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0102 BLUFF POINT DRIVE
. S r F di 2 99E 1I+ i '1J i j �' ��✓ CSC , /� 1 EL t,Lxn N OD O m � N N r � N • - O O � 0 V L s 0 m v V W 0 V V m IT. — r r 0 N • � n — 0 v) U U . \C T t O• U 0 N U � m ti l . s (• �. Is A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map y T Parcel Y 6 7 I Application #�d� C� Health Division Date Issued ' Conservation Division k. 5F3 QX iz/Wo3 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ' Historic - OKH Preservation/ Hyannis Project Street Address i o n TS t v- ' o I►1\ Village Owner Py-n ,nL :S 1 �Aor=4 Address ion. �- Telephone I-I > '-1 3_3- Cog"1 d Permit Request s-mi l , lIF5� )C cAe d (v o np, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation atE,0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) _, -4 3 Number of Baths: Full: existing new Half: existing new E2 O. v Number of Bedrooms: existing _new ` _ cM Total Room Count (not including baths): existing new First Floor Room Count —Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other r� Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: �'es �'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing 5d new size 11X5&m: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes �dNo If yes, site plan review # Current use P Proposed Use APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name Telephone Number GCT ,- 0 - I Address �� 1 c�So-�'� J�c� L .'��a'1 n License # Home Improvement Contractor# ( 3 H H 0 7 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE _ DATE � � � T ' FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED MAP/PARCEL N0. _ ADDRESS VILLAGE OWNER DATE OF INSPECTION: 4 FOUNDATION FRAME _ INSULATION FIREPLACE -ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` FINAL BUILDING DATE CLOSED OUT - ASSOCIATION PLAN,NO.. THEr. `own of Barnstable Regulatory Services Thomas F.-Geiler,Dixector '°ro ADO Building Division Thomas Perry, CBO,Building Coramissioner 200 Main Street, Hyannis, Na 02601 www.town.barnsta ble.ma.us Office( 508-862-4038 Fax: 508-790-6230 PLA N RE VEEW Owner: EG L16Ok F-F Map/Parcel: Project Address 16Z ?cuFF 1cO,0T C r Builder: The following items were noted on reviewing: WI-1- 7GI' t r- AtZusE O.P2 dosDoc gaJ, /N7o :16E 7'06 L Cr4 OS ocRE f>?f2C— 70 ,� N i v,(,b cc lq-GL A L K M& S-< ST rc u cLZ>t Ad dob e G Reviewed by: Date: Ve,9 o Q:Fornns:Plnrvw Pool Safety Magna Latch 800-863-9600 Pool Auto Latch Page 1 of 3 Fence Manufacturer and Wholesale INTERNATIONAL ALUMINUM,VINYL,CHAIN LINK,WOOD,FENCE GROUP Fence Parts,Fence Panels,Fence Fittings,Fence Posts,Fence Post Caps,Fence Gates, Privacy Fence,Picket Fence,Ornamental Fence. Home AYPAL-About U Contact Shipping Policy Contractor Deals Installation Tips L__ _ 1 To Order Call: 800 863 9600 " or Request Quote: sales@chainlinkfence.con Pool Gate Latches For Prices Click on Red HOME Buyonline Button below Pool Gate Latch " Black poly-bagged with screws and instructions White poly-bagged with screws and instructions FENCE SiteMag •Horizontal&vertical adjustment PRODUCT INDEX BUTTONS •Reversible(right or left handed) •Easy grip release knob Privacy Fences •Marine grade powder mated Picket Fences •450 key angle for easy key entrance •Stainless steel screws included Fence Parts&Fittings,Galvanized Fence Parts,BLACK,GREEN Rolling Gabes Chain link Fence Fence Privacy&Windscreens Fence Privacy Slats Tennis Court Fences Chain Link Baseball Backstop Fences Aluminum Fences Wrought Iron Steel Fences Auto Latch Vinyl Fences -Fits any standard 1 318",1 518"or 2"O.D.chain fink Cedar Wood Fences f gate frame and available for 1 3/8",2",2 1/2",or 3"O.D. Handrail Fittings Slip-on -j gate post •Easy to install,even on ebsbng galas -Will allow gate to swing both ways POOL FENCE SYSTEMS _ -Can be padlocked from either side Pool Fences a •Self-latching Magna Latch /, •Made from high impact plastic. Pool Latch :;�' PRODUCT FRAME SIZE POST SIZE Lokk Latch j , Quick Look i r wroure. No.1502 14S....... 2' rce ar¢e Vinyl Pergolas Easy Kits No.1525 .... 116—......2'h' lar•. ,,... Enlarge Image No.1527 .... t fa .... 3' VINYL FENCE PRODUCTS No.15V 1%*........2" Vinyl Fences No.1565 .... tab' ......zs' No.1557 .... 1 A ....... 3" Wood Vinyl Fences No.1572 ..._. 2" .......2' Vinyl Arbors No.1575 ..... 2 .......2'h' Vinyl Post&Rail Fences No.1577 ..... z ....... 3" Color Post&Rail Fences Tough Post&Rail Fences Elegance Blackline Fences Vinyl Lattice Vinyl Pergolas Elegance Fence Post Mounts Vinyl Hinges Vinyl Fence Parts and Hardware VINYL DECKING Vinyl Decking Vinyl Deck Railing Vinyl Deck Railing Brackets Vinyl Deck Railing Solar Lights Composite Decking Elegance Blackline Deck Railing Vinyl Deck Railing Post Mount ALUMINUM AND STEEL FENCES hq://www.chainlinkfence.com/poollatch.html 10/13/2009 �0p1H5rp� Town of Barnstable Regul2tory Services a�cNsrAece, Thomas R Geiler, Director �p t6J4• �� _ reoMa Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnsta ble.m n.us Office: S08-862-4038 Fax: 508-790-6230 P operty Owner Must Complete and Sign This Section If Using A. Builder as Owner of the subject property hereby authorize l� to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) 9 Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on th*e reverse side. Tow). of B arastable yea of YHe Regulatory Services R Thomas F. Geiler, Director � 9ARN5TAEL.E, . MASS. Building Division PrFo �a Tom perry,Building Cotntnissionez• . 200 Main Street, Hyannis., N A 02601 y),wly.town.barnstable.ma.us Fax: 508-790-6230- Qffice: 508-862-4038 EO0 JEOWNER LICENSE EXEMPTION Piense Print DATE: JOB LOCATION: street village number "I-IOMEOWNER": home phone N work phone# name CURRENT MAILING ADDRESS: c i ty/town state zip code The current exemption for"home_owners"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, rovided that the owner acts as supervisor. DEFINITION OF HOMEOI'YNER Persons) who owns a parcel of land on'which he/she resides or intends to reside, on which there is, or is intended to detached structures accessory to such use and/or farm structures. A be, a one or two-farrtily dwelling, attached or 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 forrn acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building Perrrut• (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 zxmnirn inspection procedures and requirements and that he/she vrill 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. ITOMEOWNER'S EXEMPTION ng permit is required shall be exempt from the provisions The Code states that: "Any homeowner performing work for which a buildi of this section(Section Io9,),l -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(sec Appendix particularly Rules &'Regula'tions for Licensing Construction Supervisors;Section 2.15) This lack of awareness otlen results in serious problems,p y when the homeowner hires unlicensed persons. In this case,our Boafd cannot proceed against the unlicensed person as it would Aith a liecnscd Supervisor. The homeowner acting as Supervisor is ultimately responsible• art of the omit application, To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,asp p PP that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. ' The Comrnorrwe,7161 ofmassachusetts Deparymenl of lit dustrial,4ccidents Office of lrnvestigations 600 YYashrneon Street 13ostorz, MA 021JI �• s-uww.mass.gov/dia • Workers' Compensation Insl�rance Affidavit: Buizders/Contractors/ElectriciansMunibers Applicant Information -� Please Print Legtb� Name (Business!Organization/Individual): �r�c.�.�1 ---b�1 �.A'Z Ad&ess: �Oq (— A A- City/State/Zip: J -r�L -�'\ �1��., Phone.#: Are you an employer? Check the appropriate box: Type of project(required): 1. 1 am a employer with 4. ❑ 1 am a general contractor and 1 6. ❑New construction employees (full and/or part-time).* have hued the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the attached sheet 7• ❑Remodeling These sub-contractors have g, ❑ Demolition ship and have no employees working for me in any capacity. employees and have workers' 9. ❑ Building addition comp. insurance. [No workers' comp•insurance 5. ❑ We are a corporation and its 10.[]Electrical repairs or addis tion required.] 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 inmr•ance required]1 c. 152, §1(4), and we have no CC employees. [No workers' 13.❑ Other r'czv comp, insurance required_] 1. +Any applicant that checks box#1 must also fit)out the section below showing their workcra' compensation policy infarrnation. t HnmCOVMtrS who submit this affidavit indicating thry are doing all work and thrn hire outside contractors most submit anew a$davit indicating such. (Contractors that check thin box must attamhcd an additional sheet showing the name of the sub-contractors and stain whether ar not those cntitirs have employers. if the sub-contractors have cmployccs,they must providb their workers'comp.policy number, I am an employer thrd is providing workers'cornperisation insurance for my employees. Beloiv is the policy and jab site information. insurance Company Name: _ .1S. Policy# or Self-ins. Lic. #: —1u-)e_. i�l "3Z` 1 ( Expiration Date: N (,-1z 10 r+ At fob Site Address: na c y '�jr ei City/State/Zip: ( .CSTi> 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 crim_irial penalties of a fine tip to 51,500.00 and/or one-year imprisonment; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statemciA may be forwarded to the Office of Investigations of the bIA for insurance mvera e verification. I do hereby certify rider e pains. d p n es bf perjury that the information provided above is true and correct. Si ahtr Date; G' /� — Phone#: Official use only. Do not write in this area, fb 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/Towu Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone tl: Information and Inst u.ctions Massachusetts General Laws chapter 152 re-quires all employers to provide workers' compensation for their.ernployees: Pursuant to this statute, an entptoyee is defined as ...every person in the service of another under any contract of hire, express or implied, oral or written." An amptoyer is defined as "an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint cntcrprisc, and including the legal representatives of a dceease eels.lH rr, or t the receiver or trustee of an individual,partnership, association or other legal entity, employing employees, 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, constriction 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." 152, §25C(� also states that"every state or local licensing agency shall withhold the issuance or MGL chapter renewal of a L152 5 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 ohaptcr 152, §25C(7) stages 'Neither the commonwealth nor any of its political subdivisions shall enter•into any contract for.the performance of public work until acceptable evidence of cozgpliznec azth the'=ura.nce 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,ng with their ccrti-ficatc( )of if necessary, supply sub-contractors)name(s), address(cs) �d phone numbPartn r(s) alo(LIP)with no emp oyc ssother than the insurance. Limited Liability Companies(LLC) or Luna lit?` members or partners, arc not required to carry workers' compensation insuzance. If an LLC or LLP does have employees, a policy is requucd 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., n6t the Dcparhnent of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' licy,please call the Department at the.uw- bcr listed below. Self-insured companies should enter their compensation po self-insuranGo license number on the approLato line. City or Tow1i 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 permiybccasc number which will be used as a reference number. In addition, an applicant permit/license applications in any given year, need only submit onp affidavit indicating current that must submit multiple policy information(if Prcessary) and under`Job Site Address" the applicant should write"all locations in (city or town)."A cbpy of the aidavit that has been officially stamped or markedense s�A newe city affidavit town ma'must be filled out cd toeach applicant as proof that a valid affidavit is on file for future permi o year.Whcro a home owner or citizen is obtaining a].icons c or permit not related to any business or commercial venture (Lc. a dog license or.permit to bum leaves etc.) said persog is NOT required to complete this affidavit The Office of Investigations would hke to thank you is advance for your cooperation and should you have any questions, please do not hesitate tc give us a call The Department's address, tcicphone•and fax number; Tha Commonwc a4,h of Massachusrrtts Depark =t of kduskr O A.rcidt<nts Office, of ktvestigatwas 600 Washmgton Street B'ostan, MA 02111 Trrl: # 617-727-490..0 ext a-06 or 1-8'77-MASSAFE Fax# 617-727-7749 Revised 11-22-06v,, s.•goY/dia Board Of Building Regulations and Standards HOME l jl$ OyEyENT CO before t or registration valid for individul use only '� CONTRACTOR before the expiration date. If found return to: R 7 Board of Build' Re gulations egulations and Standards /2009 Tr# 281704 One Ashburton Place Rm 1301 r Boston,Ma.02108 DOHERTY POO BRIAN DOHER 109 EDSON ST. w; ° BROCKTON, MA 02302 � - - Administrator - - -•- - Not valid without signature i 0 DATE(MMIDD/YYYY) ;CERTIFICATE OF LIABILITY INSURANCE 09/17/2009 • Z0181 FAX (508)238-1224 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Ins. Agency Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE i HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR �t• ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. on, MA 02375 INSURERS AFFORDING COVERAGE NAIC# Aerty Pool and Spa INSURER A: Technology Insurance Co INSURER B: 109 Edson St INSURERC: Brockton, MA 02302 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL-THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ISR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR :' MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PROECT LOC J AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS � (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TWC3193641 01/04/2009 01/04/2010 X I WC sTATu• OTH- EEL EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ SOO,OOO A ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER, DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS IE: 81 Pitcher's Way, Hyannis, Ma CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Town of Barnstable Town Hall 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Building Dept BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 367 Main St OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATW. Hyannis, , MA 02601 AUTHORIZED REPRESENTATIVE M les Boone _j ACORD 25(2001/08) 1 ©ACORD CORPORATION 1988 N IF - tame Fr°n`h' ASSESSORS REF.: /05 'PI!1 Anthpny A 2916 t o vice_mdoa,° Mop 034, Parcel 071 N46-47'53„E i f Got ( 'EC) ZONE: ! Right °f W0ay �x ! RF Area (min.) 87,120 SF RPOD Fronto e (min) 150' \ Width ?min) no 1 Setbacks: Fron t 30' Side 15' \ Reor 15' OVERLAY D ISTRICT. \ 101.5' Lot 9 \ AP - Aquifer Protection. District 44.000 SF(by Plan) >Ff \ FLOOD ZONE: ` � 9 Zones All, A13, V17, B & C (see plan) a Community Panel No. #250001 0018 D \ July 2, 1992 Concret Pier yp) C p O c Z 1 T o #102 03, m ° 1 SAT 0 C m \ o 1 N � C 9 New Concrete \ Foundation a o \� 60.7' j 25.00j R = 23.78� E CB nd 49-16 55 N 16 C8 Fn d/DH NIF Bluff P°jy68�24lTrust >Y2 H.09 I certify that the foundation $goy shown hereon conforms to ,r:KARD °�r� �.. the setback requirements of 'UREU„ the Zoning Bylaws of the PLOT PLAN t{i N q 034312 town of Barnstable. AT 102 BLUFF POINT 23 U,I a8 BARNSTABLE Profess Surveyor Date (COTUIT) O NTES: MASS. 1.) The foundation shown was located on the round DATE: 201JUN108 SCALE: 1"= 40 ' 9 0 10 20 30 40 60 80 FEET by conventional survey methods on 19/JUN/08. 2.) The property line information shown hereon was PREPARED FOR: compiled from available record information. Frank & Nancy Selldorff 10 Rowes Wharf ..3.) This plan is not for recording and is not to be Boston MA 02110 used for construction layout or deed description PREPARED BY: purposes. Cape,Su'ry 7 Parker Rood DWG #: MLL/RLH FIELD BY: MLL/DWB Osterville MA 02655 . (508) 420-3994 / 420-3995fox ©©4 a D A 0 �vo�ooaQ�Doa Ed Connolly,'Sr. 46 Waltham Street, Floor 2A Field Superintendent' 136ston, Massachusetts 02718 Tel 677-42370870 Fax 677-423-0872 Cell 677-592-4934 ' •( 1_Connolly0senclar.com , wwwseaclar.com TOWN OF BARNSTABLE I PALDING PERMIT APPLICATION 60, G Map d Parcel` Application # f Health'Division Date Issued Conservation Division '�< �E3' �J�b _..p)� tZ1 i�JG App.Iicatio`n e —� , Planning.Dept: =Permit Fee Date Definitive;Plan Approved by Planning Board F Historic - OKH Preservation/ Hyannis Project Street Address I O Z P10Fr PolNt 7iciV F_ Village G o 4, i f Owner 4etldorFF �'�cnK �.1a n e� ` Address io Row-eS Wkgrf-0Ai4J2oy_�MA bzHo Z_- Telephone Permit Request (4,4 51•,rvc4 Pool N-ovSe with 1 a�,.eetn Gin sbcoe- 51 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District: Flood Plain Groundwater Overlay NPect Valuation Construction Type roj Lot.Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family O Two Family ❑ Multi-Family (# units) Age of Existing Structure AAA Historic House: ❑Yes A No On Old King's Highway: ❑Yes No Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.): Basement Unfinished Area (sq.ft) -3-7 5 Number of Baths: Full: existing. ® new i Half: existing O new G Number of Bedrooms: O existing v new Total Room Count (not including baths): existing O new 1 First Floor Room Count Heat Type and Fuel: 1!4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: IX Yes ❑ No Fireplaces: Existing ® New O Existing wood/coal stove: ❑Yes 4 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 `bQ No If yes, site plan review # ® E3 - =Current Use Proposed Use m c-, O APPLICANT INFORMATION ' (BUILDER OR HOMEOWNER) w Name L��41AN J- Ciiev &eC. .:S dZ Telephone Number Address Z Ll'. A-VGA S License# Z QU W-5 7L-'Q r M A 02,/Z Home Improvement Contractor# 11:2 Pi M Worker's Compensation # fNC_/A f776�7 l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .1 ,�✓ XV&s r� rL IVC- - - SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED r MAP%PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION:. - 3 FOUNDATION 4/1 Y-/ Gf ff �P- FRAME INSULATION J!A/S FIREPLACE - ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: �.� ROUGH FINAL r `FINAL BUILDING /� d e8 "i DATE CLOSED OUT w, "'. .. ASSOCIATION PLAN NO. . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations- ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 5� -`7AQ Ce�j$F(?U�}1C1N Address: y!o &.r I TMO STt2 E CE t S L)I TC VA City/State/Zip: ' 'QO Y40A H A 0211 R Phone.#: (a 1-7- Are you an employer? Check the appropriate box: Type of project(required): 1.15iI am a employer with_A�Q — 4. ❑ I am a general contractor and I mployees(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. T. ❑Remodeling ship and have no employees These sub-contractors have g• '❑Demolition working for me in any capacity. employees and have workers' insurance. 9. ❑Building addition [No workers'.comp.-i consurance mP• required.] 5. ❑ We are a corporation and its '10.❑Electrical repairs or additions 3.El I am a homeowner doing all work officers have exercised their 1 I.❑PIumbing 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 fin 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site inform ation. II Insurance Company Name:_ C CIA t G n sire v%r o Cc M Uct ei� Policy#or Self-in s. Lic.#: Expiration Date: 3 J 30 12�i Job Site Address: t O 2 B 1'r,.Fj' &,A+ :Dr_,U,4 City/State/Zip: C04 u t jM 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 tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy.of this statement maybe forwarded to the Office of Investications of the bIA for insurance coverage verification I do hereby certify nder he par and en ties of perjury t at the information provided above is true and correct. Sinature: Date: ak 17-mg Phone#: Official use.only. Do not write in this area,to be completed by city or town official .City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health Z.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: .-� DATE IMMIDD/YYYY) ACORD CERTIFICATE OF .LIABILITY INSURANCE OP ID o3 27 09 -PRODUCER THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Roblin Insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 144 Gould Street, Suite 100 APR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Needham MA 024942321 NAIL•#': Phone: 78-1-455-0700 Fax:781-449-8976 INSURERSAFF.ORDINGCOVERAGE INSURED INSURER A: Acadia Insurance. Co an 31325 INSURER 8: • INSUF'dER C: •SeaDar Construction 46 Waltham Street F1 2A INSURERD: Boston MA 02118 INSUPtERF. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECV TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH . POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MV/IIDDIYY DATE•MMIDDIYY LIMITS I EACH OCCURRENCE $1 OOO,OOO GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY CPA0173267-13 03/.30/09 03/30/10 PREMISES(Ea accurence) $250 0.00 CLAIMS MADE XI OCCUR ME D EXP(Any one person) $5,000 PERSONAL a ADV INJURY $ 1 1 000,000 GENERAL AGGREGATE s2,000,000 OEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG, s2 .000.000 POLICY X JEOT MLOC AUTOMOBILE LIABILITY COMBINED'SINGLE LIMIT $1,000,.000.. . A X ANY AUTO MAA017326813 03/30/09 03/30/10 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ (Per person) X SCHEDULED AUTOS X HIREDAUTOS BODILY INJURY $ (Per accidenl) X.•N.ON•OWNEDAUTOS comp dad $500 PROPERTY DAMAGE $ (Per accident) coll ded $500 GARAGEtIABILITY AUTO ONLY.-EA ACCIDENT $ ANY AUTO OTHER THAN ANY $ AUTO ONLY: AGG S EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $10,0 0 0,0 0 0 A X occuR CLAIMSMADE COA0173270-13 03/�30/09 03/30/10 AGGREGATE $10,000;000 $ s DEDUCTIBLE • S RETENTION $ 1 WORKERS COMPENSATION AND X TORY•LIMrTS ER EMPLOYERS'LIABILITY WCA0177657-13 03/'30/0 03/30/10 E.LEACHACCIDENT 6500 i000 A ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA.EMPLOYEE $5 O 0,O O O If as.describe under E.L.DISEASE-POLICY LIMIT $5 0 0,0 0 0 SPECIAL PROVISIONS below I OTHER A Leased Equipment CPA0173267-13 03/30/09 03./30/10 $200,000 Limit f $500 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES EXCLUSIONS ADDED 8Y ENDQRSEMENT I SPECIAL PROV1SloN5 i Issued as evidence Insurance. CERTIFICATE HOLDER CANiCELLATION S AD—C SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DA71E THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WR)TTEN ' NOTICETO THE CERTIFICATE HOLDER NAMED TO THE LEFT,.BUT FAILURE TO DO SO LL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,175 AGENTS OR. Sea-Dar Construction REPR 46 Waltham St. , F1 2A Boston MA 02118 - ©ACORD CORPORATION 158 ACORD 25(2001/08) T"Er�,ti Town of Barnstable' Regulatory Services. MAE& Thomas P.Geiler,Director prFo,,g. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 W WW.to.Wn.barns tab]e.ma.us Office: 508-862-403 8 Fax: 508-790-6230 ! Property Owner Mizs t I Complete and Sign This Section If Using A Builder . I . I I, s�e� as Owmerof the subject,property hereby authorize_ (; f_ ca r,JjTllk u' ''Zp/ j to act.on my behalf, in all matters relative to work autborizedby this building permit application for- (Address°of Job) j -712 iSignature of Owner. Date I. p — Pnat Name j i If Property Owner:is applying for permit please complete.the .Homeowners License Exemption Form on"the reverse side. ! Q:F0WMS:0 WNERPERM:SS)ON I' i . i, )I E•RG'Y CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE; AND TWO-FAMILY DETACHED R..ESIDENTIAL'CONSTRUCTION (78o CM-R 61.00) Applicant Name: C !Al.Q ]- 6,ut vti.0 y SR Site Address: 102 print Town: G-OTU 1 Applicant Phone: / J 9 2 ~ y 93y Applicant Signature: Date of Application: NEW CONSTRUCTION: choose 0 of the follo•witL iwo'o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS hckx uM MINTMCJM Ceiling or o Slab ption 1: Basement Fenestration exposed Wall Floor wall Perimeter AFUE HSPF SE U=facto r floors R Value R-Value R-Value R-Value R-Value and Depth National Appliance•Encrgy R-10, ConscryAion Act tNAECA) 35 R-3 8 R-19 R=19 R-10 4 ft . 1987 as amended,minimums catcr as ap2licablc Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http//www encrgycodes.90y/rescheck/ ADEX`X' O1VS:bR AZ,TZATZOI4S.TO EXTSTI NO B1?XNGS O VER 5 YEARS OLD* *]Buildings under 5 years old must.use option#1 or 42 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) SF 100 x - _ % of glazing 6 a . (b) Glazing area equals SF If glazing is<:40%.uS(-,the chart bbIDW. If glaziDg is > 40 % rocee.