROVEMENT Approvals Date Issued: 04/04/2017 Current Use: Structure Permit Type: Building-Foundation Only Expiration Date: 10/04/2017 Foundation: Location: 9 COOLIDGE STREET,COTUIT Map/Lot: 035-037 Zoning District: RF Sheathing: Owner on Record: STADTERMAN,RICHARD L&DIANE L Contractor Name: FELLOWS BUILDING&HOME Framing: 1 Address: 29 JOSHUA TRAIL I IMPROVEMENT 2 MADISON,CT 06443 Contractor License: 102827 Chimney: Description: foundation only for detached garage ' Est.Project Cost: $7,500.00 Permit Fee: Insulation: $135.00 Project Review Req: foundation only for detached garage Fee Paid: $135.00 Final: Date: 4/4/2017 Plumbing/Gas i Rough Plumbing: Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work-authorized by this permit is commenced within six months after Issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be In compliance with the local zoning by-laws and codes. 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 Electrical the work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be Inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT � O•� Application Number....�.. �.�.-..-3.Z.).Lf0............... s � • + BARN3rASIb, � MAS& Permit Fee.........0?5. 3.............Other Fee........................ 16;q. FO M1K�' TotalFee Paid................ ....... .................................... ...... TOWN OF BARNSTABLE Permit Approval by.......... .....................On....� �Zl'. BUILDING PERMIT /�`3 PaTcel....6. .. ........................ lvlap.........lJ..................... APPLICATION Section 1 — Owner's Information and Project Location - Project Address '5�7 (�U Village GoT�i i� Owners Name Owners Legal Address City G�� s��' State (!,'—' 7- Zip O( y 3 Owners Cell# 2,::�,)-? YO 6' LF E-mail �- Section 2 —Use of Structure Use Croup ❑ Commercial Structure over 35,000 cubic feet Q ❑ Commercial Structure under 35 J00 cubic-;Teet D Single/Two Family Dwelling j -61 r�"'�',� z Section 3 -Type of Permit "New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ ge o j�se ElDemo/(entire structure) ElFinish Basement ElFamily/Amnesty El ire Alamo Rebuild ❑ -Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation ❑ Pool ❑ Insulation a� Other-Specify Section 4 - Work Description T nisi T ec+,,-Ae+.A• 11/1 cnni 9 ' Application Number........... Section 5—Detail , Cost of Proposed Constructiolhp�✓�� Square Footage of Project 3 U Age of Structure Dig Safe Number # Of Bedrooms Existing y Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist E-lNesign Section 6—Project Specifics I Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom i Water Supply EPublic ❑ Private Sewage Disposal ❑ Municipal D--bn Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway I Debris Disposal Facility: /� /�Vs��'�� I am using a crane ❑ Yes 0 No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. �- Z Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed 9 Side Yard Required Proposed � a Has this property had relief from the Zoning Board in the past? ❑ Yes �No Last undated: 11/15/2018 Application Number........................................... Section 9- Construction Supervisor Name 60 ��G � Telephone Number Address City/�/ f�J��G�State Zip f License Number License Type Expiration Date Contractors Email �GJooGG��i'� Cell # S I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date 2 — if Section 10—Home Improvement Contractor Name hk.;�/f*) z Telephone Number S �7 2--2-/ Address -T City State,�--f Zip O Registration Number Af/'f Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 7800 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature G 4=� Date Z Section 11 —Home Owners License Exemption t Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature G�L� ��MJ� Date ��Z 2 Print Name Telephone Number S E-mail permit to: 6? �` Gy co Last undated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization i I, �� 'v �Ti�D��ar�►o , as Owner of the subject property hereby authorize Aoc;7��P to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) /Z-7 I Signature of Owner date Print Name , Last updated: 11/152018 • A TOWN OF BARNSTABLE BUILD�1(fx) ERMIT APPLICATION Map Parcel 3 Qua Application # Health Division Lv® ��"�� Date Issued Conservation Division MAIVII ` Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board Historic -:OKH Preservation / Hyannis Project Street Address Village M�o Owner < WIeh A•?j) WAddress Telephone Permit Request ry A-i�a of►j Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 00 Construction Type OVL C_gt- LotSize l2 2�� 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 i 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 ---I S t=--l-��ws Telephone Number SOY -71 t *4 Address .5 Vn4-o-i License # C40 �S^� Home Improvement Contractor# tQzia Z7 Email c�I,vj'D I--ows '� M-4 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE ' /- FOR OFFICIAL USE ONLY APPLICATION # T • DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL "z GAS: ROUGH FINAL FINAL BUILDING A �I• fir, _ .. ate, DATE CLOSED OUT, r~r� ASSOCIATION PLAN NO. N Notes 1. LOCUS: #9 COOLIDGE STREET MAP 35 PARCEL 37 COOLIDGE STREET 2• OWNER: R14604 WOLF CREEKL LPARKWAY STADTERMAN w E LOUISVILLE, KY 40241 EDGE OF PAVEMENT 3. DEED REF: Bk:11535 Pg:74 N 89T8'00'£ 165.00' 4. PLAN REF: Bk:315 Pg:28 �GIAVEl MAP 3.�J 5 ZONELOCUS DOES NOT FALL AS SHOWN ON FE ATMFLOOD INSURANCE N A FLOOD HAZARD 3 ! m PARCEL 37 wo y w RATE MAP No. 25001 C-0756—J, DATED m ,289E S.f. fD P/r LOCATION APPROX. LEACHING 12 Q 2 07/16/2014. w Eci N n (�•) 3 ~ 6. LOCUS DOES NOT FALL WITHIN THE NATURAL S h ; W HERITAGE and ENDANGERED SPECIES PROGRAM SZOOE._.._._. m w W (NHESP) AREAS OF ESTIMATED HABITATS OF a i n 't RARE WILDLIFE and PRIORITY HABITATS OF RARE C \ o PROPOSED o Q SPECIES. �129 COOLIDGf SIR££T v �� \\ �::.;:.:!.;8.83,:n PORCH h 4 MAP 35 PARCEL 38 z ( Z #9 •:>;:;:•:::::::::::. APPROx. LOCA770N w (q 7. PROPOSED ADDITION WILL NOT INCREASE THE ph • trar;•;?:155.0.`:;%%?; £X. 1,000 GALLON o fri C \ EX. HOUSE \ ; ROP..O.SEO::t::yn: r`�1 \ S£P77C TANK NUMBER OF BEDROOMS. ADDITION k t �,�ssf S.f. B/H \ 8. EXISTING SEPTIC TO REMAIN. 41. h l D CK \ \ t PROPOSED — 26.ol PROPOSED SHOWER 79.3' ' BULKHEAD STOCKADE FENCE 165.00' — N 89 5522'E #775 MAIN STREET *yY �i,oP MAP 35 PARCEL 41 .{ ALAN u GRADY 7 N0.37732 CC'STEa�� ` SITE PLAN��E �y ( IN BARNSTABLE, MASSACHUSETTS PLAN SCALE ZONE: RF REQUIRED ExlsnNc PROPOSED x°tl Prepared for. _ O 4 B t2 is 20 30 40 60 LOT AREA: 43,560 s.f. 12,289t s.f. 12,289t s.f. FRONTAGE: 150' 75.50'/165.00 75.50'/165.00' 49 HERRING POND ROAD 19 OLD SOUTH ROAD RICHARD L. STADTERMAN "" FRONT YARD: 15' 79:10.4' 1' 41.10.4' 1' BUZZARDS BAY,MA 02532 NANTUCKET,MA 02564 #9 COOLIDGE STREET 1 inch = 20 feet SIDE/REAR YARD: 1g' 10.4' 10.4' (tel) :08.813.0070 (tel)508.325.0044 MAP 35 PARCEL 37 Deu: Drava: CDeDked: (fax)508.833.22802 www.brackeneng.com AUGUST 5, 2016 PCM/SAG ZLB S:\-mW Drmiry.\Bomcbda\Coordee Sbcl\9 Coordge S4c0\9 C Wg-S—Aw _o uwC13 I a Z v a COcc Z CO I U Q Z O� Z .. �e 0 W: a CO H p w J' O — U. �� .:ls�w.eW`�v`6a'�� Wy;s. "�'as!r.��—.s:��0�•-�-*x"�ca_:a�,t«��"" O Q Regulatory. Services WASEL Richard V.Sca%Director 1639. Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,NSA 02601 www.town.barnstable.maxs Offee: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using' A Builder O,-VI , as Owner of the property l hereby authorize_�f�?ac�s � - to act on my behalf, in all matters relative.to work authorized by this building permit application for. 1 • J C (AddrLVs,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. Y� _Sigmtu:te of.0wnet S' e of Applicant Print Name Print Name Date QToxMs:owrrEaPExMrssioxpoors r 3��[zTttmext a,�' ushz�1lccide� ,:. . fce Ofans. 600 Washizvf=&reef Bos&n,MA 02131T •. fvzv�umassgEE�riia • Workers' Cumpensafci.Insu uc$AfffihviL B.cederslC4mh-:zc rsMecUic-bmmTh6mbe AyPH ant Informiatim Please Print Lem — o cf� Are you an employer?Checkthe appropriate bcm 'Type of project(reguired�: L❑ I ant a employer veia 4. ❑I am a geaerai contmdux and I 6- ❑New eonsk=ton: e plate(faff andkr pat-fimq)-* bave Ehrd.•fehe suit-cvnbmctom 2 m.[ I a a sale g%pzietos orpartuer- d oate ached sheet 7- ship and have no emplayees These sub-conftwtam have $ Demoldian e npla asdhaz e WarnersWm ng forme M- arzg cap=E Y jAo camp_ �+�e camp-Ra $ 9. addifioa I S. ❑ We are a eorporafiaa amf ifs 1 Elrchicai repairs or a&rl&ED+e 3.❑ lama homeowner doing all undo of5cers have ewxcised theFr 11-❑Flumbingrepaizs or adcfiticns ' + � o worlmm' right of esemgtina per MQ. L❑Roofrepdus arequim. d.I i c.M,JIM aadwel mend employees.[1V'awo&Iers' 13.❑'0ther camp.insurance requue3] 'Any agpfia 6-B cads E+uz it nmst also a�the sectioabeTmvshouiag Baeawodces'�pA.�ti�...poycyi uim # , a saki dtis afudzv a` amst sulsmit a new 2Mdmdt mdirrfw mch rGa�[sf5�ld�er3ctids bmc��e�aasd�aZ slteei shmrmgtLenameoEthe sub-cm�cLo-g�rl sf�e�heth�oraotfhnse emi�sh� ' emplQ}Re�Iftltesnb-cv�+*a�+�+*��e�pIoSers,ffie9'��,'Lrmv'ide-8�Rotl�'mmP.gaTicgm�h� ' I am an eiii M Hero is f1'tapalfcy aFrd jvTa site �c�ormalinn Insurance companyName: 'Paficy 4 or Self-inL lic. i ir�iaaDafa= Job Site 1lddress= CstgJSkafeEp Arch a copy of the workere cbmpensationpolicg declaration page(sh uiag the� icy m=ber and espsation date). �Faih in secure coverage as requimdundneSe-c€iun 25A o€MGL c.l�c-an lead to the imposif a of ccdmmal penalises of a free up to$UOD 4U an&or onayearimprisonmeiit,as well as civil peualNe bm I ie fnua of a STOP WORK ORDERand a fare ofmp to$250M a dap against the vinlatur. Be ad-vised ibat a copy of this zbdement may ba fx coded to the Office of Iaves6gafions o€the DIA for insu®ce cavemfp vedf=Hoa. Ida her�ry ndsr d w pains and gei jiuy dwtdie info r=a 6m p ro vid d a b a m is tins mid Carrect $�os,afrn•R- � 'Dale: - 1. ' � �2 Phone A. TtQ -40C ajftid uw anfy. Do not write in ffdS area,i�&be muip&eJ by city artoiFu offs cal City or Taws: g°exuihIT;ce=e;9 LssU�MgAM[dgrhy(ca%one): L Soard of teal& 1 Rwffirmg Dep�t 3.f5t3-1rumn Ca=k 4.Electrical inspector S.Pig fimpecfor Coact gersoa: Dhow#: 6 �O.itTi7Cu+li�siT•ici rii+li- License: CS-040858.t T+S „ Ism— # 5 1VIA 0264 `^ MASHPJEE .Expiration+ p4/3012017 Commissioner CJlie�pomvnxaruueaCCA o1�arXwel�h Office of Consumer Affairs&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration.'SP, 827 Type: Office of Consumer Affairs and Business Regulation il�^`• 10 Park Plaza-Suite 5170 Expirations= ZE�321}8 DBA f,iC Boston,MA 02116 •FELLOWS BUILDING,&1iQME IMPJROVEMENT ' James Fellows � 5 Main Street )i Mashpee,MA 02649 - Undersecretary Not valid without signature � 1 ' ✓ �inSt`u CLl S", el--or License: CS-0gp8C y �g7 1 5 MAIN ST < , ' MAS>3P$E;. t�l Expi ration+ -09110/2017 Commissioner i le �pomvnxoaziuea�Ch a�G aac`ivaeda Office of Consumer Affairs&Business Regulation License or registration valid for individual use only before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR �. Registration:.: r02g27 Type: Office of Consumer Affairs and Business Regulation ^` 10 Park Plaza-Suite 5170 Expiratio air--_-' 7°F2 2- M_ DBA Em Boston,iVLA 02116 -FELLOWS BUILDING;&'�10NIE1NiPBOVEMENT ' James Fellows 5 Main Street �i Mashpee,MA 02649 Undersecretary Not valid wit out signature 1 Y Q) 13 -1(o-,)��2 G �3-- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. 3 ,I'A licatio„n Map Parcel pp Health Division 4?ljl Date Issued Conservation Division INGd�� Application Fee ? o Planning Dept'. ��81 Permit Fee` Date Definitive Plan Approved by Planning Board"&Qp^ Historic = OKH Preservation/ Hyannis RNSTA,eo Project Street Address Q Coo; L: A Sf, Village A_ Owner 'S P- M ATJ rkRkL\A43-2b Z `9 EAddress `Za J°51-,vas c�- �� Vti�o�s� ck.a6k013 Telephone� 3� C��•o roCp 'Lv Permit Request ' .,Je syy�@ �c +,� sdl.s't.� a Ai-i�2 5•��irZw�+� ...: Z �P.+�i1-S � �i N 5 J l�� ' (ILLY-�w�3 � � ��-�►��. 2N`� t�l.o�2 ' Square feet: 1st floor: existing proposed 2nd floor: existing 10 proposed ° Total new Zoning District r--tro Flood Plain Groundwater Overlay Project Valuation _90,00 Construction Type L-1 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 0 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 15t. � C-v Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number (S,9j) Address 5;' m A,,--) Si License# VyA,.S0s• -MA . 01G k(s Home Improvement Contractor# Y®2 $2'1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ?-oil 6-C4 SIGNATURE -h, DATE -L 3 • 17 1 FOR OFFICIAL USE ONLY APPLICATION# ,f DATE ISSUED'ISSUED -: (!, t +,:,MAP/PARCEL NO:•.: . ; 2 ` i z F ADDRESS =_ VILLAGE 1 OWNER 4 DATE OF INSPECTION: _.; -FOUNDATION', ' FRAME - `INSULATION: 7^ L _ �. FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL `t ,GAS:,-; l! ROUGH `,"A r f; FINAL J r Fr'MI Q� t .liFINAL B;UILDINGR z :a �' , a ;DATE CLOSED:OUT:._, ._.;c :. :. ASSOCIATION PLAN-NO. r �. Town of Barnstable Regulatory. Services Richard V.Scab,Director 16 Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign,This Section If Using A Builder I, iG►� >��dl��'✓�'10�t�1 , as Owner of the subject property to act on my behalf; hereby authorize 1 S in all matters relative.to work authorized by this building permit application for. 1i �, 0a . (AddrLYs 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. ,S1 e=of�OOwuer=-`` ' 1 S' e of Applicant gn�ti�r u1�2�• �y � `Jiflw�.6-s �j. ��5 Print Name Print Name 6 Date QTORMS:OWNERPERNESSIONPOOIS The Cammomr aWt of_Mmcdr=etts 3 as a ' uslri Acddazfs # f ice a�' ati�xu. 600 Washii*t=&reet Boston,MA 02111 Workers' flrmpensaf mn Iusr mce Aff faoit:SaUde ers AppHcant InftmmafiGu Please Frint E y .Name I 'yS �Jc�/ 61�r►•+.�_ � �•�-e�•�' Addressr fi Y►t/ter S, phom Are you an em Hover?Checkthe appropriate bow Type of project(required): L❑ I am a employer with, 4. ❑I am a generg coahmctor and I 6. ❑New eo ast o employee;(HI andlor part-time)-* have hh-ed-ffm sub-contmcEom 2.[ I am a sole day or partner- fisted ontffie a�died sheet. 7- and have no 1 These sob-conk have P �P $ Demolifion woddn; forme is any may. emgloyees andbave wo&ers' INo wmbms'Camp.fi=n nce comp.kLMMUct I . . g- addition. I . 