•d to "SLT1 ROOM" section 780 CMR TABLE 6101.3 PRESCRZPTM ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM M1N)MtTM • ❑ Ceiling and Basement Wall Slab Perimete Fenestration Exposed floors •Wall Floor R-Value U-factor R.-Value R-Value R-value R-Value and Depth 3 9 R-3 7 a R-13 • R-19 R-10 R-10, 4 feei a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e, nradcLitiD over exterior walls, and includingan access openings). M—An addition or alteration to an existing building/dwelling unit where the total 0 ea of said addition exceeds 40% of the combined gross wall and ceiling area of the oe: wner to fill out Consurner Information Form found in Appendix 120.P r Board of Buitding•Regidations and Standards i Construction Supervisor License f Ucensa: CS 72358 j Expir"'on, 1/11/2010 Tr# 14773 : Restriction+: 00 - i EDWARD J CONNOLLY SR 24 AUCKLAND ST DORCHESTER,MA 02125 Commissioner � I �o n5t2n�e Fr°n�h; ASSESSORS REF.: Anthony A 29'167p5 W 11 Pit) Mop 034, Porcel 071 N46.47'53„E llo was- Include i 160 -'� Well Pit ZONE: W°y Structure RF Right of i 28.8' iRemoved \ Areo (min.) 87,120 SF RPOD r i \ Fronto e (min) 150' Width (min) no Setbacks: New Concrete Front � \ Side 15' - o- Foundation Reor 15' 1 Concrete Re—wall OVERLAY DISTRICT: ° \ AP — Aquifer Protection District 36.0' r \ FLOOD ZONE: &I CpG m o �•� . �9 Zones All, A13, V17, o B & C (see pion) Community Ponel No. 1yl July 2, 1992 o Concrete Pier (typ) \ a ; O z. 0 co O O ° a 03•• o ° m co i N / Lot 9 y \.F 44,000 SF (by Pion) /nVV f O 60.5' L ' n I L,23.78' !1 N 49t C .10 It 655 E B n d F r Cq1DH nd N1999 Trust #2 Bluff Po12681/9241 I certify that the foundation shown hereon conforms to the setback requirements of $ RI CHARD R. the Zoning Bylaws of the PLOT PLAN L'HEUREUX town of Barnstable. AT 102 BLUFF POINT a q. 34;10 BARNSTABLE (COTU►T) NOTE : � MASS. DATE: 17/DEC109 SCALE: 1"= 40 ' 1.) The foundation shown was located on the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on 17/DEC/09. PREPARED FOR: 2.) The property line information shown hereon was Frank & Nancy Selldorff compiled from available record information. 10 Rowes Wharf Boston MA 02110 3.) This plan is not for recording and is not to be CapeSury used for construction layout or deed description PREPARED BY: purposes. 7 Parker Road Osterville MA 02655 DWG #: C323_4gl FIELD BY: RRL/MLL (508) 420-3994 / 420-3995fox " ( `. �F"��'�;'sW f�^V « :7 1..�e fj ' f�1•. s i.%n 'r+'.{—._w�^R {.L.-E'Y; = ^'IY�.q'h'.'.'`'Y Y7l'Yi'...h.f.,f':R.hi M"j'`:.S k4 Z. +. i.T Town°of Barnstable BABNSTABLE.p Regulatory Services MASS. 0' , ,E639y Building Division '200 Main Street, Hyannis, MA 02601 , Office: 508-862-4038 Fax: 508-790-6230 F. Inspection Correction Notice Type of Inspection P Location dG&-0t)1 100(Arr UOi Vz�-- Permit Number 2-To 1 Owner S�C.-� �7L�� Builder � �o N n�°LLy One notice to remain on job site, one notice on file in Building Department. The following items need correcting:-1 o o oe C W9S&' ��f4tlwT AJ tl l G / A-rc G V15� PU I la- / roe /'014 re Powac� P&ptze-e, atera. AyG 41pv, WAV-, SEI¢� �f9d L <iU C-44*C' . Ott �41c- Y(,*-r6 oucw L,) ri a� 70 N S U-Ld4---�--r- 03? Please call: 508-86240M for re-inspection. Inspected by Date n. �•• �.,Tl.�'/.rl�y,_ij�"j'Vh�s�t�•N 11 ��'l-iTk�.r l{Ili.i'�P•'Yft +("a�7:�Yi w1w'w75.�M' %•��Ilp�w3�i�`.TSM1+i7`T •.w'+N���..{�,��FW'(,.A�1i.� }r�.f •e•w�,•Pl(.F'rti`+v.��t;I,.-3.-`ti�•Y'••}'•• `oF.NE►qi� Town of Barnstable BARNSTABLE. Regulatory Services 9 MASS. Building.Division plFO MP' p, 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790.6230 Inspection Correction Notice Type of Inspection ` . A R-771*L__ Location r n:4— 4-y_U F ` Permit Number v� �-7- Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 0( U1�-S �- - G:cam) s S 'N c..) i 142�� s ® e oZ vrMr @ S7.0f •sH > c (-)7- /[Y S7 C. Please call: 508-862-4038 for re-inspection. Inspected by Date i PROJECT ,Q NAME: ADDRESS: Ce7 PERMIT# PERMIT DATE: M/P• LARGE ROLLED PLANS ARE IN: BOX 2r 7 SLOT - .�- Data entered in MAPS program on: d� BY: i q/wpfiles/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 6 / 'Application 6 Health'Division Date Issueddl Conservation Division Application Fee Planning.Dept. Permit Fee / • : �/ Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address VillageI ' Owner �(�- Address Telephone Permit Request , Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 1A Zoning District Flood Plain Groundwater Overlay Project Valuatio ro 4 Construction Type Lot Size Grandfathered: ❑Yes ClNo If yes, attach supporting documentation. Dwelling Type: Single Family .0 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 0 Other \ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) v Number of Baths: Full: existing new Half: existing new_ IRNumber of Bedrooms: existing " C> —new o Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other ^3 n CO ao Central Air: 0 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove,-Lp Yg�" ❑ No iDetached garage: ❑ existing Ell new size—Pool: ❑ existing ❑ new size _ Barn: El existing L8ew�ize_ Attached garage: ❑existing ❑ new size _Shed: 0 existing ❑ new size _ Other: -M r— Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes sit an review# A' Current Use Proposed Use APPLICANT INFORMATION C` (BUILDER OR HOMEOWNER) NamE3 Telephone Number Address -License # `7��� 2 6- Home Improvement Contractor# Worker's Compensation ��� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED - MAP/PARCEL N0. r' ADDRESS - r' `' VILLAGE - r OWNER DATE OF INSPECTION: r i�" •j ' .FOUNDATION .'FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts y Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 s www,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Blecti-icians/Plumbei-s Applicant Information Please Print Legibly Name (Business/Organizat'onJtndividual): GG Address: City/State/Zip: Phone #: Are ou an employer? Check the appropriate box: Type of project(required): 1.Zam a employer with U 4. ❑ I am a general contractor and I 6 ❑ New construction eiployees(full and/of part-tu)e).* have hired the sub-contractors.. 2.❑ I am a sole proprietor-or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for mein any capacity. employees and have workers' 9 ❑ Building addition No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its ME] Electrical repairs or additions 3.❑ 1 am a bomeowner.doing all work officers have exercised their 1 l.❑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 13.❑ Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#) must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors 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. f am 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: 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$250.00 a day against the violator. Be advised that a copy of.this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ldo hereby c?yvDo the l p l s of perjury that the information provided abo a is true a rl correct. Si nature: Date: Phone#: �� v Official useo!write in this area, to be completed by city or sown official City or Town: Permit/License# Issuing Authority (circle one): 1. Board of Health 2. Building Department 3, City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: k' � CERTIFICATE OF DATE(MMIDD/YYYY) LIABILITY INSURANCE •TIFICATE Is ISSUED As A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER1THI$ FICATE DOER 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 certiflcate holder le an ADDITIONAL INSURED, the pollcy(lee) must be endoreed. If SUSROGAtION IS WAIVED, sub)ect to the terms and conditions of the policy,certain pollees may require an endorsement. A statement on this certificate does not confer rights to the ceFC0tuitMA ttflt holder in lieu of such endorsemen e . E; Zaoh Lynkiewicz & MacDonald Insurance Services, Inc. PHONE . (50B)540-2400 FAx rthur Blvd. EMAIL A/C fyOB)Se9-dlil D E DucBRRjp#:D0059481 MA 02532 INBURER(3)AFFORDIN=00VERA�FNA INSURPRA:Starr Indemni Marine INSURERB;Trayelerg Ind C96 INsuRERc:Travelers Indemn IW RER D: MA 02635 IN6URERE: INSURER COVERAGES CERTIFICATE NUMBERkaeter 10-11 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ILTR NSR TYPE OF INSURANCE POLICY EF POLICY EXP POLICY N MBER LIMITS GENERAL,LIABILITY EACH OCCURRENCE $ 1,000,000 X I COMMERCIAL GENERAL LIABILITY A CLAIMS-MADE 1Z OCCUR ILDNOOOOS409 /15/2030 /15/2011 ® 50,000 MED EXP one arson $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2 000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO PRODUCTS-COMP/OP AGG $ 1,000,00C X POLICY LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT _ ANYAUTO (Eaepoldont) S B ALL OWNED AUTOS —395SA605-10—SEL /15/2010 9/15/2011 BODILY INJURY(Per ponon) $ Soo 00C X SCHEDULED AUTOS BODILY INJURY(Per eccldent) $ 500,000 X HIRED AUTOS PROPERTY DAMAGE (Per acddenq X NON-OWNED AUTOS Uninsured motoriel BI oplll Ilmll 9 20,.000 ra X UMBRELLA Llaa OCCUR EACH OCCURRENCE $ 1,000,000 ExcEss LIAR CLAIMS-MADE AGGREGATE ® 11000,000 DEDUCTIBLE A X R MES 25000 ILBNOOOD5509 9/15/2010 /I5/2011 C WORKERS ATON $ 3 AND EMPLOYERS'LIABILITY W'aTATU- OTH- ANY PROPRIETOR/PARTNER/EXECUrIVE YIN OFFICER/MEMBER EXCLUDE07 NIA E.L.EACH ACCIDENT (Mandatory In NH) 6KVH0702NIS310 /1/2010 $ 1 000 000 yy /i/2011 E.L.DISEASE-EA EMPLOYE S 1 000,0001 OESLtAIPT10N u F pPERATIONa below E,L OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,AddlDonN Rom.h.Sehadula,II men apace III rogWroO) a� Building application for 279 Clameha11 Cow rend SEP 2 G REC'D Rv CERTIFICATE HOLDER CANCELLATION (508) 790-62,a0 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Be CANCELLED BEFORE THE EXPIRATION 'DATE THEREOF, NOTICE 'WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 230 South Street Hyannis, MA 02601 AUTHORIZEDREPARSENTATIVE 9 Harrington, CIC/9MHo��. ACORD 26(2009/09) ID 1988-2009 ACORD CORPORATION, All rights reserved, INS025(200909) The ACORD name and logo are registered marks of ACORD -P...'Cotd')to r wices 131111(ling- )ivision `hnal Perry. T;.A1'HIIr' 2tV www.inv.,if.Ion rms I a")J e.lml.uC .It"S.S52-4�,IIS Pax: 5OS-790-4230 COUTI.P.I(AC :AJIJ Si.0-It *.1"biS SC-0-i-On fl U'411,Ail av; O.W11r: ordic sub;vc. herr.by authoc:v 11:1111 f'jnirc:' VC]"Itive zo Work IuiJhor.'*'t:d '-)y L --s Cov Due: Pr_ml Nnrlla ffj'roperiV 0W!ICFi;3 ttllt)I)'Iva ror pCi.1-nit pirn " con'tp!t:u: he f-roillcowme—s U..eflit. F.'gtillpt"Ou Focm fjo Uh.'4� revil-f-Se q:dt'. Massachusetts- Department of Public Safet) Board of Building; Rtgulations and Standards Construction Supervisor License License: CS 68433 Restricted fo: 00 GEORGE R GILLMORE PO BOX 946 COTU IT, MA 02635 Expiration: 6/10/2Q12 ('ununi.viuncr Tr#: 26853 .............. .._.._......-- - ...— — ......_ ........... { � ✓1 � r� o�../��zuuac�iuee�d ,I ce • om►mio�tu� j Board of Building Regulations and Standards d HOME IMPROVEMENT CONTRACTOR i Reglst4b_h, 123494 .I 2_l3/2011 Tr# 279577 to Corporation Glllmore MarineW,o 2U1 iGeorge Gilmore ! 37 Bowdoin Rd { aPabhpab,MA 02649 Administrator Restricted to: 00 00- Unrestricted 1G-1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Refer to: WWW.Mass:Gov/DPS L.Icense or registration valid for Individul use only before the expiration dates If found return to: Board of Buliding Regulations and Standnrds ` .Ashburton�. ace'Rm 130.1, Otton,Ma.0216A - �•el vtr wl' ` o 9191111tore TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 14 Applicatio. # 2-0086 03 Map- `03- Parcel'."' n Health Division Date Issued ("711 rl Conservation Division "''.ApOitati&n Fee Planning:Dept. Fee: Date Definitive�Plan Approved by Planning Board Historic = OKH Preservation Hyannis Project Street Address 0 31 UP[ '9 ni Al Pr(Ve Village C404L)i t Owner Se- 11dorff FRAOK A 0 AOC-q Address io Rowjk UAE+ 120q A60M... Telephone Permit Re r:a(+,QY- quest Q%8Q e CO Squ are et: 1 st floor: existing .2nd floor: existing proposed Total new Cd feet: —proposed 14.ning—District: Flood Plain Groundwater Overlay Erpiect'Valuati6nt,4' Construction Type C>, t7oi Siz'-e, Grandfathered: L3 Yes Q No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family Ll Multi-Family (# units) Age of Existing Structure Historic House: Q Yes El No On Old King's Highway: Ll Yes Q No Basement Type: Ll Full LJ Crawl U Walkout U 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: 0 Gas U Oil Q Electric U Other Central Air: U Yes L3 No Fireplaces: Existing New Existing wood/coal stove: Q Yes L] No Detached garage: LJ existing Q new size—Pool: Q existing Q new size Barn: L1 existing EJ new size Attached garage: Q existing U new size —Shed: Q existing L3 new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded El Commercial Q Yes Q No If yes, site plan review # Current Use i Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C��4-J^vtlt T CVAJWCLY S4 Telephone Number Address Z_ 6f AyrAet,r b - 3_/Y[C_r-r License # 7 Z- 77--_K M4 02 12-S_ Home improvement Contractor# //7 99A Worker's Compensation # IA A Qt7-76!S7—/.-S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO lYSS cA/A!&)Z 1 ,(VC (1001 SIGNATURE 'A - - DATE /�/D 9 f r FOR OFFICIAL USE ONLY APPLICATION# s DATEISSUED MAP/PARCEL NO. X ADDRESS VILLAGE Yt OWNER DATE OF INSPECTION: FOUNDATION "FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. I i ' °FIKETOwti Town of ]Barnstable Regulatory Services rLA Thomas F.Geiler,Director �°�Fp;p�►�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY Construction Supervisor License. # hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# f3 20 12 S ! , issued to i (property address) %y Z 3Lv Po1,ry i Der ✓G GoTUrT rvrp9 on A V6 YSS , 200:�. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) ° LICENSE LDER DAT§1710 i s"Er°�. Town' of Barnstable Regulatory Services. HARN6'LA8[.� v� !& Thomas F.Geiler,Director PTED► `` Building Division Tom Perry,Building Commissioner 200 Main Street,Hyana:s,MA 02601 • j www.town.barnstable.ma.us Office: 5 08-862-403 8 Fax: 509-790-6230 Property Owner Must I Complete.and Sign This Section If Using A.Builder I, f as Owner of the subject.pmperty Eereby authorize J - - .(;p i.rST-PI Vart to act on my behalf, in all matters relative to work.authorized*by this building permit application for. I (Address of Job) j Signature of Owner Print.Name i i If Prap.ea'Owner:is applying for permit please complete.the l Homeowners License Exemption Form on'the reverse side. Q:FOwS:0W NliP MrSSION j j I ✓i�e T�om�iea9eu�aa/� o�✓uaaoac�ic . : Board of Building•Regalatlons and Standards Construction Supervisor License License: CS 72358 EXpira`tlon: 1/17,2010 Tr# 14773 Reswct:- 00 EDWARD J CONNOLLYSR 24 AUCKLAND ST DORCHESTER.MA 02125 Commissioner I `. ACORD CERTIFICATE OF .LIABILITY INSURANCE OP ID JL DATE(MM/DD/YYYY) SEADA-1 03 27 09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Roblin Insurance Agency, Inc. APR HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR F1 144 Gould Street, Suite 100 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Needham MA 024942321 Phone: 78'1-455-0700 Fax:781-449-8976 INSURERS AFFORDING COVERAGE NAIC•# INSURED INSURER A. Acadia Insurance Company pompany 31325 " INSURER B:" 'SeaDar .Construction INSURERC: 46 Waltham Street Fl 2A INSURERD: Boston MA 02118 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER LIMITS LTR NSR TYPE OF INSURANCE DATE MM/DD/Y1' DATE:EXPIRATION GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY CPA0173267-13 03/30/09 03/30/10 PREMISES Meoccurence) s 250,0.00 CLAIMS MADE Fx I OCCUR MED EXP(Any one parson) s 5,000 PERSONAL&ADV INJURY $1 0 0 0,0 0 0 GENERAL AGGREGATE is2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG, s 2 0 0 0,0 0 0 POLICY X JEC LOC AUTOMOBILE LIABILITY COMBINED'SINGLE LIMIT A X ANY AUTO MAA017326813 03/30/09 03/30/10 (Ea accident) $1,000,000. ALL OWNED AUTOS BODILY INJURY X SCHEDULEDAUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X.-NON-OWNED AUTOS (Per accident) $ comp ded $500 PROPERTY DAMAGE coll ded $500 (Per accident) $ GARAGE'LIABILITY AUTO ONLY.-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG S EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $10,0 0 0,0 0 0 A X OCCUR CLAIMSMADE CUA0173270-13 03/30/09 03/30/10 AGGREGATE $10,000'r 000 $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND 'X TORY-LIMITS ER A EMPLOYERS'LIABILITY, WCA0177657-13 03/30/0 03/30/10 E.L.EACFIACCIDENT $500 '000 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-FA.EMPLOYEE $500,000 If as,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER A Leased-Equipment CPA0173267-13 03/30/09 03./30/10 $200,000 Limit i $500 Deductible DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS i Issued as evidence Insurance, I CERTIFICATE HOLDER CANCELLATION SEADARC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Sea-Dar Construction IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR. 46 Waltham St. , F1 2A Boston MA 02118 '� ACORD 25(2001/08) ©ACORD CORPORATION 1988 I I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 ;• www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLxibly Name(Business/Organization/Individual): --DA Q CO t i?U C ird fJ Address: "1 Y AM STREEE T 5+)1 TC ate} City/State/Zip: '9O,TiOA . H Q OVI VS Phone.#: Co 1-7- NEI -66'76 Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet. T. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑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 '10.0 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 MGL 12.❑Roof repairs insurance required.] t C. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] "Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1Contractors 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. Iam an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name:_C A 5 UCO MC P Ca M DG✓1 Policy#or Self-ins.Lic.#: 1tt9 CAO 1 1:7 b 5 l - 13 Expiration Date: 3 J 30�2 r3 f 6 Job Site Address: 1 02- gl uff &,.A+ 12rrJ4f City/State/Zip: Co4U,1 MA 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 tip 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 bIA for insurance coverage verification. I do hereby certify nder the paings and en ties of perjury that the information provided above is true and correct. Si ature: iZ Date: GO Phone#: Official use.only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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-contractor(s)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 insurance. 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 permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permittlicense applications m any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" I.he 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 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 bum 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 Office of Investigations 600 Washington Street Boston, MA 02.111 TO. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia SE'A -' DAR Building trust one project at a time August 07,2009 To Whom It May Concern: Please be advised that Edward Connolly is a Supervisor Employed with Sea-Dar Construction Company, Inc. in Boston, Massachusetts and is currently working on a Construction Project in Cotuit, Massachusetts. Edward Connolly is covered under our Corporate Worker's,Comp Policy by Acadia Insurance. He is authorized to act on behalf of the Company to purchase the required permits for the Project. If you have any questions;or if I can be of additional assistance in this matter, please feel free to contact me directly at(617)423-0870, Ext 38 Sincerely, Se - onstruc on C mpany %-.'I r- 4J �c arfo,CPA Controller i 46 Waltham Street, Floor 2A Boston, MA 02118 617.423.0870 F 617.423.0872 www.seadar.com �IMETown of Barnstable 0 Building Department - 200 Main Street BA"ST"LE, * Hyannis MA 02601 MASS 9�A 16g9. , (508) 862-4038 rF0 MA't s Certificate of Occupancy Application Number: 200802903 CO Number: 20100070 Parcel ID: 034071 CO Issue Date: 05114/10 Location: 102 BLUFF POINT DRIVE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: C.H. NEWTOWN BUILDERS INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: �zt� Building Department Signature Date Signed a�tNET, TOWN OF BARNSTABLE Building• v Application Ref: 200802903 BARNSTABLE, Issue Date: 06/17/08 PermtI y MASS. 9` Applicant:licant: C.H.NEWTOWN BUILDERS INC. arFO N1A�a� pp Permit Number: B 20081251 Proposed Use: ACCESSORY LAND W/IMPROVEMNTS Expiration Date: 12/15/08 [Location 102 BLUFF POINT DRIVE Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 034071 Permit Fee$ 7,650.00 Contractor CONNOLY, EDWARD J SR Village COTUIT App Fee$ 100.00 License Num Est Construction Cost$ 1,500,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A 4 BEDROOM,4 FULL BATH HOME WITH 2 CAR THIS CARD MUST BE KEPT POSTED UNTIL FINAL LATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY 1S REQUIRED,SUCH Owner on Record: SELLDORFF, FRANK R 81 NANCY M BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 10 ROWES WHARF-UNIT 1204 INSPECTION HAS BEEN MADE. BOSTON, MA 02110 Application Entered by: RM Building Permit Issued By: 2"`� 4���°��-�"'�� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENfS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1. FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6. FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). `f • • • • "+ 1 ."'eta Sr k� -+.• `- ` ri � BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 � [ �) .LUC /e "14 s. 3 71✓ 2 f IZ 10 01 2 fi t�b� 2 (/ >�V c5 3 /W P ✓SA"• I Heating Inspection Approvals Engineering Dept tJ i Fide 0 pr / S 7 2 '� Q � ��S BoaQ�'Health a ��G S a� D� NIf nce frO��hI ASSESSORS REF.: A111h0^y A2976 5 mo�e�s Map 034, Parcel 071 tad _ 47'53'E Woe i N46 160t (REC) I \ ZONE: Right Of Wi i RF \ Area (min.) 87,120 SF RPOD Frontage (min) 150' \ Width (min) no Setbacks: \ Fron t 30' Side 75' Rear 15' OVERLAY DISTRICT: 1!9.5 Lot 9 \ AP — Aquifer Protection District ` 44,000 Sr(by Plan) FLOOD ZONE: �.` `• 9 Zones All, A13, V17, o B & C (see plan) Community Panel No. #250001 0018 D C = July 2, 1992 Concrete Pier (typ) 0 O )� � C ` l9 G 3 .P (Y' O t3 po r+ N \ \ T c AW1 30.8' #102 O (D/01 p i \ i o ! I \ New Concrete 31� Foundation 60.7' 1p R 25.001 126f 55 B/pH= 23.781 N 4916 E C nd r CB/DH' Fn d NIF Bluff P01268 9241'uSt Nz SHOE M4S I certify that the foundation shown hereon conforms to p1, ,.,a G �,n.z� the setback requirements of the Zoning Bylaws of the PLOT PLAN tl33312 j� town of Barnstable. C`T 102_BLUFF-POIN� q9 BARIV TA- BLE Profess Surveyor Date i(COTUIT-) NOTES: MASS, DATE: 201JUN108 SCALE: 1"= 40 ' 1.) The foundation shown was located on the ground 0 10 20 ,30 40 60 80 FEET by conventional survey methods on 19/JUN/08. PREPARED FOR: 2.) The property line information shown hereon was Fronk & Nancy Selldorff compiled from available record information. 10 Rowes Wharf Boston MA 02110 .3.) This plan is not for recording and is not to be used for construction layout or deed description PREPARED BY: CapeSury purposes. 7 Parker Rood Osterville MA 02655 DWG #: MLL/RLH FIELD BY: MLL/DWB (508) 420-3994 / 420-3995fox f Rot CXI rJ rr� OF eAf?lq'T ABLE To of Bw=tAble 100�MAR � ! ptl 12. 3 7 Ragplatory Services Buflft J i on of 91S N Tom r-al7,Bum coa awaner Of m:'5084624038 Fax 508-990-6230 NOTICE TO TM&BUEL DIId'O I)MION OF WITHDRAWAL OF LICENSED CONSTRUCTION SMRVOOR FROM PROJECT v11> i�►c war o PJ - w �.C.oWt uction.Sttper�3sar Ias�se .#_ 4 19 - ,hereby mrtify that I am no longer the Condmmtion Supervisor listed on the application for the project under constmetton as authorized by building permit t Za6' 'er!Z&l .issued to (property address) 102— 9 L uFF ¢>c j P-J-1 .Z)e.l vE C o-ro rr an I also cMtify that on -23 3/ — 200__'�__,I notified the property enter,that the project under construction must cease until a successor licensed Consftstotx Supervisor, is submitted an the records of the Building Division. LICENS1311OIDER DA ga=01,newmts rdmce K s 790 C Mt 1 `1Fd OF BARNST'ABLE . Town of Bamutable 2609 MAR I I PM 12: 37 ftoamte Geft,motorDIVISION TOM n Bufft C9 ®nok Ivtain�Ca€�t,Ylia,lVfA 8d�11 .. .0ffiice: 308462-40 8 Fes: 508-7904ZO `1>4 VtT> N c WTZ f j — -.Cosl9ttuction.S'` p or license # 4619 hereby►=*that I am no longer the Con&uction Supervssar listed on the application for the project Under eonsteuction as authorized by building permit 2_676":31 Z91 .issudd to(prop addmg) - LET— $L ur—F P o c o—rL) If ..----on I also Calify that on 3/ 200-,Inotifed the property owner,tb t the project under wnstruction must cease until a successor licemed Construction Supervisor, L is submitted on the iwords of the Building Di+iitimi t1cWSB EOLDER IDA'It q/i�m9tP.�wcan� e4f�Ilce It 5 988 C!�/cR . A0 \ \ / \ �✓ to / P ........................._........... _ \ _; 1 I / I I so b I 1 1\ � \ I I / / f / 1 3 '/�►` I .b. 3 ; sAl v y tt A �t �• � ` �� / 1 / � 1 1 fa 1 1 1 j 1 I 1 / j /�/j// / ��. j♦ o a � � / / I 1 / I I i I / �.i♦♦i♦ ♦'tee mod �� ♦/ / � ./ /• �, I I. / ♦ /i /i/ / ♦ / fox ♦ � / �/ //i / / / �,4 � � / // / // // •I — // / /i//� /mil/// //� � // 1 / / `ems' / /♦� / /i /// c i �` // I /g%c / %, a [%' ♦' ♦i/////�/ /�//♦� /// // g // / fit IN s. 1 _ ♦�/ / / / d� e ramr^^ %A11 1 ch / �r m y / / 1 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map . � � 7Parcel O Application # Health-Division f/:.` o0 2 Date Issued _ Conservation'Division Application Fee _ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 10 2 aLV i=1= PO I V � Village CO'TV t T Owner F?AN V— ►N A-N C Address. 0 W E S V\J Telephone G i rl— 419 J g 9 55 V N ITi2o4 13v s ra N �-t R Permit Request C OK) s V--L) 7y L,(_, A n--Ac t-1 G-�9 rZACYE Square feet: 1st floor: existing—proposed-3A / nd floor: existing - proposed2m Total new 6'�`- Zonin District P �F/ ��o g Flood Plain Groundwater Overlay Project Valuation III o 4onstruction Type Nr✓W Lot Size 6 � Ace S-S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure i Historic House: ❑Yes ;X No On Old King's Highway: ❑Yes ❑ No Basement Type: 0 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) s Basement Unfinished Area(sq.ft) J J) SF Number of Baths: Full: existing new 9 Half: existing new 3 Number of Bedrooms: existing new Q Total Room Count (not including baths): existing new �� First Floor Room Count D Heat Type and Fuel: lam'Gas ❑Oil ❑ Electric ❑Other Central Air: XYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes J 1 No Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing Anew sizCecaShed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ).No If yes, site plan review# Current Use Proposed Use S4)-ME- E N APPLICANT INFORMATION ` (BUILDER OR HOMEOWNER) -c ~ o ca Name VA-V I b N G`J'a Q Telephone Number Address i A' S License# OZGS!�_ r IOQ V $K Home Improvement Contractor.# Worker's Compensation # V✓ d((,:5, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO T�0 y r?nJ �_ (1P41Y_C> t L� SIGNATURE DATE I r FOR OFFICIAL USE ONLY APPLICATION# a ` DATt 'SSLIED Mti 9;°AkCEL NO. .j ~ ADDRESS VILLAGE OWNER . . ' DATE OF INSPECTION: FOUNDATION z FRAME INSULATION re j ePweii__ FIREPLACE r . -ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` FINAL BUILDING DATE CLOSED OUT' , • - f ASSOCIATION PLAN NO. 'i f.• t . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information p 1 Please Print Ledbly Name(Business/Orgatuzation/IndividuaI): �{ IV ��I UV `J�l l \Je S Address: (°( Pit la (1`1 S i . City/State/Zip: OS T;L�?iV I C.C�� Mf'r Phone.#: 509-42-F -90-1-3 Are you an employer? Check the appropriate b Type of 0eject(required): 1.❑ I am a employer with 4.0 I am a general contractor and I 6 ew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees 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's rt paired.] 5. ❑ We are a corporation and its 10.❑Electricalrepairs 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 cheep box#1 must also fill out the section below showing thew workers'compensation policy information. t Homeowner;who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Icontraetors that check this box must attached an additional sheet showing the name of the sub-cunt 2do s and state whether or not those entities have ertployees. If the sub-contractors have employees,they must provide their warkers'comp.policy mmnber. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. I K, I Insurance Company Name: O t Vk N [ Policy#or Self-ins.Lic.#: w6,A 00 -,? 4 1 1 Expiration Date: U Job Site Address: t0,�, City/State/zip: CO-ti_�t+ MA 02-(c,3 S Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to scone coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 ins mince coverage verification. I do hereby under the pains-and penalties of perjury that the information provided above is true and correct Signature: Date: Phone# Cl0/-3 Official use-only. Do not write in this area,to be completed by city or town offu:iaL 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 a t 9 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 hiie, 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 foregomg.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 insurance. 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 Towp 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 permittlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permMicense 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 afdavit 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 fixture 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 bum 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 C6mmonwealth of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-490.0 ext 4-06 or 1-977-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia I List of Subs for 102 Bluff Point Drive Cotuit Kirk Bater Roofing Medeiros Electric Northshore Forms Watson Framing Botelho Excavation &Septic i i } 1 ACQR-D- , CERTIFICATE OF LIABILITY INSURANCE �2/oe PRODuctft THS CEfi7 MATE 16 ISSMOAGA IWArMROFWRX IMAT N IUni.ted Ynsnranco Ageney, Xnc. ONLY AND 0019MONO140"LIKINTIECIER1 F'1G ATE 299 Main Street HOLDI5R IHISGINI FlCATEDOESNp� ANIBGLp[��� ALTIE THE CGVMA(EAFFMWNf7MEPQLIGkB 98. 0i P.O. Box 1013 BUZzaxds Say, MA 02532 M181lf MAFFOFUNGCOVERAGE _ It6UR� (N$uRmA-Providence Mutual E W Watson Ina INSUAMD;ATG r —�- 20 Stocktoit Shor@cUt Road — `aPnxahagt, MA 02571 — -- — elsURsi 0: INSURER E OOV6?Af3PB THS O M POLICIES OF INSURANCE UMO BELOW HAVE BEEN ISSUED TO INSURED NAMED ABOVE FOR 111E POLICY PERIOD INDICATED.%vCM YITHtT DING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUM -TWIIH RESPECT TO W141CH THIS CERTIFICATE MAY BE IS WED MAY PERTAIN,THE INSURANCEAPPORDED BY THE POLICIES DESCRIBED HEREIN ISSUBJECYTO ALLTHEYERMS,EXCL.USIONSAND OONDIn,INS DP UCH PDI,ICIES.AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �_.—•J.^.—. . •T �._— POLICYNUMB6+..� EFR� N .+.•�— LBdI1S , cX_a.►�1>3_u LLIA0 -1L". EACH �OAMLAt1Rc�RE�Nz►09TT aa 1 0 v0 ai A X COMMRAALGENERALL"LRY CPP0065601 7/12/071 7/12/08 0 OLMSMOH OCUR MEDoP(—m—pEnm) s 0 PE3ptPLAwUUiY a_ od000 a 13D WwLAC'mwATELw1TAPPUESPM I PRDDUM-00MPNPAGO S. 2,a0 000� x POLICY f LOO AYYCNMLISLUOLIIY I CDMBWEDSI6IOLBLIMt) ALI,DVWAI1ID8 II [00MYINJURr E HUMALIM I (BgnILYINJURY 9 1 NON-MCO AUTOSPROM"amum �9� 4 (PW"OV4 GARACtELIASq.IIY AUTDONLY.IAAGcmfi T ts —_ EAACC s ANYAuro FJICEaBil1MBRELW LW8l1TY EACH gmum ENC> s (OCCUR CLAMMADE ASOMMAM D91UCTIBLE RET s I ATu• I aTw warat9tSCOMPENS4tI0NAND 'K 8 LY+Hioet3**VmLnV 6016676 4/8108 4/8/09 E,LjCWACCIU8fT a 50 000 ANYARDRtIEIOWPpiTURMECUM F-L&SEAS- AEWLOYEE s__.. 50 _000 oFFY WM�,0 $a�uoeov sPtOALPR�om NSb&w rit pl •paUDYla+tr i 50 000 OTHER 1 D W RIPiIONCP DR:RAT10N8lLOCATI01�f Y@IDLESlEIICllJ9fONS ADDED BY EIIDQLgEMIJiTfBP£CUU.ppOVi91Ot6 caxpentry *Workers, Compeasatipn is inclusive of all officers *Certifycatti Solder is ale* listed as A"11 Tnoured onto GL CANC�l1-A I GEWIRCATEHMOM SHOULDANYOFTHBABMDMIOWDPOLif,�6AeD=EUSDBe�ORBTNE T1fJI1 O.IIi. NeTa�oa gttilderes DAMTHIAEDF,THESVJWOthL' MMW(lLINDEAWRMMA'L _LLo_DAYe PnTCN E'ax#611-723-2190 NORICEMTK90WnRCATd HOLDER mm'OTOTHI LEFT,OUT FAILIRET000 MOLL 98 Washington St. wORENOORLIARnONORLUIB8JTYCF ANY HINDUPON THE DMFWI,ITB OR guity # 202 R4EHTfiI1VE9• 13oston, XX 02114 ®AC RDCOIIPORATi 1968 ACORD SS 20D'I!o 10 39dd N01M3NHD 9990809809 6Z:11 800a/zt/90 A_CORD ' CERTIFICATE OF LIABILITY INSURANCE OP ID 19 DATEIMUMDIYYYY) Pft CER BOTEL-1 01 04 08 D• Francis Murphy Ins Agcy Inc THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Marlboro Office ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 200 Main Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. boro MA 01752 Pj..1e: 508-485-8211 Fax:508-485-4557 IN51QIEp-- INSURERS AFFORDING COVERAGE NAIC# INSURER A: American Home Aaeuraoca Co ��j� INSURER 8: Holyoke Mutual Insurance Co. George Botelho, Inc. ru// INSURERC: P.O*. ,-Box 3498 v� ;Waquoit MA 02536 INSURERD: COVERAGES .. INSURERS: V S OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING EMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR ,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH GREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPE OF INSURANCE POLICY NUMBER DATE MMID DATE MMIDDJYY LIMITS ERAL LIABILITY .. COMMERCIAL GENERAL LIABILITY CPP7017801 EACH OCCURRENCE S1000000 01/01/08 O1/Ol/09 PREMSES(Eaomeence) S250000 CLAIMS MADE �OCCUR MED EXP(Any one person) S5000 PERSONALAADVINJURY S1000000 GENERALAGGREGATE S2000000 'LAG CT GATE LIMIT APPLIES PER POLICY X j 1 LOC PRODUCTS-COMP/OP AGG 5 2 0 D 0 0 0 0 AUTOMOBILE LIABILITY Rmp Ben• 1000000.•,. ANYAUTO COMBINED SINGLE LIMIT(Ea accident) S 1000000 ALL OWNED AUTOS ,. B X SCHEDULED AUTOS HTC7 8 013 4 9 BODILY INJURY 01/01/08 01/01/09 (P-P--) S X HIRED ALTOS X. NON-OWNED ALTOS (�i (� M I} BODILY eraccI ent) S lUI t, U Imo- (Peracddent) ( O^ PROPERTY DAMAGE S Q (Per accident) GYUGARA0 LIABILITY N I I LJ AUTO ONLY-EA ACCIDENT S OTHER THAN EA ACC 5 AUTO ONLY: AGG S JXOCCUR LLA LIABILITY B CLAIMSMADE >1MC6054183 EACH OCCURRENCE S2000000 O1/01/08Ol/O1/09 AGGREGATE S E S S 10 0 0 0 S WORKERS COMPENSATION AND S A EMPLOYERS'LIABILITY X TORY LIMITS ER ANVPROPRIETOR/PARTNERlEXECl1TIVE ATC176517 01/01/08 01/O1/09 EL EACH ACCIDENT S 500000 OFFICER/MEMBER EXCLUDED?- ''' ' H yes,describe under E.L DISEASE-EA EMPLOYE• S 5 0 0 0 0 0 SPECIAL PROVISIONS below OTHER EL DISEASE-POLICY LIMIT S 5 0 0 0 0 0 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS C.H. Newton Builders are additional insured as respects general liability insurance JAN 0 8 ENTj CERTIFICATE HOLDER CANCELLATION CEM0 O l SHOULD ANY OF THE ABOVE DESCRIBED POLICIES HE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR C.H. Newton Builders REPRESENTATIVES, 92 No. Washington St, Ste 202 AUTHORIZ EPRESENT/+TIVE y j�l u O Boston MA 02114 -+GNVNM- ACORD 25(2001/08) ©ACORD CORPORATION 1988 ,12-06-107 11:55 FROM- T-063 P001/001 F-105 ACORD. CERTIFICATE OF LIABILITY INSURANCE °°'�'""'°°07 6/1/07 PRODUCM THIS CERTIFICATE IS ISSIPDASA MATTER OFINFORMATION Phil Richard & Associates ONLYAND CON fM NO RIGHTS UPONTHECERTIFICATE 491 Maple Street HOLDER.THIS CIERTIFICATEDOESNOfAMUD,E7TBOOR Suite 102 ALTER THE COVERAGE AFFORDSO BY THE POLJ CIES BELOW. Danvers, MA 01923 INSURERS AFFORDING COVERAGE NAIC# INSURE /lO�n INSURERA:Arbella Protection North Shore Forms //fir/ �o N�R � Ipswich, MA 01938 � P.O. Box 267 INSURERM I NSW RER D: i INSURER e COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATEO.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT%MTH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT MALL THE TERMS.EXrLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE UMTS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS.. LTR D' POLICYNUMBER UCEFRB: PI LIMITS 2PD GENERALLwenrr -cuRREWE $EIACH 1 000t 000 A cOmmERcWG84ER&UABBY 8500027156 .4/28/07 4/ /08®RM9S(I. $ 100 000 CLAMS MADE ®OCCUR D n (1JT MEDEW( awmmi 4 5,000 IIJ U FERSONA"mvINJURY i 000 000 DEC Z001 GENMALAGGREGATE S 0,000.00 GENLAGGREOATELmrrAPFUFSPER: PRODUCTS-CoMP/OPAGG is 2,000,000 mucY ;RE$ 0 UDC AUTOMOBLELIABRRY I i 'COMBINED SINGIP Lima A ANYAUTO 3653440 �� 7 4/17/08 (EoaddaM i ALLOWNEDAUTOS BODILY WJURY X SCHEDULED AUTOS (Ferpaam) a 100,000 HIRED AUTOS RY NON- NEDAU'= ((Fer " DI i 300,000 ri FRO( �aTMy)D s 100,000 (......... GARAGE LIABILITY AUTO ONLY-EAACCroFNT I S ANYAUTp OTHER TN"L? EAACC S I AUi 0NL. A1;C i EXCESSIUMBRE.LAUAB(IM EACHOCCURRENCE S OCCUR CLANSMADE AGGREGATE S a DEDUCTIBLE a REIElrTION i i WORKERSCOMPENSCMAND ATE UF;1 A E FLam;S'LIAaunr 9095571007 10/15/07 10/15/0d ANYICROTRIETOR/PNtTNDE�ECUTAe ELEACHACCIDENT S 100,000 oUfeec®ormum ELDISEABE-EAEAFLOYFE s 100,000 SP�.IALFROV1 lNSbabMv E.LO1SEASE-POUCYLIMrr a 500,000 OTHER i i DE9CRIPr1DN OF 0P6tATON9/LOCATX7NS/VpI CLES l EXCLUSKINS ADDED BY END ORSBdENT1 OVISIO NS EVIDENCE OF INSURANCE JAN 03 ENT'D C.H. NEWTON BIIILDERS INC. IS INCLUDED AS ADDITIONAL INSURED ON THE G MINAL LIABILITY POLICY. ow__ CE4TIRCATEHOLDER CANCI9_LATION 11 SHOULD ANYOF THE ABOVE OESCRI bED POLICIESSE CANCB.40 B13FORB THE E)WIRATION DATETHEREOF,THE ISSUING INSURER W¢LENDEAVORTOMWL 15 DAYSWRIT7M C.H. NEWTON BUILDERS INC. NOTIC ETD THIS CERMMTE HOLDER NAMED TOTHELEFT,BUT FAILURE MDOSOSU" 549 'WEST FAU4=H HIGHWAY IMPOSENOOBU6ATIONORLUIBILITYOFANYXINDUFON THE INSURER,TTSAGBJTSOR FAX # (508)548•-5330 RATS .-,.. WEST T'ALMOUTH, MA, 02574 AUTHORIZED REPR AMVKE . � ACORD 25(2001/08) ®ACORD COMPRATION 1988 Client#:3248 2NEWTONCH ACORD ,CERTIFICATE OF LIABILITY INSURANCE oii2s/o - °�"""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyanough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance C.H.Newton Builders,Inc. INSURER B: 98 North Washington Street,Suite 202 I INSURER C: Boston,MA 02114 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR NSRE TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DATE MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ REMISE occurrence) CLAIMS MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY jE 4 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMSMADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCA007321116 01/01/08 01/01/09 wcsTATu- OTH- EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $5OO OOO ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Officers are included under the workers compensation policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL In DAYS WRITTEN 367 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 2 #50666 LS1 © ACORD CORPORATION 1988 L Rx,Dete%.Time APR-01-2008(TUE) 02:35 P. 001 04/fvl/2008"14:29 FAX EDBEROCK- im 001/001 Town of Barnstable R_ epWaryServices ' , ! � # T,tso�e�'.Qa;1er�Dlreatar . Building DWott TROT, 12lei1db g Co=duionar ' 200 Main Btma1,Ry=la,Mi102602 ' Vvw�rtawa,berastabte�.ua ' Com som62.4038 Feat 508-790.6230 • Property meter Must ' Complete and Sign This Section ; If Using ABuilder ! 1, Ir a JIG- SE" DOFF ,lu 0W=of t1e Mu tCT Property 'hereby ev>bonze- ,�Fl� N. e W .?•!: f2wl C.mg; •to an on Mr be&A • is all rriattm Rktive to w0tk autWmd bytl 6 bn„1�permit appl md=for 102, st UFr✓ POINT l7n(ui , ell%) , (AdfUms job 4111 0 sipa ua Ck Chmer pry rya= 91?e Board of Building Regina 'ons and Standards - One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement-'.C. ontractor Registration Renistration: 107888 Type: Private Corporation Expiration: 8/10/2008 C.H. NEWTON BUILDERS, INC. David Newton PO BOX 922 Falmouth, MA 02541 r =- Update Address and return card.Mark reason for change. oPs•cn, a 9om-osros•Pca+ea '] Address ❑ Renewnl ❑ Employment --- Lost Curd ,o� ..- ✓/!Q TQ67N:t11611!!/QQl(/R O�✓�GQJJIIUtRJE�+l �`9 Bard of 0uilding Regulations and Standards , License or registration valid for Individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return tn: -Y Board or Building Re uladoas and Standards Regls4atlon;\�p7888 g g Uu Ashburton Place R ]30I Expirag it;l�-(�Q/2008 F '+ WWINKte CorporationBoston.Ma.02108 ,.. 1- t r� _;� Ei3Sg' �C.f C.H.NEWTON BuiLgrI �., L David Newton 549 Main Rd 28A W.Falmoulh.MA 02541'"�� Deputy Adminisirntor Not valid without signature ro Board o u=n a �iOns an Manar s g �la One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 46192 Restriction: 00 Blrthdate: 9/19/1960 Expiratlon: 9/19/2009 Tr# 3037 DAVID L NEWTON PO--BOX 922 _._._ .._._. ..__ .. ....._-- . FALMOUTH, MA 02541 Update Address and return card.Mark reason for change Address Renewal Lost Card DPS-CAI 0 5OM-MOB-PC8490 .......... - 4e ld ✓�� i.Board or Buiiding'Regulatlons and Standards Construction Supervisor License License: CS 46192 .13irthdate_:9f 19L1960 Ezplratlbn 9( B/2009 Tr# 3037 1�. . "Res�'ctfoili_170. . DAVID L NEWTON :'.,`'.. PO BOX 922 - FALMOUTH,MA 02541' Commissioner ATOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - Map Parcel j 1 pplicati on' # Health Division ue)d 5 Conservation Division b� Application Fee 4• Tax Collector , • Permit Fee ,Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board C Lk 0 4� Historic-OKH Preservation/Hyannis Project Street Address lO Z 3LurF A/I `1Jt2i v Village C O w 1 ' Owner + LL/t �f St,—_"01<RF Address /O PowE3 W/tr-1-ram uN T Telephone — L4, Fo 5�n1 A41i Permit Request - b eW Siiv - E -4-. IL-- cJ 1 N� Square feet: 1 st floor:existing " proposed 2nd floor:existing proposed Total new 93.SD Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type d -f- 0 E J?,v i L� Lot Size Az:�,2g5 Gran athered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes )4 No On Old King's Highway: ❑Yes CI�Io Basement Type:"�Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ''Number of Baths: Full:existing new Half:existing 0 new Number of Bedrooms: existing -2:� new Total Room Count(not including baths):existing new�� First Floor Room Count Heat Type anWes I: �as ❑Oil ❑ Electric ❑Other Central Air: ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes WN o , Detached garage:El existing ❑new size Pool:❑existing new size Barn:❑existing ❑new size z. Attached garage:❑existing Xnew size° cZf Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes '�No If yes, site plan review# Current Use 1.5� lb_ �7/i 4, Proposed Use lags _. - >- F. - —BUILDER INFORMATION Name 0- 14 /V e"'tom Z��, ldev_'�_ Telephone Number S� o/Z� �10 Address �( ( � M A rw ST• License# Lf6 1 S r e vo He C7 Z6 Home Improvement Contractor# tO t 7 Worker's Compensation# WC/-A 0 0'7 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T7 y e—N 4-- SIGNATUR1Eh��J �UAIAL DATE �Z y lop s ' ; k FOR OFFICIAL USE ONLY r AF-'r�'1LICATION# hATE ISSUED iMAP/PARCEL NO. _ ADDRESS VILLAGE i OWNER DATE OF INSPECTION: 1 FOUNDATION �� O FRAME INSULATION e FIREPLACE _ ELECTRICAL: ROUGH FINAL t PLUMBING:. ROUGH - FINAL i GAS: ROUGH FINAL FINAL BUILDING T DATE CLOSED OUT a ASSOCIATION PLAN NO. 7 - — is T Town of Barnstable Regulatory Services grAH MMAIM Thomas F.Geiler,Director �p 163¢ Building Division Thomas Per CBO,Building Com=ssioner 200 Main Street, Hyannis,MA 02601 www.town.barnst2ble.ma.us Office: 508-862-4038 Fax: 508-790-6230 4 Lmoe 0zt88 pe-c PLA REVIEW fc)o m a>t� '� °° o Owner. k Map/Parcel: D 3 07 Project Address /oZ ,piaffleiAvra1v& Builder: C r✓ /l/E w-r,,nl The following items were noted on reviewing: ' �¢NA �� R-Pt'Lc cam►-�cE ����r`e-.ter, /PEst�c[Lzlo�!'rt ,¢�j .Reviewed by: Date: Q:Fonns:Plnrvw 1 IS .T�SU�l�_ A�PUCAT70d W (LL., J3& �13 wl 11� &1 D �AT&2- TKA�rJ Ury Rx Dati/Tibe APR-07-20081MON1 19: 13 7814418721 P. 002 7814418721 NSTAR SUM SW3024 08:16:23 a.m. 04-08-2008 212 QNSTAR One NSTAR Way EL ECTR/C Westwood,Massachusetts 02090 OA 3 April 8,2008 Frank Selldorff 10 Rowes Wharf-Unit 1204 Boston, MA 02110 RE: 102 Bluff Point Drive,Cotult, MA Dear Mr. Selldorff: At NSTAR,we're committed to delivering great service. This letter serves as confirmation that, as of April 7, 2008, the electric service to 102 Bluff Point Drive,Cotuit, has been removed. Based on this information,there is no electric power at this address and you may proceed with the demolition. if you have any questions,please contact me at (781)441-3341. Sincemly, Vnd4aaTavares New Customer Connects " b i Rx Date/Time APR-03-2008(THU) 22:39 P. 001 APR-0'4-2008 FRI 11:22 AM KEYSPAN ENERGY FAX NO, 508 394 5019 P. 01/01 i Isi r+ica� w�� froljT/calm,.►y Ix"/ �VI'►itsPih 5oulh Varmouth, MA 02664 April 11,2008 Shcila I K: 508-4-28-9245 Ttl : 102 131ufl'Ti'oit►t Rd., Cotuit 111is is to con(irni that ilia natural gas line to the above address has been cut and capped as requested, 'Phis was done on April 3,2008. If you hate any questions please call me at 508-760-7481. Cp Susan McMullin Vicld Coordinator SI j Kcyslr,1n Delivoty Company I x Date/Time MAR-31-2008(MON) 19: 56 1508d287517. P. 002 M/01I2088 08:14 15084287517 COTUIT WATER DEPT PAGE 02 V-Vat it WTVIT tt#Er �P�Mr#xt[Pn# „ FTRE DISTRICT 4300 FALMOUTH ROAb, P.O. BOX 451 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 April 1, 2008 Mr. Frank Selldorff 10 Rowes Wharf #1204 Boston, MA 02110 Dear Mr. Selldorff, This letter confirms that the water has been turned off at 102 Bluff Point Drive. Please contact us the morning the demolition will begin so we can hook up a temporary water service for you. Sincezel , Sheri Leavenworth Business Manager of r Rx Date/Time .; APR-07-2008 (MON) 13 : 14 5085485330 P. 002 02/18/2008' 10:02__-5085485330 C H NEWTON PAGE 02/02 FP6(rev.3100) ✓ V. Max m'25' V&& V 4Z(l i Q&Q(o 775 PERMIT City or Town I DIG SAFE NUMBER Date [Start:Date., Permit Number (if applicable) f✓/ JZA7 this permit is granted In accordance with the provisions of M.G.L. Chapter 148,as provided in to C'. � f'✓�,✓� /3 fir• �i�-�.4'.F D�•'v�!r�-- (Full name of person,Firm or Corporation) /� ' for Restrictions: at Ad. (Give location by street and no.,or describe in such manner as to p/ovide adegpate identification of location) Fee Paid$ J D- his Per ' will expire on Signature of Official Granting Permit Title 1* This permit must be conspicuous poster, upon the premises *E Rx Date/Time APR-01-2008(TUE) 02: 35 P. 001 04/01/2008 14:29 FAX EOGEROCK- 001/001 i Town of Barnstable • Regglatory Services T,llomoe V.CQger,Director Bnfldkg-Divisiolt TowI!pM, Uldig Coaunieefona 200 Man Street;g nib,MA 02601 ' vwwtown,buWt0bI$ na us p oa; 508.862.4038 Fox, 508.790.6230 Property Owner Must • Complete and Sign This Section ' If'Using ABuikler 'e LLDO2f'-F ,e8 Owner of the subject ProPertp 'hereby authorize: ,C V. lyeW-r .g. f?V,l C•MIZ to act va raybeizA . . is all matte:relative to work authorized this bu�ding P a=k aPPli ai=f or. t'Y 1D2 B�uFF- Polnrr P�V'Lt s otjoTb I TV—aura of Owner Date Pnat Nz= A The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Please Print LetrLly Name(Business/Organ i ionllndividual): (� 4 N e w�y n l t cl-e✓s Address: q I a MA I N S T City/State/Zip: 0 S 1 ErLV t L 1 , 14 A Phone.#: 50 1-f z 4- °ro 13 Are you an employer? Check the appropriate bqa~ Tygrew etrct(required): 1.❑ Iam a employer with 4. I am a general contractor and I 6 consuction employees(full and/or part time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity.acitY• employees and have workers' 9. ❑Building addition [No workers' como.•insu ance comp.incnrance.t required.] 5. ❑ We are a corporation and its 10.0 electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their ME]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 belowsbowing their workers'comp==tion policy infarmation. 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 subcontractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: (��L�L l (T O klI�i t L Policy#or Self-ins.Lic.M � �° / 5 Expiration Date: Job Site Address: 1 D 2" 13 c arF P0/t-j A20A a City/state/zip:-,c y TVP•T— 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 tip 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 Investieations of the WA for inenra aCe coverage verification. I do hereby certi under the pains' pen ' s of perjury that the information provided ve is true and.correct Signature: �� C%�M ` Date. Phone Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M V. IlV I 1 P.O.SOX 586 Cotuit.MA 02635 508-477-7880 Gillmore Marine FAX 508-477-7740 g®orge.gillmore®verizon.net Contracting, To: Bob From: George Gillmore Fax: 508-790-6230 Pages: 12 phone: Datez 10/13/10 Re: 102 Bluff Point Drive cc: Order of Conditions SE34850 ❑Urgent ❑For Review ❑Please Comment ❑Please Reply ❑Please Recycle Comments: G Z - Cu 3 (n O CO o r- o M Ll Bk 2422E 1�a16666+�4686 'Massachusetts Department of Environmental Pr ection 'D3 Isp Bureau of Resource Protection - Wetlands I MassDEP File Number: WPA Form 5 Order of Conditions SEa- 4860 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to 4 237-14 Town of Bamstabi® Code A. General Information Imponant: Barnstable When filling t. From: Conservatlon Comminsion out forms on the computer, 2.This issuance is for(check one): a, : Order of Conditions b. [a Amended Order of Conditions use only the tab key to I To; Applicant: move your cursor-do not Frank R. and Nancy M. Selldorff use the return H.First Name k b.laat Name c.Organlaatlon 10 Rowes Wharf, Unit 1204 d.M®Iling Address Boston __ 'a" e,CitylTown MA 02110 f.stoto g.zip Code 4. Properly Owner(If different from applicant); a.Firm Name b.Lest Namo c.Organization D m e d.Mailing Address ids e.Cltylrown E state g.Zip Code s. Project location; 102 Bluff Point Drive Cotult a.Street Address b.Village 034 071 c,Assessors M®p Number d.Assessors Parcel Number Latitude and Longitude, If known: e.Lgtltude f.Longitude e. Property recorded at the Registry of Deeds for(attach additional Information if more than one parcel); Barnstable a.County b,cenficate Number(If reglatered land)I Plan/Lot 0 19498 225 C.800k d.Page 7. Oates; October 21,2009 November 17,2009 DEC — 12009 ®.0et®Notice o/Intent Fled D.Date Puhllo Hearin;Closed c.Data of Issuance s. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Site Plan a.Plan Title , Sullivan En in®erin Ina, P®ter Sullivan, P.E. Octtoberoter 15, 2009 b. a 8ipn®d and Stamped by d.Final Revieivn 1"=20'-Date - a Scale f.Additional Plan or Document Title ®.Date woaronne.doa•rov.2rzrroe Aomereote rovteed mr woos pop t or to i� r 'Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MasaDEP File Number, WPA Form 5 - Order of Conditions 8E8- 4850 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and 6 237-1 to § 237-14 Town of Ramstable Code B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act; Following the review of the above-referenoed Notice of Intent and based on the Information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following Interests of the Wetlands protection Act, Check all that apply. a. ❑ Public Water Supply b. N Land Containing shellfish c. ® Prevention of pollution d• ❑ Private Water supply e. ® Fisheries f• ® Protection of Wildlife Habitat g• d Groundwater Supply h, 0 Storm Damage Prevention I, 10 Flood Control 2. This Commission hereby finds the proJect,as proposed,is:(check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary In accordance with the performance standards set accordance with the Notice of Intent referenced above,the followi forth In the wetland®regulations.This Commission orders that all work shall be performed In n®Qener®I Conditions, and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because; b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth In the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these Interests,and a final Order of Conditions is Issued,A description of the performance standards which the Proposed work cannot most is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the Interests identified In the Wetlands Protection Act, Therefore,work on this Project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and Includes measures which are adequate to protect th®Act's Interests,and a final Order of Conditions Is Issued.A description of the specific Informer the which Its rests,lacking and why It is necessary Is attached to this Order as per 310 CMR I n o rmati), Inland Resource Area Impacts; Check all that apply below..(For Approvals Only) s• ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a.11"Or feet Resource Area Proposed Permitted Proposed Permitted a• El Bank Alteration Alteration Replacement Replacement a.tlneor feel b.linear lest c,pnear fast A.Fin�ar feet 5. ❑ bordering Vegetated Wetland a,Square feet b.oQuare rent C.6Quere feet d.aquare feet e• ❑ Land Under Waterbodies a.Square feat b.aqua— re feet and Waterways a square feet 4,square feet e.c1y dredged f.�,d"gad Wpotonns.eoo•,,,,.an7me as oNase w trtoee odes 7 of 10 'Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 Order of Conditions SE3. aeao Massachusetts Wetlands Protection Act'M.O.L, c. 131, §40 and i 237-1 to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted 7• ❑ bordering Land Alteration Alteration Replacement Replacement Subject to Flooding a.square feat b•square feat a square feet d,square lbet Cublo Feet Flood Storage e,cubic tbet I.cubic feet ®,cable feet h,cubic feed t3, D Isolated Land Subject to Flooding e,squer®feet b.square feat Cubic Feet Flood Storage o.cubic feet d,cubic fool e.cubic feet f,oubic f"t e• ❑ Riverfront area a.totals .feet q b.total eq.feet Sq ft within 100 ft C.square feet d.square feet e,square feet f,squaro feet Sq it between 100.200 ft 9.square feet h,square feet 1.6quera feet square feet Coastal Resource Aroa Impacts; Check all that apply below. (For Approvals Only) lo. ❑ Designated Port Areas Indicate size under Land Under the Ocean,below 11. ❑ Land Under the Ocean a.square Not b,square feel o,dy dredged d.rJy dredged 12, ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13, ❑ Coastal Beaches _ a•6quare heel b,square feet c.o/y nourishmt, d,c/y nourlshmt. 14, ❑ Coastal Dunes a,square feet b.Square feet c.c/y nourishmt. d, 1t;, IR Coastal Banks approx, 320 oh nourlenmL e.linear feet b.linear fast 1e- ❑ Rocky Intertidal Shores a.square feet b,square feet 1r. Q S®It Marshes a.square feet b.square feet o,square feet d.square feet 1e- ❑ Lend Under Salt Ponds Q.square teat b.square feat C.dy dredged d,cq dredged fe. �] Lend Containing Shellfish a,square feat b.square feet o,equare feet d.square "et 20. ❑ Fish Runs Indicate size under Coastal Banks,inland Bank,Land Under the Ocean, and/or Inland Land Under Waterbodles and Waterways, above a.dy dredged b,dy dredged 21. ❑ Land Subject to Coastal Storm Flowage ®.square teat b,square feet i rrrr wDafoml3.aoc•ie.,Z27Ag eamImble revises 4111200e j,` Pa0A3o710 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MeseDEP File Number: WPA Form 5 , order of Conditions SE3- 4850 Massachusetts Wetlands Protectlon Act M.G.L. C. 131, §40 and 237-1 to 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands.Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any Injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state,or local statutes, ordinances, bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the dato of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for In the Act; or b. the time for completion has been extended to a specified date more than three years,but less than five years,from the date of Issuance. If this Order Is intended to be valid for more than three Years, the extension date and the special circumstances warranting the extended time period are Sol forth as a special condition In this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the Issuing authority at least 30 days prior to the expiration data of the Order. S. Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, placter,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles,or parts of any of the foregoing. 7. This Order Is not final until all administrative appeal periods from this Order have elapsed, or If such an appeal hap been taken, until all proceedings before the Department have been completed. 6. No work shall be undertaken until the Order has become final and then has been recorded In the Registry of Deeds or the Land Court for the district In which the land is located,within the chain of title Of the affected property, In the case of recorded land, the Final Order shall also be noted In the Registry's Grantor Index under the name of the owner of the land upon which the proposed work Is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work Is done. The recording Information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 8. A sign shall be displayed at the site not less then two square feet or more then three square feet In- 9&e bearing the words, "Massachusetts Department of Environmental Protection"[or, "MassDEP"] "Ella Number SE3.4850 " woelonnA.Qee•rev.?/a7108 ®arftPA a nutted 4 IN= Pape 6 e110 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number. WPA Form g - Order of Conditlons SE3- 4850 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to 237-14 Town of Barnstable Code C. General Conditions Undar Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection Is requested to Issue a Superseding Order,the Conservation Commission shall be a parry to all agency proceedings and hearings before Mas&DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificata of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced In this order. 13. Any change to the plans idenilfled in Condition#12 above shall require the applicant to Inqul m re of the Conservation Commission In writing whether the change is signlficanl anough to require the filing of e new Notice of Intent. 14, The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and Inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for ftt evaluation. 16. This Order of Condillons shall apply to any successor In interest or successor in control of the p roperty subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and If the project Involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging, Once In place, the wetland boundary markers shall be maintained until'a Certificate of Compliance has been Issued by the Conservation Commission, 17- All sedimentation barriers shall be maintained in good repair until all disturbed areas hove been fully stabilized with vegetation or other means.At no time shall sediments be deposited In a wetland or water body, During construction,the applicant or his/her designee shall Inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall Immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion end/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. The work associated with this Ordor is (1)[J Is not(z)0 subject to the Massachusattto Stormwater Policy Standards. If the work is subject to the Stormwater Policy,the following conditions apply to this work and are Incorporated Into this order., a) No work, including site preparation, land disturbance, construction and redevelopment, shall commence unless and until the construction period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 Is approved in writing by the issuing authority. Until the site Is fully stabilized,construction period erosion,sedimentatlon and pollution control measures and beat management practices (BMPs)shall be Implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if applicable,the Stormwater pollution Plan required by the National Discharge Elimination System Construction Genoral Permit. rVefoMSAM•MV.?m/OD �1hPf8Dl0 revlapQ V I1/2O0a Pew a of 10 It Ub -Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Numbet: WPA Form 5 - Order of Conditions SE3- 4850 Massachusetts Wetlands Protection Act M.G.L. c, 131, §40 and & 237-1 to & 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protectlon Act(cont.) b) No stormwator runoff may be discharged to the post-construction stormwater BMPs until written approval Is received from the issuing authority. To request written approval,the following must be Ll plans signed and stamped by a registered professional engineer certifying the site Is fully stabill u submitted; illicit discharge compliance statement required by Stormwater Standard 10 and a®-bilt all construction period stormwater Bmpa and any illicit discharges to the stormwater management system have been removed;and all post-construction stormwater BMPs were Installed In accordance with the plans(including all planting plans)approved by the Issuing authority, and have been Inspected to ensure they are not damaged and will function properly, c) Prior to requesting a Certificate of Compliance,the responsible patty(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance (0& M) Compliance Statement for the Stormwater BMPs,This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be notified In writing of their continuing legal responsibility to operate and maintain the etormwater management BMPs and Implement the Pollution Prevention Plan;and 2.The'Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate," d) Post-construction pollution prevention and source control shall be implemented In accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, If applicable, the Stormwater pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit, e) Unless and until another party accepts responsibility, the Issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption, the landowner of the property must submit to the Issuing authority a legally binding agreement acceptable to the Issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP, and that the proposed responsible parry shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Arty failure of the proposed responsible party to Implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a Implement viola on of the Order of Conditions or Certificate of Compliance. In the case of tor MP l be a that are serving more than one lot, the legally binding agreement shall also Identify the lots that will be serviced in the Stormwater BMPe. A plan and easement deed that grants the responslot party access to perform the required operation and maintenance must be submitted along with the legally pa binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with e design plane, the Operation and Maintenance Plan section of the approved &tormwater Repo th the Massachusetts Stormwater Handbook. rt, and g) The responsible party shall; 1. Maintain an operation and maintenance log for the last three years including inspecti repairs, replacement and disposal (for disposal the log shall indicate the't on®,ype of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request; and 3. Allow members and agents of the MessDEP and the Conservation Commission to enter and Inspect the premises to evaluate and ensure that the responsible party compiles with the Operation and Maintenance requirements for each BMP set forth In the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMP®shall be disposed of In accordance with all applicable federal, state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined In 310 CMR 10.04 are prohibited. wpnfomis.doo rev,W27= Bame101e Weed 4111/,d00s P406 6 or 10 Massachusetts Department of Environmental Protectlon Bureau of Resource Protection , Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4850 'LLI Massachusetts Wetlands Protection Act M.G.L. c, 131, §40 and 4 237-1 to G 237-14 Town of Barnstable Code C. General Conditions Und®r Massachusetts Wetlands Protection Act (cost.) 1) The stormwater management system approved In the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority, Areas designated as qualifying pervious areas for purpose of the L.ow Impact Site Design Credit shall not be altered without the ri written approval of the Issuing authority. p or k) Access for maintenance of storrnwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall Include acceor3 gates. Fence(s)shall be at least elx inches above grade to allow for wildlife passage, Special Conditions(If you need more space for additional conditions, please attach a text document)- D. Findings Under Municipal Wetlands Bylaw or Ordinance 1, Is a municipal wetlands bylaw or ordinance applicable? IR Ye® Q No 2. The Barnstable hereby finds(check one that applies): C0naerv0on Cummleelon a, El that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically, J,237-1 to 237-14 Town of Barnstable Code 1,Municipal Ordinance or Bylaw 2.Cltadon Therefore, work on this project may not go forward unless and until a revised NoVoe of Intent Is submitted which provides measures which are adequate to meet these standards, and a final Order of Condltlons Is issued. b, ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: 237-1 to 1237-14 Town of Barnstable Code I.Municipal Ordinance or bylaw 2.Citalion s. The Commission orders that all work shall be performed In accordance with the following condlVons and with the Notice of Intent referenced above,To the extent that the following conditions modify or differ from the plans, specifications,or other proposals submitted with the Nodco of Intent,the conditions shall control, The speolal Cohdlllons relating to municipal ordinance or bylaw are as follows (if you need more space for additional condllloh®,.attach a text document): See pp. 7,1 7,2 and 7.3 i WPFft" Mc lev,227I0 BemnaEt�revises eh 1/2009 Papa 1o110 SE3-4850 Name., Frank R.&Nancy M. Seildorg Approved Plan October 15,2009 Site Plan by Peter Sullivaq,p.E. Special Conditions of Approval I. Preface Caution;Failure to comply with An Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a atop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more, The GSAMI QR0011114 of this Order begin on page 4 and continue on pages 5 throagb 7. The -92MIons are contained on pages 7.1,7.2 and 73 If neceasary.AM Conditions require your compliance, IL Prior to the start of work, the following conditions shall be satistled: 1, Within one ttitinth of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number B(recordings requirement)on page 4 shall be complied with, 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied inch, The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thoreoo to project 6ontractors prior to the start of work, Barnstable Conservation Commission Ems A=4 8s e n 3, General Condition 9 on page 4(sign requirement)shall be compiled with, 4. The Conservation Commission shall receive written notieo two(2)weeks its advance of the start of work, 5. The Natural Resources Department shall be notified at leant twenty-one(21)worldng days prior to the start of work at the site,to inspect the areas(particularly,any intertidal equipment traverse)for shellfish. if deemed necessary by the Shellfish Constable,shellfish shall be removed from the work area to a suitable site and/or replantod at the loon®following construction. The foregoing momwea for shellfish protection shall ensue at the expense of the applicant. � I Page 7.1 'k; At least one(1)month before work,the applicant shell strange a site meeting involving the contractor, the Town Shellfish Biologist and the Conservation Agent to discuss the work protocol. All work shall adhero to the work protocol as approved by the Conservation,Agent. XII. The following additional Conditions shall govern the project once work begins: 7. Geenoral conditions No, 12 and No. 13(changes in plan)on page 5 shall be complied with. B, The Conservation Commission,its employees,and its agents shall have a right of ontry to iuospect fbr compliance with the provisions of this Order of Conditions, 9. Unless extended,this permit is valid for three years from the date of issuance until DEC 1.0, Any fill used for this project shall be clean fill. Any fill shall contain no trash,refuse,rubbish,or debris. 11. All areas disturbed during construction shall be rovegetatcd immediately fbllowing completion of work at the site, No disturbed areas shall be loft unvegetated or unmulched for more than 30 days. Mulching shall not servo as a substitute for the requirement to revegetate disturbed areas at the conclusion of work. 12, Salt marsh shall not be disturbed. 13. CCA.treated piling and structural timber(groater than 3 inches thick)arc allowed.Otherwise,no CCA- treated or creosote-treated materials shall be used. 14. The proposed stairs shall be constructed a minimum of one foot above grade without solid risers. IS. Deck plank spacing fbr stair deoks shall boat least three-quarters(y.)of an , 16. Work shall occur during the off-season only: October 15 through May 1. 17, The area behind the bulkhead shall be filled with clean sand and planted in beach grass or suitable native shrubs,in consultation with the Conservation Agent, 1s. pemAnent piling shall be driven into place. Some initial pilot holo jetting is allowed. .19. Lead piling caps shall not be used, 20, Work on the bulkhead sball ensue mid-tide rising to rnid•tide falling or as otherwise necessary to provide a mininium 12"cloarance for the work barge above the substrate. IV. Auer all work Is comple4d,the following condition shall be promptly met: 21. At the completion of work,or by the expiration of this order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Bamajablo Conservation CommissionEM � ��d1�1�4.111>11��d�d returned yy�h tt g t' set fOr SQ ,Auanc�, When,a project has been completed in accordance with plans stamped by a registered prvfbssional engineer,aambiteet,landscape architect or land surveyor,a written statement by such a profbssional cons person f3''tag subataatial Page 7.2 p _ oompliattce with the plane and settN forth what deviation,if any,exiete with the record plans approved in. the Order®ball accompany the requoat for a Certifioate o f CoMpliauce, Page?.3 Aassachusatts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number. WPA Form 5 - Order of Conditions sEs. a 50 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and J 237.1 to § 237-14 Town of Barnstable Coda E. Issuance This Order is valid for three years, unless otherwise specified as a speciet DEC ~ 12009 condition pursuant to General Conditions 04, from the date of Issuance, 1.Date of I®a once Please Indicate the number of members who will sign this form: This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electronlcally, and the property owner, If different front applicant., . Signature - Notary Acknowledgement Commonwealth of Massachusetts County of Barnstable On this Day °f Month Before me, the undersigned Notary Public, Personally appearedName of Oocumant signet • proved to me through satisfactory evidence of Identification,which wastwere Description of evldencq of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose, As member of Barnstable City/Town Conservation Commission r�lr natu of ota /Pubtio ~ :PNt®d f tery P TgFYY PUBUC Place notary se®I and/or any stamp above TN or My Corn Ex 1 This Order Is issued to the applicant as follows: a by hand delivery on by certified mail, return receipt requested,on Date Nam® signature Date C 1 wpatwM5A00 v rev.Z27108 9Am 016 rooked 4/11=8 Pepe 9 0110 MISTABLE REGISTRY OF DEEDS 12=06—'07 11:55 FROM— T-063 F001/001 F-105 'ACORD CERTIFICATE OF LIABILITY INSURANCE D4 6;i,°;'"' PRODUCER THIS CERTIFICATE IS ISSLEDASA MATTER OF INFORMATION Phil Richard S Associates ONLYAND CONFERS NO RIGHTS UPON THECERTIFICATE 491 Maple Street HOLDIRTMSC8tTIFICATEDOES NOT AMEND,EXTHmOR ED Suite 102 ALTER THE COVERAGE AFFORD BY THEPOi..ICIE9BELOW. Danvers, MA 01923 INSURERSAF'FORDiNGCOVERAGE NAIL# INSURED North Shore Forms n INSURERA:Arbella Protection �o P.O. Box 267 O� INBUREtt4 Ipswich, MA 01938 INI;URERC: INSURER D: PNINURIR e . COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED To THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOIWTHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENTWITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 18 SUBJECT TO ALL THE TERMS.E)rLUS10NS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR W[rL U EFi�C PI POLIOYNUMBER LIMITS GENERALLUBILITY EACHOCCURRENCE (s 11000,000 A 7MERmALGENER&Umm 8500027156 4/28/07 4/28/08 IS£SF& s 100 000 CLAIMS MJME ®OCCUR D (� n M M®F� vwa rs >< 5 000 @ IL11 U PER ONVLaADVINJURY $ 1,000,000 0::I MEiALAGGREGATE 8 2 0 GEN'LAOMMATELIMITAFN'LBSFER: DEC 1 2007 PRODUCT5-COMPIOPA66 i 6 2,000,000 POLICY W 0= j A11YDMOBNLELlAE11LRY 1 COMBINED 6INGIE LIMIT -a p ANYAUTO 3653440 60 7 4/17/08 (Eowd� ALLOWdDAUTOS BODILY PUURY X SCHEDULED AUTOS lreraaaonJ a 100,000 HIRED AUTOS . RON-OV%NED AUTOS 1 I(err elaiy� S 300,000 I FRO ( �yTMy�AMAI�E a 100,000 5 GARAGE AuTo ONLY-EAAccroENT 15 AM''U I I EAACC S N AGG 6 EXCEMMBRELLAUARMITY FACHOCCURRENCE S OCCUR CLAIMS MADE AGGREGATE S S DEDUCTIBLE a RETENTION i a WORKERS COMPFNSIGRNNAND Y+' ATE OIH. A e�+yA���'�p�p��q� 9095571007 10/15/07 10/15/0d &Y0.1ERIMEMBl3t&T,N M ECUTAE E.L EACH ACCIDENT a 100,000 OFF EOC111 ELDISEABE-EA@INN'1bYEE 6 100,000 WALPROVWOV3 Dlbv EL DISEASE-Fumy L[dIT a 500,000 OTHER 1 i DESCRUnIONOF0MMnONS1LOCATIONSIVENCLE61DCCLUSIDHSADDE0BY END DRSELLENTN DNSIONS EVIDENCE OF INSURANCE JAN 0 3 ENTT C.N. NEWTON BUnDRRS INC. IS INCLUDED AS ADDITIONAL INSURED ON THE (MMRAL LIABILITY POLICY. -- AL CERTIFICATE HOLDER CANCELLATION 11 SHOULD ANYOF THE ABOVE OFSCRI IMM FOLIDLESBE CANCELLED BEPORS THE E)WIRATION DATETHEREDF.THE ISSUING INSURER WILL ENDEAVOR TOM 15 13ANSWRWTM C.H. NEWTON BUILDERS INC. NOTLC ETD TH6COMFICATE HOLDER NAMED TOTHELEMBUTFAILURETODOSOSIUU 549 WEST FAZM=H HIGHWAY IMPOSENOCBLIGATIONORWIBO.ITYOFANYNIND UPON THE INSURER,RSAGMTSOR FAX # (508)548-5330 RMIUMWArIVEM . WEST FAIMUTH, MA 02574 AUTHOR03D REPR AnV' • T ACORD 25(2001I05) ®ACORD CPOITATION 1988 Board of Building Regula 'ons and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement.;•Contractor Registration = Repistration: 107888 — Type: Private Corporation Expiration: 8/10/2008 C.H. NEWTON BUILDERS, INC. David Newton '=`=,';: PO BOX 922 _ Falmouth, MA 02541 -•== Update Address and return card.Mark reason for change. [� Address Renewal ❑ Employment •-• Lost Cord oP&Wll a snta•osroo•Pceaeo i ,,tpom� ..- - �a�aa��rattu+eal!/o�'✓lr!anuar✓u�elle aA� Board or Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If round return to: P" Board orBuildin Regulations and 5tandnrds Regiatratlon;\�DT888 g g PII?�hg=i;(j012008 ob Ashburton Piaco R 1301 Bton os .Ma.02108 ,.._.ypd t�Prinate Corporation C.H.NEWTON BUILD. Rg'I1LC_ j., lr David Newton 549 Main Rd 28A W.Falmoulh,MA 02541 "= Deputy Adminisirntor Not valid without signature 91te Board o u�l in a la�ons an =an �rs g One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 46192 Restriction: 00 Bi thdate: 9/19/1960 Expiration: 9/19/2009 Tr# 3037 DAVID L NEWTON - PO.