5_ ❑ We we a wrporafim and its I Electrical repaks,or additiom reqEM& 3_❑ I am.a homeowner doing all wmk officers have emrmed thew 11-0 Plumbiagrepsim or additicm mysel€[No was'comp_ riot of per MGL i? Roof ¢1(4k and wehweno employees`[No wo&err' 13-❑'other comp.iamnance required-) '�acp a esat chnixb=R roast dsa Mautthe secff=bdawshe dseswn&=e�p--fi—POHcgi � #ffameoa�cs who subs dris rffldara`i g 6iep� �sg�rmi[and theahtxe ads ca�a�sxmst sahmit a nesv a�daeit indite sacii IGoa�stust dseek dit bmc mast aged as 9dditiaas2 Sb eld sbeuiag d enTme of dse suss-caMtrWctM:rmul stmievrhelhec Ornotibme azliY�s 71. if the caatradasIa -Ti05—idiegamstP—TIL-&W .gaficgamabaL I am art eurplaJ�er fltcd is prar�rdirrg rvnrkets'carrgreresrdian ursnrarrcavr emP �e�. Booty ise paTicp arrd job sits igRorraatintt. Iv4umanc0 Company Name: Pooficy¢or Self-itnL Ii�.a auI}afe= Job Site Address` CifglStafrJ�.rp Affach a copy of the warkere compensationpolicf dechwation page(showing the policy number and expiration date}. FaAare to secum overage as required under'Section 25A of MGL r- 1572 can lead to i ie.imposition of rAmural pena%es of a fine up to$L50D Oa andtor one-gesrsmprismme t,as vveiU as civil panAie in the fb=of a STQP WORK ORDERand a ffne of up to$250M a dap agaiast the violafan Be adrised brat a copy of this statement may,be fxwarded to the Of of dons ofthe DIA for•fi=mw cavemge v l�tfa hereby hire a'nd carrect Siontare- PhMe Offl;itd uss only. Do not write in fors areq,to be c mapfeted by city arfaivu o,fficiat City or Town: 1NmmmtlT;ceme;9 Issuing Anflarity(ca de oat:): L Board of Heahk 3.wag Deft 3.Qty rows Oerk 4.Electrical Inspector S.Phumbing Inspectmr 6.Otlrer Comfact Person: Phone Massachusetts -Depa?tment of Public Safety- Board of Building Regulations and Standards ' l.11ll�ll UlLlllll JU11G1 Y1�111 . • License: CS-040858 Gr T I.0 Q JAMS D FEY:Ii- S 5 MAIN.ST MASEIPEE.MA'6364 )ilQ�`• ' Expirations commissioner ' 09/30/2017 �. Ulze tpomvrrw�ruuealC�u�Ci�Lcrilaac�ivaeG�6 +. ---. . . Office of Consumer Affairs&Business Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR 'before the expiration date. If found return to: 102827 Type: Office of Consumer Affairs and Business Regulation Expiration: Z/212Q 18 DBA 10 Park Plaza-Suite 5170 L Boston,MA 02116 FELLOWS BUILDING8INOME=IMPROVEMENT James Fellows . i '== • , 5 Main Street ; Mashpee,MA 02649 - ' .-4--a--,� Undersecretary" ?Not valid wit out signature i f� ti f � 3 Fla 4 ROBES Heating & Cooling MASSACHU ETTS DUCT LEAKAGE TEST FORM �Ser tal�ont actor �LICENSE; 15� Customer Information: Test Conditions: Name:Richard Stadterman Date: 2/22/2017 Address: 9 Coolidage St. Time: 11:45 am City:Cotuit IndoorTemp (F):63 State Zip�Ma./02635 Outdoor Temp (F):43 / Floor Area (SQ FT): 905 Phone: 508-775-3083 Contractor:Robies Heating&cooling System Airflow(CFM) 600 Cooling Size (Tons): 11/2 Heating Size (BTU's):40000 MA Licensed Sheet Metal Worker: primary Location of Name: Glenn Davis Supply Ductwork: attic License: Master F7"ourneyman❑ primary Location of License#1528 Return Ductwork: attic Total Leakage Test: . Depress =Press[E] Comments: permit B-16-3283 2ND Floor Test Pressure: 25 (Pa) Baseline Duct Pressure (optional):N/A (Pa) Duct Flow Ring Fan Press Flow Press: Pa Installed Pa CFM 25 3 N/A 30 30 3 N/A . , 31 20 3 N/A 29 15 3 N/A 29 10 3 N/A 28 Duct Blaster Model/SN: DG700 D10583 Results: PASSED Total Leakage (CFM): 30: Total Leakage as% Date: 7i Z ZUl-7 System airflow:0.05 BY(print): G( o Signature: /o Total Leakage.as Floor Area: 0.033 License#: J� a 9 3 ROBES Heating & Cooling MASSACNussfrs 4sheet Metal Contractor DUCT LEAKAGE TEST FORM ucE sE9's Customer Information: Test Conditions: Name:Richard Stadterman Date: 2/22/2017 Address: 9 Coolidage St. Time: 10:30 am City:Cotuit Indoor Temp(F):63 State/Zip:Ma./02635 Outdoor Temp(F):43 Floor Area (SQ FT): 1542 Phone: 508-775-3083 System.Airflow(CFM) 1000 Contractor:RobieS Heating&cooling Cooling Size (Tons): 21/2 Heating Size (BTU's):40000 MA licensed Sheet Metal Worker: Primary Location of Name: Glenn Davis Supply Ductwork: basement License: Master Fx Jo.urneyman❑ Primary Location of . License#1528 Return Ductwork: basement Total Leakage Test: Depress =Press Comments: -permit B-16-3283 157 Floor Test Pressure: 25(Pa) .Baseline Duct Pressure (optional):N/A (Pa) Duct Flow Ring Fan Press Flow 03 Press: Pa Installed . ` Pa CFM 25 3 N/A 51 0 30 3 N/A 52 i� 20 3 N/A 51 ?y o 15 3 N/A 49 "® 10 3 N/A 48 Duct Blaster Model/SN: DG700 D10583 Results: PASSED Total Leakage (CFM): 51' ' Total Leakage.as% Date: Z zZ ZO/ .System airflow:0.051 BY(print): (64-V✓ /S a Signature: /o Total Leakage.as Floor Area: 0.033 License#: /J�� INSULATION CO. February 06, 2017 Job Location: Woollard Builders, LLC Stadterman P O Box 1143 9 Coolidge Street Barnstable, MA 02630 Cotuit Insulation installed to specifications below: ................................................................................................................................................................................................................................................... .................. ... ........................................... .................................. ..................... ....................................................... : e € lae€€ :::::::: lanu �tair r:::::::::::::::::.::. . ::::::::::::: :. . ..:::::::::::::::::::::::::::::::::::::: ..........................................................................................:............................. ..........:�.:::::::::::::::::: ''p :::::::::::::Cnmtncnt:::::::::::::::::::::::::::::::::::: Rafters to eaves R-38/5.5" Gaco One Pass Closed Cell Spray Foam Insulation Slopes R-30c 8-1/4" Owens Corning Kraft Faced w/Proper Vents Slopes R-9.6 R-Max 1.5"Continuous Rigid Insulation flame retardant Exterior Walls (2x6) R-21 5-1/2" Owens Corning Kraft Faced Exterior Walls (2x4) R-15/2.25" Gaco One Pass Closed Cell Spray Foam Insulation Stairwell R-15 3-1/2" Owens Corning Kraft Faced Plates/Perimeter R-21/3" Gaco One Pass Closed Cell Spray Foam Insulation Existing Basement Ceiling R-19 6-1/4" Owens Corning Kraft Faced repair as necessary Crawlspace R-30 9-1/2" Owens Corning Kraft Faced w/support wires Crawlspace Walls R-21/3" Gaco One Pass Closed Cell Spray Foam Insulation New Basement Ceiling R-19 6-1/4" Owens Corning Unfaced New Basement Ceiling R-15 3-1/2" Roxul Unfaced Includes removal and disposal of existing insulation. ................................................................................................................. ................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................................................... For foam specifications see attached documents. I hereby certify the insulati .products have been installed in accordance to the specifications stated ab oe� - Timothy T/Ott Summit Insulation Co., Inc. P.O. Box 1337 Harwich, MA 02645 (508)430-8144 i Gaco Western S I N C E 1 9 5 5 Product Data Sheet: GacoOnePass F185OR September 2016 Supersedes 6/15 GacoOnePass F1850R CLOSED CELL SPRAY FOAM INSULATION DESCRIPTION GacoOnePass F1850R is a two component HFC-blown (zero ozone-depleting) liquid spray system that cures to a medium-density rigid cellular polyurethane insulation material. GacoOnePass F1850R contains polyols derived from naturally renewable oils, post-consumer recycled plastics, and pre-consumer recycled materials. GacoOnePass F1850R is a Class A(Class 1) fire rated foam that meets or exceeds the requirements of ICC-ES AC377 Acceptance Criteria for Foam Plastic Insulation. See Intertek Code Compliance Research Report CCRR-1043 for code compliant application information. GacoOnePass F1850R is a Type II foam in accordance with ASTM C1029. GacoOnePass F1850R is designed to be installed in up to four(4) inch passes when insulation instructions are followed. This closed cell foam is designed to provide: excellent thermal performance; air impermeable insulation; and, an integral part of an air barrier assembly. RECOMMENDED USES GacoOnePass F1850R will provide excellent performance in a wide range of residential, commercial and industrial applications where in service temperatures are between -40OF and 200°F. Walls Attics Concrete Slabs Cold Storage Storage Tanks Ceilings Crawlspaces Residential Ducts Freezers Other Industrial Applications Floors Foundations Plenums Piping PHYSICAL PROPERTIES The following physical property tests were conducted by independent certified laboratories with traceable samples in accordance ICC-ES AC377 and ASTM C1029 for Type II foam. PROPERTY* ASTM VALUE UNIT TEST Core Density D1622 2.1 t 10% Ibs/ft Aged R-Value** C518 R 6.5 at 1" *** h-ft .°F/Btu C518 R 25 at 3.5"*** h-ft .°F/Btu Compressive Strength Parallel to Rise): D1621 28.5 psi Tensile Strength D1623 39.7 psi Water Vapor Permeance E96 0.44 perm-in Method A Dimensional Stability At 158°F and 97% RH L=4.2%, W=5.1%, T=1.2% % linear change At 1580F and ambient RH D2126 L=-0.8%, W=-1.1%, T=-1.5% % linear change . At-20OF and ambient RH L=0.1%, W=-0.1%, T=0.2% % linear change Open Cell Content D2856 4.4 % Air Permeance @ 75Pa Infiltration/Exfiltration E2178 0.00 at 1" L/s-M Fungi Resistance C1338 Pass no growth Hot Surface Performance C411 Pass *These items are provided for general information. **Federal Trade Commission regulations published in the Federal Register 16 CFR Part 460 require that R value testing of polyurethane foam insulation must be conducted on aged samples at a 75*F mean test temperature.Failure to comply can result in substantial fines by the FTC. ***To determine R values for thickness not listed: a. between 1 inch and 3.5 inch can be determined through linear interpolation;or, b. greater than 3.5 inches can be calculated based on R 7.2/inch Made in the USA • gaco.com • 877.699.4226 C`a `—J f y GacoOnePass F1850R Page 2 SURFACE BURNING CHARACTERISTICS GacoOnePass F1850R meets Class A(Class 1) requirements when tested in accordance with ASTM E84 (UL 723)as defined in NFPA 101 and Section 803 of the International Building Code (2009, 2012, 2015). SYSTEM I THICKNESS I FLAME SPREAD INDEX SMOKE DEVELOPED INDEX GacoOnePass F1850R 4" 10.2 cm 5 350 LARGE SCALE FIRE TESTING TEST PERFORMANCE LOCATION FOAM THICKNESS/COATING AC377 Ignition Barrier Vertical surfaces Up to 8.0" (20.3 cm)/No Coating Required Horizontal or sloped surfaces Up to 10.0" (25.4 cm)/No Coating Required NFPA 286 Thermal Barrier Vertical surfaces Up to 7.5" (19.1 cm)/DC315- 18 mil wet Horizontal or sloped surfaces Up to 9.5" (24.1 cm)/DC315- 18 mil wet i GacoOnePass F1850 meets or exceeds the IBC requirements for exterior walls in type I, II, III, IV and V construction. This includes NFPA 285 and NFPA 259 testing with Intertek Listings(GWL/FIP 30-02, GWL/FIP 30-01). VAPOR RETARDER GacoOnePass F1850R meets the requirement of one perm or less for a Class II vapor retarder per the International Code Council and ASHRAE when installed at 0.44 inches in depth. However, minimum installed thickness recommended by Gaco Western is 0.75 inches.Water vapor permeability at various thicknesses is provided below: Thickness WVP 0.44" 1.00 perms 1.01, 0.44 perms 2" 0.22 perms 3" 0.15 perms 4" 0.11 perms AIR BARRIER PERFORMANCE GacoOnePass F1850R is an air impermeable insulation and an air barrier material based on testing in accordance with ASTM E2178 at one inch depth or more. LEED INFORMATION GacoOnePass F1850R has a minimum of 9.7% recycled content based on weight, including 1.8% pre-consumer material and 7.9% post-consumer material. It contains 8.5% rapidly renewable content. GacoOnePass F1850R raw materials are blended in Waukesha,WI.Actual polyurethane foam end product production is done on-site by the applicator. TYPICAL LIQUID CHEMICAL PROPERTIES "A" Component contains polymeric isocyanate. "B"Component contains polyol, catalysts, fire retardants, surfactants and blowing agents. PROPERTY TEST ASTM TEST VALUE UNIT TEMPERATURE Viscosity—"A"Component: 77°F (25°C) D2196 200 t 50 cps Viscosity—"B"Component: 796 t 50 cps Specific Gravity—"A" Component: 77°F (25°C) D1638 1.22 S.G. Specific Gravity—"B" Component: 1.19 S.G. Weight/Gallon—"A" Component: 77°F (25°C) 10.2 Ibs/gal Weight/Gallon—"B" Component: 9.94 lbs/cial Mixing Ratio—"A" &"B" Component 1 1:1 By volume Stability When Stored at 50°F to 70OF A Component— 12 Months 10°C to 21°C B Component— 4 Months Made in the USA . gaco.com . 877.699.4226 C�a `—J qjGacoOnePass F1850R Page 3 APPLICATION To ensure optimum performance, a minimum pass thickness of 3/4" (1.9 cm) is recommended with the maximum not to exceed 4" (10.2 cm) per pass. To obtain optimum results substrate temperature should be within the ranges as stated below.All substrates must be dry at the time of application. Do not apply to wood surfaces with a moisture content of above 18%. Material Substrate Temperature GacoOnePass F1850R 30OF to 1200E -1.1 OC to 48.9OC EQUIPMENT SETTINGS VALUE Pre-Heat: Iso A 105OF to 1350E 410C to 580C Pre-Heat: Poly B 1050F to 1350E 41 OC to 58OC Hose Heat 1050F to 1350E 410C to 580C Recommended Spray Pressure 1,200 to 1,400 psi (dynamic) PRODUCT CHARACTERISTICS VALUE Cream Time 0.5- 1.5 sec Rise Time 3-6 sec Tack Free Time 4 - 8 sec Cure Time 24 hours The information herein is believed to be reliable but unknown risks may be present.ALL WARRANTIES OF ANY KIND,EXPRESSED OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND THAT GOODS ARE OF MERCHANTABLE QUALITY,ARE SPECIFICALLY DISCLAIMED.See Gaco Western for information concerning its limited warranty and its availability. For specific Safety and Health information please refer to Safety Data Sheet. Made in the USA • gaco.com . 877.699.4226 TOWN OF BARNSTABLE BUILDING PERMIT APPLIC'ATIOI4 Q"M Map s Parcel Application 6� Health Division 1301 Benin of=pT Date Issued Conservation Division SEP � 1� Application Fee Planning Dept. Permit Fee TOWN OF BARNSTABLE Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Co Ol k 4S$Iz- Village T Owner ck 4 ti'Ry-l-ri 5 i A-:�CVW49ddress o�9 JO;�vPr l 2F4-�L . (Yl 04c s m Telephone 3, �a ca- (e(e. z� Permit Request E&- k-k43 'F,2J 7 i c-i tL�n P FA.-, s Pavz_c,- Square feet: 1 st floor: existing proposed 52-0 2nd floor: existing Lp proposed O Total new Z Zoning District Kr Flood Plain / Groundwater Overlay Project Valuation &Do Construction Type .per Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 1#1 Two Family ❑ Multi-Family (# units) Age of Existing Structure off,5 Historic House: ❑Yes �No On Old King's Highway: ❑Yes IX No Basement Type: ',Full Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) t Number of Baths: Full: existing 'Z new 0 Half: existing new a Number of Bedrooms: existing 6 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: C$Gas ❑Oil ❑ Electric ❑ Other Central Air: *_Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes PNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ ,tVAttached 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 L ..c� APPLICANT INFORMATION - ----- (BUILDER OR HOMEOWNER) Name f:-J.AinE,& Telephone Number Address PA A-s n� 57', License # 00 (7 Mkq+e , ( M A ca, Q 4� Home Improvement Contractor# /02-&2 7 q.&43 Email J1VY1 �(-1-yw>� �r'td�1- ° C-ey-vi Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ` FOR OFFICIAL USE ONLY APPLICATION # f ' DATE ISSUED - MAP/ PARCEL NO. ` ADDRESS VILLAGE ' OWNER DATE.OF INSPECTION: " FOUNDATION K FRAME J INSULATION a"l'1'�'1dirIs FIREPLACE E; ELECTRICAL: ROUGH FINAL PLUMBING: . ROUGH FINAL GAS: ROUGH FINAL - 3. FINAL BUILDING f DATE CLOSED OUT � '' ASSOCIATION PLAN NO. i c i • AWC wide to $load C.o=5=c#on m Hrb It FrZad ffreu:RO mph end Zoae Massac. ugetts- Checkli&t far Compa,nce 990 ChIxS301_7-1.1)' - . 