-BOX 922 - - - - - FALMOUTH, MA 02541 - Update Address and return card.Mark reason for change Address Renewal Lost Card oas-CAS 0 50M-W06-Pc8490 . --........ --- ---... pO 74, ..Board of Buiiding•Regulations and Standards Construction Supervisor License Licepse: CS 46192 .Blrthd'& _:_g)1911980 Eiipit(on g7;9T2009 Tr# 3037 'Res�'ctfoi2=00. DAVID L NEwr0N '':=:: PO BOX 922 FALMOUTH,MA 0254f Commissioner Client#:3248 2NEWTONCH ACRC- CERTIFICATE OF LIABILITY INSURANCE DATE 0112908 108D/YYYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyanough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance C.H.Newton Builders,Inc. INSURER B: 98 North Washington Street,Suite 202 INSURER C: Boston,MA 02114 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD' POLICY EFFECTIVE POLICY EXPIRATION LTR INSRN TYPE OF INSURANCE POLICY NUMBER, DATE MM D DATE(MMtDDrfn LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ ,tEMISECLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCA007321116 01/01/08 01/01/09 WC STATU- JOTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT s500,000 OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Officers are included under the workers compensation policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1fl DAYS WRITTEN 367 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 Of 2 #50666 LS1 © ACORD CORPORATION 1988 I � a Bk 2233.3 Ps251 �53819 09-13-2007 a 03 =42co ' RELEASE DEED I, MARY S. SULLIVAN, Trustee of The Seventeen Beech Tree Lane Realty Trust, under Declaration of Trust dated April 20, 2003,recorded with Barnstable County Registry of Deeds in Book 16871,Page 22, for consideration in the amount of One ($1.00), Dollar,paid, release to FRANK R. SELLDORFF and NANCY M. SELLDORFF, husband and wife, as tenants by the entirety,both of 10 Rowes Wharf, #1204,Boston,Massachusetts, 02110, all of my right,title and interest in and to the land,together with the buildings and improvements thereon located at 102 Bluff Point Drive, Barnstable(Cotuit)Barnstable County, Massachusetts, bounded and described as follows: z LOT 9,containing 44,000 square feet, more or less, shown on a plan of land entitled "DEFINITIVE SUBDIVISION PLAN OF COTUIT TRUST, BARNSTABLE(COTUIT) MASS., September 11, 1973, Scale: 1"= 80',New England Survey Service, Inc., Civil Engineers and Surveyors, 35 Wm. T.Morrissey Blvd.,Boston,Mass.",which said plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 280,Page 58. There is excepted from this conveyance, the easement, in common with the grantee and others legally entitled thereto, for access by foot to the shore over so much of said Lot 9 designated"Right of Way 10' Wide" as established by Paragraph E.1. of the Declaration of Restrictions of Bluff Point In Cotuit, dated May14, 1974, recorded in Book 2040, Page 184. �'- Bk 22333 Pg 252 #53819 The Grantor hereby certifies as follows: 1)that she is the sole trustee of The Seventeen Beech Tree Lane Realty Trust; 2)that said trust has not been altered, amended,revoked or terminated; 3)that the beneficiary of the.trust is not a corporation or a personal representative of an estate and is in all respects legally competent; and 4)that all of the beneficiaries of the trust have directed her, as trustee,to execute this deed for the consideration set forth herein. For Grantor's title reference is made to a certain easement set forth an the deed from Thomas A. Wooters, Trustee of Cotuit Trust,to William H. Sullivan, Jr., dated January 17, 1975,recorded in Book 2143,Page 094, and possible rights to enforce restriction relating to the location of the sewage disposal system located on land of the grantees (Lot 9,Plan Book 280, Page 58),as set forth in a deed from Thomas A. Wooters,Trustee,to John H.Bush and Barbara Ann Bush, dated September 2, 1977,recorded in Book 2578, Page 266, and in a deed from John H. Bush and Barbara Ann Bush to Julian M. Sobin and Leila F. Sobin, dated October 11, 1978,recorded in Barnstable County Registry of Deeds in Book 2875,Page 122. Bk 22333 Pg 253 #53819 WITNESS my hand and seal this ay of September, 2007. The Seventeen Beech Tree Lane Realty Trust By. f- i Mary . Sullivan, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable County On this Jt day of September, 2007, before me, the undersigned notary public, personally appeared Mary M. Sullivan, Trustee, proved to me through satisfactory evidence of identification,which was ?,.alsdtj-4L- KU O LVL6E t7 Gk to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public f,�I2 81 ZD l Z My commission expires: G. ARTHUR HYLAND, JR. Eq) Notary Public COMMONWIAITH OP MAUACMUSUTS My OOMMIUI611 h PIFIS Ooeomen IS,7012 BARNSTABLE COUNTY REGISTRY OF DEEDS BARNSTABLE REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE REGISTER 'd 0,60 No. D ,� Fee— � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC.HEALTH DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS Yes ZIppfication for Mooml *pgtem Conotruction �Perluit Application for a Permit to Construct C4 Repair( ) Upgrade( ) Abandon( ) Complete System D Individual Components Location Address or Lot No. 10 Z B LL1 F Ir POINT R D Owner's Name;Address,and Tel.No. CO-rwiT, MCSS FQANK R. SE.LLOORFF Assessor's Map/Parcel 0 3 -1' /p-T 1 - 10 RowP-S WHARF 80 STo N M AS 5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.609"128^3S4 4 SkLLI VAN M"&1 N&ERI"& I.NG -r PARKC---R ROAD OST45RVtL.LE t"I4SS Type of Building: Dwelling No.of Bedrooms 1-{ Lot Size 1. 01 A C sq-#--Garbage Grinder (NA) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4 4 0 gpd Design flow provided 4 to 1 gpd Plan Date MAY -L(,, 2G0 Number of sheets I Revision Date Title PR C Pas E D SITE PLAN &- S E PTI c. S Y.STea►M Size of Septic Tank 1500 &A%LLo NS Type of S.A.S. 1 2:K Z 10' LEAc-1A1NG GNAMR E IL Description of Soil 02GAVIJIC f,40E-RIAL-LgW&. YC-L:iSN [ARN CoA2sC- SAND tUyRSf6 —A; PRK .YELISH BRN Cori c&skkp 10VZ 4Iq-13-. DR.'IG Y605H 131ZN COA2SE5AND ICPYV--G-C1� IBRWISH 7EL.MEP• SAND IO%/R 414, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig Date %&K.Application Approved by Date Application Disapproved by: Date for the followings reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (X.) Repaired ( ) Upgraded ( ) Abandoned( )by at 102 t3Lu FF Pbi ryT RD , C—oTwT M4 S 5 has keen een constructed in ac idance with the provisions of Title 5 and the for Disposal System Construction Permit No. / Joe ated Installer Designer #bedrooms H Approved design flow L4 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector 6 . . ———Fee ��. . � — No. — ——— ———— — ————————————————— —— - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS lwiopoml-*pgtem Cong1ructiotr Vermit Permission is hereby granted to Construct (x) Repair ( ) . Upgrade ( ) Abandon ( ) System located at 10 z 13 LU FP Pal NT R.o AD lC o— Oft M.4 S-5 . and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special cohditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by J REScheck Software Version 4.1.4 Compliance Certificate Project Title: Selldorlf Main House Report Date:05/30/08 Data filename:c:\Check\REScheck\Selldorff.rck Energy Code: 2000 IECC Location: Cotuit,Massachusetts Construction Type: Single Family Glazing Area Percentage: 31%* Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 102 Bluff Point Drive Frank and Nancy Selldorff Nicholaeff Architecture+Design Cotuit,MA 02635 10 Post Office Square 812 Nain Street North Tower Suite 551 Osterville,MA 02655 Boston,MA 02109 (508)420-5298 (617)412-4325 admin@dorevenicholaeff.com frank@momentumequity.com Compliance:Pa' eS ss Compliance:7.0%Better Than Code Maximum UA:1276 Your UA:1187 Gross Cavity Cont Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Combined Ceiling Areas:Flat Ceiling or Scissor Truss 3225 38.0 0.0 97 First Floor Exterior Walls:Wood Frame,16"o.c. 2870 19.0 0.0 116 Window 101:Other 15 0.320 5 Window 102:Other 13 0.320 4 Window 103:Other 13 0.320 4 Window 104:Other 13 0.320 4 Window 105:Other 13 0.320 4 Window 106:Other 15 0.320 5 Window 115:Other 18 0.320 6 Window 116:Other 18 0.320 6 Window 119:Other 18 0.320 6 Window 120:Other 18 0.320 6 Door 101(Front Door):Glass 83 0.320 27 Door 118A:Glass 49 0.320 16 Door 1161):Glass 26 0.320 8 Door 116E:Glass 26 0.320 8 Door 116F:Glass 26 0.320 8 Door 111A:Glass 49 0.320 16 Door 115B:Glass 49 0.320 16 Door 116B:Glass 49 0.320 16 Door 115A:Glass 26 0.320 8 Door 115C:Glass 26 0.320 8 Door 116A:Glass 26 0.320 8 Door 116C:Glass 26 0.320 8 Door 1121):Glass 49 0.320 16 Door 110B:Glass 49 0.320 16 Door 110A:Glass 26 0.320 8 Door 110C:Glass 26 0.320 8 Door 112A(Garage Door):Solid 83 0.500 42 Door 112B(Garage Door):Solid 83 0.500 42 Second Floor Exterior Walls:Wood Frame,16"o.c. 2200 19.0 0.0 80 Window 201:Other 11 0.320 4 Window 202:Other 15 0.320 5 Project Title: Selldorff Main House Report date: 05/30/08 Data filename: c:\Check\REScheck\Selldorff.rck Page 1 of 3 i� Window 203:Other 15 0.320 5 Window 204:Other 15 0.320 5 Window 205:Other 11 0.320 4 Window 206:Other 8 0.320 3 Window 208:Other 8 0.320 3 Window 209A/B:Other 17 0.320 5 Window 210A/B:Other 17 0.320 ,5 Window 211A/B:Other 17 0.320 5 Window 212A/B:Other 17 0.320 5 Window 213:Other 10 0.320 3 Window 214:Other 11 0.320 4 Window 215A/B:Other 27 0.320 9 Window 216A/B:Other 27 0.320 9 Window 217A/B:Other 27 0.320 9 Window 218A/B:Other 27 0.320 9 Window 219A/B:Other 27 0.320 9 Window 220A/B:Other 27 0.320 9 Door 203B:Glass 26 0.320 8 Door 203C:Glass 49 0.320 16 Door 2031):Glass 26 0.320 8 Door 204A:Glass 49 0.320 16 Door 211A:-Glass 26 0.320 8 Door 21.1 B:Glass 49 0.320 16 Door 211C.-Glass 26 0.320 8 Door 21613:Glass 49 0.320 16 Door 218A:Glass 26 0.320 8 Door 21813:Glass 49 0.320 16 Door 218C:Glass 26 0.320 8 Door 221A:Glass 26 0.320 8 Door 221 B:Glass 26 0.320 8 Door 221C:Glass 49 0.320 16 Door 2181):Glass 26 0.320 8 Third Floor Exterior Walls:Wood Frame,16"o.c. 1200 19.0 0.0 55 Window 301:Other 8 0.320 3 Window 302:Other 8 0.320 3 Window 303:Other 5 0.320 2 Window 304:Other 11 0.320 4 Window 305:Other 16 0.320 5 Window 306:Other 16 0.320 5 Window 307:Other 11 0.320 4 Window 308:Other 5 0.320 2 Door 302A:Glass 24 0.320 8 Door 30213:Glass 24 0.320 8 Door 302C:Glass 24 0.320 8 Door 302D:Glass 45 0.320 14 Door 302E:Glass 45 0.320 14 Door 302F:Glass 45 0.320 14 Basement Wall 1:Solid Concrete or Masonry 3000 19.0 0.0 138 Wall height:11.8' Depth below grade: 10.5' Insulation depth:9.3' Furnace 1:Forced Hot Air 95 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Selldorff Main House Report date: 05/30/08 Data filename:c:\Check\REScheck\Selldorff.rck Page 2 of 3 i y Name-Title Signature Date Project Notes: General Contractor: C.H.Newton Builders,Inc. 919 Main Street Osterville,MA 02655 Phone:(508)428-9013 Fax:(508)428-9245 { I Project Title: Selldorff Main House Report date: 05/30/08 Data filename:c:\Check\REScheck\Selldorff.rck Page 3 of 3 PHILBROOK ENGINEERING & CONSTRUCTION 107 Beach Street,Dennis,MA 02638-1826 Office—508-385-8682 E-mail—Tvarnphil@MSN.com NEW BUILDING CONSTRUCTION f N Date: 16 June 2008 o w To: Mr.Robert McKechnie Building Inspector—Town of Barnstablecc- From: T.Varnum Philbrook,P.E. ` RE: SELLDORFF Residence, 102 Bluff Point Drive,Cotuit,MA •. m N r`- Dear Mr.McKechnie; rn I have finished my design review of the SELLDORFF residence and am submitting the following infor- mation with my design summary as an attachment. There are very few areas that do not exceed both the Compliance tables and the WFCM 1 &2 Family Clip.3 Prescriptive requirements. As such I applied Para. 5301.2.1.1.3(7 h ed.)using ASCE Standard 7-05 for both snow and wind designs. The basic wind load is 110 MPH and the Exposure is C. The basic snow load is 30 lb/sq ft for the Town of Barnstable. I con- tinued with the Engineered Design IAW Para.5301.1.3 for beams,columns and steel deck components. 4 For la�eral,load there are combinations of shearwalls(as defined in Clip. 1 of the WFCM)and APA t z" $ Narrow Wall Bra in Panels w/header lapped connections. These walls occur around the perimeter and P g P a" z also at intervals a ross the width adjacent to the large bay rooms. By construction this will be a fully t? r sheath#ed house.'As such nailing,attachments and proper sheathing layouts will require final checks to a ensure compliance to specified framing and nailing requirements. There are some steel framed wind bents across the rear and the 2 story Atrium window wall is steel framed also. By way of summary these are some key construction techniques that re-occur throughout this house. They includ a.All plated-over rafter seat cuts and cathedral tails will require Simpson H2.5 clips to the plate/box b.Most ridge connections will be made w/steel straps over the top,placed below the plywood. The majority of rafters are cathedral framed so LUS hangers will be needed at ridges and hips. Heavy hip and valley connections will be made w/Timber-lok®screws c.The rear plywood panels on the I"floor require reduced nailing to meet wind shear loads d.The end garage wall will be portal framed IAW the APA Narrow Wall Bracing Method. The key here is the continuous spanning header beam which extends beyond the jack posts by 28"+each way e.The house/garage commonmall will require 7/16"plywood on one side as this is a shear zone f.The numerous stepped-back walls require rows of solid blocking in-line w/their layout. Supple-mental steel strap attachments are specified also to transfer shear to the floor diaphragms. EWP shop drawings will be received and reviewed to verify these requirements. If you have any further questions please do not hesitate to co (cell 508-364-1301). ��� ,: �qss P o Respectfully, � ti VARNUM o RHILBROOK MECHANICAL No. 30690 T.VARNUM PHILBROOK,P.E. 0 �G�'� 6 Jum zoos / NAI E PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: 107 DENN�, Sheet No: J of GENERAL DESCRIPTION Architect; Doreve Nicholaeff 420-5298 7th ed. Narratives 1 Family, 2-1/2 Story Residence w/ Full Basement, 2 Car Garage over Living Space below and Separate Guest/Pool House Location: SELLDORFF, 102 Bluff Point Drive, Cotuit, MA Construction: 2"x 6" @ 16" o/c Platform Frame w/ Concrete Foundation, ------------- Stick-built w/ L.V.L./L.S.L./Steel Beams 6 Columns SPECIAL CONSIDERATIONS Use Group(s) : R-4 (1 Family Residence) Www ------------- -Construction Type: 5B (unprotected) - note separation below ------------------ NV N www Misc or Comments: • Plan Reviews, Note Layout ----------------- • Design Layouts - Foundation b Girts w/ Roof, �Sr 3rd,• 2nd & 1st Floor Framing, Foundation • Construction Notes 6 Certifications �— DESIGN CONSIDERATIONS i Soil Data: - Site Plan or Boring Log available: YES Z ---------- Preparer of plan or log: CapeSurv, Inc. Job @ C-323.4 Direct Observation: YES, 11 APR 2008 from Cape Cod Atlas Qmp - Gravelly Sand, Cobbles Description: USCS = _SP_ Fairly Uniform SBC Class = _-8-_ Specifics: Br(allow) = _3,000 lb/sq ft Tbl. 5401.4.1 Fire Data: Full 1 hr Fire Separation between house and garage ---------- Space to include no direct access from Bedrooms. Loads SBC Location #/sq ft Dur Note ------ ---------- ---------- ---------- ---------- ------------------------ lst Floor 40 1.0 Standard 2nd Floor 40 1.0 Stiffer 3rd Floor 40 1.0 Stiffer Attic (stick built) 10 1.0 Non-Expan Balconys/Decks 60 1.0 1/2 Family Stairs/Corridors 40 _ 1.0 1/2 Family Partitions: 2x4/6 12 1.0 Bear/Non-Bear ASCE 7-05 and P(g) = 30 lb/sq ft from Tbl. 5301.2(5). SBC 7th ed. Snow - m = 12/12 (W<201) p(s) 20 1.15 Ct=1.10, Ce=.9 m = 0/12. (Drifted) p(f) 30 1.15 I=1.0, Cs=.62 ASCE' 7=05 Method 1 and V(33)- = 116 MPH from Tbl. 5301.2(4) SBC 7th ed. Wind - Speed = 110 MPH 6 Fig: 6-2 EXP C MEtH = 29 ft Wind - Ref Pres (Horix) 27 I=1.0, X=1.39 worst Zones A 6 C ave X m = 12/12 Wind - Ref Pres (Vert) -27 , I=1.0, X=1.39 worst Zones E & G ave 8 a m = 0/12 Loadings I 1st Fir 2nd Fir- 3rd Fir Attic Roofs Decks ------ ---------- ---------- ---------- ---------- ------------------------ LIVE LOAD 1 40 40 40 10 30 20 60 ---------- ---------- ---------- ---------- ------------------------ DEAD LOADS 1 13 17 14 9 12 13 18 Misc 1 TJ-WO Joists w/. FG 6 GWB, 2x8/10 Ceilings L Rafters + care—c�-s t • DESIGN w/ ( 55 60 55 20 45 35 80 rounding I w/ 5% on DL -NET UPLIFT = (0' to 10°) ( ) - .67( ) = lb/sq ft (-27) - .67 x (10) _ -20 lb/sq ft (NEG Snow) P82-FRW-7 ■■■■■■■■..■■■■■..■■■.■■■■.■■■■■I■■. ■ WME ■■■■■■ f��iimii�i■■■■■■■ MEMO■■INIM■■JOLEMEN■ Em■ u1mmm®mm®e®■m■■ ■■on ■ .e■ eme■■e■� .,�■■.■■■e■.. ■■ ■.m■■■ ■■■■.■■■..m■.■iiiiiii. iiC�:■■::■■■ ■emmmmi�mmmm®mmmmmm .■■■■ .. .. .■..:■:��....■..■■..... OMEN ON m�iiiiiii.®�iifii.�h�iiiil�.■ ■■■■ gym®■.■.. �■. .■ �©.■....®.. .■�i n E offlam■mm®mmmemmmmm■m■mmsm ■■ mom 0 ■.i 'ii®i®i�iii®C'oii®mii®i®®®®®i.mi■. ■ ■mi�mmmmmmmmmm■mmmmmmm®mmmmmmmmm ■■M®■M■®■®®M®■M■®o■■■■■ME■®eE■..■■■ ■■■■i®ii�i0�ii■■i�iiiiiii� �l��i...■■ ...■®®�iiiQil®miiii�®�"iiii�ii'�®�"i��'ii�i®�iii9i��ii'i�ili®®■i ■.■.i®iiii®i�■iii■i®ii ii®�liii®i■■i■ ■ ■.M ©E � ®e�■ e■m■■®ea.■ ■.■... ■■■■.■■■■■■i■■■imii■■ii■■oii�©■■i■i 0 i■®■■■■i.■■■■■■■■■■■■■■■■■■■■■■■■ i Bk 22333 Ps251 =53819 09-13-2007 a 03 _ •4.2c RELEASE DEED I, MARY S. SULLIVAN,Trustee of The Seventeen Beech Tree Lane Realty Trust, under Declaration of Trust dated April 20, 2003, recorded with Barnstable County Registry of Deeds in Book 16871,Page 22, for consideration in the amount of One ($1.00), Dollar,paid, release to FRANK R. SELLDORFF and NANCY M. SELLDORFF, husband and wife, as tenants by the entirety,both of 10 Rowes Wharf, #1204,Boston,Massachusetts, 02110, all of my right,title and interest in and to the land,together with the buildings and improvements thereon located at 102 Bluff Point Drive, Barnstable(Cotuit)Barnstable County, Massachusetts,bounded and described as follows: Z LOT 9, containing 44,000 square feet, more or less, shown on a plan of land entitled "DEFINITIVE SUBDIVISION PLAN OF COTUIT TRUST, BARNSTABLE (COTUIT) MASS., September 11, 1973, Scale: 1"= 80',New England Survey Service, Inc-,.Civil Engineers and Surveyors, 35 Wm. T. Morrissey Blvd.,Boston, Mass.",which said plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 280,Page 58. There is excepted from this conveyance, the easement, in common with the grantee and others legally entitled thereto, for access by foot to the shore over so much of said Lot 9 designated"Right of Way 10' Wide" as established by Paragraph E.1. of the Declaration of Restrictions of Bluff Point In Cotuit, dated Mayl4, 1974, recorded in Book 2040,Page 184. i n Bk 22333 Pg 252 #53819 The Grantor hereby certifies as follows: 1)that she is the sole trustee of The Seventeen Beech Tree Lane Realty Trust; 2)that said trust has not been altered,amended,revoked or terminated; 3)that the beneficiary of the trust is not a corporation or a personal representative of an estate and is in all respects legally competent; and 4)that all of the beneficiaries of the trust have directed her, as trustee, to execute this deed for the consideration set forth herein. For Grantor's title, reference is made to a certain easement set forth in the deed from Thomas A. Wooters, Trustee of Cotuit Trust, to William H. Sullivan, Jr., dated January 17, 1975, recorded in Book 2143, Page 094, and possible rights to enforce restriction relating to the location of the sewage disposal system located on land of the grantees (Lot 9, Plan Book 280, Page 58), as set forth in a deed from Thomas A. Wooters, Trustee, to John H.Bush and Barbara Ann Bush, dated September 2, 1977, recorded in Book 2578; Page 266, and in a deed from John H. Bush and Barbara Ann Bush to Julian M. Sobin and Leila F. Sobin, dated October 11, 1978,recorded in Barnstable County Registry of Deeds in Book 2875, Page 122. Bk 22333 Pg 253 #53819 WITNESS my hand and seal this /O-day of September, 2007. The Seventeen Beech Tree Lane Realty Trust By: Maryk- Sullivan, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable County On this I t day of September, 2007, before me, the undersigned notary public, personally appeared Mary M. Sullivan, Trustee, proved to me through satisfactory evidence of identification, which was Rosonr,4i.. 1::�u0wL.C-DGjF to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public f 12$1 ZO 1 Z My commission expires: G.ARTHUR HYLAND, JR. :. Notary Public COMMONWSAL14 OF MAssACHUsMS MY 481AR11016h holies 0000mou 21.2012 j BARNSTABLE COUINTY� ' REGISTRYTTPUE RUE OF DFrES ! 6ARNS7ABLE REGISTRY OF DEEDS COPY;A TEST .!OHN r.�nFADE,_BEGISTE� DOH ERTY POOL & SPA Main Drain De toil SOUTH EASTON, MA (508) 238-1491 o£rAic NOT TO scAt£ PLASTER TO . 'RING e. ANT/VORTEX COVER H YDROSTA TIC VAL VE /3 BARS AT 6" O.C. BOTH WA YS" ° 6" MIN_ GUNI TE 4000 P.S.Z. CONCRETE a DIRECT LINE TO I c� POOL FILTER J h I ecp I—1/2 STONE -. - b d — PLAN . — o _90 ,13 BARS•A T G� 6" O.C. BOTH WA YS 6" MIN. GUNI TE MAIN 4000 P"S.I. CON DRAIN . — PROFILE — Rim PREPARED FOR: DOHER TY POOL AND SPA HA YWARD-BO YN TON & WIL L 1AMS INC. H SUR VEYORS. Cl VIL ENGINEERS s 140 SCHOOL S T. -BROCK TON, MA. ti - �SS'ONAL cN�2 TELEPHONE NO. (508) 586. - 0628 SCALE:*-/ APPROVED BY: DRAWN BY % DATE:�O REVISED 71 • •y �`/`i/J� DRAWING NUMBER� y SELLDORFF t RESIDENCE t • 102 BLUFF POINT DRIVE + �• _ COTUIT,MA 02635 GENERAL NOTES: me orewMb enb•n o+ r•f• +e-To• oe.lom.eId I*11 msntl, I+ In01ana0 maroon or I raprar Meraq u• _ ow °by 1 � .n by eno 0.—.GrcP•NY PI D.r.v. 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O 6 +O +a 1 e L a6 DO .SW T011� O 1 M`r� TaYO• � 1eY�• 1 104 \ 1 I \\ \\ I �/ / - taut,•Alpo ry els• \\ PROJECTNUMBER:8L001 I \ DRAWN BY.w+,w \ , I 9GlE:AB NOTED DATE:APRIL I..2009 AIilR 1LY PLACLP00lT..f+OLAT \\ \ / a,VEPoPY ALL FIMeNEO FLOOR ELEVAT10Ne WI111 OVL piAW9JG8 RaORro FBJ.NO MRII JOTn eeAl.aTr Y OONHiTeXI1fON. f111C11 Y rroepilld - - e.000R0NATEVENEERBiONELOC9T1ON8\1RNARO+.GRAWr 5 a.STEP FOOTNO 1 NORIZpJTAL ro 1 VERl10N. ca,c eTn eLY 9.ALL pMEN8KNJ9MUGT BE ODp�JATEOAND MlLRED ALT610Y HOteeATJOMTOIr \\\ / • . W/ARp01EOTURAL p—TO OONBTRIKiROJ. e.81£EL BEAM POOKETB:PROVIpi I!•'XOXYBTEEL MlE94TWNON-BWrM a ..•.'•—J :.: •.•..::•�•'....•.�: \ \ ' •. - OPOUT BED.BEi BEAM POCTD?T ELEVATON Y REOUT@Dro ALLOW FOR BOTTOM .'.. •. ' OF STEEL ELEVATION,BEAPoNO PLATE.MlDOROVT BED. .pro::^,y,�: - T PR OE ALL NORIONTAI-WALL BARB W/W Xfe'O_Q-TEO OWNER BARB � ;6q,'_,�. `"^"��1'•7+�"^ coNFACTtm rv,m owa+a _ _ _-_ _ ____-___-__ _ ___—_ RUN BAOK ALONG THE WALL BARS ANDlM 6R10EDWEAO+pREOTKJN. �_ �_ _ _� �_� —_—_ .e•anu eLoox RERe.ORrsrgoK w/ooREBVEITTIOAi ANDoeP LrTTc aa6f.L. rae,srolLrs Ar FOUNDATION PLAN OPEN OWES DURING reRRAce Bue-BLAa FOLRI TO OREwTE UNRDNROROOp eTwmaTN Y eue corlcltam PIERS oowN ro FoonNG. 01.BLAB OEM.REINFORONO AND CRAM OONTROL J NTS: yy,v MAIN FRAME LAYOm AND AT COWMNS,ETC:AS SHOWN.THE SLAB CAN BE RACED T ' MONOu NOALL W,O OONGTRUOTIONJONTG(BREAKS).SETUPU. W1.<x1.•WWFON CONCRETE BRICK Po2ER8.OUT ALL OF CRACK OONIROL JOINTS AS OUIQO.Y A8 ) . O' n FOESISU!(NO MORE THAN 10 NOURS. [. 6UBTNK:KNE38-.'. 11 CUT DEPTN•1'ro I-Y.' ' FOUNDATION NOTES 131 SLAB CONTROL JOINT 6CALE:1 V 2--1--0 p FOUNDATION PLAN SCALE:1/a•-1'-0 L SELLDORFF RESIDENCE 102 BLUFF POINT DRIVE COTUIT,MA 02635 GENERAL NOTES: �e mewlno eno.0 o, ra "T m�*a bee..vew.me�, • ae•Ian•Imw.ua m a.ho ennp I IMby ro e.• ea by am am r e Probers D oT Don.. r _ NbntlaaO,AnNtwll be 1 No pen by Ily.n•II D O 8 10 Ib SO ]8 ]O ]b 1 Ao .b 6o L -J �tia e& To � 4 Ts eo es eo a6 0 0 mm odooro ano wo. ^ • •nl'puroa•:•.oeP1 wIT 31iT. '! _. 1 "^'ei I •-^I 1 qp• e 1 1.`O_ i�I I_.. ' �,'1 _ Yj 11_ _Y- I' 1 -"Y{ _ Y-P._ _�'- Y-1'_ _r"l d--i_ - D^ayn letoi I f I I I ' -I-1-I-1 4-I�-�I-I-I- r-I-�---I�-' '4- 1• -1- -I'_ _ '-,_I_ e I-H-I-I CI'-1-I-i-1 -J--H-f-•-1-M-1-- -'- '- -i'�^-1�•-I��--I- -H�1-I-Y--I -i�I- allorooenola.on,ne _ anOwiriO.snoP Oaew�rqu - - - � -I-I� ero*1 1 e•1or. 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PROJECTNUMBER:8-1 \ / ORAVM BY:ON,W —1E:AS NOTED DATE:APRIL 18.2008 SAM tlR JDIT MI1e1 5 1101110 \ \ / / .'SLAB ON QRAOE VAIM eitrW1.A>1Vl.e W.W.P.ON 0lNL POLY VAPOR AIR�'�PI.Ii�M'f>BI..AT BAARER.RAGE SLAB MONOLRI00 1OOONSTRUORON JOINT& IIIIC Yy 0000eLp eeALNfT b OViOMCK OON,ROL JOIMBAT MAW FRA&tEUWUiB AfID OOLUAwB \ \ / / WR,ON Ili HOUR90F R]U0. GOHGUSTO eLAe ' ].VERIPYALLMN EDFLOORELEVAn SWTDIOVILCQAWINOSPRlORTO OON8IAUCTgN. � ALTG%HA d01GG AT JOMOe'� � \ ].OOORpNATE VENEER STONE LOOATONS WT,H ARM.DRAvw06. .,&iEP FoonNo 1 HobuaNrAa ro 1 vT:RTCAL i \ ` / • &.ALL OMENaorvs Musr Be aoor+w+ATEOAwvEwaeD ,u�,.�•uv_1.n;;�.. '�� ••... •`�-yi,. wrAROHrreeruruL PRORr000NsmucnoN. '`,y',.t_'.:Si+`^v'4 S1a.+•'h cawACTTm ra,m o.Anno . I.OEOTEOM.MUST PROVmEW .