1_1 SCOPE. Mrd Speed{3-see.9urt) _ 110 mph VOr d ExposrEB Category B 12 APPL.ICA.BIUTY Sf=r (a iaofvdii h exceeds B hi-12 sIVa-sW bemnsidersd a story)- sbri c 2 Rant 1' .;(Fig 2) 5 i2:12 - Mean Rif Height (Fig 2) _ft s'33' BuIIding Width,W (Fig 3) 7y it s W StdIr3.g Lenah,L _ [Fg 3) �fit_s;tr Banding Aspect R,afm(11M (Fig 4) 3:1 t _ Nmr&ml Height of Tallest Dpmn ng? (Fig 4) J" 5S ssw 13 FRAUNG CONNECTIONS - General conipranceswth f-arr rigcannecfbas (Table2) . 2-1 FOUHDATIDN Foundaflon YVatls meeting regcm•e arils of 7BD CW 5404.1 ID M jy Conte___. •-•------------------ •--O--4- w _ Bu�4 Caner Masonry 2-2 ANr_HDRAI;E TO FDLIh@ATIDM%3 . - 51B'Ancf,or Bo��ttb�ded or•b/B"Proptieiary Aderhanical Andiors as an alferitafive[n concr��e only . BoftSFacing-general._.-.-__.- (Table 4) - &I Spacnig from ewrJoint cf plate (Fig 5) Bolt Embedment-conch 5)— r Bolt Embedment-masonry _ (Fg 5) Ply Washer - (Fig 5) >3`x 3'x V,- 3.1 FL.DDR:S 4 r Z •�� Floorfiarnlrig meraberspans dieclod (per730 CMR 5S)-_L-�-- - Maxhru4m Floor Opening l7 mwuion (FuJ 6Z ft<_12' -. Fall Height Wall Studs at Floor Dpermgs less If-an 2!from Exbmrior Wall(Fig Nf�niun Flonr.loist 5e#barks SuppoMng Loadbearing Walls or Shemwall (Fig 7) Tit 5 d Maximum Cantilevered Floor Joists , - SLWorfmg IbadbMrkg lhFalls or ShMrWaIl—(Fig B) _ft s d FloorBmeng At En [Fg g) Floor Sheaffvng Type (per730 CMR M apter 55) BRA, x2v Floor She fv g T�idmess ---(per 780 M- 1 Chapter 5 UL Floor SheathIm FasfiEning (Table2) naffs at�in edge I d 4.1 WALLS -Wall Height �p I ca �g walls (Ftg In and Table 5) A $ c 10' _ Nart-Loadbearing walls (F910 and Table 5) ft'sZD' wax Stud Spachg _ (Fig 10 and Table 5) �UL s 24'a� _ Wall Sfnry DffseL- (Figs T.&B)__ _ft s d ' Wood Studs - I_Dadbearing4a4 [fal?le� .�2"�,r it Q in. Non-Laacbeaiing walls.— '[fab)e 5) 2x�- cQ, t)�h. T Gable End Wag Bracing _ Fvf Height Endwall 8U s (Fg 10) _ WSPAf c Floor Length (Fg 11) 'Gypsum fang Letxt[rf W3?not teed) -(Fg 11) - and 2 x4 Con* mus Leal Braza Q B ft a_r-_(Fig - or i x 3 cetTmg fining sftips @ 15`sparing-ruin'_with 2 x 4 bbcidng @ 4 fL spacing in end joist cc-hzs hays Double Te�p Ptah: _ SPrL-Length - (dig 13 and Table 6) j fr Sam DDnr=fDn fno.of 16d cornnton nark}' tTable 6) ¢ AWCGuide to Wood Carrsn-acfion in pligfr gridArm: II a-,npii Ward Zone Massachusetts Checkist far Com pXa.nce mo cmRsioizrs)l I Loadb,_-wing Waft Conger501W - L alas!(n0_of 16d common naffs) (Tables 7) - NDn-Lzadbeaxirq Wall CormectionS � I (ne.of 16d c omman na$s) - (Tpble B) , Load Bearing Wag Openings(record kryast opening but check ag openings for corrrpbance Table,,3} Heider Sp (Table 9) ft_in_-if, • Sg Plate Spans (Table 9) _ —m•31' . .FLA Height Studs (n0_of'siiid_s1 (Table 9} Non4xad Big►rilag Openings(r e=-d larger opening birt check all openings for r-ampfrancr:to Table 9) HeadeeSpans---- - (Table 9) _tf—11151Z SM Ptate Spans-- - _ (Table 9) _ft—in_�1 T FLA Heyght Sleds(nD.of sfvds) (Table 9) 6dPrixvgao SheaMang fn Resist Uplift and S_heK S1nutfanearisfy4 BLAcling D'anensimi,W hlDuia;l Height of Tallest Dpeningz _ 5 GB` Sheathing T, . Edge Nail 5parsh9 (Table 10 or nDfe 4 f less) m- i FeJd Hall Spacing (Table 10) ' ShearConnecgon(no_c(16d common nails)(Table 10)— Percent Full -leightSh5affog ' (Table 10) 5%Addr3onal Sheaflwig for Walt with Opening---VW(Design Concepts) Max'ntuim Building DimensiDn,L - ' Sheathdng Typ;- (note 4)._ • Edge Naa Spacing— (Table 11 or nDte 4 if less) Field Nall Spacing (Table 11) Shear Connecfion(nix of 15d commmn nags)(Table 11) - _ Pent Full-Hexght Shesatf mg (fable 11) 5%Adcfdonal Shaming fDr Fall ufth'Oper bg>Mr(Design Concepts) Wolf Cladding l �.'(z C.00 AA 5c+iw� Raiff fix wind Speed? - 5-1 JZOOFS lA - RDaf framing member-spans checked? � (For Rmftas use AWC Span Taal,see aBRS Websife) Rnaf Overhang —(199LIM 19) ff s smaller of Z or L13 Trl=[3r Rater Connectichd at L.aadbearing Waft - Proprietary Conners Up1ft (Table 12) U=�pl Leal. (Table 12)_ r L P'f . Shear (Table 12) S= •pff. F,ic(ge Strap Coru'rec lmns,if collar ties not Asrd per page 21-- (Table 13) T= plf - Gable Rake Dutlooker (Frgura ZD) _<smaller of2'o LJ2 . Truss Dr Radler Connedons at N0n4madbektkU Walls . Proprietary Connacb.M - . UPI�t_ (Table 14) - Lateral(n0_of 15d mrnmon nails)—(Table lb_ . 'Roof sheaf ung Type (per 7B0 CMR Chapters 58 ar4 9) , RDcdf g Thid� 5 m. 16`YKSP RDaf&maff dng Fasfei w, g -(Table 2) Notes-, , -1. - This checMt sfralf be met in its enflraby excluding the specffic exeption-nDted in 2,tD Wmply wfth the raqWre.ments Df TBD C iBR5301_.21.1 Item 1. If the cheddtst k met in ifs enfzreiy]hen tire:fgg0►rvang metal straps and!hold dotYrrs are not ragLfi ed per fine:WFC•M iti]mph Ride: ' a. Steel Straps per Figure b. Z6 Gage Straps per Fagure 11 - - 14 ' d Ali iSta�per Fg�71 ' E. Comer Stud HD)d Downs per Fxjz-e 1Ba and Frjum 1Bb _ 2• 'Excep5cin:Opening ft of'up.fD B it shall be pemuth�d when 5%is added to Me percent fig-height sheathing - 'nequi ernen s.si 64m in Tables 10 and 11. 3- Tha bofjDm sff plats in exSdDr walls shag be a rnu*nwi 2 uL nDminal tniclav ss pressure: jV2-gride- i - ' AFFC GaIde fa Food Ca usirrmdort z u F�f h RlmdArear_II©mph F#r=dZone l - Massachusetts Chediist for Compliance(sll mns ut? a From Tables 113 and 11 and iDraffon ofrual sliad*ig and Buldmg Aspe Rafio,de&nnine Persr nt Fu1!-Height Sbeaff ing and Nall Spacing regt�s b. Woad Shvch r-al Panels shall be n*ft n th3darem Df VI 6'and be lnst-aled as follows: - - _ L Panels sfraIl be instated pvD sfrength I parallel to sh I M horb=dW jDSft shall Dana over and be naled to f ring. M. Dn single slaty mn_struclion,panels shaD be attached b bottom plalas and�2.lnw6er of the double -- — - ---_----_---- -..-M Dn h&o slaty�„�t„t5n, P Ike .Whi lap memberaf 5ie.uPper double top ---- plate and to band}Dlst at botbm of panel-Upper affadunerrt of lower pane!sh-4 be made to band joist and IDwer atfachment made to lowest plate at fust fibortmAng. ' V. HcdmnW nal spacing at double tDp plates, Ind joists,and gtr =shalf•be a double row of ad - staggered at 3 loches on carder per figures bel-Dw:VM*21 and HCdZDrrtal NaTrng fDr Pane!�chment S. Glaziirg pmbx:B=anew house DrhodtmntdaddrfiDn-required ifprojedis i mle orciosl:rtD shore(generally,souffl of lam.Za or norbr of 6) b)Verfical addMon-not r equVed unless these Is exlave reriov-ADn to the fust-flDor c)replan tnent'waidDws-needs enew mnswva compb oce only(chap 93) S.Wood Frame Can-StudiDn Manual CWFChll)for 110 MPH,>xpcxsure B maybe obtamedfrDm the Amenam WDDd CDuncxl (AWb)webs Re. rim EDG09EsN MI roses rvoas 'ATv ti u - L+ ll • t � a, I eL•+t � �. = tt i ii N t1 L i it it L L Q L t7 _ �j a 4 [ - m f� i i` '• t FDA ISC7TSt3lmllTe L i L! j t 1 E lir ii t f • I(,• t p 1 l al pj L $/bt l II r _ - - •Ti Iu � _ - - �r�r� z Puy Sea Ball on N.wd Page _ Verfical and HDr mrrtal NwTmg = � for 1?and Rfiar-.trtrtent ` VernFal&nd HDriz�n�I NarTurg fbI Pmml Aftr:f7ma t _ DiamondPier® FOUNDATION SYSTEM RESIDENTIAL DIAMOND PIER LOAD CHART Equivalency to a traditional concrete pier is indicated by Base Area Comparison and Frost Zone Rating. IRC Prescriptive Bearing ESR-1895 U.S.Patents 5,039,256; 6,910 832;71326,003 Bearing in 2000 psf Sands/Gravels' 3600# 3600# 3600# 5150# 5850# Bearing in 1500 psf Silts/Clays' 2700# 2700# 27004f 3870# 4400# Equivalent Bearing Area 1.8 sf 1.8 sf 1.8 sf 2.58 sf 2.93 sf Base Area Comparison 18"cylinder 18"cylinder 18":;cylinder 21"cylinder 23"cylinder Uplift 670# 920# 1175# 1215# 1380# Lateral 575# 820# ,1.07 # 1150# 1310# Frost Zone Rating 12"-24" 30"- 42" _48" 48" 60" NOTES: 1. Values applicable in properly drained, sound soils with a minimum 1500 psf bearing capacity. See IRC Table R401.4.1 for complete bearing soils listing and Table notes. 2. For simple structures only. No asymmetrical, rotational, overturning, or dynamic loads. For additional • information, see the full Diamond Pier Installation Manual. 3. All capacities use four pins of the specified length per foundation. Length includes that portion embedded within the foundation head. 4. DP-50 uses defined in paragraph 2.0 of ESR-1895 and per blue-bordered box above are limited to residential decks, covered decks, stairways, and walkways. For DP-50 uses beyond these types of projects, and for DP-75 applications, refer to Cross Pin Group Test Report(EEI Report No. 07-020-8). See Note 1 for applicable soils. 5. 50" Pins are recommended for use with the DP-50 where uplift and/or lateral loads may govern. The DP-50 comes with a 1/2" diameter embedded galvanized anchor bolt. The DP-75 comes with a 5/8" diameter embedded galvanized anchor bolt. 6. The Diamond Pier system is a shallow bearing technology that does not require"refusal"or"friction" resistance, or the professional installation monitoring or special inspection typically associated with conventional vertical or battered piling. 7. This load chart is intended for applications supported by columns, posts, and beams loaded up to but not exceeding the stated capacities. For applications where the load requirements exceed the capacities defined in this chart, a site-specific capacity review is required. Project soils data and structural loading information must be provided. Refer to"Commercial and Special-Order Project Services"and "Diamond Pier Foundations—Use and Applications"; both documents are available at www.diamondpiers.com. • ©2016 Pin Foundations,Inc.All Rights Reserved 4810 Pt Fosdick or NW,PMB 60 PIN FOUNDATIONS I N C Toll Free: 866-255-9478 Gig Harbor,Washington 98335 Main Office: 253-858-8809 www.pinfoundations.com General Email: info@diamondpiers.com I ®Boise Cascade Single 9-1/2" AJS® 140 Joist\J01 Dry 11 span I No cantilevers j 0/12 slope September 9, 2016 11:37:19 BC CALCO Design Report 16 OCS Repetitive Glued &nailed construction Build 4516 File Name: H Woollard_9 Coolidge Job Name: Staderman Description:ITYPI CAL FLOOR JOIST 7 Address: 9 Coolidge Street Specifier: 'jlm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1144 Misc: 15-00-00 BO B1 Total Horizontal Product Length=15-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 2-1/2" 400/0 100/0 B1, 2-1/2" 400/0 100/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 126% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 15-00-00 40 10 16 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 1,803 ft-Ibs 73.6% 100% 1 07-06-00 Completeness and accuracy of input must End Reaction 500 Ibs 47.1% 100% 1 00-00-00 be verified by anyone who would rely on End Shear 486 Ibs 41.9% 100% 1 00-02-08 output as evidence of suitability for Total Load Defl. U529 (0.334") 45.4% n/a 1 07-06-00 particular application.Output here based on building code-accepted design Live Load Defl. U661 (0.267") 72.6% n/a 2 07-06-00 properties and analysis methods. Max Defl. 0.334" 33.4% n/a 1 07-06-00 Installation of Boise Cascade engineered Span/Depth 18.6 n/a n/a 0 00_00_00 wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installation. BO Wall/Plate 2-1/2"x 2-1/2" 500 Ibs n/a 47.1% Unspecified B1 Wall/Plate 2-1/2"x 2-1/2" 500 Ibs n/a 47.1% Unspecified AL JOIST®BC M BOARD-,BCIO, BOISE GLULAM rm,SIMPLE FRAMING Notes SYSTEMO,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. PLUS@,VERSA-RIM@, VERSA-STRANDO,VERSA-STUDO are Design meets User specified(U480)Live load deflection criteria. trademarks of Boise Cascade wood Design meets arbitrary(1-") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. AA Deflections Deflections less than 1/8"were ignored in the results.IA 0F11,� q CE ERIC'Jy, � dd D— 110 tt4 + o STRUCTUAA. No..38'62 y Page 1 of 1 j 1 T ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1R601 Dry 11 span I No cantilevers j 0/12 slope September 9,2016 11:37:25 BC CALC®Design Report Build 4516 File Name:/H Woollard_9 Coolidge_ Job Name: Staderman Description:,MASTER BEDROOM RIDGE^ Address: 9 Coolidge Street Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: 10 12 i BO 61 Total Horizontal Product Length=15-00-00 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 934/0 1,688/0 B1, 3-1/2" 934/0 1,688/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 15-00-00 15 30 07-06-00 Controls Summary Value %Allowable Duration Case Locatio6 Pos. Moment 9,239 ft-Ibs 37.8% 115% 4 07-06-00 End Shear 2,174 Ibs 23.9% 115% 4 01-03-06 Total Load Defl. U485 (0.36") 37.1% n/a 4 07-06-00 Live Load Defl. L/753(0.232") 31.9% n/a 5 07-06-00 Max Defl. 0.36" 36% n/a 4 07-06-00 Span/Depth 14.7 n/a n/a 0 00-00-00pFgs S,Q %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material rD � sn. r CED Rl Ibl Jvl, ts� BO Post 3-1/2"x 3-1/2" 2,622 Ibs n/a 28.5% Unspecified -t 61 Post 3-1/2"x 3-1/2" 2,622Ibs n/a 28.5% Unspecified a fT1u 011 I�+�t_ 0 P No. 1U962- Cautionsr Q " r For roof members with sloe 1/4 /12 or less final design must ensure that ondin instability ` 'to P ( ) 9 P 9 ty will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary (1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:TrussLok(tm) Page 1 of 2 ®Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1R1301 Dry 1 span No cantilevers j 0/12 slope September 9, 2016 11:37:25 BC CALC®Design Report Build 4516 File Name: ,H Woollard_9 Coolidge Job Name: Staderman Description: MASTER BEDROOM RIDGE Address: 9 Coolidge Street Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure o r—d —� Completeness and accuracy of input must be verified by anyone who would rely on a I I output as evidence of suitability for —• • • particular application.Output here based on building code-accepted design properties and analysis methods. • �—• ' Installation of Boise Cascade engineered wood products must be in accordance with -►� e .L- current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER@,AJS TM, ALLJOIST®,BC RIM BOARD-,BCI®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMT"' SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. r Boise Cascade / Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam117602 Dry 1 span No cantilevers j 0/12 slope September 9, 2016 11:37:06 BC CALL®Design Report Build 4516 File Name: H_Woollard-9 Coolidge Job Name: Staderman Description: BEAM UNDER OLD GABLE Address: 9 Coolidge Street Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: 22-00-00 BO B1i Total Horizontal Product Length=22-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 440/0 1,62310 B 1, 3-1/2 440/0 1.623/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft,,2) L 00-00-00 22-00-00 30 10 01-04-00 2 Unf. Lin. (lb/ft) L 00-00-00 22-00-00 120 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,877 ft-Ibs 37.5% 100% 1 11-00-00 End Shear 1,789 Ibs 19.2% 100% 1 01-05-08 Total Load Defl. U455 (0.568") 52.7% n/a 1 11-00-00 , ► ,- Live Load Defl. U999 (0.121") n/a n/a 2 11-00-00V{:olgs Max Defl. 0.568" 56.8% n/a 1 11-00-00 Span/Depth 18.5 n/a n/a 0 00-00-00 0 ER C ,1,9" CEDERHOi M %Allow %Allow 0 STRUCTURAL Bearing Supports Dim.(L x W) Value Support Member Material .0 'No-, :3E39G� � BO Post 3-1/2"x 3-1/2" 2,063 Ibs n/a 22.5% Unspecified �_` _, B1 Post 3-1/2"x 3-1/2" 2,063 Ibs n/a 22.5% Unspecified Notes *i Y Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L1360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:TrussLok(tm) Page 1 of 2 I j+T Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SID Floor Beam1F1302 \T/ Dry 11 span I No cantilevers 1 0/12 slope September 9, 2016 11:37:06 BC CALC®Design Report Build 4516 File Name: H Woollard 9 Coolidge Job Name: Staderman Description: BEAM UNDER OLD GABLE Address: 9 Coolidge Street Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b i- - L — d Completeness and accuracy of input must —I I be verified by anyone who would rely on a I output as evidence of suitability for r• • particular application.Output here based on building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with �I a current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" C= 10" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALC®,BC FRAMER@,AJSTM ALLJOISTO,BC RIM BOARD-,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMT"' SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM@),VERSA-LAM@),VERSA-RIM PLUS@),VERSA-RIM@), Member has no side loads. VERSA-STRANDO,VERSA-STUD@)are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. \ Nay Boise Cascade , Triple 173/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F603 Dry 11 span No cantilevers 1 0/12 slope September 9, 2016 11:37:12 BC CALCO Design Report ! build 4516 File Name: H Woollard9 Coolidge Job,Name:,.", Staderman Description:'UNDER NE_W CLOSET/SITTING Address: ' ` 9 Coolidge Street Specifier: film -- City, State,Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: L...!' c 7;—T 'Y_Y_ •' ?7=T -'C �e _3—T� 'v v. I.y .r`. �.-7'. ,► •'w 'o a i .:�. it vim- j�: - 12-60-00 r -t BO B1 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 80, 3-1/2" 2,339/0 944/0 B1, 3-1/2' 2,521 /0 1,104/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Conc. Pt. (Ibs) L 07-00-00 07-00-00 660 n/a 2 Unf. Area (Ib/ft^2) L 00-00-00 07-00-00 40 10 09-06-00 3 Unf.Area (Ib/ft^2) L 07-00-00 12-00-00 40 10 11-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,272 ft-Ibs 49.1% 100% 1 06-07-09 End Shear 3,013 Ibs 31.8% 100% 1 01-01-00 Total Load Defl. U431 (0.322") 55.7% n/a 1 06-00-14 Live Load Defl. U648 (0.214") 55.6%• n/a 2 06-00-14 ¢�tNF lifAss Max Defl. 0.322" 32.2% n/a 1 06-00-14w Span/Depth 14.6 n/a n/a 0 00-00-00 0 J. L-RiC ; GEi?r9.1t?0JI : 4 %Allow %Allow Q STRi]C1111A1' Bearing Supports Dim.(L x W) Value Support Member Material No. 38962 BO Wall/Plate 3-1/2"x 5-1/4" 3,283 Ibs n/a 23.8% Unspecified �^ ? 81 Wall/Plate 3-1/2"x 5-1/4" 3,625 Ibs n/a 26.3% Unspecified Notes _ -.r• -�yr�''�' - Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. . Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:TrussLok(tm) Page 1 of 2 a ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1303 i Dry 1 span No cantilevers 1 0/12 slope September 9, 2016 11:37:12 BC CALC®Design Report Build 4516 File Name: H Woollard_9 Coolidge Job Name: Staderman Description: UNDER NEW CLOSET/SITTING Address: 9 Coolidge Street Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure �! �b �+ d — Completeness and accuracy of input must t— be verified by anyone who would rely on a output as evidence of suitability for -- • • • particular application.Output here based on building code-accepted design —_ properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with _41 a i current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 2" c= 5-1/2" (800)232-0788 before installation. b minimum=4" d=24" e minimum = 1" BC CALC®,BC FRAMER®,AJST"' ALLJOIST®,BC RIM BOARD T-,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMT'" SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND®,VERSA-STUD®are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade wood Member has no side loads. Products L.L.C. Connectors are: FMTSL005 r ®Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor HeaderT1301 Dry 1 span No cantilevers 1 0/12 slope September 9, 2016 11:36:59 BC CALC®Design Report ; 14-00-00 OCS Build 4516 File Name: H,Woollard_9 Coolidge Job Name: Staderman Description: KITCHEN/DINNING ROOM Address: 9 Coolidge Street Specifier: ilm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: • ., .., it, 06'00-00 BO B1 Total Horizontal Product Length=06-00-00 Reaction Summary(Down I Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,260/0 442/0 B1, 3-1/2" 1,260/0 442/0 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area (lb/ft^2) L 00-00-00 06-00-00 30 10 14-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,178 ft-Ibs 26% 100% 1 03-00-00 End Shear 1,194lbs 24.8% 100% 1 00-10-12 Total Load Defl. U999 (0.054") n/a n/a 1 03-00-00 Live Load Defl. U999 (0.04") n/a n/a 2 03-00-00 Max Defl. 0.054" n/a n/a 1 03-00-00 "p}-� OFrda Span/Depth 9.2 n/a n/a 0 00-00-00 � ''' , mitt^_• J. CE[� Tt)�fJt.F.R m %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material o IgTFWCTURAL `+ EY BO Post 3-1/2"x 3-1/2" 1,702 Ibs n/a 18.5% Unspecified No Ali '2 B1 Post 3-1/2"x 3-1/2" 1,702 Ibs n/a 18.5% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry SeNice Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer:TrussLok(tm) 1 - Page 1 of 2 r1 Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor HeaderT1301 ��///// Dry 1 span No cantilevers 1 0/12 slope September 9, 2016 11:36:59 BC CALCO Design Report 14-00-00 OCS Build 4516 File Name: H Woollard_9 Coolidge Job Name: Staderman Description: KITCHEN/DINNING ROOM Address: 9 Coolidge Street Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Howard Woollard Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure ` b - r--d Completeness and accuracy of input must jbe verified by anyone who would rely on a I output as evidence of suitability for T • . . particular application.Output here based t c on building code-accepted design properties and analysis methods. • �—• • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 3-1/4" (800)232-0788 before installation. b minimum=4" d =24" e minimum= 1° BC CALCO,BC FRAMERO,AJS- ALLJOISTO,BC RIM BOARDTM,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMTM SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. I t CREScheck Software Version 4.5.0 �J( Compliance Certificate Project Stradterman Energy Code: 2012 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: AU-0w6 av'Lp%,'Designer/Contractor: 9 Coolidge St. N1a-i Woollard Builders LLC Cotuit, MA PO Box 1143 YY1 Arg LF VKA Barnstable, MA 02630 Compliance: 0.0%Better Than Code Maximum UA: 86 Your UA: 86 the%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies v . C. Ceiling 1: Cathedral Ceiling 324 38.0 0.0 0.027 9 Ceiling 2: Raised or Energy Truss 240 38.0 0.0 0.025 6 Wall 1:Wood Frame, 16"D.C. 702 21.0 0.0 0.057 36 Window 1:Vinyl Frame:Double Pane with Low-E 35 0.300 11 Window 2: Vinyl Frame:Double Pane with Low-E 8 0.290 2 Door 1: Glass 20 0.320 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 496 30.0 0.0 0.033 16 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other cal lations submitted with the permit application.The proposed building has been de ' ed to meet the 2012 IECC requirements in R S heck Version 4.5.00 and to comply h the mandat requir en listed in th ES heck Inspection Checklist. N Title Si at Date Project Title: Stradterman Report date: 09/09/16 Data filename: C:\Documents and Settings\Owner\My Documents\REScheck\Woollard.rck Pagel of 8 r REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PR111 ;energy code compliance for the ❑Not Observable G ;building envelope. ❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies ; 103.2, :documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3)1 ;lighting and mechanical systems. ❑Not Observable :Systems serving multiple ❑Not Applicable dwelling units must demonstrate :compliance with the IECC :Commercial Provisions. : 302.1, Heating and cooling equipment is; Heating: Heating: ;.[]Complies 403.6 sized per ACCA Manual S based : Btu/hr : Btu/hr 10Does Not j [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: ;❑Not Observable pj Manual J or other methods : Btu/hr Btu/hr approved by the code official. : ;❑Not Applicable : : Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stradterman Report date: 09/09/16 Data filename: CADocuments and Settings\Owner\My Documents\REScheck\Woollard.rck Page 2 of 8 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ;❑Complies (FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in, below ; grade. ;❑Not Observable ❑Not Applicable 403.8 ' Snow-and ice-melting system controls;❑Complies [FO12]2 . installed. ;❑Does Not J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stradterman Report date: 09/09/16 Data filename: C:\Documents and Settings\Owner\My Documents\REScheck\WooIla rd.rck Page 3 of 8 P Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not :table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ; ❑Not Applicable [FR2]1 " " 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not AD :with the NFRC test procedure or ❑Not Observable ;taken from the default table. IE]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 !installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not Q AAMA/WDMA/CSA101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable f 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not J and labeled to indicate:52.0 cfm [-]Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ,❑Complies [FR12]1 insulated to aR-8.All other ducts ❑Does Not in unconditioned spaces or R R- ;outside the building envelope are; :[-]Not Observable , 'insulated to>_R-6. ❑Not Applicable ; 403.2.2 'All joints and seams of air ducts, ❑Complies ; [FR13]1 air handlers,and filter boxes are ❑Does Not � sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. IE]Does Not (� ❑Not Observable 3 ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105 QF or chilled fluids :❑Does Not U below 55 QF are insulated to >_R- 3 ❑Not Observable " ❑Not Applicable " 403.3.1 Protection of insulation on HVAC ❑Complies ; [FR24]2 piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ,❑Complies [FR18]2 >_R-3. ;❑Does Not J ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not J intakes and exhausts. ❑Not Observable 1EINot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Stradterman Report date: 09/09/16 Data filename: C:\Documents and Settings\Owner\My Documents\REScheck\Woollard.rck Page 4 of 8 i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Stradterman Report date: 09/09/16 Data filename: C:\Documents and Settings\Owner\My Documents\REScheck\Woollard.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13)2 or the installed R-values - ❑Does Not J provided. ❑Not Observable ❑Not Applicable 402.1.1, ;,Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1)1 ❑ Steel ❑ Steel ;❑Not Observable ® ;❑Not Applicable ; ; 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 manufacturer's instructions,and ❑Does Not [IN2)1 in substantial contact with the underside of the subfloor. ❑Not Observable ; ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies :See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the ❑ Wood ;❑ Wood r❑Does Not ;table for values. 402.2.6 :wall insulation on the wall ❑ Mass +❑ Mass :[-]Not Observable [IN3)1 ;exterior,the exterior insulation ; requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4)1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13.1 Low Impact(Tier 3) Project Title: Stradterman Report date: 09/09/16 Data filename: C:\Documents and Settings\Owner\My Documents\REScheck\Wool lard.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood :❑Does Not table for values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel :[]Not Observable [FI1]1 ,❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [F12]1 :Blown insulation marked every 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ; extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R R ;❑Complies [FI3]1 :insulation>_R-value of the ;❑Does Not adjacent® assembly. ; :0Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 !ach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 402.4.2 Wood-burning fireplaces have ❑Complies [FI8]2 tight fitting flue dampers and ❑Does Not J outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F14]1 ;cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air :[-]Not Observable handler @ 25 Pa. For rough-in ; :tests,verification may need to ❑Not Applicable :occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ' []Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not J ❑Not Observable IE]Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not leJ ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not U accessible manual controls. ❑Not Observable IE]Not Applicable 403:5.1 JAII mechanical ventilation system ❑Complies ; [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Stradterman Report date: 09/09/16 Data filename: C:\Documents and Settings\Owner\My Documents\REScheck\Woollard.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions value Value Complies? Comments/Assumptions & Req.ID 403.9.1 lReadily accessible switch on ❑Complies ; [FI12]3 s heaters for swimming pools or ❑Does Not permanent in-ground spas. ❑Not Observable ❑Not Applicable 403.9.2 ;Timer switches on heaters and ❑Complies [FI19]3 1 pumps serving pools and ❑Does Not JJ permanent spas. ❑Not Observable ❑Not Applicable 403.9.3 ['[Heated pools and permanent ❑Complies [F120]3 ispas have a vapor retardant ❑Does Not ej cover. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies ; [FI6]1 'fixtures or 75%of permanent ❑Does Not :fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage :lighting. ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have ❑Complies ; [F123)3 no continuous pilot light. ❑Does Not ❑Not Observable 3 ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]z ❑Does Not (40- ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not J systems have been provided. ❑Not Observable IONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Stradterman Report date: 09/09/16 Data filename: C:\Documents and Settings\Owner\My Documents\REScheck\Woollard.rck Page 8 of 8 I 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Flactor SHGC Window 0.30 Door 0.32 Cooling:Heating& Heating System: Cooling System: Water Heater: Name: Date: Comments Town of Barnstable Regulatory Services Richard V. Scan,Director. &A Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.mans Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder tVIJQ Y\ , as Owner of the subject property hereby authorize �f�Git�S to act on my behalf in all matters relative to work authorized by this building permit application for. (Addy s 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. Signatur of Si a of Applicant Pu G�QPuNaive Print Name --� b Date-= Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable - Regulatory Services dF Richard V.Scali, Director Building Division Paul Roma,Building Commissioner h59. `.� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE E7 EMMON Please Print. DATE: JOB LOCATION: number y village "HOMEO�R�TER": � name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code .The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be;a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year 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.- Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State.Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a.building.permit is required . shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act . as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. I r 27r8 Cowtwww&d&of3&sYadinsd& Department ofrnd=UidAccidm 600 WashfiwiaA,SYrset Boston,MA 02111 • wrv�r.ma�gov��a Warkum' Coinpensaffim Insurance Affidavit BuRde7df aitr + �� ers AppEcant Inf6rnatku Please Print Nsme l�io�S 1�Jt�„ or,�t -et'le J Addres- !FL Are you an em Joger?(Meckthe appropriate ba= 'Type of project(regzbmd): L❑ I ant a employer with 4. ❑I am a general contmctas and I � ❑��o employees(fan anIbr part-timed* have hin dffm sulr os . per. � 1is doathZ attkW sheet 'I. 2. I am a sole etor orp ship and h2ve,no emplayees . These sdb-caaftwtc=have S_ Demolifiog wad-ng formaim any capacity. emplayem andhave wwkus' coup.insucance., 9- adtiifioa -1 5. ❑ We are a corporafitan and its 1Q Electrical repairs or ad�tioas 3.❑ I ama bomemmer doing all wodt officers have exercised their 11-❑FInn biagrepaim or adcfitions [No vroxk='oomF- per M(M 1?❑Roofrepaim in�r ajY c.M g1(4)6 andwelEweno employee%[•o ff■ 13-00ther coulp k=ance ] ;Any apgFr®2Oml d- bo=ffl—st also ffiwtthe sectioabgaa s3r�g tbeamaffm7e�mPe MdMPoy YfiffM�iaa t aameeoaraea:�dm=b &dos wig amst solm dt anew atUdAJ&mdicatm sacFi ZMnM rtnm Art dh Pr-Tr this t me nm St atta as additimral sheet sboxiag thence of the Xmd Sty vrheflm or=V=e eat�eshav� • esaplopees.Ifthebave�aF�,tT2egamstgxaside-tm�tt�'�P•Fri�� I am�a euipIo��er fltatisprvucdurg tanrkets'eot�ertsrdtan iieszararrce�or�emg�ay�e¢� Sel'ory is flreprrfiey ahrd jab�s . Iasm�ce company Name: Poficy¢m S If-ias.7i�- ;g: bpi iaaDate= Job Site diddre= CitylSwe/mp: Aftach a copy cdthe workers'compeusatioapolicy d,echwa4ion page(showing the poficp>muber and expiration date). Failze to sew coverage as required wilder Section 25A of MQ.r- 15'7 can lmd to Pie imposition of aimisra4 pt of a fine up to$L50U aQ ardor one-yearimprisonmerk as we$as civ7 peua19 a fire fb=of a STOP WORE ORDERaud a fine, of up to$250-E).Q a tap agaim t the violat=. Be advised oaf a copy of this statem�may be fkwarded is tlse Office of Iuvestig-, s of'the DJA for insurance coverage verfficalion- lido hersby carp&Wu1cr t#spains and yrgzuytbattkir&formatbaprovidgxfabomfs true and carrect Phone 'Yke --4 Q k�— Orkid use anfy: Do not wrote in t€as orea,trt be-omap&e+d by cite artotFa offidaL City or Taww Iwaing Aafiarity(tom one): L Board of Health 1 Duffding Dgmtncnt 3.CdyjTown cawk 4-Electrical kspectnr S.Phwb;ng bspecftr fa.Oche Contact Person: Photo 6 I t It t l I t 1 1 ! ! �.: naw�.._ . .:...: �..., 1 ru.. • .a u u . . ••.ne.R r.1... ...,:■w n■ —no i. . .uu .•- • ■ I/ // / •I .a■.■-. -1■ .■•a' n.l: •1:■ ■.�.R nl• w•rr.:1■•. r•1 •• :I■.1. .I •■/� -•J: �■1•t • •1 -••• ••• • on■I - �. n - • 1■ r1■n:! •i.�- .It• t■ n•.1■ a. - - .1 w i..l•:■•w • : •. i% �• i11..• ••�' •1 ■• - • :n 1■■ .1.. .-1 •.r.R■■n _w\•MY.a■•1. .1 •■■� J: ila.1 • i+nn •• .■: •+■■1■ ••i i.•• •�' it- .!•■i� • _ •• 1 ■•• ■•t - ■ • I■• ■• ■■.1 - ■■:.t nt i" .•.:1 ■■I i.I< :.t• •'.(• wY.- ■.a �■■ ■1 .. • r.t•_..1 • ■•- • -1 ..• ■•■ • :..■i) ••1. i+.■n .• ■iiR•D 7t .. ..:nm:1■.n r •1. r ■r•.n •1 •.tI •••.. •1. . . ■•- 1.■■ ■•aw- • ••1■ 1. •J •n■■ • ■11 .a■• .n.•I ti+1.1.1 to on .. 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J . :•�■ a .n •.Yn�, f r•n..■ w- •�+•.n ':• �� ail _ ■.n - •••.� •t MI. /_'■ .•Y nita ►�■� n •ism 1 .• _ •. r:1■ • a:•..n 1 .. •.1.. ►. w . •ii ut O r■an ►/ .• run.. i.a- n :••.. 1 ■ On • ■ -=+`i••:nu■ •'.. • a' a n.n. •.t n :■ •.nr. •1 •n r.••:� .nn. :u• ■.a . ••/ 1_ _n ■a i.au. go ■� \D n• ■•■ `. s• �i_I 1J Matsachusetts -Department of Public Safety, . Board of Building Regulations and Standards ' �..1/lull Ulllll 11 JianGI YI\III' , License: CS-040858 I) JAMS,D ft-1100's 5 MAIN.ST MASHPEE'MA Q64 � z' Expiration+ Commissioner �e�anvnz,�r�tuealC/z ooacLzc�eG�a '. Office of Consumer Affairs&BusC>� mess Regulation License or registration valid for individual use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: _> Registration:,, t02827 T T.• ype: Office of Consumer Affairs and Business Regulation Expiration::.:::?/3120;18 DBA 10 Park Plaza-Suite 5170 •• � �� r� Boston,MA 02116 FELLOWS BUILDING XHOME ItuIPROVEMENT !„? - James Fellows 5 Main Street 1 Mashpee,MA 02649 Undersecretary Not valid wit out signature e • N Notes 1. LOCUS: #9 COOLIDGE STREET MAP 35 PARCEL 37 C O O L l D G E STREET 2. OWNER: R 4604DWOLF CREEKLPARK AYMAN w E LOUISALLE, KY 40241 EDGE OF PAVEMENT 3. DEED REF: Bk:11535 Pg:74 N 89-16*00'E 165.00' 4. PLAN REF: Bk:315 Pg:28 a 5. LOCUS DOES NOT FALL WITHIN A FLOOD HAZARD 3 m DRIVEL MAP 3JFF h W RZONE ATE AS SHOWN ON FE0756-0O DATED PARCEL m 12,289t 4 APPROX. LEACHING 0.¢? 07/16/2014. 4 p PIT LOCATION y Q N �� 3 ~ S O 6. LOCUS DOES NOT FALL WITHIN THE NATURAL y '^ \ HERITAGE and ENDANGERED SPECIES PROGRAM TOOP ( li W W (NHESP) AREAS OF ESTIMATED HABITATS OF 5.67' i'`i n v RARE WILDLIFE and PRIORITY HABITATS OF RARE ¢29 COOLIDGE STREET OPOSED N LO o SPECIES. MAP 35 PARCEL 38 g`83�` y 1[9 APPROx. LOCAnON ti (p 7, PROPOSED ADDITION WILL NOT INCREASE THE 71 EX. 1,000 GALLON FENc EX. HOUSE "iPROPQSr`V1 SEPTIC TANK NUMBER OF BEDROOMS. 1,166E S.f. DDI0W 8. EXISTING SEPTIC TO REMAIN. ..... — 4L8 DECK ...........$8_f10 't `PROP26't—� `�1%26.0' PROPOSED SHOW79.3'BULKHEA '� 0 0 A ib STOCKADE FENCE 165.00' W 89 55 22"E •�HOP4t, MAP J5MAINPARCELT 41 Fla. s\ S9 o� S5 � ALAN M. O GRADY No.37732 �FCISTEi��O . R� SITE PLAN IN BARNSTABLE, MASSACHUSETTS PLAN SCALE ZONE: RF REQUIRED EiSlS.IltiG PROPOSED Pmpared fw. 0 4 6 12 16 20 30 40 60 LOT AREA: 43.560 s.f. 12,289t s.f. 12.289t s.f. BUZZARDS BAYO,NMA o2532 NANTUC FRONTAGE: 30, 75.53'/28.1' 7 41.8' 28.1 ' ROAD 19 OLD SOUTH ROAD RICHARD L. STADTERMAN - FRONT YARD: 15' 7s.10.4' f a1.10.4' T KET,MA 02554 #9 COOLIDGE STREET 1 inch = 20 feet SIDE/REAR YARD: 15' 10.4' 10.4' (tel) 508.833.0070 (tel) 508.325.0044 MAP 35 PARCEL 37 Dare: D,awa: caked: (fax)508.833.2282 W .brackeneng.com AUGUST 5, 2016 PCM/SAG ZLB D—;.a.\B...-bi.\D Wg,SV j\a 6.Wgi so-..,\B D..rtea.S,...,.d.a 11'-431C 10'-8" T-103/4" E DINING ROOM KITCHEN NOOK ----------- FAMILY ROOM :.'. ` .•: 21'-1 11? q 11'-11 1/4' -vvvv lV • - .. Hmmvvv � •. .1 LIVING ROOM a m CLO. LO. : t II ENTRY uP 7-1D 0, 2- 4' 8' 18, No. Description Date .. rimROOT'Plana CAPTAL CAD Stadremw Project number Project Number Al Date Issue Date O Cotuit House Renovation Drawn by Author °D Checked by Checker Scale 1/4"=1'-0" FL—eg-a4, ��s.f�,� 0 BATH r-s3ra• BEDROOM a BEDROOM 11'-43W r-03/4' 6-0 11'-83/4' 1r-0• CLO. a CLO. STUDY/ ti BEDROOM 0 DN MASTER CLO. O _ BEDROOM - - BATH 1r-711Y' S-1' 4'-811r m CLO. 0' 2' 4' 8' 16' v No. Desedptbn Date CAWAL CAD Stadmmw Second Boor Plan F.;. o Project number Project Number Date Issue Date m Cotuit House Renovation Drawn by Author Checked by Checker Scale 1/4'=1'-0• Cr> o , e tl, o ssk husetts 'heet M' etal Permit MaPL3 Parcel�� NOV 0 8 2016 Date: 1 loll/ N NS1 AW Permit � J� � Estimated Job Cost: $ o) 0, o O CI Permit Fee: $ Plans Submitted: YES v`� NO Plans Reviewed:. YES NO Business License# / � Applicant.License## 0? (j Business Information: Property Owner/Job Location Information: ac�� '� o Name: �o�j i �.g Name: � � E � Street: a 7 9 / �o iLGI �C� Street: q l> 6/i Q� 6 City/Town: 1� ��N�.5, f�0� oa(,c, I City/Town: C OY y Telephone:1,50 7 X -J O (5 3 Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES NO staff ini6i J-1/M-1-unrestricted license J-2/,M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family Condo/Townhbuses Other i Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. ✓ over 10,000 sq. fi. Number of Stories: �o Sheet metal work to be completed: New Work: Renovation: HVAC-L Metal Watershed Roofing Kitchen Exhaust System. Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 10 r N r� h N� a,11 2 1-4V A C 0 y-��S r INSURANCE COVERAGE: I have a current Iliabilft.16surancie policy or itsequivalentwhich meets therequirements.of M.G.L Ch.112 Yes D, ❑ If you have checked .qg;indicate theaype of:coverage by checking the.appropriate:box below: II A liability insurance pdticy. Other type.of indemnity ❑ Bond El OWNER'S INSURANCE WAIVER:I am aware that the.licensee does not have the insurance coverage,required by Chapter 112 of the Massachusetts General Laws,and that my signature on this.pennit application waives this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent i By checking this box(],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit Issued for this application will be i in compliance with.all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES: NO Prog,Ms Insl2ections Date Comments - i Final Inspection Date Comments Type of License: 3y [9 Master rite ❑Master-Restricted :ity/Pown ❑Joumeyperson Signature of Licensee �ermh# pJoumeyperson-Restricted License Number. =ee$ El . Check at www.massmovldol f nspector signature of Permit Approval ; Bowers, Edwin To: jimdfellows@gmail.com Subject: Permit/Application: B-16-2576 at 9 COOLIDGE STREET, COTUIT for Building - Addition/Alteration - Residential Hello Jim Please Note I will need a dust test on the new systems Thank you Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 i 1 i 2 The Commonwealth ofMassachttsetts Department of Industrial Accidents 1 " T- Office of Investigations �.t. ` T ' ,► 600 Washington Stre ..4 et Boston, MA 02111 .=�a✓"=' w►vmmass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Or(yanization/Individual): Robies Heating & Cooling Address: 279 Yarmouth Rd City/State/Zip: Hyannis Phone #: 508-775-3083 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 36 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 New construction 2. 1 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.+ 9• Building addition required.] 5. 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 workers' comp. right of exemption per IVIGL + c. 152 insurance required.] , §1(4),and we have no 12. Roof repairs employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box Miniust also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers"Comp,policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Atlantic Charter Insurance Group Policy #or Self-ins. Lic.#: WCA005554700 12/21/16 Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify antler the pains and penalties of perjttry that the information provided above is trite and correct. Signature �� / '� c C� /lw�s � � Date i Phone#: Official use only. Do not write in this area, to be completer/by city or town official' City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: AC�® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 12/18/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the 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 endorsements. PRODUCER CONTACT Rogers&Gray Ins.-Kingston Branch PHONE Fax 63 Smith Lane .508-746-3311N.I. 877-816-2156 Kingston MA 02364 E-MAIL mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Arbella Protection INSURED ROBIREF-01 INSURERB:Atlantic Charter Insurance Group Robie's Refrigeration, Inc. INSURER C 279 Yarmouth Road Hyannis MA 02601 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1397243135 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. ILCY EFF POLICY EXP TR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDID1YYYY MMIDD//YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y 8500061485 12/31/2015 12/31/2016 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �X OCCUR DAMAGE (RENTED PREMISESS Ea occurrence) $100,000 MED EXP(Any one person) $5,000 -PERSONAL BADVINJURY $1,000,000 M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000POLICY E]jRO a LOC PRODUCTS-COMP/OP AGG $2,000,000 $ A AUTOMOBILE LIABILITY Y Y 1020024673 12/31/2015 12/31/2016 Ea accident 'NGL'LIMIT $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED SCHEDX AUTOS BODILY BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ A X UMBRELLA LIAB N OCCUR 4600061489 12/31/2015 12/31/2016 EACH OCCURRENCE $3,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $3,000,000 DIED X I RETENTION$10,000 $ B WORKERS COMPENSATION WCA00554700 12/21/2015 12/21/2016 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? 7 N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Additional insured status for ongoing and completed operations, waiver of subrogation, primary and non-contributory coverage is automatic under the general liability when it is required by written contract or agreement. Additional insured status and waiver of subrogation coverage is automatic under the auto liability policy when it is required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF BARNSTABLE REGULATORY SERVICES ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DIVISION 200 MAIN STREET AgAQaIUD REPRESENTATIVE HYANNIS MA 02601 @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Stadterman , HVAC Load Calculations for Stadterman . 9 Coolidge Street Cotuit, Ma EPr R"VA -m-3 RasioSNrnAL w 41r ILU HVAG LOADS Prepared By: Robies Tuesday, October 25,2016 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. HYZvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Robies Heating and Cooling Stadterman nnnis, MA 02601-2096 Page 1 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Master Bedroom 252 3,494 46 2-5 542 2,441 488 112 148 #2 2 Master Bath#2 100 1,272 17 1-4 547 788 27 36 48 3 Bedroom 1 149 2,704 35 2-5 521 2,344 465 107 142 4 Bath 1 98 1,106 14 1-4 382 550 20 25 33 5 Office 115 2,127 28 1-6 473 1,534 444 70 93 6 Study _ 192 3,807 50 _ 2-5 500 2,25.0 5.07_ 10.3 13_6_ Duct Latent _ 90 Return Duct 1,014 __ _ 1,119 229 System 1 total_ 905 15,524 _ 189_ 11,026 2,270 452 600 System 1 Main Trunk Size: 9x14 in. Velocity: 686 ft./min Loss per 100 ft.: 0.095 in.wg Coolin �S stem Summa , Cooling Sensible/Latent ' , Sensible `;„ r Latent Total TonsSplit ., ,. r r , - Btuh .: ,, :; Btuh Btuh Net Required: 1.11 83%/ 17% 11,026 2,270 13,296 Actual: 1.50 75%/25% 13,500 4,500 18,000 i Equipment Data - _ Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SP5A040E 14--10* 24ABC618A*031 Indoor Model: CNPH*2417AL* Brand: CARRIER CARRIER AIR CONDITIONING Description: Natural Gas or Propane Furnace Efficiency: 96.5 AFUE 15 SEER Sound: 0 0 Capacity: 39,000 Btuh 18,000 Btuh Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 9168950 F:\Elite Program\Rhvac 9 Projects\Stadterman.rh9 Wednesday, October 26, 2016, 10:12 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Robies Heating and Cooling Stadterman Hyannis,MA 02601-2096 Page 2 System 2 Room Load Summary lCIg min Min un Room Area Sens Htg D ct D ct Sens' Lat Clg r Sys �1_No,Name_. SF Btuh _ _CFM Size _ _ Vel Btuh Btuh CFM, CFM ---Zone 1--- - 7 Family Room 216 6,242 81 3-6 499 6,442 792 294 294 8 Kitchen 241 2,640 34 2-6 464 3,988 1,061 182 182 9 Foyer/Powder 182 1,894 25 1-4 390 745 78 34 34 10 Dining Room 252 3,293 43 2-5 633 3,778 701 173 173 12 Pantry 78 716 9 1-4 140 267 27 12 12 Zone 1 subtotal 969 14,784 193 15,221 2,659 695 695 ---Zone 2--- 11 Sitting 70 1,021 13 1-4 517 988 237 45 45 13 Master Bath 143 1,850 24 1-4 425 812 59 37 37 14 Master Bedroom 225 6,478 85 3-5 562 5,037 606 230 230 15 Master Closets 135 1,484 19 1-4 252_ _ 482 66 22 22 'Zone 2 subtotal. 