• �L _ _ __� _ _ _—_ -—- _ _ _ _ _ _ _ _ _ _—�_ TITLE: FILL&INSPECTED PER A OUALIFlED TFOHNIOMI PRIDR ro POUi0i0 6tAB conc.em eTlc%eVPO1lTe AT DRnoe Ya oe SACH wAT.aum FOUNDATION PLAN eT,1m1oTH Ae eL.e conclleTe 1.STEELBEAM P :PROV Ice ve•%a%0'SiET3 RA TE S N - FOOTINGS DIMENSIONS OWBED.SETSEAM O@TYAIIONABROUREDro ALL -BOT1oI OF STEEL ELEVAITDN,BEARNO PLATE.AND GROUT BEG. 10.SLAB DEPRy REINFORONO AND CMG(OONIAOL JDPRe: TYO 9.PROVIDE ALL HOi020NTAL WALL BAR.9 W/?B'%7D'C>EDIO4TEDOORNER BAA9 MPJN FRAME UYOUT6 AND AT COLUMNS,ETC.AS 6NOWN.n1E 6lAB GN SE PULED RUN BAOK ALONG THE WALL BAR9 AND LAP 6Pl10EDe1 tiV>I dRECIgN. MONOLT Y WA ODNSTRUCTION JOINTS(B E S).SET UP a 1.411.4 W WFON - e,b OMUOO ES WR IER&ORYSTAO%W/ODR£B V I ORE AI•m MP UM0.&A06h1 CONCAETE BRICK Po2ERB.OUT ALL OF CMp(OOMROL JOIN18 AS OUIGYdY A8 l , O^ OPEN OOREB Ol1WN0 TERRACE BUB•6LAB POUR 1P OREAIE 11NREYJFOPOED POSSIBLE(NO MORE T1LVJ 12 IgURfi. 1 ,`DJ■ :C PIER9OOVM ro FOOTNO. SLAB Ti1Cw+E89-A•. CUT DEPnI-t•TO,•Y.' FOUNDATION NOTES 121 SLAB CONTROL JOINT SCALE:I I--I- 3 DIMENSIONS OF FOUNDATION FOOTINGS SCALE:,/A•_,'� 1 1 1'1 ,•, lv SELLDORFF RESIDENCE j 102 BLUFF POINT DRIVE COTUIT,MA 02E35 I s•r VRW To I111.A98 rloRrlAL Welawr cOnCRRe cO WY I,O4, W/CN`adD M CI 60 PWO1 COMP08R!DK%W/OX=LAYCR OP e.e WLLV.1 WWP OX a"-- 1U Te O=TALe APPLY V4 T•O PLYWOOD IIGPLOORIS - r No RADIANT eLAIN lR MCAT N AW V4 T•a P ILYWOOD elLrLooR URReAT=D eeGOXD PLAT= Ij'C%-miYa TYPO MAT�Rm- UNYR-TRO eXCCNO JOM eCALM. 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J STONE PAVERS OVER STONE PAVERS OVER STONE P STONE PAVERS OVER GENERAL NOTES: CONC.SLAB m PORCH CONC.SLAB m PORCH CONC.S GOHC.SLAB®PORCH (SEE LANDSCAPE PLAN) (SEE LANDSCAPE PLAN) (SEE LAND (SEE LANDSCAPE PLAN) me m.wbo•ra ml of pls bao,•nanpemarly, TOP OF FIRST SUBFLOOR TOPV.=OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR Ineio rea�nareoln o. D.E 32.0 ELEV.=32.0 .ror..•nly uw.eey ue a •n roman Nenprop.rry of Donv Nbnplaell,ArPNNgt Ino. d A• Q �}r Q r}r GgADE/PLdifTTIO No pM Neropf•Hell De ^Y •'f "'f ��V nrm oo.oorpo anon te. . .• •ny pluoo•e:a=aapt a n Dorav Nlonol•a11 A ronll•P1, Ina Any dll ..11e. ' dII..IL' dll ..11e' tli.P..Pe�el.:en111: tlrewNge.•noP tlrewlq• t'yY, •ntl tla 1.11••r•to De µ�me�`•.. Iry� II `Z'� o l2)a3 TES•6'O.C. 6.O.C. a3 TIES m �n°.neroninePnnennon (2)09 TIES o 6'O.G •'y n II r k O^lo.. VERT.•TOP,12.O.C. VERT,0 TOP,12'O.C. 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(4)a5 VERTICAL DOWELS ,>A (4)a5 VERTICAL DOWELS e 8'CMU BLOCK „ 8'CMU BLOCK VENEER SUPPORT ",y',^"�� �g3 8'CMU BL CK VENE 8' CMU BLOCK VENEER SUPPORT VENEER SUPPORT „��' JI d IT 'S"". .JI III' ° '�'2>,. •k: q. .JI d II' ° ° '�'•f`' I *, y ti,1 PR acE NUMBER:BL001 VLn`„ DMNM B DN.IN SCALE:AS NOTED TOP OF FOOTING ^=''H !10 TOP OF FOOTING '" TOP OF FOOTING �Z,, 1 9.94 .. ° .d° 9.94 e ° 'do L .. 9.94 p '' •e. ° . .° DAIS:APRL 1 B,24DB CONT.KEYWAY o O CONT.KEYWAY o II CONT.KEYWAY II BOT OF FOOTING .d BOT OF F .d '' BOT OF FOOTING .94 r 8.94OOTING y o y 8.94 tl r 12%4'0'SQUARE ra 12'X 4'0'SQUARE 4'C 12'X 4'0'SQUARE +'-a CONCRETE PAD W/5 CONCRETE PAD W/5 CONCRETE PAD W/5 EA 05 BARS EW EA a5 BARS FEW EA a5 BARS EW TITLE: FOUNDATION DETAILS S3 . 3 FOUNDATION PIER DETAIL AT MAIN ENTRY BDALE:I 1(2'-1'O 3 FOUNDATION PIER DETAIL scALE:11/Y_1•V Z FOUNDATION PIER DETAIL AT COVERED PORCH SCALE:I Im-1._ y RES DEONCE :t02 BLUFF PONT DRIVE COTUIT,MA 02635 { PROJECT OF A RESIDENCE FOR - 'h 4 SMOKE [)ETECT( r;LVIEW Mr - and Mrs . SELLDORFF �G� o GENERAL NOTES: BARNSTABLE : KEPT. Dq ao nDprppllpl Q 102 BLUFF POINT DRIVE intllcet rp��l �,pl„prpI y ono rpm rppany Of Dorovp COTUIT MA 02635 1 FIRE DEPARTMENT ""° P—n. DATE "m �o °y ppr R por000n for BOTH SIGNATURES.4,4E RFC�1.FInED FOR PERMITTING "° `o..DT.1D 1 w II'on p Irm Do o'vo`Nic'N olpoll tllperpppnclosr nnll,p `rtl—.161.1.11DO W..."to—pB'"'0' c 1-1""': CARBON MONOXIDE ALARMS a"T""o °' ' - MUST BE INSTALLED PER prp Ip pp.po a' MASSACHUSETTS BUILDING CODE + - x w ;C' Nicholaeff Architecture+Design ** PERMIT SET h* B12 Mph BVpp T s mno2855 SOB42p 52BB F SOB n2p 22n0 rvrtlBlpell. c D AI ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS PROJECT DIRECTORY DRAWING LIST �<c � NIC/yQAROUT `9TF�� SELLDORFF n�•••°m•�^ , w(bl ®�M cow GRID nTLFSI -,r nRA\7T\GS rpr OWNER TI.1 TITIF.$III3T Q T RESIDENCE ;,; °+ n ��--cm.m a um°.. MR.ANDMRS.SELLDORFF p 11 SwIL4TFlDORwAN O Q No.6622. w tozewrs vaNrDrm�E. o •.wem. °°eba , m's T 102 BLUFF POINT DRIVEFLOOR BO$TO N, WTtNi nw p2B3S Lw,i°xs•ta rrl�e l,o:a+a)m °rv�.uu °wit �o B AI3 TlflRDIIDORPUNN E7 cwKvc°uR.In DErrns COTUIT.MA 02635 W z•inw Im "L'" °oiwo °m mro• m�.�im s°m. AIA ROOF IIDORPUN �A (hA J oc+ IUPM A—E 1 6 R °rp) STRUCTURAL ENGINEERING AI3 SB+rPUN a eai w man nr .. u•m.a R SECTION n w. A2.1 BIIIIDINGENENATIONS rve io 1gpju,.°�O4'•u p* °yn�w. y N w T.VB R OK E PHIEE ROOK,P.E. sb.n p. PHILBROOK ENGINEERING B CONSTRUCTION A21 BUIIDINGSBCTIO 10NS nsnrl m , m wiB :i"•�°+cMO(e) COAxR� {� 107 BEACH STREET All BUILOMGSI�IIONS DF DENNIS,MA 02638 A22 BUIIDING SIi-DONS ` (508)385-8682 A4.1 SI�DON 1)1:1'ABS , ff emlW Iw b.°•1,.mr° e°Cn Nicholaeff 1.11Hip z° ® -p—p• wr PI>o,�ECi„D .R: —1 °"" "n"'oo0 LANDSCAPE ARCHITECT sTxLcluwu.DRne•L.cS m°m�.u.. 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IQ n ,A61+1 lit LI oil it rj A.Mi .I{IIili in xj ;!it la!Ili;?'!: "'z I'll I'll;i i I i ; I i I i i 6) 1 > z 0 F_Cn 0 0 + > -0 Im 5 m 0 A) r- M 'J i i I i� 41 ° . j 1 , : { / , / ;- . ., .� 1g 1412 0 -eon0,8 m (n T 3.5 z 0 H.. -0 m m M C)0 Cn r z H m z z + "0 MR -3 z 0 om C) -n #4 .m -n r SELL,DORFF RESIDENCE 102 BLUFF POINT DRIVE COTUIT;MA 02635 - I \ / g GENERAL NOTES: I \ �V. iab• , t Vy t�11 �aH Tnoa arewirp nM.1.cl DG C W boeo.brcargornonb. \ \ On�a I Rqp CLBV. at / A.Dne o Plone Inolcoloo tM1oroon or \ — \ yDf toy r 1•n ,ems — / oopoeonbn Nwramoln .yr�T,,�� no aroporry of Dorovo 121 -_ r Ya,a., /= � I uaasarnrrmb �� o wri l,em \ \ ..Y � ae er y,! \I �." ❑ Y ni1, 0e' a _ ooa�ooN u�l is / A.mocrcben�loo on mo 1 aawvpe,a,w arearw n bomrs >00 A'1111 rD:' wa>.omO\ ' /. r,. E. tea. z olno amni ro,i oQe el ! BRE°©ST — rah• , T.. / ora to bo ecolon. F4. 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NICy No.6622.T � / I \ BOSTON. w \ \ � MA � I \\ Fq(Ty O F SgP I \ PNO[Cr NuaeER: SIDo, ME:MAY W.p08 ni ,.NTBrwooaBmomeDouruE waewoowlDF smaNwccnnmmrsslru,TlPa TITLE: wx�ivaD.v�asm.un,wmrm®oemN�HDmoearoarne FIRST FLOOR PLAN 2.667 SO.FT. xouoeora.r<*.mlmrw.ealaasnbnw.amnmu¢soowDlxomn.wam+ma oawrur�.uarssoou,monem¢ a ur Ex,woB w.ua aw.er>m wry a u,rro wrzo o�maff ..auweaoBwRnraa av+ie:nurnswrm.rssus.cormcDmsaenrmurar e emeamrDwnnwaoworoosuuff.au°rmwmu.uaNm�ansssarD Al eNbiROW[[D:iM1YbD H9BeeriW�a9aWleE rawm)wr A.vrmnwv rDlAiW AREA CALCULATIONS 131 GENERAL NOTES 121 FIRST FLOOR PLAN SCALE:If—,7- 1 i — SELLDORFF RESIDENCE 102 BLUFF POINT DRIVE ` COTUIT,MA 02635 I 4'r4 j il 3 An w/bl _c +COsiB«vEnOPn COIKE4LlD n4 TEneR JTJTE.t OVE4 SA EvLY CA.OVER.— LY-YMR 3/AD • J40.nePL MEMB sne OVER]/a• !peLq�.,o.qeo ro P—« GENERAL NOTES: jq• %' oeee JOIJia• o.c w/een44 p B!TAILS) 4 e4lOE IJEE 1.7YB 4 tlrnwin0 4ntl All PI LJI No bpm.4rttln0onpnb. InopivpOntoO n s pa» pee] R 3.. ].]] peEV otl OY ontlrrom�n N N 9 V e V Rp.p♦ (}�{ O CWTOM METAL 4GPLE DeCI( 0.9 S gpel0 V Lf]a A ReLWTM.T Mu+ T.!PACED ; h°n°r°P°rIY°I DDr°r° 4 4 s• v«CR. A.—I Nklldmn.Archllxl Iz. of moll 10 � Q T/p d 1'- 4m. - n oaronr Poreon.- ••� uYliiotl pore°on for ,T^ —� 1 I ~t• 0"�i ormIi slon oa�,n°Illm T • 111 3 AOrLoryo oNI°l o n In0' N tl . l Byl �J QP n T B� W \ 4A n ,�,` r"%, tllecr4PonciPoron,no � - j BAT 7' d HROOM tlo,nile Aro to 00 g m w ° �tl�,ml4,n°.I,ono'o is, al ' y\ � S � yq�c " / olmonplonJ ortl to 00 �` � O S: tlraloa° N ```® DOORT v, y,ABTE40BEDROOM •(,m h ] /4'T `. e0 � \�,L O nrP to DP ec ♦ / IrYY 4 20'-113's I ^�° +y Q` ..� •`.. DALGOnY ' ,// v\ �t• v I � A uA° «.4 :D;4WEG6', i - °T J� 'SHO4'ER Op D1pp° 0 9T41R. -10Yp / {Jl. '.\/©I �\\� .�.'I Q ® ;LLwAY _ O 1 , Co4CenLEonFnsOTn e4JrlTEM y �`. yi • : ti I /// , / 9°. fT R x4 .sLee .+s Q. 6v1 oven T+eELow I w ,z zzo ov�R„�so «ERev 50.ttp / f� F Arm e4n4 M84 R p O EQAL a ClD°T \ V y q`� ]�EPC4 fT.�SElvlx e•ea � ° gg P v. DEEeG4 AUT! !�O CED44 O oeioloe4D yf DERJ®E IJEe PAneL 5 mB � \ ,� a ze eti ,y a P ,a�)• ,�-) —T—I•6T41 PQOPLe Dec. - y 1— r. Retwca/ « JVA °r CEo o t \ ^ T/y>, s Jv«E4e oenn _ / � gyp' rvl ! u ' L x + p• J•- • •tD Nicholeeff / —11. vERAL PR—s E // Architecture+Design w neL o D P4 1t'-1Y' B'9' 12'•1Y' 12`4Ye% T-5% T-Ste 12--4Y,' 3'-5 2--2' 10'-0]/e' 4'i/.' '-ZY' 9'QY.' owarwe.rnn oxss 39 8' 6'-11Y' 4'-SY' B'•85/e 4 19•-4s/e F 5oe ego 2im kk nm,ol°on.com I p . NICy0, o ° No.6622, T BOSTON, ~ \. 2 MA J I \ \ • np zxp / � / � O F PSgP I I • P(>D.ECT MIFnBER: SLOG, v v o `.� c DRnwn ev:au,w \ G 0 0 I \' \ .I •/ Sc4LE:es MOTEo L——————————————————————————————— ———————————————————————————— p4TE:M4Y 3o.21p8 ,.nmoloowonoxnDlDoel+wE ru+«.uoowlcs®wwo4s.o.erowr++wnDu4 - TITLE: RaFxba°as®R loanvmn naraeoloomr.EarrmxlBlrnuDmvrw000ne wnovvlE.ou. mwxa+wxs.mmanem� SECOND FLOOR PLAN 2,332 SOFT. xmama.rE*.anror.ccaRxamora...amswa.Ercoowwxwow.wmemn Rx+IDcwxssoor nnonFmwL x 4LmBaoa..usJwLB:anRu]onu.eaxDR°onER.+� � ..uLwmrnvummlBvuffr+ur.sanrtowxf'uPraElwr�nsasun.+aum, pJxRES.mDwOnWRDORO®JDULL41JIxeROvmHYb6/®Imd9�PD � = A1 . 2 �' pEEf ROp°¢QRWa0 R0M00rfIW°UOW18:16LAROWIAAxtWK4.J1lA,W GENERAL NOTES 2 SECOND FLOOR PLAN SCALE:1/4•_1'- 7 B SELLDORFF RESIDENCE 102 BLUFF.POINT DRIVE wi of conT> COTUIT.MA 02535 �. e`GfrOPin OL"W/.COMCGALe.D PAST@nGa raren oven u T.a�eePeRB.+e co.oven.oao wu.r-ADneaeD SOLDD.. MGtBRT. OVGR V. TBO SMM.MED T.aiCM -'PER EADBOe PT. VCR ON/I'EA A AD1T3 na'OC W/CGDAR BRD AT UnDERSOG ISEG DGTALSI -TOM METAL,PROPIP DECK - RAB .a6•Mtt RT.SPACGD S CM THAT A a SPRERE CANNOT PASS. wY,' a•DY! Sb' ate• awy,• w�:• FY GENERAL NOTES: Tne omwmD enD mi of Bn iDo®.eneroomeno, elOne R c Dens n Olc RreO In ewroey e meln nonpropa.ty RI Dproro Doff.Nr Inc. NO Don Noroo1 en.B.. crew ...... �io: Dry amour:o,ma.�w s++ ® ® h• Dormie.tiR�pi mo urm tsa y� \ •� Doc^o M�cnoiD cit awYi er. I ®TxexP ' axe ®r:e:P \\ .y/. n i < Deenoo aonrn �. JfY•e�__ �________ _� k OOonue ero mnD�O IT. m mo mronoon ®r. .► / Dimoneione mR rR oR .� os ``T�J ero io 0o e0 oioa� \ _ _ EnT RTAM�MEXT ROOKY/ O x Fy.�✓✓ asP� �xK. .F4� .-a4"a _�.�./xdt < THAT A Nicholaeff / Architecttecture+Design \ / / /Y \ erz mart streBr caoB+xo.ntn ozess F>OS a20222A0 Nlcjy �nC O 9t^ $ BOSTON• Fql TH F to I aloccrr+uiaeER: s�DDr 0Ht wn BY:w.w O SCALE:AS NOTED L_—_—_—_______—_—_—_—___—___—_—_ — _\\ Y'4 _ _ _—_—_—_—___—_________—__ _ MTE:nMY 30Jf+:N -ryt' 7r f wDR Dooa avErrsKa+s 6Row+u A�nosarau DaDR LewF azEs.+.roFs. TITLE: D.O.TOOpunw.rARUAI ADUOn OFFxrW DSE9 REOuaFDwDR TrE eDFNdr Dona FAsacATOR.•rrERgR uo EXTEPoOn Doan a v,..DDw rFwpus.rm ro THIRD FLOOR PLAN Auxar.wLess rror ED orx�RwvsE 788 SO.F7. rdi MAFE Tu TO FACE STUD OF FC- D FP T4.CEertERd OF ppDAOR—Dow.ORC0HT--THe uRtE6grtA .OnEmrSE. a.ALL E%rEROn w.it3 SrMu BE 2BB w4MwO.UrLLE66 WTED OTrERwt6E ' f �rAP+D�F9 wig ffFULr uSUTArED w/a Yj'IINFACED ;�� :��RDEDrBa���AT�wtTMP��D A 1 . 3 • w O.RieEROA33 w6uUTOR AeO RODE FPwMaq DNEK�iR6uwTEDwIRaO GENERAL NOTES 1-21 THIRD FLOOR PLAN SCALE:,/ -+ y SELLDORFF RESIDENCE 102 BLUFF POINT DRIVE COTUIT.MA 02635 I GENERAL NOTES: —� mo mowmo om mi of ua loam.orronoomono, no�m�m�n o00 0� moor c o ll� \ / monproaony of Dorom Nxnaopn,Amr,noc,Iz. 0 o gvpaeo:Pwcopl wIV, w I,ton pormipelon of,M10 Ilan Dorovo N \ C' - yro/ Anp:o to�cio.onM1 no ,wA 'r. orPwl,pseenop arovAnpa `) a broupn,to Va elbnUon "" Dlmoneib 01-1mpae l M1k bb pave ,� ^ orp 11 10 bo AV eta oeo ora to bPP P %/. / LAT zoor iln Lrl _ L/ \ Nichol8eT1 __«---- -----_ \ Architecture+Design / / a Q9S \ s,z rnpin spoor �AVLr aoo� F S 4 p PII,[prti F/O ryTc�C, o No.6622. BOSTON. W MA Jy 0 F%PSSPv� \ I / PpAGCf MR.,BER: SLOG, I � I \ \ I / / SCALE:AS r-TOTED \ DATE:nMY 30,2DOB �� Ail..:. Kt:•�:`.1(�Nl :S.•i<J L_____________________________-______ _ _ _ ________________________ F�_ TYPICAL ROOF CONSTRUCTION GENERAL ROOF NOTES TITLE: WESTERN RED CEDAR THICK BUTT ROOF SHINGLES ,. ALL RIDGE CONDITIONS SHALL HAVE CONTINUOUS ROOF PLAN PERFECTION GRADE,M1 BLUE LABEL OVER CEDAR RIDGES VENTS AND WOVEN SHINGLE CAPS. BREATHER OVER 30M ROOF FELT OVER 5/5•CDX 2. ALL VALLEYS SHALL BE CLOSEDM/OVEN WITH PLYWOOD-CONTINUOUS RIDGE VENT W/WOVEN CONCEALED FLASHING. SHINGLE RIDGE CAPS TYP.,WOVEN SHINGLE HIPS AND VALLEYS.TYP. 3. ALL HIPS SHALL HAVE WOVEN SHINGLE CAPS. <• LOCATIONS FOR ALL ROOF PENETRATIONS(PLUMBING A1 . 41STACKS,FIREPLACE FLUES,VENTS...)SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TOE:ROUGH-IN. ROOF PLAN sca. v<•_,•0 1 SELLDORFF - 'RESIDENCE ' 102 BLUFF POINT DRIVE COTUfi,MA 02635 GENERAL NOTES: no me..me entl ai or � un aom.orra.:uomw,m, me ane me,otl m m'ow do �otl by ena mmeln mo Dr000ro or ooro.o rnendmu,wDEme,Inc. No Den uy Iy I..... oenr Deraon, rpomnon IDr oro•owamo:o.mm.1u, potalc . rmleelon of too IUm _ \ r A�cn Qocora'^dr :ooancloe on m moaom m ma 000nnon L—J �la mamna1e��Feo a� JIJ omen one e e \ n MEDWFAM `\ \ oos LT I ` 1 \ i`w�e.a"ram \ lf• °s• h ewj:• ���•DD/�� � "Nicholaeff Q' Architecture+Design lam, s3Ts D D. B,2 man Seen �R D / Tsae<p 52B8 aq F 508 ap ytnp / \ -1�'.eDu•e�r M ti"..o'+Tw Taw •� r• iyT N I C N NO( t�C " o.6622, BOSTO N. L� MA ,an I O I I I O / " ` / u \ \ / y wiO.:ECf NUMBEa: S1D01 DRnwr+er:w aS rTOTEDED WTE:I-9.p NISC-REVISIONS 3/19/08MISC. f�I �S MISC. 5/29/09 HiEwon coon oiME,asiwm E.row..ua w..nw Doer�wFm a.+ec�s. • TITLE: a.e.r000nwaM.cnuw Do,.an oaF.u.+o Das�am,emwnn r,m•,rewon BASEMENT PLAN F rw ea En:a,000newnmw ousapsro „ 1.920 SQUARE FEET T.En3:Ora9 N¢TwnDa TO FEW OF tCUOn 6TA Fnumq.MWM utE OF ODOF aA wu00w,On OOrrtnOL Nwi UnE.UuuiSS VAGTEDOi,ERvrt E. e ],a1 EMEwOn wN186wTLL BE u9 FwwnO.UtSF58 nOTED OTMEIM6E A 1 MEewP,nu,T:MlnS muLL�FULLv�x4uuiEOw/i Y•UesaOEp eWMDemNAT:pr , . � ,F6ECOUD/arDrnD,ORAOnDED:tBEn/uEEDmLIArFDwnnVlvs�U40 -•De�..�T�. m F�i0.W pEDD,Flw.mU upnWFFAODaLL rE umuuTEDw/nae t GENERAL NOTES 121 BASEMENT PLAN scAle:li<•_1•-0 y � r �tC pz, � I I jl 1 I 1 I i I I 1 I it I I I I I aoa nu I , 1r4 100 i i , ee QQ ee ee e I I I fQ f fQ I fQ 17y gq gy I pp I 8 I I I I ® I I B p I Qg I 99nn I � II I ftOg ��p I I I � I I it I 1 I �I I I y I I I ! 1 i g !I l I I I I e•ej•rov. 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N H y E n 3 O Z " m J ..{o°OeRgo3y�' = s52 m O >. ° '.Z �. s iv / rn n cy�SETTS �� `SELLDORFF °R� CQ4eY RESIDENCE a e bTR ITO Be CAnPRNm I + w 5V AROU -. ............ V 102 BLUFF POINT DRn/E. • - u-nA ear R�eDl�men�c o�w'�crrl¢rd.r� �COTNT;MA.02635 • * 'CLD DT AR-0CTT0 ea DnteRNnm n Tue • wovmr aortas Rom _ _—_—_—_—_—_—_—_—_—_—imp.—_—_—_—_—_— wmmRn am tEDaa Roof alo.cls5 GENERAL NOTES: PeRPGCTIOn 4RAOG N 51J15,^.pl ® ® ® F(51 ® OVS T R CeDaR aAVCR OVER i0.ROOP wino and p1101 PS OVea B/5.OD%PLTVIOOD on loom.ermrgonano. i a+m ® noicawb�n pions rpampmep,na.opr p.o y pl 1—biio NlMdpp+lrNMlloc+IZ .._by ppm nY Dorton. Aaron vRonz cmaR cave mm or cprnon m. T—TYVICAL IPanTm walTel p Ih✓ pnmpl vAN eot "" w ppormla of mn Iltm HID PRwee oec% Dp.b..Nlcnolppl+ � ((FF!!)� (�j (�b� ® ® (� (;� ({1� (F� Tws`rFOA spin.cAl OT DPAe. A r c n n o c l, Inc. 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F —�r IAar .D x Architecture+Design _.�O0?y•�3_______________________________ ... _______—________________—___________________ BI2 Mein BBee,•T OmprNoe,I.w 02855 T—:.52B0 F 5p0 alp 22A0 nklcleaB.torn woven auncls v'� S•� K K/r �y -d ------------ — ----- ------------ NiCyo TFo� THO o -Z No.6622 T 'T vGTGRM Rm_-nP 4 B05T0 N00:�NNGLea ~ eaPecnon cRaoG.•awe uae� � � , � _ r•e�r oven B/e•cD%vl_ OOO O MA J -------- --------- - Kd n�A- ; 2�Fq SPV� F —AR P i ]ar i6 R rBD-5• e% • - VRO.ECf NUMBER: BLWt vwnL�cauca ro ae aPvaovPer ARCNrtGCT. O-To�r.amTLLrPnrto0Fas"�D�eE% auwN er:vN.w vxy-.ur A s•avueRe cnra+or vaea • _ _ nl'NE:AS NOTED DOMIaP DATE:MAy 30.2p08 Y DI4 ROYnD LG COPPBR DDVnaPOVTa TTP. ' F _OCnTgn TO BD a mRNnHD er Aacw MISC.REVISIONS 5/14/08 6 Parrtm—Aa BeaD4oaaD eDPP Ntse. REVISIONS 5/29/09 apt ve >, unpeaaoa oP oew am Poaa rvP. m NO- _.—_—.—_ TITLE: • BUILDING ELEVATION pD _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_- A2 . 2 NORTHWEST ELEVATION 2 I I , r eaa.W� I - _ ga g ga I ga I ga ga �a era I gyq I q A R g4 pip 2® pp II I I I I 1 aba wix I 1 r-a} wyT I I 1 I 1 a $Tpppq g 4 rpu7 :.III I fc>'`:_:y;,::�[5::�.Yic;�,:a'.'_;::;:5:;3jII�;i'III�iii II I,tI.� �,IIIIIIIII ��(2���gf��`g`o 11I 6600 1II 9♦r�.TA.V. IIIIIII 1IIIIIIII ,I,,i�IIIiI�iIIi;iI I,,I C OR epfiES�nE O O is 0 CC ZU) IT Z 0 O ° COWO >yS�'•'qI[0[I06�e�11P��0nQtl{El��nl3XAAAAi,��y;IIIII1lIIII dpa ff III1I1IIIII �pi�`sae"•'-pn:0P[aYYY��tvx j�§f2»��y°y� -r,b"''�'II'IjIIIIIIiiII • I IIIII� 1IIIIIIIII II1I a Hu aoa n..a myZ�O(��si 0: rXH >;uq� I. �pir'�f��.l til ' e�� y�� it I �.!�� t�0>8 ✓i 'I I I ' ( i I I , 'I I' P I I I I Xbb I I Si 1py�t , I I I I 1 I I ?o w I v��•T.o.W. I I I I 1 1 I 1 ` O I I I I d I I 3 I I I I I O I I I o I I o I I I 1 1 I , 1 1 I I i I I I I I I I I I I � —j—T OP°T6F1 I I i I Irx. I I pa I . co � _ I I I i i i a) - � p iD•:i�•. I I � i ' p I �I I - I I ;4L F?o��1[n[1,yy��gyLQi 1 I i�. I i . I I Ig€ m I II I w = �3a"S I I Icn I it I 1 1 a � b ®?p0 I I I I I o I i I I I I sy��,•�g��6 I I I I I oo 0... R I I y >;bn- > �q1 po AC 4 os b v e 8 � � r a • A N a s A Dp �o se$a�t pc : (n sz °HH s' a°— m �� mr g � s» '/�+ °° _ °�"• __°E���gg°�O'°gi n m H m W Mn ti Q Z u\ Z "r-jp 5s.. °o° o°>o°�o° �'3a °?°°$`°3o°oSo rno.z ■ m m N �� m G� �y o °° m - '��SfTTS �� •, .. _ . . _ SELLpORFF m —=------------------------------------------------------ RESIDENCE: . 102 BLUFF POINT DRIVE COTUIT•MA 02W5 _—_—___—_—___—_—_—_____—___—_—_—___--- - ______________ ___________________________________ !. • GENERAL NOTES: na tlrowl�9 entl oil of emu' elp�ne D Dlene —— — — — — — ——- Intlleetoo In raw«Dnl«u°moor aro aT am am +lcnae T ponomvon Im r of Doro�o r9n.11 «1�nD. Den nDItlol f even eo xotl bo;nySPi ream 0 0P.om D�+cpm:a.mw wnn oollla wN'La.mellao 1,... Doc^o N . °C""' aiecYooe�cma on m woapm log vw mm�ao� of tno maNmat oolora • Dlma a one e11 o Do ewi _ _ • Fax PLooa arareN: Q SO.C_i 2Tt6 Pl—DECK -1: DLUHD Arm WA—.S/ PLTMOOD UnpERLPT,P R->0 KP.nelLATgn. SSEEE- BUILDING rAl.a Poa onenacns • i RHnPoa�Ml,r �3 BUILDING SECTION SCALE:,/a•-1•o y F•J�t�y`>> • Nicholaeff Architecture+Design elz nno�n se••1 • oirervma.rw.ozsss T SpS ap 52p8 F Sob app nap ------------------------ - ------- ? - --- -------------------------- ��5��2 -NiC I`/yTF Hod �l 9�.,T -------- --- Rl -- - ------ " ° No.6622. -n —————————— BO STON, W Y iP.DrIcnP�eaee'Ti�o�oa.lwra*A' oc. �� M A J� J A Q v000 Q WAtim,w unPAcec ESAAIT an 0 _ '• 3; arR<rvv,c.,e•o.c x•DLIceoARD v/ �` P� O 'C VG,HER PLASTER IS CHAT STSTHM .� SS T CTH OF MA RW NETAL WT. SP DECK I —TWAT A>a•Nn.NT SPADHD S A 6.3CAIvnOT PASS, got TKAl CELnG VS—S—ARD • IiTRAPPnGH'.•AT OOARM�VHneLRi SGLE:AS NOTED F _ PLAST£0.2—IT STSTEM uz -Pn DA t AL COnSTRUCTIDn: TE:MAV 90.2pp8 • SI—M_.CHDAR I—R I -P.— OVHR 45'PHLT.,/2' • LrwooD aRePrlmrc.ue nos oaPeerrER sPP aTuvs..e-o.c,a-:, MISC. REVISIONS 5/19/08 _ p�LueeoARDDis e•nr°iven°AT MISC. REVISIONS 5,129/08 PLAarea xC.AT_I.— �w�r yam 4 COnCREre FOUPDA— ' .--PounDA—vLAn , a-TA— BUILDING POR DMEn9gnS TITLE: I REnPORCPMPJ'iT BUILDING SECTIONS D`::s:� • -..T - A3 . 2 - ' BUILDING SECTION soALE.,ia• SELLDORW _ RESIDENCE: - t02 BLUFF POINT DRIVE CO-NIT;MA M635 12 INSULATION VENT 12 INSULATION VENT D BAFFLE CONTIN. BAFFLE CONTIN. 12 5/8' CDX PLYWD. (AT CATH. CLGS) 5/8' CDX PLYWD. 42� (AT CATH. CLGS) ' SHEATHING SHEATHING 216 INSUL. STOP BETWEEN RAFTERS WESTERN RED CEDAR ROOF GENERAL NOTES: WESTERN RED CEDAR ROOF SHINGLES - PERFECTION GRADE Tho°r°winD Rntl 111 R1 ! SHINGLES - PERFECTION GRADE SIMPSON H2.5 #1 BLUE LABEL 2X6 INSUL. STOP Inp�w�.o<mr,wmpnm. #1 BLUE LABEL HURRICANE TIES TYP. - BETWEEN RAFTERS tlo°Ia n°nntl pinn° mtlmpmtl m CEDAR SAVER ALL RAFTERS CEDAR SAVER OpfO8an1OO'" wno O Dy pntlr�om°In CONTINUOUS CONTINUOUS SIMPSON H2.5 p poor of oorn.o rvlulaAml.xcnuncll�. HURRICANE TIES TYP. No"d In, .l moll D. ICE AND WATER SHIELD 2X10 RAFTERS ICE AND WATER SHIELD ��;�m ® 16, O.G. ALL RAFTERS "or�o 00 opOfB°"Ion for orry DWO000 pao°pl wlln po mlee'lon of tnlo I�m 2X10 RAFTERS 16 OZ. L.G. COPPER ® 16, O.C. mew °r 16 OZ. L.C. COPPER DRIPEDGE CONTIN. r r°r° DRIPEDGE CONTIN. =Rpon=i=°pn mo SEALANT BEAD SEALANT BEAD of 1h°Ar=nuo<I Doloro 20 OZ. L.G. COPPER ownllom°°noon=n 20 OZ. L.G. COPPER •IN ;m m o„"p o a° GUTTER WITH INTERNAL IN GUTTER WITH INTERNAL V TAPERED PITCH - olmpn°ion°11,11 D° 'd TAPERED PITCH Antl nR tlr°wma° I Aro to Dp pc pl°tl. CYPRESS GUTTER CYPRESS GUTTER PROFILE TO 'IN PROFILE V MATCH EAVE TYPE °B' `r MATCH EAVE TYPE 'B' ' SIN cIN 4�• g3' 3• RUN GUTTER UP WALL 41• Si- a RUN GUTTER UP WALL 2 a a AS SHOWN. OVERLAP AS SHOWN. OVERLAP 1 '' . ROOF ICE AND WATER 1'-31' 2 5 SHIELD. STALL 2 8° ROOF ICE AND WATER 112 1° 52 8 SHIELD. INSTALL TRIM OVER TRIM OVER. TYPICAL WALL CONSTRUCTION: TYPICAL WALL CONSTRUCTION: PRE-DIPPED WHITE CEDAR SHINGLES R 9 PRE-DIPPED WHITE CEDAR SHINGLES R E R, 5'+- EXPOSURE OVER 15' FELT. 1/2" R, 5'+- EXPOSURE OVER 15' FELT. 1/2° WOOD SHEATHING, 2X6 NO.2 OR CDX PLYWOOD SHEATHING, 2X6 NO.2 OR CDX PLY R STUDS THIN O.C., R-21 K.F. BETTER SPF STUDS ® 16' O.G., -24 K.F. BETTER SPFWO FI FIBERGLASS INSULATION, 1/2' BLUEBOARD WBERENEERSPLASTERION 1/2' BLUEBOARD W/ VENEER PLASTER SCALE:EAVE TRIM TYPE"A"- 14" 1 EAVE TRIM TYPE"B"- 12" SCALE:3'-t'-0 2 Nicholaeff • Architecture+Design 912 M°In Sows OsmrMe.MA..5 T Sp9 Alp 5M F SOB alp 22A0 ' nkhdo°II.oJm 5/8, CDX PLYWD. _- 1-•- SHEATHING WESTERN RED CEDAR ROOF � Fr�`y� F� SHINGLES - PERFECTION GRADE Q' -9 #1 BLUE LABEL INSULATION VENT O T BAFFLE CONTIN. p 0 No.6622, T CEDAR SAVER (AT CATH. CLGS) BOSTON, CONTINUOUS �i- 2X6 INSUL STOP MA J 12 BETWEEN RAFTERS"" SIMPSON H2.5 - Fq<T 12 HURRICANE TIES TYP. H o M ICE AND WATER SHIELD ALL RAFTERS • PROJECT NUMBER: SLO01 2X1O RAFTERS ® 16, O.C. DRAWN ar:oN,w 16 OZ. L.G. COPPER '-DRIPEDGE CONTIN. /� sCALE:AS NOTED DATE:MAY X%—III ° r •IN NISC.REvtSIGNS 5/19/08 - MISC. REVISIONS 5/29/08 _ cl 42 1 ' 3. ° 1. 8' 2 52 8 • TYPICAL WALL CONSTRUCTION: TITLE: PRE-DIPPED WHITE CEDAR SHINGLES R E BUILDING SECTIONS R, 5'+- EXPOSURE OVER 15- FELT. 1/2- CDX PLYWOOD SHEATHING, 27,6 NO.2 OR BETTER SPF STUDS ® 16. O.G., R-21 K.F. FIBERGLASS INSULATION, 1/2' BLUEBOARD W/ VENEER PLASTER A4 . 1 EAVE TRIM TYPE"C"-8" SCALE:T-r-p• 3 SELLDORFF RESIDENCE 102 BLUFF POINT DRIVE COTUIT.MA 02635 GENERAL NOTES: ,.e. ,s•-aj• ,s•-a} n. °�."nPrr°P%aorn°Pllnd mce one a mm°°morocn o� fO.°.�oo or o�a'rome 5—eACR WAY Y M10 ProDo,lY of Oorovo • � r A x•eowae WY oI.s NklwleonOAmhi�In�. on for J rmleelPn°I�I;o���m DOA.Cno Nlcnole CII i _ e} Yql. „'oY Y-,r r+�3' �a r-Rj• �oj• Y-o]•\ Ya}� .a;• ,�.. a•-:�• r-„;• °j• aw;• I I o°I. I n Pt°PPnelc•��no '.:1 ProrrElCe,enoD a rpe _ ''� nr roorw i I I °9� olmoonelone°ro m°o AV? eo oa oe el ° �''•� // � °•p / ii�/ w.�n . 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DE STEW EIEVATgN,eEAwNO RATE ANo�aour�. �• .••,�,•� T RiOV10EALLROW=OMALwALLe w/N'X=8.Omlf—I— TITLE: :•.:"I�:.' _�D•^'Oa6 TrtLE: RUN BACn AtONp THE WALL BM9 AND lAP SRJ LO W fJGM O°iLCfIDN. <q OqG°BPµ vD AT e.acMu BLaaRRene.oRYwT w/caRSrDO1G1Mnwla+r�eAcxRl>.. -•°T.a cre FOUNDATION PLAN oRD+cages oLsallo T[ARACE sue-sue Rxa ro rAe\Te uNRDMawcm eraenan,Ae RERs oowN To R%TaJ]. o+.sue DEDTR,REINEORor+o ANocw,pccoNrROL,Iorars: MAIN FRAME LAYOUTS MID AT COLUMNS,ETC.As 51IOwrv.THE STf�e CAw BE RACED MONOLn.eCALLv wp ODNSTRUCnON UONTs IeREAx51.SET uP ex&wt..,<WwF ON si . 0 CONCRETE BRICR RIZERS.CUT ALL OP CRACRCON=WL JawTs PS OUCIdv AS P0548LE V•10 MORE iluw T2 NOW6. SUB tRKawE55-•'. Q T CEPTR-T•TO,-Y.' FOUNDATION NOTES 13 SLAB CONTROL JOINT SCALE:,I/I-T'-0 2 FOUNDATION PLAN scALE:v<•_ro l SELLDORFF RESIDENCE 102 BLUFF POINT DRIVE COTUIT•MA02635 GENERAL NOTES: Tno emwinB Bnc ell of ..a. @q} - s-v3• uw• � °�Ia�L ol�a clone' r imicomo m I r e"Pwcanr of oore.o — — rrocrwl M Arum=1E,c. 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VARNUM --- --- L J L— \\ c -------— § / o PHILBRO A N M NO, 0690 .x-a3 -: +o'<j' ,r-•. roQ• sa3• ..•,;• ,T•r;. e..j• O \ate eq SSIONAI 1 I / \ / / PRD.IECT NUMSER: SLDO, • / auwN ev:au,w / scALE:As NOTED \ 1 / / / DATE:AMY 30.2W8 / MISC.REVISIONS 9/79/08 .•sue oN CRAOE w@n e,�w,e„wL.w.w.F.weML POLr vAPOR wrc�°L�p PL.cexnTLArOmm / ' . ,.PLACE sue MormLmocAuv wgCOIb RICTgNUDN19. ,.rot .rw.T°"' / NiSC.REVISIONS 529/08 CUT RACN CONIROL.rDINf9 AT M1V W FlYA2 UYDU13 ANDCOL4F5 wR1UN(IZI NOUR9OF R]1R ���'° - 2.VD°Fr ALL FlNSnm FLDOR QL-ATgN4 WfM GN.OMwP1O4 PRORTD T°Rrute CWS1RVCfgN. .i. ' a.CODRdNAT[VENEe,8TONE LOCATICN9 WIM ARGI.OMWNOs. y. / I. a.STEP FOOTVm r NORZOM I � s.Au aMwspNS Musr eE coowrvATm Aw vDsaEn �• •����. w/uxNRECTxmw nooRrocaw-na/cna+. a.... ,. ..;'..: co.o_ olu...w e.amTECN.MusrRrnixee �icx aLweRTe•T TITLE: RLL a INSKCTED RCR A OUAUFlm TECNNCNJ RaORro Nldar+D SLPB 0G°��vwT FOUNDATION PLAN oN OnADE eTReitin!.