573 _10,833 141 _ _ 7,319 _968 _ 334_ _ 334 Duct Latent 200 Return Duct 379 0 294 System 2 total 1,542 25,996 334 _ 18,44_0_ 4,1_21 842 1,000 System 2 Main Trunk Size: 12x15 in. ^ Velocity: 800 ft./min Loss per 100 ft.: 0.099 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure + Excursion" method. ICooling - �;t'' �•y , _ _ n Cooling' Sensible/Latent Sensible `?�+:n LatentAr � ""�;,Total_ Tons -: Slit.... Btuh _ Net Required: 1.88 82%/ 18% 18,440 4,121 22,560 Actual: 2.32 75%/25% 20,850 6,950 27,800 Heatinq System Coolinq System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SP5A060E 14--12 24ABC630A*030 Indoor Model: CNPH*3617AL* Brand: CARRIER CARRIER AIR CONDITIONING Description: Natural Gas or Propane Furnace Efficiency: 95.5 AFUE 15 SEER Sound: 0 0 Capacity: 58,000 Btuh 27,800 Btuh Sensible Capacity: n/a 20,850 Btuh Latent Capacity: n/a 6,950 Btuh AHRI Reference No.: n/a 7883821 F:\Elite Program\Rhvac 9 Projects\Stadterman.rh9 Wednesday, October 26, 2016, 10:12 AM i I j I gs* , ,�e K.akp'r�yr�'�3• { COM.MON1NEAUTH OF,NiA3SACHUSETiTS> i fz ) ". a• Mfi%BOARDOF'gg �01,SHEET METiAL WORKERS r ' t r ISSUESeTHE�FOLLOWINGa CENSE�'AS�A�� ICE/DiSTERUNRERTA M 1+� OBICHAUD � P.O.OHNR 27MARBE�RD £ r --L } BARNSTABLE Mi4z02630 16U8 k .xz b vr4asit 'a�ti�t xxr ii w r k i 4"9 r�-t ��' S. '$.@4v �4. �` 5 �t'�, ' � aa�4 '� ' 3 �'r'S �F". �.tr "`+1 }w 7%"X,3T•sy^' J�v �' a a 4� r z r � : � �f28��'� � �,�08728/2401+7 ""� �•��1'S�S0'"" ( :COMMONWEAL`THO,F��MASSACH IISETTS , r , o tT `BOARD OF•� i k "jt 1 ,A�,r. C 9 .4^:s Qp� 1J�'•}� r3" zT RM' m iv, ;x "•t� .. �- ;i WORKERS ISSUES T,HE'%OLLOWIN,G LICENSE4 'may' pUjSINESSy�y��~.u�I T' JOHN 4WROBICH,A v r�q �?:,,is i F y+.a a,a�S x i+�1`r9't�,`w`6°tc�. `£ a T _ E. � 3 •.. Y ROgIES�REFRIGERA7T ON�INC 279�YARMOIITH'ROAD � >V s t :a iJ W a l y HY ANNIS,+MA0260�1 3 h3.aS � ��`� N�a,*�`,d ��S�� '�t �,�z�3"� P y„ $�xz��,s.,'k '•�v' R � } .4 WE J' ` t j i � Town of Barnstable. Ike lator3'...Services MASS � . Thomas F.Geiler,Director Buildi�n,g Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 wwvv.town.barnstabl&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 o6 e5 to act on my behalf in aU-matters relative to work authorized by this building permit c oo /, d'g ct 0(24o IJ (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted ignature of6wner Sign e of Ap Pant-Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOIS The Commonwealth,of Massachusetts Depat'ti►ierit oflnlustrial:�icczdents Office;of Investigation 600 Washington Street Bosto ;MA 02111 .k!Fj www.mass gov/dda ' Workers' Compensation Insuran.ce Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organizationandividt4:. Address: ' City/State/Zip: Phone.#: Are you an employer?Ch k the appropriate box: Type of project(required) 1.❑ I am a employer wit -4• ❑ I am a general contractor and I employees(full and/or part-� have hired the sub-sub-contractors act New construction . 2.❑ I am a'sole proprietor or partner- listed on lhe'attached sheet 7. ❑Remodeling ship and have no employees These sub-cofactors have 8. ❑Demolition : workingfor me in an ac employees and have workers' Y capacity. 9. ❑Building addition [No workers'comp.insurance comp:incur nce.t' required.] 5. ❑ e are a corporation and its 10.0 Electrical repairs or additions -3.❑ I am a.homeowner doing all work o ers have exercised their 11.❑Phrab*repairs or additions myself [No workers'comp. ri 'f exemption per MGL 12.❑Roof repairs insurance required]t c.152, 1(4),and we have no employ (No workers' 13.❑Other comp. ' required] *Any applicant that checks box#1 must also fill out the section below showing workers'corapmsation policy information t Homeowners who submit this affidavit indicating they are doing all work and hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the of the sub•cantractors and state whether or not those entities have employees. if the sub contractors have employees,they rot their worms' \W.policy number. lam an employer that is providing workers'compensation insurance for my employees, Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.# Expiration Date: Job Site Address: X/ Zip. Attach a copy of the workers'compensation policy declaration page'(showing the olicy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the osition of criminal penalties of a fine lip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form o STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a.copy-of this statement maybe f,Orwarded to the Office of Investigations of the DIA for inmrrance coverage verification. \ I do hereby certify under thepains•andpenalties ofperjury that the information provided ab is true and correct Si Date: Phone k Official use only. Do not write in this area,th be complet by city or town official City or Town: PermitUcense# •Issuing Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical.Inspector 5:Plumbing Inspector 6.Other Contact Person: Phone#: i • l Stadterman HVAC Load Calculations for Stadterman 9 Coolidge Street Cotuit, Ma I ITNEAVA r RIKS DSwnAL. HVAC LOADS t ! Prepared By: Robies Tuesday, October 25,2016 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. . Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Robies Heating and Cooling Stadterman Hyannis,MA 02601-2096 Page 1 System 9 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens' Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh' Btuh CFM CFM ---Zone 1--- 1 Master Bedroom 252 3,494 46 2-5 542 2,441 488 112 148 #2 2 Master Bath#2 100 1,272 17 1-4 547 788 27 36 48 3 Bedroom 1 149 2,704 35 2-5 521 2,344 465 107 142 4 Bath 1 98 1,106 14 1-4 382 550 20 25 33 5 Office 115 2,127 28 1-6 473 1,534 444 70 93 6 Study — 192 3,807 50 2-5 500 2,250 507 103 136 Duct Latent ----- ---- .— 90_..-- --- — _ Return Duct _ _ _ 1,014 1,119 229 _ System 1 total 905 15,524_— 189 11,026 2,270 _ 452 600 System 1 Main Trunk Size: 9x14 in. Velocity: 686 ft./min Loss per 100 ft.: 0.095 in.wg Cgolin S 'stem. prilmary Cooling Sensible/Latent --sensible;, Total Tons Split Btuh Net Required: �1.11 83%/ 17% 11,026 2,270 ,.,. 13,296 Actual: 1.50 75%/25% 13,500 4,500 18,000 Equipmerit Data - Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SP5A040E14--10* 24ABC618A*031 Indoor Model: CNPH*2417AL* Brand: CARRIER CARRIER AIR CONDITIONING Description: Natural Gas or Propane Furnace Efficiency: 96.5 AFUE 15 SEER Sound: 0 0 Capacity: 39,000 Btuh 18,000 Btuh Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 9168950 F:\Elite Program\Rhvac 9 Projects\Stadterman.rh9 Wednesday, October 26, 2016, 10:12 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Robies Heating and Cooling Stadterman Hyannis,MA 02601-2096 Pa e 2 System 2 Room, Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 7 Family Room 216 6,242 81 3-6 499 6,442 792 294 294 8 Kitchen 241 2,640 34 2-6 464 3,988 1,061 182 182 9 Foyer/Powder 182 1,894 25 1-4 390 745 78 34 34 10 Dining Room 252 3,293 43 2-5 633 3,778 701 173 173 12 Pantry 78 716 9 1-4 140 267 27 12 12 Zone 1 subtotal 969 14,784 193 15,221 2,659 695 695 ---Zone 2--- 11 Sitting 70 1,021 13 1-4 517 988 237 45 45 13 Master Bath 143 1,850 24 1-4 425 812 59 37 37 14 Master Bedroom 225 6,478 85 3-5 562 5,037 606 230 230 15 Master Closets 135 1,484 19 1-4 252 _ 482 66 22 22 Zone 2 subtotal 573 _10,833 141 _ _ 7,319 968 334 334 Duct Latent 200 Return Duct 379 0 294 System 2 total 1,542 25,996 334 18,440 4,121 842 1,000 System 2 Main Trunk Size: 12x15 in. Velocity: 800 ft./min Loss per 100 ft.: 0.099 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure + Excursion" method. - Cooling Sensible/Latent Sensible s` ;1 Latent �•, .� 5, Total Tons.. Slit „_ , Btuh BtuhBtuh Net Required: 1.88 82%/ 18% 18,440 4,121 22,560 Actual: 2.32 75%/25% 20,850 6,950 27,800 - - - E uipment Data - Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: 59SP5A060E 14--12 24ABC630A*030 Indoor Model: CNPH*3617AL* Brand: CARRIER CARRIER AIR CONDITIONING Description: Natural Gas or Propane Furnace Efficiency: 95.5 AFUE 15 SEER Sound: 0 0 Capacity: 58,000 Btuh 27,800 Btuh Sensible Capacity: n/a 20,850 Btuh Latent Capacity: n/a 6,950 Btuh AHRI Reference No.: n/a 7883821 F:\Elite Program\Rhvac 9 Projects\Stadterman.rh9 Wednesday, October 26, 2016, 10:12 AM TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION c _ Mai �s0 Parcel 0 3' 7 Permit# —n � Yy Health Division Date'luued �— Conservation Division D� Fee 0 . Tax Collector Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Village L7:u I Owner Rlc < _57A:p_,_C_g_m�4//I� Address ��J0,WV4 4?. ,��1917' AJ Cr Telephone 0 3 4a� 0 61t-4 06�9`3 Permit Request &—a—_14cc, U)124 dNC_ OF %/fG �G vr}7r�ic/ 0-*1U& RQ T XE 5i155-Ma/T M�3`TG��r.C�'� �✓�7 �� Iyc—kJ �� 5 fly /ycflc�a �l/Zs 6-It", 3.26 �, Square feet: 1 floor: existing proposed 2nd floor: existing proposed Total new Valuation cro Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathbred: O Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure 30 Historic House: ❑Yes C9 On Old King's Highway: ❑Yes tK Basement Type: ❑ Full ❑Crawl O 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: O Gas ❑Oil . ❑ Electric ❑Other Central Air: ❑Yes O No Fireplaces: Existing New Existing wood/coal stove: Cl Yes ❑ No Detached garage:0 existing 0 new size Pool: 0 existing ❑new size Barn:0 existing 0 new size Attached garage:0 existing ❑new size Shed:O existing 0 new size Other:�c<S6K Cc 5_VAJG Z Zoning Board of Appeals Authorization 0 Appeal# Recorded❑ Commercial ❑Yes 2 o If yes, site plan review# Current Use Proposed Use 9�—QRGE BUILDER INFORMATION Name FYI ��7/C�GO Telephone Number cSD6 496 0C976 �22C� �iZ.�:Yf'JZ.5 Nth /2� C'��4�g Address License# /�I//� DoZ�, � Home Improvement Contractor# 116606 Worker's Compensation# 6 5160B,805 X 7dy_19—O 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 9,4R-w 57,,,f-13(_c /iz,-vi5FLf_ S/1 i v SIGNATURE DATE 3 °%2 ' O02 FOR OFFICIAL USE ONLY t PERMff NO. s DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER I 9 DATE OF INSPECTION: r FOUNDATION ��I�lOZ �STE FRAME INSULATION FIREPLACE 1 ELECTRICAL: ROUGH FINAL k PLUMBING: ROUGH FINAL ; GAS: ROUGH FINAL FINAL BUILDING. DATE`CLOSED OUT ASSOCIATION PLAN NO. a RESIDENTIAL: SHEDS - POOLS -DECKS-OPEN PORCHES- GAZEBOS DETACHED GARAGES FEE VALUE WORKSHEET ACCESSORY STRUCTURES >120 sq.ft.(Sheds,detached garages,gazebos,etc.) >120 sf-500 sf $35.00 $ >500 sf-750 sf 50.00 $ >750 sf- 1000 sf 75.00 $ >1000 sf- 1500 sf -100.00 $ >1500 sf—USE NEW BUILDING PERMIT APPLICATION DECKS ; x$30.00 (Number) PORCHES x$30.00= $ (Number) IN GROUND SWIMMING POOL $60.00 $ ABOVE GROUND SWIMMING POOL $25.00 $ RELOCATION/MOVING $150.00 $ (Plus above fee if applicable) PERMIT FEE $ Q:forms:dl:cost eff:082301 1 fine rp�� The Town. of Barnstable "%M `erg Regulatory Services Es6 A. Thomas F. Geiler, Director Building Division. Peter F. Dfflatteo,Building Commissioner 367 Main Street.Hyannis MA 02601 . Ffice: 508-862-4038. Fax: 508-790-6230 Permit no. • . Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction.alterations,renovation,repair.modernization.conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors:with certain exceptions,along with other requirements.. Type of Work: /ZL-� A C(� DEC A< -Estimated Cost Address of Work: Owner's Name• Date of Application: 0 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit- Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED. CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of a owner. . Date Co6tractor Name Registration No. OR Date Owner's Name q 10 nns:A ffi diw re v-070601 The Commonwealth of Massachusetts Department of Industrial Accidents •• � '. Ofllce o!ladestlaatloos . • .�. . 600.Washington Sheet Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name* location: 0. city y! i phone# ❑ I am a homeowner performing all work myself .. 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Iw 11 • .I••1►• 1 • UI..•1 • • 1/ •1 1.. • //a . .4 • w1.wUw 1 ._�.1 /1✓. 1 :. • / .•� • •.:1• .11 • . • U .11 • 11 • • •U .• • •r r•••�1 ..• •I. 1 . 1 • • • • ... • • w .•• • •1•.IH .• Y. • • •11 ..1 . Y.►' 11 IN •�1 1 1 11 11 1 1 1 • 1 1 ' 1 •11 ' 1 1 Or. . ' . 1 1 1 ` 1 1 • . 1 1 1 1 1 loll ' • ' ll 11 1 ' 1 f BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR ram_. Number4.C\ 066058 �'� Expires 1O/r27! 003 Tr.no: 6633 Rest{ricte_d;00 GEORGE D SUOKKO 253 THE GREAT BEDFORD, MA O173OMr='' '�' ` Administrator I � melee Pa�xmiaruUea,�p�ay�✓�aaaac/uueda r HONE IMPROVEMENT CONTRACTOR Registration: 116605 Expiration: 6/29/0-2 Type: OBA j FINNISH NOODNORKS GEORGE SUOKKO . I ADMINISTRATOR 253 GREAT RD h BWORD NA 01730 rJ' or g G ?b z \ , At �J`' LA LA N ti c a NJ- ILAIt 4 tA >N IK �. kA I . C B. CO OLI.DGE S5-TPEET FND N8978'00"E 165.00' w 32 ASS LOT W �,. o __ �o= ASS LOT 37 o — 32 3' 80+ —-� C.B. Sc39 5 22"16' 165. 00' _ AWD. j ASS. LOT 41 NOTE. PRE—EXISTING NONCONFORMING. jw. ZONE.• "RF" Tbc9 MORTGAGE INSPECTION Alan is For , _ _ sa FLoO� ZJaVE 'c DATE. REF: 7� — GISTRY WNER 2AN—L �� ! N.EREBY CERTIFY TO BtL P REF: �1 a A t•— 3 `FT. THAT THE BUILDING it of SHOWN ON Tm. PLAN IS LOCATED ON THE GROUND qS � , . YANKEE SURVEY SHOW?t AND THAT ITS POSMO1! DOES CONFORM PAUL CONSULTANTS �'I THE ZONING LAW SETBACK REQUIREUENTS OF.THE A• 1`. `; AWN OF T�$L -----AND THAT �Et�"Ew � ' ' 40B INDUSTRY ROAD IT DOES_+_,LIE WITMN THE 3PECIAL FLOOD HAZARD No. 32OW uARSTONS gaa, MA. 02648 AREA AS SHOWN CN THE H.U.D. MAP DATED_�,/� �'�fc�srrR��v, TEL• 428-0055 5 0018 D � 'Ativ l FAX- 420-5553 A ------ .1"S P Y N E FROK AN WSIMUMEN-T SL'tmy NOT TO BE USED EQR FENCES E^C. 15755 EJS TOTAL P.01 I / �,� � ! Engineering Dept. Ord floor) Map Parcel deLPermit# House# = Date Issued 16 ' l� Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Fee f.�S , Conservation Office(4th floor)(8:30- 9:30/1:00;2:00) Planning Dept. (1st floor/School Admin. Bldg.) efini 've Plan Approved by Planning Board 19 BARNSTABLE. ' MASS TOWN OF, BARNSTABLE 'f9.�� Building Permit Application Project Street Address Village Owner Llr-� �� lGp Address Telephone 'j o p-- of l- 35 1 Permit Request I ' First Floor square feet --Second Floor square feet Construction Type Estimated Project Cost $ dh Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family 2/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 No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name I '.1 Ge�'e Telephone Number ys Address 3 16L,7&-A License# / / & 0 G X,d- • V Home Improvement Contractor# Da 0 6 `� Worker's Compensation# W C - d I� NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE , DATE l-31 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY r PERMIT NO. DATE ISSUED_ MAP/-PARCEL NO. _ ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME I INSULATION ` FIREPLACE a - ELECTRICAL: ROUGH FINAL _ PLUMBING: ROUGH., FINAL GAS: ROUGH FINAL ' .FINAL BUILDING , •DATE CLOSED OUT , rASSOCIATION PLAN NO. The Conuttonwealtlt of!Ifassachusetts •«:i __. .� Departmetit of Industrial Accidents A t � l t i ;:� ofnceofinF-stfffnfaos .�� ii4i. -y';� 6(10 11 asidtigtoir Street Boston.Alas. O2111 Workers' Compensation Insurance Affidavit `• Altnitcznt Information• •• � � Please iNT�leribjy �, • nam locition• 3-7 b/e1•�1/L- PATC'/-t ,,// 61%, 0 5TL 4 /I (rL. � �� . D� C��`� ahone>Y 1 am a homeowner performing, alf work myself. I am a sole proprietor and have no one working, in any capacity y _ .,a.:..,.,......ww--•••-•-r-:s•--'�LS7��.7AK.-T-n..IV4� "7- .-r*xOT--�^�-__._..:.: .._.. .. •,•..I�..!wr-.rr.�--.-.,�.t.e-.-- ^e— - I am an employer providing,workers' compensation for my employees working on this job. comrinv name, -- address: city phone#• insurance co -poliev# I am a sole proprietor. general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comp�m• n•tmc• — address: - city- phone#• insurance co nolicv# ,• .. .. - - _.. Km.:._ -nwn-='�."r..:�'ra-�'�f"apT:_=� ----ser+-.-a��.yTJ.t•J�w�o�:sl�:_r:+...•�a.:r-�a.�r��•:^�::'�""'---t- comnam•name: address- cit. phone-#: insurance co nolicv# - .Attach addititiital shcit if necessary i' : v^;1"wJCtse�ei r.al..�ti ••. ...�..y.�";:�m..:�r.•�• _._ ��'i�A�' -•- :.. :• .may._.. .._�..r�xr..a Failure to secure cnverape as required under Section 25A of hlGL 152 can lead to the imposition of criminal penalties of a fine up to 51.500.00 andiur unc years'imprisonment as well as civil penalties in the form of a STOP AVORK ORDER and a fine of 5100.00 a day against me. I understand that n cop)-of this statement may be forwarded to the OMce of Investigations of the DIA for coverage verification. ' 1 do herebt•cetrij•rrndcr the pains and penalties of perjure'that the information provided above is true and correct. ate ' 31- /q � Sienature Q / Print name /`- 1 1q- / /Phone# c aD- y� 'oflicial usconli. do not write in this area to be completed by city or town oftcial city or town: permitAicense q Mudding Department C3Ucensing Board (]check if immediate response is required C3Seleetmen's Office E3I1calth Department contact person: phone r9Uther Z` uerwsed 3;0}PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all emplovers to provide workers` cnnili rnsatlon for the employees. As quoted from the "law", an enrplmree is defined as every person in the service of another under any contract of hire, express or implied. oral or written. An entplt trer is defined as an individual. partnership, association. corporation or other legal entity. or any two or rnor the foregoing engaged in a joint enterprise. and including the legal representatives of a deceased emplover, or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However tii owner of a dwelling_ house having not more than three apartments and who resides therein, or the occupant of the d�vcllin`; house of another who employs persons to do maintenance , construction or repair work on such dwelling lic or on the arounds or building appurtenant thereto shall not because of such employment be deemed to be an employe MGL chapter 152 section 25 also states that every state or local licensing Agenc,% shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any :applicant mvho has not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter ' been presented to the contracting authority. 07 Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents'for confirmation of insurance coyera=e. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should your have any questions regarding the "law'or if you are require: to obtain a workers* compensation policy, please call the Department at the number listed below. _.__.. City or•roivns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom o the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Pie: be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have an} question: please do not hesitate to give us a call. - The Department's address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents ' Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 nhnnr -E- (617) 727-4900 ext- 406. 409 or 375 V 1� The Town of Barnstable : tal Services Department of Health Safety and Environmen zee¢ .m P Building Division 367 Main Street+Hyannis MA 02601 Ralph CrOssen Building Commissione- office: 508-790-6227 Fax: 508-790-6230 For office use only Permit no-_ Date AFFIDAVIT HOME MVROVEMENT CONTRACTOR LAW S-UpPLEMENT TO PERMIT APPLICATION that the "reconstruction, alterations,.renovation, repair, modernization, MGL c. 142A requiresre- existing conversion, improvement, removal, demolition, or construction of an addition to any units or to owner occupied building containing at least one but not more than egi four contractors, with structures which are adjacent to such residence r building be done by registered certain exceptions,along with other requirements* �- ego Est.Cos# Type of Work: � r- Address of O L� 1' Ci2 ST C' d ( U V /C-T a e- �R x-A Owner's Name 9 3,' ` Date of Permit Application• ; I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWN PERMIT OR DEALING WITH UNREGISTERED G OWNERS PUI'I'IlVG � HOME MWROVEMENT WORK DO NOT HAVE CONTRACTORS FOR APPLICABLE FUND UNDER MGL c. 14ZA i ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY , SIGNED UNDER PENALTIES OF PERJY I hereby apply for a permit as the agent of the owner: O / Registration No. Contractor Name Date OR. Owner's Name flare r�— n application. - , a i ``, to the mailing address on the ` t .0 Lost Card ❑Other eMid I. (� �i4e Ps�neottceald o�..�/aooacvfaaeQ2 HOME IMPROVEMENT CONTRACTOR Registration 116064 Type DBA Expiration 05/15/98 + TYNDALL ROOFING ROSERT F. TYNDALL �`O1"`O ►' IAR PATCH RD ZIP j ADMINISTRATOR OSTERVILLE MA'02655 „a. ' 4 A 1 I M 1 •• it I Cotuit House Renovation s MIT DRAWINGS eq °F 9 COOLIDGE ST RNsr TFCT COTUIT, MA Nd Bpys/G�9FOFp N�oFpj �/�F F ��sq9 9FNT ogTF Op��oFp9A OqT l ' 1 , • 4 4 FR- 1 E • s.4 fl 1 1-e _� ti. � _ I I i .� � � I R•ir,Y �� x i FELLOWS BUILDING i & HOME IMPROVEMENT � II 1 I i I i i i 1 f <q- 3p1 1 CAPITAL CAD I J y = x F 138SHOR STREET ^ - _ - - - - - - - - r t ! ROOF_ :. _ FALMOUT A .. _.. .. iii i C I - I t........1 µ r -�. �..' �,f r'•.r7• I _ ,,,, •� I••' _-*--__--*�1;'t-t�!r-.---ti-- - ii--�if - ^�---� I �,'�_ I ,f --� t .4..y , F. ,•�- , t.: -------� - w�( it��u �►._______�i � f j i_ ._ -• - - - - - _- 8 111/4.S :I 1 1 :.1 : n 1. .'. ... r.�l 11•.:.. 11 :.. .. �-_-r-....—__�lr .- '-LJ+- ..l l 1 r•,: 2ND FLOOR SUBFLR pm —:-'�+�l.. 1—"--'{'�-�--1— �l.t — _ -j-••-�:.._.t1�..-i � 1 I �•l.�.i -4'-`Y" .J,t .��._.11 1ST FLOOR SUBFLR _,L t� FOUND I - p fI 1 i _ 1 ( ( (,-,)_NORTH ELEVATION-PROPOSED I� - _No._ -- Desc tion 7l Date_ •r- - .t�..;i: r G. a r} _ _r r t—.c..r x —'x'�F J t'.? •+ — — 0 3/4 17 ROOF 'I �,. � - - -.- I. �•• � i'� � .4�� JI M ^'t r I�,t-, I �-. r ..7�• 'a 4�., �-�n-r'�~ —_ t . - - - �...wv+.-vn.c.::A UB_FLR - -t "' r 2ND FLOOR ' � St dt - i a erman EM Cotuit House y� *� —1ST FLOOR SUBFLR _ RenOVatlOn J.� .�' ..1•'f'r�'>`'�t>'-"�-:. .. _ -. .!ti ,J� _. .-Pr - L_ , t! ani�a_-. -_ ,�;-u ---�1--- 0-0• ' PROPOSED NORTH -'-`-`" - - - --- - - -- FOUNDATION. — -- - - - -- -- .1.-0" & SOUTH ELEVS { Project number Project Number Date 8/26/16 Drawn by Author Checked by Checker a C'OUTH EOLEVATION-PROPOSED A20^ a State L 1/4"=1'0"- S �I I I i CAPITAL CAD _ROOF 138 SHORE STREET 17'-0 3/4" I I1 FALMOUTH, MA 5 I 1 t I 11 1•• -y I__-�- _ t r' 11 Mt 1 Ut 1111 II1. �i!'II 1 4 l 2ND FLOOR SUBFLR 1 `JL fir L` 1 1. 1ST FLOOR SUBFLR 1 0. I � 111 %I2r ELEVATION-PROPOSED--- 1 ,/4 =,'0" I 1 I No. I Description i_Date I t - -- 5�� \ J„ T` — — — — — —_ROOF -- .I 17'-0 3/4" ' -- _ -•1"`_%/\ �1 I - I �1 III I Ili i i-_. � �� '__^ II`i' I` \ III I \\• ` �� _� !I :___„'f. I_L,jy„'\I 1 1\•1` III 1 I I .�...-.' 1TI 11 I I 1 I °I 2ND FLOOR SUBFLR j 8'-11 1/4"~ I I 11 j I,• I I �J1� II ? 1'11111 Stadterman +-JyILL � I 1ST FLOOR SUBFLR ti Cotuit House FOUNDATIONS Renovation 1�1+1-1-1��11 u- u�n u I u Ir I�I� 11-.n 1--I I 11- -tl r�IG I I II a Ildu n-Ic 0•• aJnau I �I F31I �11=I I E I�11za EIII II _ I Ff �iJ1=I111=i1='i'I�I�u � i'?I I u—J 11�—II�II I 1—�'u'=llEllr=•1r�-a�u—lu tl=1u — n—II I II It=nF I IJII I, I 1 II_fl=� II_ ,fir+ i__�i`', I—t la III�IIJ —IIT I�I�I11=11BII=1� �1, IF— I I Ir �I� rlr=' IIl � r iTllltl� Izaa7—u �inr��=1��T PROPOSED EAST & �a re -r 111,411 n null m� 91E WEST ELEVATIONS — � I -1 FI 11�1=1 �� I f 1 DTI-- I IE I III' y,�'��1-1 11 11 II_If 11 If 1i_I I 1 ��1 11_111 II IL—III— I—I Ila Project number Project Number I tJT-7 1191�1j. 11�� —u—a_.•—._ - �L I-1— I •I- ` , ` I I' I I I IE 1 Ii�l .y�, y��Iaf ' Ij- . I li I IJI' II (I I I—I —I 11� Date 8/26/16 i {Jil I II 1{ 1I E3Ti�II�E=i1_-I I_. r,_;1=11t�ITF!I I_I r�li�IER I—I_ IEIILII IC-11-i1 L—II I I L=11E Drown by CRM I ,WE ELEVATION-PROPOSED_ Checked by Checker `a 114 A200 Scale 1/4"=1'-0'. a; i CAPITAL CAD 138 SHORE STREET i FALMOUTH, MA 1 i PROPOSED ADDITION EXISTING BUILDING Z-P 4'.r i NEW STAIR AND BULKHEAD ABOVE 4 AJOI 7(I'HOPPER WINDOW. TYP. ' I No. , Description Date 1 FOOTWG BELOW:SEE LAIl11. — — —.—,:�—• _ _ _ _ i i 6 POURED CONCRETE ----REMOVE EXISTING BULKHEAD ! i FOUNDATION WALLS.TYP — j .CRAWL SPACE I iBEAM POCKET. 70'DEEP 6'WIDE 1 f: Stadterman .........-.....__........ _-...__.._-... .....__..............._.....__... Cotuit House _:.__.........................._........-.:::........._.........._. ......__........:_:_.........-_........................_......................................_._..._...................._................._..-....__-..-.. Renovation � FOUNDATION PLAN Project number Project Number Date 8/26/16 Drawn by Author Checked by Checker a _ A100 Scale 1/4"=1'-O" l : r o I BATH i c I T.5 Y4 BEDROOM PO OFFICE N' s WDERRM J n••23W z-ova•:: s-o lrt��"c,333333,' j It'•6 Y4- K' I - It I CLO. STUDY/ i`---'� VBEDROOM ----- --- i CAPITAL CAD ::::__......... :::::.::.-_: :_:::::::.:::::::::::.:-:::_:: ; ---....._._....._._....._.._\.. .. / .__..._ ._.......__.__.__....I l 138 SHORE STREET I FALMOUTH, MA ! : I - i ;I_.._._._._._....__ MASTER ` CLO. BEDROOM BATH —_—EGRESS WINDOW r -'� •/''i: - -- iG. ,i ' I _......-._....._._...-_.._........ I_ -PROPOSED i CLO :':::::....:.:--::.. —�JI :...:...................._.._ ...! ....._......._._...._....._ _ .. ..,,i.::�.._i I--.._..................I 2 1 4CONDCFLO I OR PLAN I j I a-01 New PORCH 2d'-O' '001 ADDI'0114- 32'-0' EX15riNG HOU5C 12'-6'EX15TIPIG MOUSE S-s'PICw 5HOWEP. 4•.8'BEw Bluff 3•.3• 3•.4• 2'-I I' 3'-4' 13'-2' 2'-O' _ 3'-la 3'-d' la 1' 1,11' 7 3/ 3'-0 314' I I I a 1 A �A� 01 ;.� 0 i B LKHEAD, F II I I iz J C; I EXIST.WOOD DECK Ii=I —--- - b OW __ _'�-`-�-'—• NEW PASS TNRU ❑ ® ❑ — I --- 'O7 — WINDOW W/10' O 1 y-�R � PANTRY �1OCID SHELF 1 �' T} ( ...3 �1 � No. I DescriptionI Date qIT'X 9'-T' 1 i 1 ON 2R DIAW 17 z 19AM REMOVE SLIDER AND O O i ; ILAL 3 4 3 4 INSTALL NEW I TO'��XT-T' 1i DEAL 42' WINDOWS ---`_-- ------ I — UN REPLACE SLIDERWI -- i VYID t ,t DRW EHI REF `v0�� NEW EWIDE SLDER ON 4 wT N 1R REMOVE B LALlND HQLI_ —DOUBLE U1'4'A'r-IN'HEADER. FlFREPLPlACERICK M0.S7ER 18-7'X 13'-0 T NEW COVERED T— SEE SPEC MEPL THWINEW " f o PORCH _ S•�' 3'-0'X 2'-q' 1 '-'X 1'1T �` -- NEARrH w/NEw FL LEVEL HEARTH PH�R O MING — 1 I 1 �I I ��_�1 I• i _ INSTALL GAS REMOVE MASONRY W CHIMNEY8 GA ---- .�y W SERT FP BOX-OUT FORR GAS FP I ^I.O' b 4 DRESSER ! DIMNG /105 ENTRY WIBIRCSi,VENT — I _ DN 2R i Pjacs I O Ib'-0'X 13-T' POWDER LL ELJ� �i= Q I SITTING r-s"xs-la A FAMLYROOM El 6%18X 7-0' T�"X9'-T' —FULL HEIGHT O I BUILT-IN DINNG 7ABfE , e00KSHELVES 1 1 1221r45'W —REPLACE BAY W/ O i 'i / NEW MY WINDOW NEW COVERED ;ac I W/SEAT PORCH q,p•xg-0' I � - t Stadterman NEwwtNoOty _ IO_ SFAi —S•DIA.COL W/BASE N W BRLCI W LK \ 74'X4+' /� urvP ANDCAPIrt .1 0, E T ELLI Wrl4 `--yP b 'O DNi2R �o Q WIT V WET � Cotuit House I , J Renovation PROPOSED PLANS d'-0 3/4' d'-0 3W' d'-0 3/a' ——NEw 4•PEr4r ROOF FRONT PORCH Project number Project Number Ia.0- NEWPOP,Cn 3'-3' 9'-T 2'-d' 6'-1a 3-a z-d' -s a< a-4 5•-13' s-a 6'-s' Date 8/26/16 0—by -- Author Checked by _ Checker If 10.0. NEW PORCH 28•-0• NtW ADDl ION 32'-0' EY.15"nIG HOU5C 12%G4 EXI5TING HOU5E 2S-s' nEw POP,Cn �;�FIRST FLOOR PLAN-PROPOSED _ Al \,!P 1/4"=1'-O" Scale 1/4"=1'-0" ' r • MR.SEE SPECIFICATION FOR STRUCTURAL FRAMING SIZING I ' RIDGE VENT.TYP n h12 RIDGE BEAM 1 he COLLAR TIE®16D.G. CAPITAL CAD EITHER SIDE OF RAFTER 138 SHORE STREET ,: 17 oOOF S FALMOUTH, MA •,.�� %i I --_- —INSULATION BAFFLES % I ' :1•/�• -___ ��-�—I' I j i —2%6 WIND WASH t I SIMPSON H2.EACH RAFTER I 2ND FLOOR SUBFLR ti 8'-11 1/4" - 6................" K.38 B FACED TION R78 BATE INSUTA I I! .: --h6 STUDS @,6'G.G. I12'COX PLYWOOD SHEATHING 1I _ R•21 BATT INSULATION WI VAPOR BARRIER I � I 1 ST FLOOR SUBFLR FOUNDATION ti i I78L�oARo ALL CEILINGS ' � I VENTING—%�' (212.6 TOP PLATES.TYP. ,SECTION THROUGH ADDITION ! I I! ' MASTER I BEDROOM /-�• ,/"...;�ti - No. Description -- Date 1 I/ZBLUEBOARD WI PLASTER SKIM COAT 17 GOOF 1 --------- --- ;r TYP.ROOF ASSEMBLY: _ -- \+ 2XI(IRAFTER5�16'OC I — � i r I y, h6 PRESSURE-TREATED �t _.— R-88 SPRAY FOAM INSULATION I I(�' t I i 1 SILL PLATE >Sb FCEDIT OR 2X8 CEILING JOISTS SW PLYWOOD SHEATHING IL s \\.` —OECKROOF: _-- •-95'A15140@tb'O.C.TYP. ARCM,ASPHALT ROOF SHINGLES (HURRICANE NAILED) "� —_- i I 1`••', s/ 1 I I 1ST FLOOR SUBFLR f 0 -0' z zI _FOUNDATION A30t Ti•� ;`'' -a --- ! _ _ i L. 2ND FLOOR SUBFLR 1 -� —'�-1?ANCHOR BOLT]'INTO LONG. — —�— — — _ —�\-- — 8' 111/4" ----.— I -- a - 4'O.C.MAX I�_ I - �• J� (2)SILL BOLTS IZ-OF EACH END - __ ♦ I _—.--i NEW WALL ASSEMBLY: -' I '—'--- DOUBLE 614'X 11.718' 2X6 WD STUD I 1 1 DOUBLE LVl — j SEE S TURAL RIDGE BEAM. W PLYWOOD SHEATHING I� I I� I SEE SPEC. R21 BATT INSULATION ! 8'POURED CONCRETE FOUNDATION WITH(2)45 REBAR TOP 8 BOTTOM LSS210ILPNGERS.TYP. / ' -!�.`- � Stadterman II �I CLOSED-CELL SPRAY FOAM INSULATION —ACE 4 POST TO BEAM l - I ! '�:-J I AT ALL ROOF CAVITIES(R.7815.51-- EACH SIDE _ •; -__ I 1ST FLOOR SUBFLR FOUNDATION i ..;% •, .-' Cotuit House FLOOR ASSEMBLY:- \• ✓ VRUSS WOISTS APOR BARRIER®16'OC / ..1 .. -9.5'R308AT7INSULATION ( .. .. Renovation 'KRAFTFACED 814'TSG STURDI-FLOOR I. I ® -20'AIP CONCRETE FOOTING 814'OAK STRIP FLOORING . . PROPOSED - O W/(2)"SREBAR o 1 ✓ i i m j _ i ® BASEMENT _ _ �' _ 4'CONC SLAB OVER - -__SECTIONS -r 4.4 FIR POST To 6MIl POLY I I I Project number Project Number 1 FouNOAAnoN f B.O.FTG. _ _ I I i — -9'•8" ,.�. I _. _ _ _ _ BASEMENT Date _ 8/26/16 -/, /- _ .. �� •_.. _ — — '`\— — — — .