°aLse c°w+cneT. FOOTINGS DIMENSIONS 1.ST[EL BE—POCI M:PROVIDE I W X @ X @ SI[tl RATES SET NN]K9eNf GROUTBm.SEf BEJVA POONEf ELEVATgNAS REOL@+m roAuavFOR BOTIOM fo.SI.AB DEPTH,REINFORdNO MIO CRnpt DCNIRDL,gwTs: aF sna ELENATgN,BEAPoND MTE ANDoeour em. °.PROVIDE ALL IIOPo20MAL WALL BM9 W/2a%?e DmIC Tm OOLV31 B.N9 ry FRAME ur S/ OAT COLUMNS.ETC.fS slgNTl.TId:sIAB c-BE RACE0 RUN BACR ALONO THE WALL BMS Alm LAP SPLK.EO w LPCR DeiCfIOIJ. MOrvoLnwGLLr WHO CONSTRICTION UDNTS IeR S'.SET w B.6W t.•.1.4 r ON B.@cMU BLOOIt R014.DRYSTACN W/CO(�VLJfflf• MD LM IMII.BAG6YL CONCRETE BPoCK PoMRS.cUT ALL OFcgACr(CCNRgL. TSA90U1C1aYA4 OP[N LORCS pUW1•rO tERMCE Sue-SLAB POIA TPCPE•T[UHpNO,O9 POSSIBLE@IOMORE 1RAN12.0uRs. ' 0 1 PIp19 GOWN ro FODIW. SLAB nBC1wESS•r. CUT OFPTN-1•TO 1-Y.' FOUNDATION NOTES 2 SLAB CONTROL JOINT SCALE''a--a 131 DIMENSIONS OF FOUNDATION FOOTINGS SCALE:,/e•-*� 7 - - SELLDORFF L rLooa ra..ea MPJ,Be4a io ve b roTm oerDmKN D�RBe.DnamL oP^GrnWaB..NP.DWG4 RESIDENCE - ' >JOLBTe aH•LL Do pGaGnrD TO C•R4Y ALL LNe.xo DGm LO•Da WRH TNB LNe Lo•D DerLecTKMr ror To Bxmm v,eo ro4 waver.N•KnwooD,•ro LnoLew 102 BLUFF POINT DRIVE x cilon eN nror Gacnm vwo roa nvn�iu eoJ•�ro ova(m�iw.+LL+.a� COTU T.MA 02635 7,AS a b II a caeeTea TH.n+.a nm roiAL Lo.D DerLecTlon aHe(.L nor exc)xD . aPefJm BY mG N•aBIJ!npT(Me Or AHeRK:e. np+eG•4nr0 WLLIn i0 ee LM aT.O a44De averJ9.b'O.C,H•% e nTD a4A06 ro nT•i.M'O.G W/DGOLe rOI •BnfJJe nOT�TON11°•vLaerGn,nT Oveemaa We nrLL NG.pG4a:W Sx+O W/Vr CDx r(JiCK - e.LLL H%TOaKMi BeeRM W,.To ae td[D evr•1.+6.OG NAJL . a • • R�erO)ial.u.T;«pe�l n.iyw LW�D erp�)e0.R-Lo._/r.wL waVa L xu1d+BBer•.ew aa+,/.(e.a'•aaa1.Pco(a Cveaeeewr+oaeX+u roMM.•+L w+oIrDLL�oerCcWOJ/aDcoLmIT o•eroee(CL De.LM aLiO.•rvvWu-,+e eo•aroo.,Gpua ae J p1oW(/x.•ee.•r eeOri LI Auoa Wr-ouoDb Vee ISTOBNL /O 4TeaaEea Hau anfa,u..n ni0 A8•ae•MA Ra•:e/A•rm vLvooD rov.Im eorroN a rLooR GENERAL NOTES: .w.•nY�� V <LLnc TTOM vex2t_PROVDB OOLG BLOCC•a.Lr0.TtaGaM1Oaa�4 a arewinp ena ell of eOVm•4r eDaeA Va bom,error)ponan:. ..•.� •T an To•ti+.,.A H UPLY•T CAnneCTX]K5:eenaOn Ir0 NRRKl,Ne TOa nT ALL rRe)p(a B61aW. inolee otl lnproon or ...w`. ro- ...R.,a••Rru ..ou.w uJve lI W•NGL S C1r CI-SCFCII W/e/r qw A-BOLT..Aro W-- roapr000ntRo uwraw er0 ANS- el(OP vm.Dro-vM•runs d DY entl romeln RL.a .. + co- .a.•o•.c.R.arro ..o wa•ww W..,•. �ovKm eHOWn na ro 0 0l Dom c CIS erm Wb)W PROYCG 7142!W CISNc+B COLIAoI 6%er r�i eorroHG - �Ic P- - as a n reNeK)n BnLJm BOLr ro T)(e W oxle xeN wm(A vA14 or!mzsr No ppn Norool moll Do ..'....,. ...._.: _ Vl xotl DY BnY ppropn. w.Ns ....._: L(riH T% Ilan or carparellon for t ../ vurm.orraer TNe BOLT roLm er.•oc ,w ,e.mw.Mm TB+/M'A M'A.'enTN aReDG<-600 N/Nn rT b Knl PROVOe}/e'A 8'A 6'TOP L pormleslon of tnlo(Irm /� /� B/e•%e•x a eorroN eas4no Pure oN caroneTe PooTea Pm, wm-o•LL DorB.B NicnoI .. WGI'T/PJr+Kt>�rHW1PT.-CART MW/D4�LR-RR nLL-ND- prcnllocl. lnc. or 00 rneRuriw( p o r r o r e o r y6 aTAHDARD 14-61-Pure COImOCTK)K PR0-!A-'BOLTn AI0 olecroppnploe on lno b M..-TGHTGN ONLY. 0D ape.enop Qe onm 5 M•>y' :g(. / ! AIIIiLO CLIP-MT W/!CIA.A3Z5P-TA Aro W-S,PROv00 oroupm to lno elunllpn R ewLCa aHOWn-P wWDnG uaG p roar WP1w. of ma orcniloT D(or oo i 0 e 2.1 � o mpne Doer wln de /^ I / \ ero to DD ecelp . /Ar r b _•` ,`.., I` / V;T _...Y:.. A' / :"•i., 'Y� ���J°° 3r / / 1 Ra -vez 20 1- 0 ,i� on.. _ I. •cL. i I }� c. •'.)J. '(O` /�J +LOX rLoort c oPv'l o�i.rwr / __ \ .� "av ti• .• � sT n �yT�•'`trRd /rig iia �`Pr /, i' �oaDw cKnc \ Vic+:��7.�` anc ae�lalnaDwLrov4 0 \ Rr• �/ i O/ /,!� Pumx(enr P4oVOm AD w TGa eHeeT 1/ � !g� !� //s' aav(nou�Woaa svn ro ro SUIT.loT.uaurlTa a Bm-aLLoaecrnPaovw _ /� °o,,!/ r� I� ! ;6' seoa neT�nc.+x iP-x aC./ < _ __ _ _ _ __ i I; � ' \ cw;Tc!L DGCK vLnnG Ro sL ................. ........................................ M. / �.\ / \ /T D•s1 ace w.x'-ws.v%w1.9 r ./ d �// �1 oaeveo a)acH HAra e=l rHB / } -`),. uo �♦ ®,a� '\ coNCRa ooq��. a,He ArChDlaeD \r Jd�9 i1x A \ m \ a AfChiteClUfB+DBSiOn ITA W+e%)j. o W/MGT•L D CK n ORGCT M 0 1 i0 y, / -FACT W/ / t` \ its / / .�'8 eoLra ais 4criaa`vAceo u•o/cam �, (s' r L_I I Y I I M I T. VAR'NUM (f L L 4 / PHILBROI N MECHANICAL 77 No. 30690 Is / HEADER AND BEAM SCHEDULE") \ \ - // 1 WIRN SIZE NARK SIZE \ / \ SSfON1�L � L- (2)2.6 V/1/2-COY M. L-11 (3)2.6 1 I L 12)2XI0 W/I/2•CDx R. L-12 131 2•8 \ / L 3A (I)2z 12 L-I3 (3)2.10 -41. (2)BzIB V/5'LVL PL. L-147'7(9 1 .¢ /j 1 -5 (2)1.25-.11.8 LVL L-IS (3)1 3/4'z 9 1/8 LVL -6 (2)1.>3'.II.BT3'LVL L-16 (])1 3/1•.11)/B'LVL / PRQECT N(RABER: SLO01 L-0 (U l.75'.IM'LVL L-13 <3>1 3/4•z IK'LVL DRnrovN av:w,w I L-B <2>1.75'.la•LVL I L-9 O)1.05•X IA'1.55E TIMBERSTRAND LSL L-10 (I)1.23'X IA•TIMBERSTRAND LTL RIM WALL SHEATHING SCHEDULE L-13 STANDARD HEADERS,(31 2'.10•V/1/2-CDX L-22 (D L25'.II.805.155E TINBERSIRAND LSL SHEATHING NAILING REQUIREMENTS REMARK / L-23 13•X 0.5•IME TJ-V TIMBERSTRAND LSL EXTM'f WALLS EDLIJb) S4ZE /I DATE:MAY 30.2IX1B L-24 15'X 14'2.0E PARALLAN PSL MARK SIZE MARK SYZE Y / 12'APA 6tl LDNNON NAILS-6'o.c.EDEES AND L-25 3.5-X 9.5-1.55E TIMBERSTRAND LSL CDX PLY 12•I.C.INTERNED. AL BLIXK ALL JOINTS ALL JOINTS BLOCKED CI pX6 P.i,POST CIA .%. ST L z MISC.REvISIONS 9/14/09 L-26 3.5•X 11.875-1.33E T.1-V TI.BERSTRAND LSL INTERIOR E1[ARING WALLS C2 <2)2X6 C2p (2>2%( / MISC.REVISIONS 5/29/08 L-2T S25'X 9.5-aM PARALLAM PSL 1/2'GYP. 6tl.I-0/8'CCOLER HAILS-A'MC.HAX 2 ITT BOOR ONLY L-28 525'X 11.875'2AE PARALLAM PSL EACH SIDE C3 (3)2X6 C]p (3)2X4 L-29 525-X 14'2.OE PARALLAM PSL I/2•GYP.6tl.1-2/8'COOLER HAILS-0.QC.MAX OR ALL FLOORS ABOVE CK CORNER PILASTER,3/2•.6'KING STUD SET I ALL CONS UC I0. L-30 (2)1.75•z 11.875-1.53E TJ-V II.BERSTRAND LSL EACH SIO O.1-1/4•TAPERED SCREWS a 12-O.C. FIRST L-31 (3)125'z 1LB75.1.3E TJ-V RI.BUARD LSL CYA CORNER PILASTEI6 7/2'•4•KINGS S SEI IN VA Si CTIGH L-32 (2)1.75-z 11.805.24E P.T.PARALLAM CT(Bl IS 3/16'X]'X 3-AST.GRADE A V/MIN rY . K U L-33 15•X IX•1.33E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) CB TS 1/4'X K•X A'AST.GRADE A-5 0 V/MIN FY 46 K / NOTES' I.SEE STRUCTURAL NDTES FOR REQUIRED WOOD SPECIES AND GRADE. OPENING R®F ABOVE R®F L I RR R0�L 2 rLRi C9 ITS 1/A'%M•X 6'AST.GRADE A-00 V/MIN rY•46 KSI 2.NAIL EACH PLY OF MULTIPLE.EMBER HEADERS V/(2)ROWS UP TO T-0- I J L I S I J L 1 S 1 J L 1 S CI IS 1/4•K 5-X 5-AST.GRPOC A-m V/MIN rY M6 KSI SIMPS TEE SCHEDULE 12d NAILS B 12'D.C.Ul . T-0•IC 6- 2 J L 1$ 2 J L 1 S 2 J L I S Ir-CALYr Pt'-DP-«DLa H'Le-M2.BLw y+EAB¢RS-Wr-(3rRgv5-- -p 1Ry'-p 2TL-1 r 'T rJ-rt-S-_ •l�-SL y � L - _ _ _ _ _ _ _ _ _ _ _ _ _ TITLE: 12d NAILS a 12•MC U+10 Cl2 7S-X 3.5-1.8E PARALLAM PSL COLUMN 'Si"62DH TIE�T'fCATI I. GLUE L NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/(A)ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) FIRST FLOOR 12d NAILS B 12'OC.UXEL C13 3.5•X 525'I.BE PARALLAM PSL COLUMN ROOF RAFTER TO RIDGE BE. LU210 HANGER FRAMING PLAN S BBMT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE MANUFACTURERS REQUIREMENTS,UNA. UP TO 3'-0' 1 J L I S 1 J L 1 S Cl, 5.23•X)'LBE PARALLAN PSL COLUMN ROOF RAFTER TO HIP BEA. LS90 CLIP-i PER EACH SIDE - Tj I`HEADERS SHOWN THE CONTRACTOR SMALL SUBMIT SIGNED L SEALED W-0-TO 9'-0' 2 J L 1 S 2 J L 2 S DOUBLE RAFTER TO RIDGE BEAM OR HIP BEAM LU21D-2 HANGER SHOP DRAWINGS TO THE S.E.R.FOR APPROVAL PRIOR TO FABRICATION. C20 1.05'N5.5'TIMBERSTRAND TSL KING STUDS 2.PROVIDE 1/2'PLYWOOD SHI.IF EA PLY Or 2.NCADERS VIERS J•JACK UNDER HUGER ROOF RAFTER/TRUSS i0 TOP PLATE (EXCEPT 2 CXTERIOR BALCONY SEAMSI.MATCH DEPTH OF HEADER. NOTES'S•SND NAILED TO JACK ALONGSIDE OF JAC% 1.L ALL LO T UP ARE M BE B STUD GRADE OR BETTER06' U.N.O. 1 i pLL LT UP COLUMNS ro BE NAILED YAM IBd O B-O.C. IOP PLATE TO TOP OF 2ND FLOOR STUD -2 S 1 ■ G ONE PIECE PARALLMU(PSL)LVI.S OF EQUAL WIDTH MAY BE 1.ALL JACKS L STUDS ARE ASSUMED TO BE 2.4 SPF-NZ S.STEM COLUMNS TO BE H•NUF.TO ASn ASt}, SUBSTITUTED FAR EXf. E1D LVL SEAMS. GRADE OR KS L S. a.PROWOE OPPOBINQ pNRT 9M1SON LOEM POST GAPS O TOP @ BOTTOM. 2N0 RmR STUD TO 1ST FLOOR STUD CS22.2B•LONG 9.pLL WOOD BEAMS O 013 D t0 WEATHER SHALL BE PRESSURE TREATED. 2.ALL JACKS L STUDS TO BE NAILED./16d NAILS B B'O.C. 5.PRONCE 3/B•%5-XS•TOP @ BOTtO.--S.WELD ALL CONNECOONS SCE STRUCTURAL NOTE SD. 6.PROVIDE}B-X6-X6-TOP @ 5 B-%B'X12-BOTTOM PLATES. 1ST rLORi STUD TO SILL PLATE SP-1 FIRST FLOOR FRAMING PLAN SCALE:I/4'•1•p y I SELLDORFF GJT�rop a� � p �N.„ RESIDENCE BOORTORI ua a.a ♦ate « iq.l tinOOO aCn,4lCSRRuf6 pOl.ia.V.a.H4p rl L -T omr TO ea Tw aepvonamL,rY on TH@.auaa MAny.,eTvq@a .� a ureaa ov vr.m•u/L rrem¢vLr.Maoo.-wi a+armn- 1O2 BLUFF POINT DRIVE ma...., m orJ,creo ro uRRY m.L Lave eMo vem Loma Mn,H i)1a uva -COI 3 OP yr auevia a�'ebM�v'ui e..i:?a.-a.on� C0T111T,MA 02835 cTKM(roT ro @AErae L./.1eo roa uRvar.MARovoaO,Arm LnoLMJ,( TTnO vL a nmueo i PL.0p1A PL0O0.a vrtH MAgaLq C6RAMK:TL..a,oR LPR•aiO1(a r)la TOTAL LOm a0.tA Vap ry p0.ra ni0'(1'BOAMa AMD ry aOlTp nio ab'DaAMa. P0GPLCC1KMl awLL roi aAC2pp L/pp0 TOR O/sem aO.... TO 04 Lmep rwn(ep, q.D�.ys•y(n/s,.-: r MnTOML•O bNab:a/a TW PLVOOD TOP bro aOrrOM W PLOOR. Arta FRC,.Ta0.lHAn u'q•TH0 TOTAL LAm O@PLGOign aMA1y MOT aA(%••n Fyn Arm nne_V/b an0W1Ara1♦e•0.4 ROLKr•VRa LGHT PRTUaU vRK)4 Ap 6/a0.•®aY rHa Ms4pLd I(pTnVTB DA AMaaIOA. O naTALLFG pO1T0M P...., rtt0vOa eoLO aLOO('O.AL0nO 4LL I.MmtAAVH0. ALL MOM al•RFG V<LLa TO a@ L.aTLp Ogspe apgClp.y O.G MSA, pcylpAgT ppOP�, nTE0.1OR eaA0.n0 V-TO aS 1 6 DiID 0RA0a KD aPP•2•(p•O.C.V/pOVMJ!TOP O� TK>tia;plMpaq(Mp MARK:At(a 1!a nT0 WALL PRAMnO B@LAV. anOlJa pOTTOM PLAraa.AT OPB,mpp Ua0 MPLL MamaRa:IU LXq V/./Y-X PLRCPL ••. 6.ALL,XYaA-I-A"G VALLO TO m Le KO aPP•L.m•O.O.MAR AT-- /I An 1 a IP 00 nff W/ r tal A-aaOlTa.AMO VAaHa0.a. i T.R@Pm io AacM TMHW.roa LouTNa.or OsaAMec Fla Alm M.axa PL.00ae. GENERAL NOTES: Tn0 Emwln0 anE anal ndp . I . ' A,aa And Plam rowcommaptllmo.oby Aro a by Ana rompm of OorpvA o >.`.« .P m..•e no-aiowra°oolirnrwlacl Inc. No pan aKYNN MAn bA na-d by Any P11ean. Ilan or cprpprAllon lar AryAapwrpao:.«w1,Mm e w Mw,ua 1u,r nr, ..1-on al Ino nrm • �����'� - l aNlcn A I.. lAall A -YA Ana ' An Arro K/x u I,r.vx•a.,, �� '��� �ppnciae� A r PO.* w•wAu tlra,W Wa.AnaV a b. ana a o arA 1P.•Mr sA.„.a v.sc,.-., 41pO~' a r e nA .n oa a ao m m r. 1 t•`{� aa"a�I"'°c.K,x. �!• o oanp ona.1.1. e Ar a Pam' - k11 Ya. .Aa�..•o. I I •w,o,...>nAo.o..c....,.Q p2 • '\? N 1.-.p �i`.� � arA to bA ea Alga. a. �Kj \i`• NT' K wen`Aw�r`MMe1'M:x�a�.•WOR � / meM.rr®rWra t pit .t. .♦ i �y .I] i N•;.. �� .,.,mod.,Y,.«. `,, �'��`% _ .-h�"�;' I o •!• r r irk � w v P...,,..�..A.m.. "o' •� YL\" X' •` `1 ^` ,, 1 t t t:`"S'/ice �p F. ! / 'Z. /��"%.•':Ar~®. / moo°n'.,...W. t• o ,\\\iY+ r `` �, .s ,^''t• ------- '�*� `if �� A 'D / �. (( NI 0 /� ....«..wM.«,...a -w- -'-'- -- i `.\\\ o it\, •W.. fin J� I' r� .i� ..M.J.v. / F • `\ `, ` .°"w•'i •aA s.,Map /7� / ii '` '�•�. •\\�.` t NicholaeH / - 3 �� t `�- t i"" My:'x.xar.'A i ? •ems, • .\ dF _ \ Architecture+Design / �B i i.�e .`, _� *. 1 �F et'♦ �>•, \. �,�,.n.....,.A Bloom saba,oaess f1 g6 5 $ ` , `� •A®• ,l,f •• t *e o.a.N r Sma2OSBee � �� % I i � � t t ,i• �•o rm / / � i P SOB azo nAO I .w�..m«.p.... .aOalaan. M..•,...,...A,en. !,. .! i i ` / �. Ano,...anaa«M••.- ` �� T. VARNUfVt PHILSROOK 1 MECHANICAL No. 30690 / HEADER AND BEAN SCHEDULE°) ^•«..wM.aa,..mAMA MARK 1 S MORN 212E �`�\ \ \, // \ C 2.6 ' L- (2) V/1 PL. L-1l 3)2=IT !/ZOCD 1 S L (2)2.10 W/1/2'[D%PL. L-12 3)2 x IT IaNAI. �N 3A (1)2.12 L-13 13)2.10 (2)2.12 V/1/2-COX PL. L-11 (3)2.12 \ PnO.CTN-OO -5 (2)1.]5-x 95'LVL L-15 (31 1 3/1'x 9 I/2-LVL -6 (2)L750.II.875'LVL L-16 (3)1 3/1'.11]/B'LVL L-] (1)1 .11•LVL L-1) (3)1 7/1•.11•LVL 1.75 I L-B (2)1.]5'x 11'LVL I L-9 (n 1.75•X 11.1.53E TIMBERSTRAND LSL , / I S-:AS NOTED L-t0 (n 1.25-%I"TIMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE L-13 STANDARD HEADERS-(3)2•xl0-V/1/2'CD% RE / L-22 (1)L]5•.11.875-1.55E TIMB NG ERSTRAND LSL SHEATHING NAILI REQUIREMENTS MARK L-23 3.5-%7.3-1.53E TJ-W TIMBERSTRAND LSL EXTERIOR WALLS - DILIJNN HEDULE DATE:maY 30.2008 L-2A 3.5•%11.2.0E PARALLAK PSL 1/2'APa MARK SIZE MARK Sim .RA 6tl CDNM IN NAILS-6'Ac.EDGES AND L-25 3.5'%9.5'1.55E TIMBERSTRAND LSL CD%PLY 12'ac.INTERMEDIATE.BROOK ALL JOINTS ALL HINTS BLOCKED CI 1%6 P.T.PAST CIA 1%1 Si OO �E / - ' L-26 3.5-X 11.825-1.53E TJ-V TIMBERSTRAND LSL INTERIOR BEARING W. / MISC.REVISIONS V 9/88 L-21 In'X 9.5-2.0E PARALLAM PSL a cz)2X6 czA cz)2z1 NISC. REVISIONS Sl29/08 1AC GYP. 6tl.1-7/8'C®LER NAILS-1.OC.MAX B 1ST FLOOR ONLY L-28 S25'%11.875'2.0E PARALLAM PSL EACH SIDE [3 <3)2X6 C7A 171 2X1 • L-29 S25'%11'2OE PARALLAM PSL I/2'GYP.6tl%1-7/9'COOLER NAILS-]'OC.MAX OR ALL FLOORS ABOVE CA CORNER PILASTER.3/2•.6•KING STUD SET I ALL CGNSNKTION 30 L- 12)1.]3-x 11.873-1.33E TJ-W iIMBERSTRAND LSL EACH SIDE x 1-1/1•TAPERED SCREWS B 12'O.C. FIRST L-31 (])123'x 11.B)S'L3E TJ-V RIMBOARD LSL UA CORNER PILASTER.7/2'.1'OR KING Si S SET IN VA CONST CTION L-32 (2)1.75'.11.875'2AE P.T.PARALLAM DOrn fS 3/16'%TX 3'ASTM GRABE A V/MIN FY 1 0 KSI / s L-33 33'X 11.1.33E TIMBERSTRAND LSL JACK SCHEDULE CE%TER[DR BEARING WALLS) CB iS 1/1'%1'%1•ASTM GRADE A-5 V/MIN FY•16 K .D NO ES: I 1.SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE ®CNING IRwr ABOVE ROOr L 1 rLR Raw L 2 rLRS C9 TS 1/1•z 1•N 6'AST"GRADE A- V/KIN FY 16 KSI x 2.NAIL EACH PLY OF MULTIPLE MEMBER HEADERS V/12)ROWS UP TD 31'0' 1 J L 1 S 1 J L 1 S i J L 1 S C,d TS I/1'K 5'%5'ASTM GRADE A-W V/MIN FY•16 KS[ SI T[E SCHEDULE 12tl NAILS a 12•MC.U.N.p. T-0•TO 6'-U' 2 J L I 2JL1S 2JL1S It-2A2M P,,,-e-ml1PLe-McNB2B-MEROERTVI-(3)-RBWr- 4 M'1'-C 2'TL-1 r T 2-JTt'S'- •,1 511Y S]uD.xOSr _ TITLE: 12tl NAILS 2 12-D.C.UNA. Cl2• 35'%75-LGE PARALLAM PSL COLUMN ��LAtI - N TI [�iNPTtOV 1,GLUE L NAIL EACH PLY OF MULTIPLE KEMBER HEADERS W/(1)ROWS JACK SCHEDULE CINTERIOC BEARING WALLS> ROOF RAFTER rp a[DFe BEAM LU210 HANGER SECOND FLOOR 12tl NAILS B 12'OC.UN.O C13 3.5•X 525-LBE PARALLAM PSL[RUMN FRAMING PLAN S BB0.T MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE MANUFACTURERS REQUIREKENTS,LIND. UP TO 7'-0' 1 J L 1 S 1 J L 1 S C11 S23'X]'I.BE PARALLAM PSL CdLaW ROOF RAFTER TO HIP BEAM LS90 CLIP-1 PER EACH SIDE 6 HEADERS SHOWN THE CONTRACTOR SHALL SUBMIT SIGNED L SEALED 6'-G'TO 9'-0' 2 J L I S 2 J L 2 S DOUBLE RAFTER TO RIDGE BEAM OR HIP BEAM LU210-2 HANGER SHOP DRAWINGS TO THE S.C.R.FOR APPROVAL PRIOR i0 FABRICATION. C20 l.75'z5.5-TIKBERSTRAND TSL KING STUBS ].PROVIDE I/2'PLYWOOD SHIM B'TVN EA PLY Or 2.HEADERS WHERE J•JALK UNDER HEARER ROD'RAFTER/TRUSS TO T�PLATE N-8 (EXCEPT P EXTERIOR BALCONY BEAMS).MATCH DEPTH OF HEADER. S•STUD NAILED TO JACK ALONGSIDE OF JACK 11,ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. NCTES: 2.ALL BUILT UP COLUMNS TO BE NAILED YAM IRE O B'O.C. TOP PLATE TD TOP OF 2ND FLOOR STUD SP-2 8.ONE PIECE PARALLAM(PSLI BEAMS Or EQUAL WIDTH MAY BE I.ALL JACKS L STUDS ARE ASSUMED TO BE 2.a SPF-%2 I STEEL COLUMNS TO BE MANUF.TO ASTM A513. SUBSTITUTED FOR MULTIPLE LVL BEAMS. GRADE OR BETTER. 1 PROVIDE OPPOSING PAIRS 9MPSON LCE1 POST CAPS O TOP @"OTTO'. 2ND FLOOR STUD TO 1ST FLOOR STUD CS".2B'LONG 9.ALL WOOD BEAMS E%POSED TO WEATHER SHALL BE PRESSURE TREATED, 2.ALL JACKS L STUDS TO BE NAILED•/I6tl NAILS a B'O.C. S PROVIDE 7/B'X5•%S-TOP @ BOFTOM PLATES MELD ALL CONNECRONS • SEE STRUCTURAL NOTE SD. S.PROVIDE 3 B'%6•X.:TOP @ 5 B•%B'%)2 BOTTOM RATES. 1ST FLOOR STUD TO SILL PLATE SP-1 ■ SECOND FLOOR FRAMING PLAN scALE:T/E•_T'-0' 1S12 - I ,�,�.L.N a mRDE a�PDar�. oa SMRP Mma PR.HMO no ED SELLDORFF RESIDENCE r' paRlEr awg7Ri aLAD: THIRD PbOa PRAAa+P N@OERa: 11 rA((O-R-.(a'O.G COIrt.S(1eRe.oaaeL.e. ` e•calcnem v,..BAaa a.•ceo(r we ev. aEr BAaa aPP a BOTioM AN v,an.soN wu+,(.PAra M.MRERD uan tam^ro.oRM PecM roR T+re eoiron errs").ro eeaweno]L I•naL Jawr Ixar1(ro ee THe Rmnxuaur.o'TIm rRMaa MaevcTtaeR 102 BLUFF POINT DRIVE a v/va•las PlooLn veloa•(r o/c eano i)m LoveR P"- L De veawNeO TO CARRY ALL LNE Alm oem lo.Pa.PrH i.0 LNE COTUIT.MA 02535 . ppp/p TMe aloe vLal®Mn vOa.t RenvORCG A INS-aL•a a i1pN NOT TO baCJ;eD✓----.MARC-.•r0 LeM)L!•JM e. TrcAL oo'-'m•aenl•oM- ar rMu Layx COR. ee..en�wa•r rMe wm oe.Lec rouRra ame(:ONNBRD aw VTRT-1 R e•mRE BLOCK. Lr c OVf a roa PLOORa VITN M•RBLR CGRAMC T13 OR LaODTONe THa TOTAL bm ovml coRD.3. BAa TO ve+r uAL TX:O ro a'".T T BARS oevLecron a.(.., Nor excsm✓em POR e.Ane eou.l io oa Lma THAN u•a. C VIXTIfJ•1-RenPORCnO BELOW T)q.LEVEL au... BE..BAR..AT iwE roa ORE•iea T11•I'1 u'O TMe iOTLL bm PBP12CT1011 aMALL roT BACEEO PReOH BOLO 4ROMT Tb RUOMi CM.mer BARd�R 1r�ivE Y LEm TmCOTO M 6v0CP®Br lnre M -WORE Or e.04C/. BARB Tm OPEM cORvd O (T T1re TO Bmarm V•LLa TO D L.STUD CRACKS .b'O.G MA A. A RmR pviRnO VAld TOM f.e OTD OaA[E XD VP.]•(e•O.G V/DOLELE TOP T14IC: i en^•pOTTOM vIJ.TEe,AT ove)Ega 1)aa nPLt ME•pERa:IL kb v,VT mA PLrtCH. TN0 a vaOYOp LATERAL sNOrORApp POR T1q aL•B AT Cw.r•eY Em ALLMAN--TO eE ha XO.11.2.(e'O.G M•A. O(Ov6e.POR LOC•RON OP CERAM TL AHO MARBLE PLOORD mmIEGTbrt MBE RN_BOLra A--A. A.A.RmP C-a MESOERa POT(VOOO PRwNnO:LTA 1C. M•M iM T T YL DEAMa OR M1mYJ.vLVVOOO M1.Ma B. CJrno+Er:r vARnimN BLOC PBRINETEa U vERnCeL BARD•COR�(ER.. u rn.�R=no�yr D LA- M VO•.(.'YM1 OR•OE PLYVOCO. MBE VEar aTDTEM r�IC c poYon]Puea.Bari waaoum Arm e•emNeaera v.aM :'lo War.,, ul Bova w a/.•ecaeva•(z oc Au.Ov]lo Burr Mwrre cL.oeEa TM.n GENERAL NOTES: wneY ro RUE raoM e]Pvoar aL•e ra oN oPP-Barn+O;L;a n.(MCOLr TO Memea ea.M v/Ol m.a,a ws csaA t)a Rr M�E'A(;RD .I.V/VPJDEn PAN DEEM aOLTD Vae IE 90.TD I(i0-eeAl.a A]m IL aoLTa MO 9D•B01 w P tl.e .-all of :'. P. Tnw¢a,Me.xa Dlvx vmu wom,ernwammo, .ar NA n vNaL•HArcMe •REAL:a/a r.o PLvom TOP um BOTTOM ^NC a PLooa e Arm nea_v,a RnP-aMANX*s•o.c aourr vine Lrwrr PETLaea PaXx( inalcoiae�nDr.oln o� oM vAnel PRovlPe Bow Bbtxn AlonO.:. wveart.owea om.tl UDrbq ero ubAw I..RL.ruT w rum adafDARY EDC�D. by Pntl remeln A.0 t. I w.um (t w.sr cwmecnOND aMm NA Na(rtIC•I(E im ni V P V. NonPro orl of Dormo .Ia•N� Nkndoax.nyicnlroct Brc. AnOIP aMOVN.aMOv VELpn3 Pon b roof drpo bP u-.0o y any PPr.on, Y-• '�` ~ 'pR� PROYDS Clwa (/a PILEra. TD wrm V/.1MCRA N.m or cor gy PAn for a Aq Prabbro:.xcoq w]n w wT+n rm •a.mt POClllo w an ♦off Pormle.lan of Ina Iirm ADane•°�•�^ AuxX Aar DO(o V o u Ib M1 o l eo l I Aly O-e......M1... lh. nfbOl., onommool ccbIA CN-W....1.1.bP b..�wo;' ..orb...,.>...a.a.. A, _ - .. .\,•... ... W.�)..MNw. .. �ij _ b M Na ..-. a.w.a urrt � T •\� ` e l J,� 'T/ =M \ \\�\\�\\ \��•;,Pik`5' ��,��` r\�\i`���}��\�/•\ J I I �{w � °�I A � Y I `� •♦-oil �`t // �l�l`�'C \` \\ .o'C'a�`, ��\{ \#��\i A�`i\ ��t i.� ,.mom_ +^ 1 �,T °"•r , s V\ Architecture+Design 812 Mein So.W / \\ \'�/ ( DAyA \ T SOB.205280 Po'1/Ipg F SOB-0 ` / rtlG�aleall. OF 4qp ' / __- v/A...o• a P / P�nrPmrPAer ..:br. \ _ r/� \ 7 Ti I T. VARNUMPHILBFiOCK � / o MECHANICAL) No. 30690 1 HEADER AND BEAM SCHEDULE(") \ \ 'M / / _ /rCC'SSI NAL i MARK SIZE MARK SIZE L-1 (2)2.6 V/1/2'CDX PL. L-11 (3)2.6 L-3 (2)2.10 V/1/2-CDX M. L-12 (31 2.8 L-3A (U 242 L-13 (3)2.10 L-A <2I 2.12 V/1/2'CDX PL. L-14 (3)2.12 PPAJECTNUMBEB: SLOOP L-5 (2)1.75-.9.5'LVL L-15 (3)1 3/4'.9 1/2'LVL L-6 (2)1.13-.11.875-LVL L-16 (3)1 31.'.11]/B•LVLl L-] (1)1.75-.i.'LVL L-17 131 1 3/.'.1.'LVL \ \ I oRAwN ev:ON. L-B w - (2)1.15-.W LVL L-9 (I)1.75.X I.'1.33E TIMBERSTRAND LSL ( / SCALE:AS NOTED L-10 (1)1.25-K 14'TIKBERSTRAND LSL RIM WALL SHEATHING SCHEDULE \ / L-13 STANDARD HEADERS:13)2'.10-W/1/2•CD% L-22 (I)1.15•.II.875-1.55E TIMBERSTRAND LSL SHEATHING HARING REOIIREMENTS REMARK C0.L!(N SCHEDULE / DATE:IAAY W.2DOB L-23 3.5-X i.3'1.53E TJ-W TIMBERSTRAND LSL EXT[Ro3 WALLS L-24 3.5-X 14•24E PARALLAM PSL 1/Z'APA 6tl COMMON NAILS-6'-EDGES AND MARK SIZE MARK SIZE _ L-25 3.5-X 9.5-1.55E TIMBERSTRAND LSL CDX PLY 12-P.C.INTERMEDIATE.8LOCK ALL JOINTS ALL JOINTS BLOCKED Cl 4X6 P.T.POST CIA AX.POST MUG-FIR y� HISC. REVISIONS 5119/8 L-26 3.3'X 111.5- 1.53E TALL TIPBERSTRaNO LSL INTERIOR BEARING V•LLS C2 121 2K6 CRA <2)2X. �S L-2) 3.23'%9.5'2.0E PARALLAM PSL 1/2'GYP. 6d.1-]/8'CDDLCR NAILS-.'O.C.MAX a 1ST FLUOR ONLY NFSC. REVISIONS 529/08 L-2B 5.25'X 11.875'2.0E PARALLAM PSL EACH SIDEC] (3)2K6 C3A (]>2X4 L-29 5.25'X IV 2.OE PARALLAM PSL 1/2'GYP. 6d.1-7/8'COU CR NAILS-T•13C.MAX OR ALL RmRS ABOVE C. CORHER PILASTER:3/2'.6-KING STUDS SET IN WALL CONSTRUCTION � L-N 121 1.73-X 11.6]]'1.35E TJ-V T..KRSTRANO LSL EACH SIO O..1-1/4'TAPERED SCREWS a 12.O.C. FIRST L-31 (31 125'.11.815-1.3E TJ-W RIMBOARD LSL C.A CORNER PILASTER 3/2'.4'KING STUDS SET IN WALL CONSTRUCTIOx L-32 <2>1.]5'.11.875-22E P.T.PARALLAM CTQ TS 3/I6'X 3'X 3-ASTM GRADE A-500 V/ IN FY•46 KSI L-33 3.3•X 14'1.55E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIDR BEARING WALLS) Ca ITS 1/4'X.'X A'ASTM GRACE A-500 V/MIN rY•46 KSI NOTES �ENING ROOF ABOVE RWr L 1 FLIT ROOT L 2 RRS 1.SEE STRUCTURAL NOTES FOR REQUIRE MIN F D VOOD SPECIES AND GRADE. C9 TS 1/A'X A-X 6-ASTM GRADE A-300 V/ Y=.6 KSI 2.MAIL EACH PLY GF M TIPLE KEKBER HEADERS V/(2)ROWS UP TD 3'-0' 1 J L 1 S 1 J L 1 S 1 J L 1 S CIQ TS 1/.'X 5'X 5'ASTM GRADE A-500 V/MIN rY•46 KSI SINPSCIN TIE SCHEDULE 124 NAILS a 12-GC.U.N.O. 3•-0'TD 6'-0' 2 J L l S 2 J L 1 S 2 J L I S C11 1.]S-X 13'LA STUD KING V/SPF JACKS O NAIL EACH PLY IF MULTIPLE MCMIER HEADERS W/(3)RCVS 6'. J L 1 S 2 J L 1 S 2 J L 2 S LOCATION SIMPSON t[E DESIGNATION TITLE. 12d NAILS B 12-OG UAM C12' ].S'X OS'I.BE PARALLAN PSL COLUMN ..GLUE L NAIL CACH PLY OF MULTIPLE MEMBER HEADERS V/(.)ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) THIRD FLOOR 120 NAILS a 12'OC.UNZL -Cl_3 3.5'X 125-12E PARALLAM PSL COLUMN ROOF RAFTER i0 RIDGE BEAM LURID HANGER FRAMING PLAN 5.MOLT KULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER DEEMING 1 FLUOR aBpVC 2 FLOURS ABOVE MANUFACTURERS REOUIREKENTS.U.N.G. UP TO T-0' 1 J L 1 S 1 J L 1 S [1. 523'X]'12E PARALLAM PSL COLUMN Roar RAFTER Tp HIP BEAM L590 CLIP-i PER EACH SIDE 6 PRE-ENGINEERED COMPONENT HEADERS MAY By SUBSTITUTED FOR THE 3'-0'TO 6•-0' 2 J l 1 S 2 J L I S CIS DOUBLE RAFTER i0 RIDGE BEAM OR HIP BEAM LU2I0-2 HANGER HEADCRS SNOVN THE CONTRACTOR SHALL SUBMIT SIGNED L SEALED 6'-0'TO 9'-0' 2 J L I S Z J L 2 S SHOR BRAVING TG THE SEA.FOR APPROVAL PRIOR TO FABRICATION. C20 1.T5-X52'TIMBERSTRAND Til KING STUDS ].PROVIDE 1/2'PLYWOOD SHIM B'TVN EA PLY OF 2.HEADERS WHERE J•JACN UNDER HEADER RppF RAFTER/TRUSS TO TOP PLATE H-B (EXCEPT BECE EXTERIOR BALCONY BCANSL MATCH DEPTH Or HEADER. NOTES:S•STUD NAILED TO JACK ALONGSIDE Or JACK 1 Al COLUMNS ARE ro BE SOF STUD GRADE OR BETTER U.N.O. ///A��' 2 ALL BUILT UP COLUMNS TO UF NAIAD WIfH I. O B"O.C. TOP PLATE TO T�OF 2Np FLUOR STUD SP-2 . &ONE PiTUT PARALLAI(PSL)BEAMS OR EQUAL WIDTH MAY BE i.ALL JACKS t STUDS ARE ASSUMED TO DE 2..SPr-L2 S.STEEL COLUMNS TO 8E YAHUF.TO AST4•St]. Sl SUBSTITUTED FOR MULTIPLE LVL BEANS. GRADE OR BETTER. .,PROMOE OPPOSING PARS SIMPSON LCE.POST CAPS R RIP k BOTTOM. 2N0 FLUOR STUD ip 1ST FLUOR STUD [522.28'LONG 9.ALL WOOD BEAMS EXPOSED TO WEATHER SMALL BE PRESSURE TREATED, 2.ALL JACKS L STUDS TO BE NAILED./16d NAILS 2 a.O.C. i PROVIDE 3/B'X5'%5-TOP A BOTTOM PLATES.WELD ALL CONNECDONS SEE STRUCTURAL NOTE 30. 6.PROVDE 3 a'X5"%6'TOP A 5 B'X8"X12"BOTTOM PLATES. MOMIM 1ST FLOOR STUD Tp SILL PLATE SP-1 THIRD FLOOR FRAMING PLAN SCALE:1/A'-,•o 1 i, � tI1 � \�l��t� la+:♦\\ice' '11■\� a�;,� ;'�1;�'�-. �-.��.�.�i� I WE INNER RK �-. - - - - _ _ _ �111►�\\._ '" 1�1�����!�,i�=�u�!!n!utll� ill �IVXWM� r1. .�.�' � IE�Era�►�r,Jll��1�{#��I�lillll�'I� �E i I ! "" u`�11■IIA�■I 11■1�111•� llll I f s:�� 'il■III■I 11■'Ii��■�i�.�`«I,t��lll` �� a I(�I■I�t}l�l "i{`i�l sl'N����ILtaehfCl7�.f��lU���Iril�1 ,,: 1111■i�11�1� ��P A I I i c j�larw l/I�il 111,11MMAN65 Omni,M. , 11 �Ire�����ar.Ti1lE�31�� III/l /1► `-'f � f A11111I 0 MEN 20 R will, OME J ► �j_ CA .�Saw / .�,� / /t• ' ., �C1 � all sz i 0 _ 1 e ■� • .r - SELL'DORFF RESIDENCE " >. 102 BLUFF POINTORIVE GOTUIT:.MA 62635 p-r I—w o'DRAN 10R WEr.Hr-BM On rw/x'xo A.-VAMZCD-A,LOA FLOOR CAMPOxNTE DeCK V/OI'IE LAVER OP O.a WZLxit W WP On SLAB AT IILL.TBRnPT@ OBTALO gpPLr rq� RADIAnT MBAT n auBl q acaeveD A..GLUED LOOR J 7{'_PAM3N@-P.wPTERPRO°P JOPIT SEALER L °��wFy a,-4 _LP-T xxe ulrrRmreD aecolo vuTa zxa LHTREAT@D xcoro vure � - a�Ravec'snD ci�o�iB�OO4 p�PawRH TREATED ua PPa�L°nalRe T�TR ua GENERAL NOTES: PaE -TREATL7T TE 0-aA.L.EA— ra ovca SILL SEA Ta ovea Su +xbrAMaePenDecPPV OVea.' W/''.'1A vP3wPn 01 AnD PVeaa-MASEr OVBR.' ,'BLUeaTOne PAVERS-Mlp3er OVER 4• o prawinp and all Ot OVER 4nD a TEEL PA.TEn A COMc SLAB ISES L SCAPE PLAn3 AID COnC.....IaHH LANDSCAPH PLANS At+D VIP kba9,vrarlpanlm113. aPecPlcPnOlul avecwcATwnal evec.ranonal al TOP OF FIRST SUBROOR .3. TOP OF FIRST SUBFLAOR ,3. TOP OF FRST SUBFLOOR TOP OF FIRST SUBFLOOR .3. °Bco�e�norool�o. ELEV.-32.0 ELEV.=32.0 ELEV.=32.0 ,>, �nW o«.1 I°I,a 10 1I ELEV.=32.0 pT TOP OF FOUNDATION WALL TOP OF FOUNDATION WALL no oroa-Y oI DPr TOP OF FOUNDATION WALL Hlmaoan.Arcnll«I«. 1.oz Lc-PER-I PLASM ELEV.=31.69 � ELEV.=J1.69 ELEV.