— — _B.O.9 T 8., Orawnby Author Checked by -- — Checker a lb i 3 RIDGE DETAIL 2 WALL SECTION @MASTER BEDROOM ��SECTION THROUGH MASTER BEDROOM A301 -- — i 1 1/2"=1'0"- 1/2'=1'-0" 1/4"=1'-0" Scale —--- As indicated a i CI t I I i - I I CAPITAL CAD 138 SHORE STREET I FALMOUTH, MA f\ i 10 d".j CC/�l' I �t-Ya41i?JOIST,SEE SPEC..FZ -- H2 CLIPS I \ No. f Description (2)6-LEDGER LOCK 26 CEILING JOISTS / I — I I —1v6 BEAD BOARD x I ---- II -- I I B'FIBERGLASS ENCLOSURE ILILILILILILIL]iI I Liall I I aad P.T.COLUMN II � I I —1116 MAHOGANY DECK ... I ; Stadterman _ ha PADS.]z O.C..TYP. 17.1 i (j�.^I-2K6 P.T.JOISTS t �— JOISTHANGER,TYP. —u ; TYP. II Cotuit House Renovation �� — OISTS.O ; `- FRAMING PLAN, _2a P.T.FRAMING @16.O.C.TYP. SECTION ' CONCRETE FOOTING BELOW - -- COLUMN TYP Project member Project Number .I Date 8/26/16 DECK FRAMING SECTION P 1ST FLOOR FRAMING Denby Author I Checked by Checker_ 1/2 1/4 =1_0. a S101 scale AS indicated i ` i t `�X - , � cx 1P61— n ;b p6J N ' L5Sv, tko ; jv5l I v" t{ X ��jO6 3 p _ cD _ CD to L rTl ...�.,,.�,:.s.�,�.._.,..,«...�.,.......��..,,,.—_ � y�V�lb?�� p� X � �.,a, JdiS�� a7-gJ C•J•�C.G". ^� 4Z-t.- oa RAA .i -[ yP"6 i.�•n rw�r� , c-I ej /1 t/ (o 7v ��I7 1 c_ .�,.7.� �,6'-4'•G'Yh.� •- `�.�,�: .� -- - -- - - -Y _' • ----- --- - `�`"" - - - � - �- - -- � __- - �-'�' ='-ram-. ._____ _ . ---- -- --- - _ _. _ ._ _ Ito 5 ec FELLOWS BUILDING JOB & HOME IMPROVEMENT SHEET NO.15- t6mmli OF 3 5 Main Street CALCULATED BY 4 FG"'LLe~ DATE MASHPEE, MASSACHUSETTS 02649 (508) 477-5196 CHECKED BY It DATE SCALE ri 4H NJ kL fl 4) 'J TA 'Z r-A V1 coo- a 'Z Ik fr Y, 40 qs lu 7T, ve C" (sTiv 4_1 sill i lk OCT al 14 r4 CIO" LrW EL 7- c(z 0 t -4- FELLOWS BUILDING JOB 1_ 4 & HOME IMPROVEMENT SHEET NO. - OF 5 Main Street CALCULATED BY DATE MASHPEE, MASSACHUSETTS 02649 (508) 477-5196 CHECKED BY DATE SCALE 7-1(paw irEDGE)PRODUCT 227A-i(padded irM�m hr,Gmim.Mass.01471.To Order PM MLL TREE 1-8*M.63M .4h, 51w1Qs� �7Qov�c� Tip LSTAt2* !z -- T y� to ><>i d-s stt ;�+i�5 Cam'? C E ter A /1 Rt �C t 11 'b` <', 'L Ct_o see/ .y a ,;p . >>�, �`� � � Sit � -_ �,FF•.i _ � C�;_'h 7j ..� A A-IT Fes] •� Z C��Q, OJet. A'ttt 2 ��ir2 :•�i� !� � StJ�i��-•�CGJ� I LL SaA-L Sfc- rf (Z �ts�(N � o o•L . .t1(Zlk 1 (^N VAA"_Z lA.11 � b, JOB— FELLOWS BUILDING & HOME IMPROVEMENT SHEET NO. TMr OF 5 Main Street CALCULATED BY ' DATE MASHPEE, MASSACHUSETTS 02649 (508) 477-5196 CHECKED BY DATE - v BATH -)� ?s:r jj ! I ___ _ z BEDROOM I -0- OFFICE I a ; i. It'-21d• �•' z-0 Ld'�1 It'-61d' SS 7#—�---------------"-- 'coo— �:• `� 3 - l I '� —� STUDY/ L=r j CAPITAL CAD BEDROOM� 1 138 SHORE STREET ON FALMOUTH, MA - MASTER BEDROOM :_A" i T BATH . I I EGRESS WINDOW CLO. .-._...�-' I. '�—..__._._, j- � _ ^.SECOND FLOOR PLAN-PROPOSED ...__...._.... -- ..._.._..__...__.. ' 2 I I i I Ilew PORCH 2d'-0• H[W AD01i0I14- 32'-O- ex.5-WG Hou5e 12'-6'eX15TIHG HOUSe IQ • -S•lid,5HOweP. 4--a-NCW BL%H 3 3 3'-4' 2'-1 I• 3'1• 13'.2• y.p• d'-d' I b-r I•.I r• G'.3' L G'-3• 7 3/4' 3'O3AP i I AU '.- AU i • 18 LKHEAD, b I I FOOT� � ,.Ic. ;L i F. RINSE- - F, e. EXIST.WOOD DECKDW I / I IJ3 .• -�._—. NEW PASS THRU ❑ I 36'GOCKT.P - WINDOW WI 16' FANIRY 6; Vd FOOD SHELF 3-0'X9'-0' - b'-0"XS47' T BATH ! a�E,S __ 7t7-X9'-T' ` No. _ Description Date 3 4 INSTALL NEW O DN',2R O \ / N IW1. I 3.4• l9wo —REMOVE SLIDER AND T1TXT_J• �9 DESK I:Jd 42• wwoowsV,1 DREF UN,� j Q7kV C�IIP REPLACE SLIDER wI i �i b•.p'•Xq•_p NEW BwIDE SLIDER ----..._ _._..------ =-.-- DN / I ld 113 EF .xAA REMOVE WD NEW COVERED / �� HAIL �.—DOUBlE 1.7/d•xi-1Po'HEADER, bT�N FIRF_PMANTEIACE RICKS ---_--_-- n S-0' 3'•U'X2'9" SEE SPEC 18-T'X13'-0' T t�. OO PORCH �� 1 " Y4 REPLACE RAISED ^ •= 0 f77 HEARTHW/NEW (AS I 3 / �UFG I DEL FL LEVEL HEARTH P®t s a I- •z OL¢N — t• _ ' REMOVE MASONRYINST , I b l;r ��Jq� INSERT FPS 3. CHIMNEYF RGA ____..-...--_-_—_—.-- , UILD O oe W �� BOX-OUT FOR GAS FP ! DN 2R % i i ) LIMNING 105 ENTR7Y _ 7 a RIQCS O� Ib'-0"XIJ-T' POWDER�� I-l<�L<_ �� Q SITTING 3'S"X5'-1a FAIWLYROGYN FULL HEIGHT O I I BUILT-IN --^---"_----- —I-- IXNAGMIE BOOKSHELVES 1 12n x 45'W -REPLACE BAY WI 1 NEW COVERED ��❑ 'z i w SEA YwiNDow \� PORCH >: Stadterman O 7-0"X 8-0' m AIDO v N A B CJALK SEAT B"DIA.COL WI BASE ANDCAPITAL!ryP.) OF EN T E I 9 Q DN2R �o O O A V \ OBFEf n Cotuit House Renovation d'-0 3/4' 8'-0 3/4' 1,0 3/4• NEW 4'PENT ROOFPROPOSED PLANS FRONT PORCH Projec number Project Number I b-0' IIeW PORcH 3'.3- 9'.7• 2'-d' G'-10' 3--O• 2'-d' - —. -- 10'•o IbJI• 5•.d• 6'-O• 6'-6• Dale 8/26/16 I Drawn by -- ------ Author j b-O' IIeW PORCrt 28'.0- NCW ADD140H Checked12'-6'eX15TnlG nOUSe --—---- Checker p 32'-0' e%15-IIIG nOu5e by--_-__-_--- I A101 z,"e' nfw PORCH FIRST FLOOR PLAN-PROPOSED Stale 1/4"=1'4" ,e ' SI fl t au�N L 'fou ��1k%Cb� 40wk _ y CbmPAcT*-^O i N N ( G�ctaoe-, _ L 3odo ps N . � mi,• Ptl�ClvtW� "TS ARaLLAft L PIT FlcwdS o . Al 1---4- J .o j jRsL �MLo4� �oNST,cucTGn1 ��, Liu�Dls?v�ud r 55 - �4' IIq �/ � FELLOWS BUILDING JOB SiA?t�R MIFr✓ Coo(i�Qa S%- Ce,Tar�f & HOME IMPROVEMENT SHEET NO. I .4 OF 5 Main Street CALCULATED BY MASHPEE, MASSACHUSETTS 02649 DATE (508) 477-5196 _ CHECKED BY DATE �S-b$, 1-7 — IJ 4y SCALE PRODUCT 227-1(Paddaa n•EDGE)PRODUCT 222A-1(Padded it EDDE1JR�z!Yae in<..Own.Muss.0471.To Omei PHODE TOLE FREE 14*225-6380 Barnstable Bldg. Dept. Approved by: Permit PROPOSED LEFT SIDE ELEVATION PROPOSED FRONT ELEVATION SCALE I/4 m 1 -O NOV.11,18 SCALE 1/4 - I -O NOV,11,I8 STADERMAN STADERMAN S COOLIDGE ST, 9 COOLIDGE ST, COTUIT, MA, COTUIT, MA. --------------------- PROPOSED RIGHT SIDE ELEVATION PROPOSED REAR ELEVATION W.„ o4,v 0,Qr SCALE 1/4 0 1 —O NOV.11,18 SCALE 1/4 • 1 —O NOY.11,18 lwmrom ..n.� owrdp8ivroemm.00m STADERMAN STADERMAN WOOL-LARD BUILDERS LLG P.O.BOX 1143 BARNSTABLE MA S COOLIDGE ST, S COOLIDGE ST. eoe-ni.,1o, COTUIT, MA, COTUIT, MA, STADERMAN RESIDENCE MU GARAE a - 9 COOLIDGE STREET COTUIT,MA. EXTERIOR ELEVATIONS tIP �1 v. 20 A 1 j - I a . 6G.C.W/SS'ST' . aXlO RIDGE BOARD 2x"•16"C.C.W S/S'SNT'B. Ix4 TIER*ea'G.G, a I r aXlO RIDGE BOARD Doe•16"G.C.W/B/S'BNT'O. I i _ zoo o 16"G.G. SOFFIT DOT. i I -B' axBe•18"G.G.W/B/S'SHT'G. BIt" gy" i- axi STUD&•16'G.C.W/ 1/2'BIDINQ 1 W.G.SWMOLES I •„ 4"THK.POURED CONG,SLAB PITC 46D TO DOOR yT--O" FACI8TM0 FOUNDATION W/ MODIFIED FASTENERS ROOF FRAMING PLAN 048TIN®FOUNDATION W/ MODIFIED PAOTENERS SCALE 1/4" 1'-O" NOV.II,IS 4-0 FRAMING SECTION SCALE 1/4" 4 1'-0" NOV.11.18 i---------------- ---i I v I .................. j NOTE= ALL.PLANS IN THIS SET f POURED 4"TNK.GONG. i 4 DESIGNED UNDER STH EDITION SLAB PITCHED TO DOOR OF BUILDING CODE I .........................(. � rOwt,^hf°az`:� 1 w serll• el.cw«lg�"w Icon+nrt • -!- web ow otwld�slQrWeoOlelM.00ei. a'4° eu" a'a• a'a• S'-4' V-4" WOOLLARD BUIL.DERO L.L.G P.O.BOx 1143 BARNSTABL.E.MA PROPOSED FLOOR PLAN '-"°' EXISTING FOUNDATION PLAN eTADERMAN RESIDENCE SCALE 1/4 1'-O OCT, 21,18 NEWGAfRAE FASTENERS TO BE MODIFIED S COOLIDGE STREET //�� STADERMAN COTUIT,MA. SCALE 1/4" G 1'-0" NOV. 11.18 FRAMING SECTION-ROOF FRAMING S COOLI DGE ST. PLAN FLOOR PLAN-FOUNDATION PLAN COTUIT, MA, NOV.u,aole_ 110 MPH tSXP08URC 0 WIN( ZONM { 4 � "to Z aatmml mmhg&hodmb �1® fieldPq_FlFlnp .' _._ -. - aoaar.uaaea oauua.........rw..ew wwu ownao rnaea (Hacking t0 Fisher(ToO.naped) 2•ad 2.100 each Hid m rikn DOarO to Ranot(Cnd•nallod) ) D.100 yltld !On and 2 row W_/Il Pramfnp _r _._ _ - ��•••. ".- .� ' w ,on.rwcan w.•.rawruaem.1ww.w .w rr.r., TOP PldmO at110, oemau(FaOo•ruaod)y 1•Igd .�'a•igd I al'tOhl4 Stud to Stud(P1t0ewaQad) 2.1. 2.100 t W11, o t • r..a,.l..-wr-a•�-+-•t / /:L'x�^�`„ moodortoHostfm(ro ,led) lad I fad .Ia-6,4mwvW06 D .-.r:; _r+z•-s,.r ,,,, rr Plpwrlwminp Jdst to Blp,Top 1"Into or Olnlmr(Teo-naaod)(Pip.14) 4•40 ,. A-10d .pot blot N `.� i iw:r-• cl i :�.'.: � (loalttnto Joist(T�nellmdr ) 2•04 2'1ad eachshd 1 p i E,rF «.1: ...r~ 'l tl t Mw.rr..-• Blockingto 810&T Plato tco•Fan°d 3.10d a1gP each lift 2 \' Lodger gain 10 floor"In Wide,(Pnaewtubd) 1 0•fed 4,1ad each)o{il N w C'1r:r i I' j wr rySw Joel an Ledger to Comm(too-nailed) ad ' (lead pot lot, �:• .1' l(and Join to Ahl(Cnowaaad)(17p,14) { 1,11d 4•1ad par I" Cand J01at to BIM 01'Yq>Plnfo(t6o-nailotl)( J•14) 21Iad a•taff per tool �^+"•' ' '" Rawrphsathlnp Wood Btntemnd panels I failure or trussos spaced up to l S'0.0. ad tad F it edge/a'field ,.r.w,r A.. „„�„µ• r.r Offers or Ifussce Sobood blot la'am. ad ; Iad f 1'Wall 141 field I "...--.-••-••%�.-'"+ "•-'-'-"••""'�^ pado ondwan mho at inky trust w/o gable owdwnp ad f ad y Ir edge I W field liable ewait ndm"rake Of rake trues W)structural ad fart' J a,odpt;,m field PORTAL FRAME DETAIL oulloOMma �poo�e aMw_nll rake or lalw hum►wI lookout he OU Y tad 4'ache/4'leH @ GAR,�,G E DOORS _""thing w� - __r Calling �M - �Y �,' i (gypsum Wouboard Sd Odom i e'r man/la'hold WaI1lllreidhlnG `-:`C.:-. 4 4 � a .. WOW Bttualwat Panels � - �""'•" � � '- i�a.......w..-«... litlnle 9000 up to 24'0.0. gel f lad W 8000/12'field • ;�,j-°t�G'Yw I and 2502'Fawtboord Panel& ad, + ` a'edge IIP field { —,^s ,,,•,-,r,,,,,,-, IMw'cyHnium Wnllbonid ad cadiom r ad"//10-tied i• FIDOr BhMthlnp - 1 Wood Structural P �•""`-"'~•—"•1 ,'6rl°lea ad 1 106 �m6"61IQ'fleb ' PORTAL FRAME DETAIL 9'ardon"inn I lad I 100 ; a'edge I g'floid (,wowm mmam 1 I eaa0'unary No.arm is oleo-m-piro arm(ermined.&ws too tw eodatorai IaaYiteiam". I Nails.thffaas olhorrns.alaaad,aim yiran lot ra11..t.aummon rule atm.ao1 and Pan"atlo-ift of seulvsHnt dismstei am trawl a Orsats,Nn7M to"m"am"a"nr,o,t mile may tr""Road un1aN ofharsdas prohlbttad. WEE r AN r0r)Flff A PAN n A4AMAT"1N GENERAL CONTRACTOR/OWNER SHALL.INSURE cowtecTORe R@G>>JIRt}tJt THAT AL.I.WORK CONFORMS TO THE LATEST MASS. Poeo�n tleoca IONONe NNE DnAe60 4 ALL j STATE BUILDING CODE (Bth EDDITION) &THE �N LoeATIONe. T,SPAM AND R toe elzm pccotcclNo ro roost,eaet•1 ghlD IiAtTTCR WFCM 110 M.P.H.- WIND CODE CONSTRUCTION& Sim RmmmgNT&IteTALLM Pell rm'e. ALL OF THE LATEST LOCAL CODE AND ZONING NOTEa REGULATIONS.GENERAL CONTRACTOR&OWNER ALL PLANS IN THIS SET SHALL VERIFY ALL SITE CONDITIONS AND ALL INFORMATION ON ALL DRAWINGS IN THIS SET DESIGNED UNDER 97N EDITION &MAKE CORRECTIONS AS REQUIRED AND/OR NOTES: TYPICAL-ALL FRAMING AREAS OF BUILDING CODE NOTIFY DESIGNER OR ENGINEERPRIOR TO START OF FLOORS/WALLS/ROOFS ANY WORK THIS NOTE APPUES TO ALL DRAWINGS - BLOCKING @ V C.C.@ ALL ROOF,CEIUNG IN THIS SET FLOOR PARALLEL TO EXTERIOR WALLS - AT HOUSE WALL TOP PLATE LAP 4'W/10- 16d NAILING oDD-7MD•GI6G soMll• olaenrJMi erlson.Mrl "b ROOF SHEATHING 5/8"PLYWOOD 8d @ 4"CC EDGES/4-CC FIELD AT ol. Dim 11100(.uARo B t9UIUIlAER6 LL.0 4'EDGES OF RIDGE/VALLEY/GABLE-TYPICAL ROOF AREAS - RAFTER TO EAVE H2.5A P.O.E10k 1143 BARNSTAB4,E MA 8d @ 676" - RIDGE STRAP LSTA 12 - WO-221-1101 WALL SHEATHING @ 1 st STORY 8d @ 3"CC EDGES/12"CC FIELD - ALL NAIUNG PER TABLE 2 GENERAL NAIUNG STADERMAN REMENCE NEW GARAE BLOCK/NAIL ALL BUTT JOINTS 110 MPH WFCM a coouOGE MEET WALL SHEATHING ABOVE 2nd FLOOR 8d 611CC/12"CC FIELD - ALL SILL BOLTS 5/81D.W/8e EMBEDMENT COTUIT,MA. ALL WALL SHEATHING 1/2"PLYWOOD VERTICAL-TO OVERLAP TOP + HOOK W/33 X 3e X 1/4"PLATE WASHERS PLATE&SILL @ 48°C.C.&WAN 120 ALL CORNERS EA.WAY 110 M.PA FASTENING GORE ALL PLYWOOD EDGES TO OCCUR ON FRAMING - PROVIDE ECCQ,CCQ,CONNECTORS @ ALL a.,, - PPRO DE HANGE/COLUMNR@ ALL FLUSH CONNECTIONS urw.Ii drne t i I i PLAN LEGEND -• EXISTING WALL TO F O PROPOSED WALL L t i .. ..`..... .. ._ _....-._ _t.. . ..._� I ' i 1 + T-5314; �� t 1 ! 6�6 i e i 9g i ----------- ---'--,..`::.:._:::":: ..:__ ...- :_— _i BEDROOM _ ..`.------ 1 I r-- O E I h_-... PO DER RM i �r-z3aL �ofio Q. 7-C3/4'� ( i c1R.=::<.tl i 11 6314 . i ..��.. ha _Ll Y h o �.._.._--- - .-............. ROOM _... ,, ...._. .....__.............. . ---•.•;---..•yam.....; :._._:, - ---''�- ` -- alb• �� t ' ' I I ._LIN....... .'r15oGF'Vti tI I ® E --------------------------------- --------------------------- ............................ -------..---- — .. —................... CLO ' �T�VT�eZ1M ASTER II l II I N, w , EDRO _... 1 �10 BAH 0 C LO. I t....l.............__... L ............................................, ..... ..........----................... L..:::::::::::... r ..... - _ ..... �. -i .. ............... t ........ __ :............................................ ............................... ............._.�I ... L i 4 cr-nnKin GI nnD DI AN_r)Dnoncr_n . l ! 27-9 1/4' 32'-2 3/4' ADDITION NEW BULKHEAD FOOT RINSE i A301 _.. ----- ....----._.._..i-_....._.... 01 i p Nam. 'i+. ,r,•-: cis. .Hm n x _•- .1 l e � .��ni- 4Ui EQ:QhPANTRY 30 18'-5° r..MASTERD. CLO. I I BEDROOM I BATH - i KITCHEN If X I 15'-012' I 7-83/4' I COMP L�� I g� � j j moo® i FAMILY ROOM 1 - - - -- _- - - - - - - ------ - - - 74 1 �3 - -- - I - R. C LO. t -...- I Z33 POWDE ::::,::,,:......: I obip I SITTING ::..:::::::::::::::: i ZiLI p xx ...... i DINING ROOM s AJ # COVERED DECK _ < u:.,.. U.,..... -.._... 4117, N _ I FOYER 1 CLO. i y 6 _ 1 i O p o O _ i �a�le,� SgS��oroa��7-ice -� -�i�Tzt tee, Gip 37 17 _ • ' CA•►?Ize �`� � �IRST FLOOR PLAN-PROPOSEDFLOOR PLAN-PROPOSED `i cei�G. P64,•7AXx 1&7o 1/4"= 1'-0,. i PROPOSED ADDITION EXISTING BUILDING 2 0- 4 7' — —. — UP I - I .{ 1 /NE4' STAIR D S AN �.• I . , •I BULKHEAD ABOVE . - i' I: I I r • ' b . . - .. RETE FOUNDATION .. .. TYPICAL. If i 6� c•. C - f. `.mar ..=:.T,�.•�„-.�.—.._ r. � c� .r9� ��ti - — _ _ I • F.: :—'� �. `�...• ram'�-1 — i FO6 M�BEL6P!`SEE 2' 309 i SIP , i. W I }} _ - L01V i L I i PLAN LEGEND »-> = EXISTING WALL TOP 3 PROPOSED WALL 1 ............................................... ! - ....................... - -.................. t -' -I BATH.. l i _L_. ...--..-----. . I I I T-5 3!4' I _ -------------- :::::::....................................: . : BEDROOM O E iI tPW DER-RM 11'-23 t0�1� C3/4' 01 _._ � i - -- N - - loho D _ - - - � :BEDROOM + _ ---...... ----------•-----... ._.......-•--- C-._....:_t _...---....�. __mil.} •fin •" � I . I ............ ® I ti ASTER CLO. SN I 3 lo�lO `t . .. BAH �............L�DROt ... R S�S�RoVR® Et�t-�o .......... ...! '��1T1t�{�.t. C3�1�^1 1� 1®1 s'-r 4• s irz.53G act RYtI� �C7Q-1�8� 162® e ( CLO. i ! I I , I.. .__...__..._..__._......_................ ; __.._.._...__.._ _ ._1 I I _ —1 _ I I - ..............:::....L............................................... :.. ., _.i i .... ... L..J F.. _ ................... i - Cr-r nnln P1 nnD DI AN_ DDnPnCGn i i L— j 2T-3 1/4' 32'-2 3/4' ADDITION NEW BULKHEAD FOOT RINSE J ;1 1 a A301 Q� 41« C ) o 77-1 O 0 e� ;L5 PANTRY 30 D. CLO. I 18 s° IN MASTER ' BEDROOM BATH I� 15'-01R' � T-83/4' + I I KITCHEN I I� COMP 44 FAMILY ROOM I z 33 POWDE 1 .X, SITTING 3 ►0 .::................::. DINING ROOM ! - + 4 12' 16'-0 1/4' •,v> ys COVERED DECK a h: ::.:::-:,•: _......_.. 4i�� _..._.._ S � C LO. FOYER u � 96 ED - 1 412- 0 0 o l�izi�lP� SQS�j(-}06��17—/Gi Gip ►?�� `� ��3� ,� F�FLOOR PLAN-PROPOSED 1 , E t I PROPOSED ADDITION EXISTING BUILDING 7-0' 4-T ! I . -UF - I' NEW STAIR AND • � .i BULKHEAD ABOVE . , '. .. : .. .•.. RETE FOUNDATION i . I WA TYPICAL lou �, � L. : �. ..�•, � ...6. f • - . 1. . .��__ . . , �'.. - .' �:. ��:� _ :fir J 71 FOOTIFfG-BEL-OWSEE 301 - �d...r�--�\ ' I I d a--f lam'-.• .i® .� ' ' :� 1{ F F7 M x< EIZ64 • v -1 t I i r- I . i I. r I 4 HIV' i.. I I � •:�,-� .. . � - .. .. max, ;�'�.'. . . ..• :�,,s� ' n