=31.69 OVER DECY�__R Cgnr.awua II Inaroot anon o0 II i "= DecA PRAr°w.._. gun:oa oaraor''o°m�%� SCE LAI+D.CAPH DW aTRUCTVRAL DRPWnG. O °vL'1°rvoTMODTMA�w°C PT"E_r vnPRvr + / .+• - r r d, °_... dl °' «rml.e{on°ulna mm +a•o.c r ..d.. t ve• r TOP OF SHELF ! TOP OF FOUNDATION WALL TOP OF SHELF II r a Darovalo lcnOlooll tt T TOP OF SHELF + ELEV.=30.87 ELEV.= 3 ELEV.=30.83 ELEV.=30.83 j1 x I I s/e'ow A+e•AncMOR BOLre PeLr PAPER OR eamALenr rPPRAoCDTIIa°anal PLCATE:o-'_F_ro ono .>o PeLr PAVES OR HamALenr of«ravancloa on Ina PoV.4 nOm-m 101 woe PAOE OP y tlw�y,y,«pt,wl,ya I�4o�ianRH BA--wce PAce oV II..� ID AS BARS conrnuoua AT rov °Ib enGAene TMe Moab.WALL STEEL `Rs::.; d� I LEDee - :. � o e e era IP a qI/I .114 wnr.Lou3.AaAB/+0•a,,.<, AnGLe _ MET-eeT.. PROVOE m.•PT am SILL PLPTE, '; :, �'dl� aovom IOI1no allan°on vaovce rx 4•PT avP SQL Pure. .a la s/e•Dw x+r Pnoloa SO—avacBD BOLreD ro wnc WAu.W/t wLT, I E�1 OATMO PASTEn W/vrx e•AncRDa BOLra PAa +/rx°•AncMOR-_T3 II c nAA.EATE.-G PROW rile II EAPAn.wa BOLTS .z.•o.c.r°cx �'"`'`-*" III BP EPACMD m�noa a�cnonoa omoaro� SPACCD O'-O'O/C OLATE DOVn TO AID 6n64G01G WPIDED TO METAL DECx 0'O'O/C TOP WALL ESTA" III TMe MOR¢w.„ arePi alb roP WALL Der.e_ ,cull: •t0•o'c' TOP vALL DarA- OI EA AS TOP SAR3.ro SET VP nr0 DI EA.c TOP BARS.eI SET w mo s*'v.7, ni m w TOP BARB w aer w nro %�", II Deoa e�la�oa°re lonao E. t OA SWn. o vHToe�'Tov e°a MOwevEa a]• Or TOverro TTT TOP BAR—EVER '�. TTM aer 6T BAR D.PRO MR 9E TCC.PROVIDE a' 0. THE CORn@RO MUST BL'TEp.PROVOe ^^.`` _d° 1 •.w ,v9 �:� °.II CORneRa MJST BE TCD.PROVDEr,�.�•t ,' oRneR3 I•+w a aPAceD.•o' .11 o e rvAaEal 'll s/e•.t OG BOL SPACED.'-a '1t" II nj' a°a i°Te TwRoiicw-vure ° ra ngy T.RO«`GM Sa L PLA E II ° `"`"O;RROB4 au-T. .6 VERTICAL BAR.AT+r O/C I: .6 VERTCAI.BARS AT 1r O/C I P6 VERTICAL BAR.AT 0-O/C -µwwww.. All .6 VERTK:AL BARD AT+r O/C .S MORIZ-OARS AT+r O/C I Pa MORRONTAL BARS AT tr O/C PS MO4ROnTAL BARS AT+r O/C oll° .a.0--TAL BARS AT 11 O/C RUB-W eRADe WATeRPROOPnG I*e.IBMnE RUB-R GRADE WATERP.00P !RM&IAnH II BELOW GRADE WATERPRO .PIEMBRAnE 5 it °SOW°RAGE a TER R —NGt I. R-WALL•OR Sam Aa II WPLL•OR as LAR II "4 d ! .P__. X, II r Rwo roux°non n3uL..rwn II Rno PoumArw.tn nauunon .II 6- oar-W/GORES w.SPAr�eveR i <I e-oRv uo v/CORE3 UP,SPA-ev.R ^�- .II wARn.Dar OR eouAL o Il BOARD-LARn a ORr OR ew.L 6a PART a ae SMown On DATIOn PLAn ^rL., 11 vo PART oR A.IX nG OPA"TIO a1tBAA-P"' ° II RE�E Duane PA aw-.LPB aE°eNe, row•mG 4+0.Enro0.CED 9LASV�Yw LPCEI•ENT PORMnG WBiErPOR<ED.LAB �' °ll PII °swPoar wL.�s PLonG woe eD4@e N .1, ° A.II suP T mLv S PLon4 nwe eDcca PII I Ally dll All II dl dl° z .D II. sY dl A it II. II ol a ,rz-:;; II :.,x."` II° qi. a Ad .nddl dl ;,tf: oll ed Nichitect Architecture+Design `s>' F?, °II. 812Mwlsa«I °a II. °II: µ C II oDa ea.au ozBs .II II /'LvY II `V`•Y III F 5 4M2 d. II y OI NOVA .6 VERTICAL BARS AT tr O/C l .6 V@RT BARS AT Ir O/< I A .a VERTICAL BARS AT 4.O/C _ A6 VBRTICAL BARS AT 43'O/C L BARS AT+Y O/C Id AS,IOREOnTAL APR.AT tY O/C lMF T`y d t �\ V .s MowzonT.L e.Ra AT+r o/< , 'tom`"` I .s MOR¢onrAL BARS AT a•o/< I a ! JI .aMORROnT. H1.I $r; ^III n ` tT. VARJU?w/Rexa-wv.nowL• •roconc.Sue W/exawa4x 1.. s•conc.auB W/axa-Wt..xwa. '.*"' .•cone.Sue W/ex.-w+..Awu I PH i LE3FRO�K OVER.I+d POLY POR 1•. OV@R a ML POLY • POR .W1.OVER a III POLY a rtn.v II '"rr a BPRREa aF: II `t Pvoa BARREa l ,,,.�-.- I VAPOR BARREa j1i ,yIECHp,Iyic.AL VAPOR DARRE4 l V R 4 •�''-�i BLOCK PL48TER3: • �i: .A �• ��^� W/c RES uP.SPACE Even. Z °•AP DRr AS w/coRea w.SPAce eveRY '•�"�`„- lIl .. °jIl LOW cRAoe w.reavaoOPnc Isx-leaAne °I I.>$ To Rerc veR A.I°Ix D°"'Lawc OP"ATosI°sPauePL"I {''.+�" do°I"'a�• °ro Pae�Ne I+w D'roimnc 6 -a-WPLL•oa aa+"AR ° P_--IEnT PO- u+RenroRexD auB :<\Y Pucer-re r f' Q� G �5 l S oPDRT 4D' I o1�n-1�°D� I euPPORr DDLU Ma ALDnG w�E EDCEa W« oc uP-T. II .S DOW V,• .+z•oc uP VEAT. I' DOWEu .+x•oc uP veal.` eAa°SOr"`'''o•rmi tz ' III e°Ra>w•r+PI. I .a DOWELS .+r o.c LPP veal. I BARS ro•nn ati•, I +/r exvAnswn ben II yr exvAnslon uonr ..>. yr eAPAn31on,towT °d° +r exPAnSwn.tour a t:•.->. �'I PRo,><cr nuAteER: sL a Low caADe wArenvaoOPn4 NE.IBnAnE RI •fi`< BeioW cRAve wArcRvaooPmc nerBaAne 0 BELOW GRADE VAT@RPROOPI+G IIeMSRPxE A - .O n11A �:.. U9-R-MALL'OR awuR I s .,ry.y I RUB R WALL R S t ./r. Dpl . .<' s:.>.. <' >� „ ,.Yy ..�fc.f�J 'I I. `% •µ':w< III <t i w..:: .III. q.T@R PAB >. •.{A'.�.. .Ws S {•'' ..III 9 *N PLTER PA&BC '£ V •y /.vL. FlLTe FABRIC '":3 f 1•� j.��y f F* Z <' II' Pa.TeR PAewe zc( 3 It i ° I cRAveL .. •Z. Ar owl ra°veL 'F r,n {,�• Y, T caPVEL z - I , t IXiAWN ev:DTI.w T' jII Y t`.gy ' TOP OF SLAB xz > x s` TOP OF SLAB ? x. 3' TOP OF SLAB '` k 1 uz oI TOP OF SLAB A' .�x _ ELEV.=20.27 ELEV.=20.T7 tr - / ,r 1 /. ;j I ELEV.=20.27 2�- �. o I EL.EV.=20.27 > •:^. I scALE:As nroTeD 'v �y TOP OF FOOTING I.a y. / �aJ I. TOP OF iDOTING tys .I TOP OF FOOTING < TOP OF FOOTING .. ._ I •. _ 3 - - .>,'', Z _ _ DATE:nlnv 30.2'%)B ELEV.= 19.94 A ELEV.= 19.94 4,n. - EIkY.= 19.94 f,�,.�H 0 4 .I Er.�.xt. p'. ELOOI.r-Al l conr. TaData it DOnr. W.. I o DOnT..H w.Y A _ II a e•Du.conTnuow II° e•DA con now l PoaAreo we Da P !lo MISC.REVISIONS 5/19/00 °vco�rlwc DR PER�RATm we DRAW .II. ° ME�R�rEo Pv To .r^ I a. h nroLo Pw Rvt ro ,ti . I'' nA LD P o Run ro LD AnD Run ti 6 J eueAR came 9 I ° MISC.REVISIONS 5/29/09 CLEAR 4RADC R GRADE CLEAR - 'e.>T'-./ c•� a / v • v i BOT OF FOOTING :_-'..ai?`^;,:e` BOT OF FOOTING >? :: 807 OF FOOTINGOFFOOTING n? , ELEV.= 18.94 ELEV.= 18.94 ELEV.= 18.94 ELEV.= 18.94 °" wrx3o•aTR +w3/%3'°e<RPa°TAG wxi xa STRv mo _ t.1 M)a aS SA Poorwc S,,a. ur.s BnRa conr. DI-.a cony, ra• ar s eaaaP"con. /uM s BARS cony. DI.s BAR.con-- DI.6 BARS COnTTIUOV. 13)Pa BAR.COIrilRwU3 (L.b BARS COnTnUDUa VOE ALL MORRONTAL WALL OAR.v/V/30'A 1D' roTG PRO—ALL MOIxQOxrtPL MALL.AR.W/M/10'x 30' IETE:PROVDE ALL MORRONTAL WALL BARS W/W/xe'x SO' nOTe:PROV Al-MOR60NTAL MALL BARS W/W/1D'A Sa' ICATE CORnER BARS RY+BPCI(ALOn4 VALL BAR.AND ISgCd-CARxrL'R SARE Rtn BACK ALOM°WALL SARS Anp DEDICATED-IBM BARS RWI BA= I.MALL BARS AnD D�DY1T..CORnER BARS RY,BPCR PLOnG WPLL BARS A- L_Ai-.PLIOBD n HACM DRECTgn LAP-SPLKEO n GCY DRECTIOn LAP-SPIT•^M EACM DRECTIDn . LPP-SPLICED W EACH pRECTOn TITLE: FOUNDATION DETAILS • , � S3 . 1 TYPICAL FOUNDATION DETAIL SCALE:IIrt-1'-0' 1 FOUNDATION DETAIL AT DECK scALE:,,?-,o- 2 FOUNDATION DETAIL AT GARAGE scALE:,,rI-ram 3 FOUNDATION DETAIL SCALE:I12.11-0- q R h 4 0"va gay L b p" Rr �o">a L A A� Y;A '�'Sm.,ip` Cx v v"n 4Y$y RZ °" >• b 'A. i a r2 Ss 8C `8 RP A �gR 3 g P gI g` _�H� P P a g ni L4n> �+ g $> E wlBoa� »$ P G.o g6 2 o H tG 4 $ �b $ 8 8� �� g r � g u gP.°n 4 e i P 3CR°og 4 IF $�I'y 8�� " >¢o� Rp �� y NA' � r R $ o Wo' 8 R .0: b,n r• � • '. � €� q s9 ' v' '•.. 'i.. . o A� � of o u � 5 ' n ">oyy�, S°�' $ 6Q no i6 8a$r 0 °y tiR ag} " ° F R� 1 uP �, ezz r 6 . ?_ Rg6R A r MB °'bp � � A 5 5 !. S 5 +, {t �#; 4 '�'t wti ! 4 A'( � �,a �,;�s.. �{,s, i �4 :. 'E 4. �'I•}, '�45 � [� � 86 ,t� g 4 # sv v; ry i. . ; r ,, ,.>'� rrir �, ;eir rr ,, 3' a „3, r Z O gA• II �� 8g III °: p ' .. Q '° ° ° .. .. .° ^�' • p ��-8-- � �.o D . p. ¢ x-a• s N 9 .4 eg g 9 8 �g gaR'{o;na3 ga' L a `ore u 0QQ�44�0 s gb: g � � mCh Gppa '� oT o O II o P i ( p � pL75 S p�'2 A }q HUgAC I !u > o•I O b�2 >g$G�7 E n AM $»n� g> �"�i.(S� ' ez' 'gfig Cg o 5^ $ 6 �• > n c g �go `r R F g n hn E� °_ ` Mi n is 8 $ nRp 0$� k P 5 ti;�•. o�� 5 8c o 0 F R Z 6 n ° ^ �gAS ° $6: A C z „a r A .j �5 � x F2 5 '; 4 4 34 J {94 \�;2.;94 F j94 7. 94 �.4 ..F2..54. �� {95•aZ•y °'p �MA ° ,•€�ar; i�5° rt tom.: r-,t�ty# � ` `�'; 'p b,.t y#`�!yt � ry"r ,ts ax."? x��; ,�� ��t� 6.•Rs q6',�� i�.� Z O g € II ti Yy� O 0 0 p 0 I! P yy F ~yp �y ma .Po HS ' Q p9kk g S °r,.•,y i` ol^ .g py T. $ S b r TN mr� n 0 c ' Z ` - 8 O o ° 0 e p ° ° 6 p ° . � As 4 o a w - •"$ A s e4 ppq ¢s C9 ? a °p°p' a� 2y{F? A 11 Q ' ( !p ,y • 7 ( A p O F(:I 11 0 L(���N 4 n ,,,vvv�o �R A _ gg 8" $6 gy6 $ $ $ >>"r m oy" o gnf6 �n4 g 82, n - ( m y�':..-.c;r��i:• t� ;.i.;`' �kri: p g� 5 I"L o ° 01 [x°R 66 n666n yS� 7.y 6g PH II • r. :.ri .w gg epe5a p g III ° o -- �F p II 44 T N LO�t�R1��bAo ', 'go ' '3 o; y;$o �o z �s m m m f: 3 3°O?° _gg �`9l 3�� g cm FC 3E" °g9 oz`;"88e°g Pi QBo°eF �r �C Cl) o 9 4 Z T1x bill • CA) �n—< N� m D 8. WDCD'A `��J �. �°°°$0 3 se9 S$o'so?m•o N � • n c r— nZOz m Gy^y ^ m n D° f� 6�w 0 SELLDORFF ,. RESIDENCE 102 BLUFF POINT DRIVE -COTUIT.MA 02635 f _ STRUCTURAL POST:SEE STRU STRUCTURAL POST:SEE STR STRUCTURAL POST:SEE STRU DRAWINGS FOR DETAILS DRAWINGS FOR DETAILS DRAWINGS FOR DETAILS STEEL CONNECTOR T.B.D. �J STEEL CONNECTOR T.B.D. STEEL CONNECTOR T.B.D. STONE PAVERS OVER STONE PAVERS OVER WOOD STONE PAVERS OVER CONC.SLAB®PORCH CONC.SLAB®PORCH OVER P. CONC.SLAB® PORCH GENERAL NOTES: ISEE LANDSCAPE PLAN) (SEE LANDSCAPE PLAN) O.C.DE (SEE LANDSCAPE PLAN) awlno ana an tll va aom,orrmoommo. aelone antl P TOP OF FIRST SUBROOR TOP OF FIRST SUOFLOOR TOP OF FIRST SUBFLOOR inalcalotl,noroon o. EILVV,=32.0 ELEV.=32.0 ELEV.=32.0 - °w°noe er �c rPOPrmolr'r no propo.n PI Dorovo Al r+wlaoat A.uluacl Ix. cMDO/vLAertTIG No pan awratll erlaa b° d 6i' od � "'w+DLc°re WG :a bo onv Paretln, d n.�.or c rpomnpn Itlr ePaclllc wrlll°n " pormiaelpn of mo Ilan Darov°Nien°I°all ° dl tlletlrpPanalae an ma barhpa.11W ram onm � s Drawn,la nm allanaan (2)tt3 TES®W O.C. - (2)tt3 TIES®6.O.C. - L' II•. (21 tt3 TIES®6'O.CdnoomaToa.^kcoolaa VERT.6 TOP,12'O.C. "'r" VERT.0 TOP.42'O.C. v f' VERT.m TOP,42'O.C. ,.'.",�-,' .f=.Y,,. Ar FOR TIES DOWN TOy ' FOR 71ES DOWN TO ',,�,� e FOR TIES DOWN TO Dlmonemna om to po BOTTOM BOTTOM r`yy.++„ BOTTOM ',f�4`,'r3G' oro to op eca In ae a r ft. ^r` CONTINUOUS 4X6XS/16'DMOG ^� ..cc BOLT STEE IL� II L ANGLE I IL R. II °IL I BOLTED TO GONC. ° ° '•. WALL W/ ?HILTI *, o�d EXPANSION BOLTS ® (' sF ?" 24.O.G. r . h' ° w... II d11a II 4�1 1 II< ° II NiCh018eH Architecture+Design - F y lea 4 ll°aII d II a12M S— v- a 141 tt5 VERTICAL BARS 4 owa.MM.55II T app5pa F 0em Y� I p F Af 4=4 T. YARN nn (41 tt I41 tt5 VERTICAL BARS 5 VERTICAL f . 10 BARS PHILBRO K Y�r r MECHANICAL �_ � No. 306 0 (4)tt 5 VERTICAL DOWELS-LAP TO _ _ 1 �V VERTICAL BARS 26' (4)tt5 VERTICAL DOWELS (4)tt5 VERTICAL DOWELS I�NAL MINIMUMµ`` I' LAP VERTICAL BARS 26' N:��'s�- LAP VERT.WALL BARS 26' II It Il ' 8'CMU BLOCK C'4° I I 8-CMU BLOCK VENEER SUPPORT V . II 8'CMU BLOCK VENEER SUPPORT v CMr . I. I ENEER SUPPORT �` Ibl a.I II T, I I d°III Pap,lECr NUI.I6ER: 6LD01 1I� III II ,a �, �``{'•• - Il.dll ,a. IIII U Nam'�... U SCALE:ASN TIED u,�.; TOP OF FOOTING TOP OF FOO7ING TOP OF FOOTING �L'''A EL.= 19.94 '' 4. ELEV.= 19.94 a "' o 'd° ELEV.= 19.94 0 o da DATE:mnv x.zaw I II' I II' I II CONT.KEYWAYo CONT.KEYWAY CONT.KEYWAY 9 MISC.REVISIONS 5/19/08 -:aa•:J,aL _ _ I MISC. REVISIONS S/24/08 80T OF FOOTING .d 9' BOT OF FOOTING .d /4 80T OF FOOTING .d ti ELEV.= 18.94 EL' 18.94 ELEV.= 18.94 12'X 3'-O'SQUARE p'o' 12'X 4'0'SQUARE 12'X 4'-0 'SQUARE— CONCRETE PAD W/5 CONCRETE PAD W/5 CONCRETE PAD W/5 EA tt5 BARS EW EA tt5 BARS EW EA tt5 BARS EW TITLE: FOUNDATION DETAILS S3 . 3 FOUNDATION PIER DETAIL AT MAIN ENTRY SCALE:,,?-,7 1 FOUNDATION PIER DETAIL SCALE:,,?-'' 2 FOUNDATION PIER DETAIL AT COVERED PORCH SCALE112-1- 3 :J i • a SELLDORFF RESIDENCE y 102 BLUFF POINT ORIVE -COTUIT;MA02635 ANGLED(2)EACH j'SPLICE , PLATE CONNECTIONS W/ 11-X it SHORT HORIZONTAL SLOTS._ _ PROVIDE J' A307 BOLTS W/ NUTS E WASHERS SNUG TIGHT. _ ALL PARTS TO BE D-HOG _ BEARING PLATE T Poniei�aoararenanra wi concenLeo `DROPPED W10X17 3 X 5 IPE DECK PLANKS PIER•PLAN ANCHOR BOLTS PASS THRU ]xw v.r.aiv.+n•o,c.oec¢.toms W/CONCEALED BOTTOM BEAM FLANGE aTLor®veveas-N ET—I s conc GENERAL NOTES: FASTENERS a lase LArmacAve vain r�o arowmo ona mi of loom,mmrgomonm, TOP OF FIRST SUBFLOOR TOP OF RRST SUBFLOOR �ulcatcu ELEV.=}2.0 ropommo]m«oomtuo ELEV.=32.0 sin no proponr of Dotpro Nbaleoli Arcnimct Inc, TOP OF DECK T OF DECK oo anpll oo ELEV.-}1.50 ELEV.OP u�1:aC ev nr po.°on. SIMPSON H4 I t ° oly p"poao cWmpl ww, m32'O.G. I 0-- Iron po.ml.Blnn a mo arm A�cniloclnol ^ - TOP OF WALL 2XB #2 OR BTR PT SYP ELEV.=J0.52 �w.}� ciopnnciae on mo 016'O.C.DECK FRAMING W10X17 O O W10X17 (BLOCK SOLID OVER o o Q •., I °d orc�m lolmo mlonuon BEAM LINE) I cn cm loci oolcre TOP OF PIER LeB:s•"r .1.A .'+-- Ii co m m o n c o°. ELEV.=29.80 aLl.cw xse Doown io Bi.oca `;)4�' °II- Dlmonmone oro to 00 DROPPED DECK BEAMS: vgoa conrnwua u 3• °ro to oo°cnl d. 1° I Q``' vine VIGOR mMte DA4RCR hl`�::C' a ewino as W10X17 W/CROWN UP.HDG _ eeTweEn MHc4ere Arm o,µe a AFTER FABRICATION.DRILL TOP wooD w ]atous it FLANGE W/ DIA.HOLES ovine 2xn PT.11 ti PLAT- SS TS Pvacrecn1 W11/2'X YAncHoa BOLT. STAGGER SPACES IP 32' O.C.TO RECIEVE 2X6 PTSYP TOP NAILING pll • SLEEPER. II•d. ,.tr.*^, °_II'o BEARING PLATE/KEEPERS: d' z'X B'X 10,BEARING PLATE W/ a s .5, jI }' DIA.OVERSIZE HOLES FIT vea—DA4a AT u•orc OVER(2)EA.e'X 12' ANCHOR I¢ .+o GRAoe NAae� .s —TAL DAaa AT+r oic -' II �d ;;G?C BOLTS.BOTTOM BEAM FLANGE —° +.d � II ° TO FIT OVER ANCHOR BOLTS —`*_ II d AND BE BOLTED DOWN W/NUT Ib II �'' " - E KEEPER WASHER,SNUG TIGHT. eLm e P Y.aTea », 91 ALL PARTS TO BE D-HDG. II A ° li E—Il oa Lqm ORrt cones uv.svece r:Y,. a a wwn on ;y:x 12) a3 TIES 41 6'O.C. FaunosTon van ro 4eceve na in Q OURnG PATO tAtB-aL48 PLl.Cer¢Hi ' F04I-nnG Vn4EmFO4CEG aLAe aWPORT d - VERT.®TOP, 12'O.C. ? COLIMnS ALONG nsme eDGea FOR TIES DOWN TOt.: BOTTOM " .II II T`:. II r :. AI a.. (4)a5 VERTICAL BARS '�.�+?�:' .4 T:�:': ed e L ] (4)45 VERTICAL DOWELS vAal s h ° Architecture re+Design �I f"�•�. II. 812 Mein Dupet "e<e II° T sin. s2DB I d:d II � d F SOD Ap 22a0 o oll.. nkinlaen.can �: ♦ II � F�c pip /(� II QUAD II Y� '�ii tN Vr IOIryS(` •.O� TOP OF FOOTING II. I •s vc4rlcs.L DA4a AT 1]oic I ��` L64 r5 ELEV.=22.94 'do •s non 01TAL BA4a AT+r O/C -&I' _� l! II. III o T. VARNU M `ram CONT.KEYWAY vi,, II A. C lq° PHILBR004i in J III�eI h II o MECHANICA BOT OF FOOTING 'O '"1 ""� v to. �Co90 ELEV.=21.94 e ,- 'T•o-�+:yylz, I 12'X 36'SQUARE a'o' CONCRETE PAD W/(3) eea3a EA a5 BARS EW i ° ll II .•:-`,. I d• PpO,EOr NUn+BEa: D WN BY:W.M • 'e�� � srue:As nroTED TOP OF FOOTING II b ELEV.= 19.94 DATE:MAY 30,2D08 coHi.mrwAi �. II' ` 5 Ito ki ;.ifiNi 5.'I h 801 OF FOOTING ry ELEV.= 18.94 s, I v%i]°r swan—T I r n• 1]I•6.Aas CAnr]ApDa HOT£PROVme eLL-III—Al WALL DA4a w/wr]D x]D' OCDtATep CORI•ea BAa 4Un BeCC AL.-"ALL BA4a An0 LAP aPLKeD P+GCn O6ieCTIOn TITLE: ` . FOUNDATION DETAILS DECK PIER SECTION SCALE:11?•+0 DECK FOUNDATION WALL ScALE:11/?-l'4 2 S3 . 4 f Beac •O °• Noisy- s Public \ O ,.Landing CotuitSlulf ttl• .o °•Q: T::. FEMA Zone A//(e/,/If Q :,• mpso 's I%nd \�i a, LOCUS PLAN o \ Scale:I"=2000' Assessors Map 034 \ \ \ Parcel 071 \ \ \ NOTE "A't is Install Sewage Handling Pump in Basement of Pool House.Pump to be e h?. / q<\ �ATt \ \ �p 1/2 HPAnd Capable of Handling2 « a Solids. Install 2'0 Force Main to Existing 15006allon Septic Tank. / A RO \\\ \ °'•� q t \ /, Se M rem Fp�ti� �o° \ 1.0T r-.c-ea. �w0 O ZO N. I N. '`b \\ \\ oarn,n►+c tn,n.-rc:�a� G .fi / ORGP.NiC MfiTE(21AL O 3 \ its \ \ \ t 2 �� t Yw 6N ri na s Y 1-t 5t•t SciN , __ .,_ N. o _ _..,ram' _ , ._ _._•_ __.. w. /s SA.iri t0 YiZ `SIG Q qzo l-1'. YEL t5H RN GOAr2SE L_T,YE A L%s" 0RN CORSE \ S t3 \ \ C3 SANG tO`/R L/�/ �. 4 ,, SANp 1Q YR &IL4 9'` \\ \ 4,G�4 q� \� 36 \ [3RN'tSH YFt-. 1\tGl'�° C t3Rt*t'15H YeL.MEt7. \ \ N \ 120'I l C `3ANt7 1oYR �/L 1"ZO SNr1rj tovR L./G \ }.mot \ � \ \ C+�QQ�fl � / � \\`�r'Q\ c9:�\ \` NO GS�OuN�WA'cE.l� NC), Crt�OUNDWAT6.C2 4 PtZc, N©, t t c7 a q g2 �•o ,\ \ \\\\. \\ \ �S 9 LSGS -rHANZNntNItNCHA�i� a\ \ Y; �1i1iL 1VAta ENfrtflEERtNG INC. (''i �� \�` \\ 90\L,%.VAI,LaA'TOtZ: P. SuL uvAty, P,= W1'1"t`JES�a_ YJ,L�S,SMAiiA1S�-t;O.B.6.C?.H_ T Q, 'A •3f� \ f LQ \ NNN Q„ -T.H.— PLAN VIEW OCiGAN►C MAT•trC�.tAt-. \., DESIGN DATA, o t_,�wr, Scale, 1"= 20' L� 6a `/SL.'teH SRN GCActS \ \ I I '� / ` \�\ P� Family Single -4 Bedroom 9AhtQ .toY /U 9 Y No Garbage Grinder / \ DRK Ytt :tStt .{3t2N:COARSb' SA.No to v R %4/`i Doily Flow I10 x 4 = 440 9pd \ / \. 14 t>ca'tic Y9t:tsst pRN GOARs+; Septic Tank*440 gpd x 200%=880gpd ( , Use a 1500 Gallon Septic Tank. C/ 9A.Nb tOYR M/a / \ �o oA , ° \ • / Z.� LEACHING AREA \ ��'a A CZ SA1y0 toYR G/6. 440gpd/0.74=595 s.f.Required \ \ A,ty,r�\ s� \ t'a'2 Sidewall:2(12 +36 )2= 192 s.f. @ h \_ No GtzOut QWA,:rr:r% Bottom Area: 12 x 36 =432 s.f. ey: guL t_tVAt4 EtVG\NcECi\AtG ttac, 624 sf.Total Provided. \ ® BAni / LEACHING CHAMBER DESIGN ~` "TFi_2 Al I Pipes to be Schedule 40 PVC. Use 4 \ -500 Gallon Leaching Chambers in 12 x 36 Washed Stone Field as Shown. \ N q AC14 \ NNNN Rk cc'�RT^ Finished Grade ; NOTES a \ - )4Compacted I. Water Supply For This Lot is MunicipalWater. g - Filter Fabric on This Plan Are A ,h \ 2.Location of Utilities Shown Approx. At Least 72 Hours Prior to An Excavation For This ` _ y —�O _ Shall Make TheRe uir d o 2 I/8 -I/2 Project The_Contractorqq f cation to DIG SAFE-1-888-344-723 _i o Leaching eachin Pea Stone Noti i M g e � 3.The Contractor is Required to Secure Appropriate N Chamber 3/4"-I I/2" Permits From Town Agencies For Construction �' • "`-A'"'""�='"= Double Washed Defined by This Plan. ,,, °rfr I .� � 4 �10 Stone 4.Install Risers as Required to Within 6"of Finished Grade. 120 5.All Structures Buried Three Feet(3�)or More or Subject to Vehicular to beH-20Loading. CROSS SECTION OF CHAMBER 6.Septic System to be Installed in Accordance With Not to Scale 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations. 7. All Piping tobe Sch.40 PVC. 8.Depth of Inlet Tee Below Flow Line- 10"Min. i Depth of Outlet Tee Below Flow Line:.I4"Min. With Gas Baffle. ---See Note No.4 F.G.31.0 F.G.25.8-23.7 28.50 21.83 - 4 1500 Gallon Top El. 22.83 28.10 Septic Tank 27.85 ,:�z,: Bot.El. 19.83 i fro ' H-20 '• , 22.27 22.1015 a6 Bedding as Bottom T H.-3 EI.14.83 / PROPOSE D SI T E PLAN Per Title 5 ��, '• ° a SEPTIC SYST EM DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM \ FRANK SELLDORFF RI 102 B UFF POINT D VE Notto Scale L 0 C TU17 MASS. SCALE: A5 SHOWN DATE: M'AY .26 200`6 .: t' c.SwA tutvt ttv tC+ot" SULLIVAN ENGINEERING INC , -tc�us�, tvi�tta _ OSTERVILLE MASS: { 2 V 0 '� " BAY ----' 4 .•: •: �.� �; < .. y' • ' COTU/T Zo FEMA A/3 l£f /21 ' r'� k �• ----- — Z e 6 Existing k u ' { Beach Exist stairs .,,,, o .a -- • " S Existing _FEA/A Lone.Q/3(E/./2) Staffs .r _ 8 -- ..... _•. ✓ 1 �- ar s; ; °:. ;ice, .;+ YD . _ I„• .. . ' .... —.- ' ""... _' ' fir' ....""' .r'_ +... _ _.:.. . • ... ....+ ./"" _.. r... t2 - .... .•.• ' "'. 'r"'.ter, .....+ +•. 1 ''�+ r+ ..... . _,,.. 1 ./' �.+ —20 • ;d��+i.�•,Lj x;f#�, •l s'. / { /O`. .r_... ..._. r • _ ..._.` ---. .. .. + - •r """ "''_ �•^_ •.. .. -- .. . ." . .s•�'.• r". ,...-. — .�.�14 "' ".. . + .... .•�"' "',,,.. ...:• ' .'. ` � .+.^" f/ / / �e • "�'i y: F,x;'.^Hg P��4+�F"f'�.a.F.y,�, 2. '<L.p �,r;7 i�'. To\. �.. ._... .. -, ..��'�__- -._ - -'.fir ..-- '---- ..... _.... _._ZO -- --....... ` �' i _ p n -' --" `� \ l I LOCUS PLAN '\� -._.. _.. 24 - -•� \ \ { 1 Scale: 1 2000' Assessors Map 034 Parcel 071 { a r" -- \ rl Zoning:RF Q••c .-- - -- '� \ i o- � �� •� � \ a Setbacks: gta°3,as ;yam ...� ` �\ a Front-30' �€', �.� _ k co ,r ,,� Side -'I*' / e� t �. � '� .we'd v I� '� '�s \ �' 1 � N Rear-15 a -. h / 1 e Q we�•eP��' /, / 1 i u_ i.l ~ t i� Z Groundwater Overlay � h District:AP N � � / Q :fit �. t C"R4P• W C'.CpROOM W/F 1 � id at / oca •!- /'� t pWal.t_IN6 t=F: 2.0 {- .. \ �0� m A• 1 c t' 1 u � I c, 1 bOs; -. - O 3 a POOL- sPA oi- /X7-r PROP. L f po04 t�ecGK�E4• Lvp�-�L' 4~1 w\ x /?POP. P.DRIVK WAY _~ / it 1 � v�v p4 in �'L'`► a loppOF�Q-�O �:► 'a2 - ._. _._. ... / / APRON 1�HAGEARKiNIr _.. or oo, -x ' X,,..._.r X K-----x� X ® 011► STON4'.'�Cr(a.A�11s.L. ° PD/NT DRIVE BLUFF ti PLAN VIEW MOVIE" Foot-"ro 0B OZ•Ot4g tt t 1NSwuC.TEA OR APPROVSD Scale, I C 20 i r• D vc d ms: Form Hyauais Tatra Roft 28 toward Cotttit;ThIm a left onto Putnam Ave,and Follow to Band; Tatra a l�onto Main Street,and tam It vlttamr uax»t r�.t»�er a 14 omto Ocean View Av=4 and them ale@ onto BhtffPoiat Drive; 01.4663 Hauia is on the lek#102. nrrl.>iGnrMUM FRANK SELLDORFF 102 BLUFF POINT DR. Xl10�L L0CArj= COTUIT,MASS. SITE PLAN Ubp*ahmsbmfc =0rdwdCaaalaolti� o PROPOSED IMPROVEMENTS FRANK SELLDORFF Ca 102 BLU FF-POI NT DRIVE COTUIT,MASS. SCALE, AS SHOWN DATE: FEB.23,2007 Abp�e >Kaoo�id�adm 12/11/ 7 adde Nat ForPQrkingApron&Drive 12/13/O7 1 . SULLIVAN ENGINEERING INC. Added Mitigation Plantings&Relocated OSTERVILLE,MASS. REVlSLON 12/10/07 Pool ok Pool Roam, I i CDTU/T BAYFEM - -/ .+JAI `_ •• .W,. <�'� ,t los,, ;7-,.'y o'er ° FEMA_Zo A/3(a 121 tit _- ---- Zone 6 Existing ExiStiny stairs aulkhe0d —}— ""'" ..r �r • °J Q°'jaa'e� 'L31t1 '. --�,.,."'�..•.�. ��..6•r.,,,�. I J "" �....- •'V�• °, ... ...a �' f .�e. f��f' ----— Existing ":'; r"i FEA/.4 Zone.413!E/.12) _""... Stairs Zone A//�G/.uJ _'_1 _._Z, �_ �"�_._. �-- _._ _. ._.- _._ �_ _... r� ..... .._. .._. ,_,• .r,tl?��. r._ 1 �-��� .•• s m $ ,, —� �.._.. •�.^ '��.f .�+� ..� �� �.� .��— � �_.+►'"> �� i•. i_..+...•• —�r r� .r•� ""'• r..— �'�'—�^ r.—�• ....•� :."` "�;..��., .••�'-•'—'.�.�.r / � �i � �•° �•�, IS p ....�. �� �—.�...--��...,�`� � �..+� �... ��,,,.+.. �"�`�1 i� �..� _..... �•"... 1+ I"�'"..� �._•� '•� """14 "'� '_... _, .�"� "..... 1 �.. 1 // � • • m;y'l "'h��'.�• y �1L{l. 3,. �a''a. � -- .Tap nr• `_ ._..'_... _ --- '' —'....._- ---. --2'0 —' --- --;.�,.," '� � I � � � LOCUS PLAN I �, .J � /�� ,_._- -- ."'' .J '-- � -._.- '•" -- _...... ____ -- 24• � \ � t � 1 Scale t'�- 2000' Assessors Map 034 AA Parcel 071 : 1 �A I •F�d,�oQ / 'r i __ _- —- .---... \ \ I Zoning:R F oR,-< �� .--- — - _�,� �-� \ �` I cn Setbacks: op4°��s Front-34' a o , �. / .� pts �, -- co \ ,Y / Side -l5 o 2 / .� p ,r--I _ "ls i ti Rear .15' y Q �t ��,.�``c�� /' / 1 u^_i.i - I i� i q z Groundwater Overlay c ! / �1•t7• I District:AP / 3 �O F'�p I RROP• •4 C3�DROOM W/f" ( ! ` , ill / Off'id X r st_.2�.o ..rwN. "w► J, i I 8/� �Qr'J�'`/ � � • PROP. . / � � 5PA •o Ho�+sE o�. f — pOOi.p>,tGK% �j.Q�;Z4 x. /PRoP,t�Rt Gi�CEWAY .. %..AAwea / Gp��,��J 32 2 X}. —/ • ` AREA 00 S�O Z GH Cat R PARKING N W Rp.;' ._._, ... .. / / APRON r•' NAGE q x sNG� -•... . _.... ,,,, ..... -*••�' Lj-1` / ,`+, fl AiJ 5o OuF�ec+. Tp � PD/NT WA— DRIVE r BLUFF ti PLAN VIEW wO•rP-: poOt•.-rOIae Ozor44s. a �Ns�ccr�o osa A%Prckoven Scale I --20 E• U^.L ' I 'W :, `` 2� i 3,% r:3 411 Dha ions: Fmm Hyannis Tatra Rottbe 28 towanl Caton;T*e a left onto Pub=Ave,and follow to end; 'TAke a left onto Main Sbect,and thm a k$onto Oc m View Avenuk and nsvnrm:raerawrearra. ssr then a left onto Bluff Point DiiM �•466� 3 _ Hattie is on the left,#102. A�lLtGtNI'SliALl� FRANK SELLDORFF 102 BLUFF POINT DR. li4�CltAG7t0o t COTUIT,MASS. SITE PLAN m1.p�.a1 �.�od�o�c�aulo� o PROPOSED IMPROVEMENTS FRANK SELLDORFF oIe a.a�a.. 102 BLUFF-POINT DRIVE a�rmrca ® COTUIT,MASS. a SCALE: AS SHOWN DATE: FEB.23,2007 TJdspirtwe�[baomtidmedas 12/111QT Adde Not Fore rkingApron&Drive �. 12/13/07 I , SULLIVAN ENGINEERING INC. Added Mitigation Plantings 9Relocated OSTERVILLE,MASS. REVISION 12/10�07� Pool,ok Pool House. 0 CO !T BAY \ ��� TU e r r c 3 Z O �.1= ... .�'^"� 1.`F/� 10 -o a•c. •0 ?ode �� ?® o ubl gar, v, � Z $EhITS �``� /'�` 1 Re9PLAG Far\STtI\\G ""' +..,, +=_` �n�Y�F-� • .y ;ngf a� "f ^•'"" "" 3TA\Rb AS F-�.Gl. �\> '"`' �QC s w�`z'S✓�'�✓s sc�jsiz� Q A/3fE�l2J t_ncArtatas — G r >�� 3 u`tc�\SP.Q F�M,4 Zone _ _ - �x s si 2 t R �• EA\S f Lti\1G T\MOC3LA L.F. -�. ZOII@ C • , • Ylt�jst min .r ba'6�S1c.:0 ,..•^ '-' _` .._ . /' as .54'+ a y.a 2�-�•3:' ,^,.._ ...: . ... .ram 6 '.• _7 _i Utz r _ .--- ..ram '....._.. . r, � , ...+.+• '�.t ;, z ' � 7 i„ FEMA Zone A/ B o' .41 imp —14 ^"... � •^r. ^ ' '""_ 'fir `. /6•. .. ' ,..•.r' ` ,r ,.�. / ' /// / 1` .S �•;j6`P c. `wy�..1 ,tr '• irl'•',•F`' :,. ' / '� � • / .�— - - -r•�A �.... ..—._-- _'" ---,r. ..,,_. �.,_. _...- -'._,:. ���—=._._.. ..... .,...... .-•_•���o -- —'--" �,�. � � I � , L.O C U S PLAN , w 2 i --- --- ---- 24 Scale: 1\ \ 2000 n t � �P I ti �,� � . / /`c'C�„� �.,. •.-• --'' ,.- .,'" -- -- -- -- .._.... r- • 1 ` / t � � = , Assessors Map 034 H /q .— \. Parcel OTt ,A t aex20 / uzv �; � q \ Setbacks: t / Q�o. poo 5 ;v" :. o \ \ i a frontNO -30 �, �' _ -ou ou g? �- �. y ? �N Side �15� o / o -k y- o` Rear / e:, dm a o m' / ►4*4*.Qver03, V 1" 0 s Q a 4�Q•Y / aa° r�,Q ,` 1 PaoP: �1 cbecoz,�► . il t �, w � . � —/s0- Q .� v ' rr%''.1- /` r .., •,::- ',:. 1 \ta6• F:V: • J o LL RUM IF stA 1. -. sue, C'�'•�'• , L .. .; _. .._... ., .,.,„',:•.,:..:tea• , ,.;. C._, .: ,,.. _ s Wit- � ".•.+.++e+'••• "'r.•'�' "'_. *�, ti 4 , !.? ._ P.o P i'. r r , 1� RGIa .� pA.C�v�.t tv Cr.AP Ctv t G�.Ls 3 3G x . :- •,: , """:..`_`:'—� ,, •• . g; 'f •p.•® C>.Rw>�vJAy.••cO t36 P� x P011 DRIVE BLUFF P-;.AN VIEW x 0A, Np'T�'S (?OOI,:TOla6-O'Y••ON�Rovev Sc yt. t ofk Al" ot@ ) 40 H r)C6r�TIM6ER' 31X IO,X I2c Td-G Z ��C�ItJtlxCyCA DATUM ErNG x t2 a 1'Itv�9EFt . v 3 X'1Z TIMBER wHf.t_ER9 TIM6ER SIiE RELATIONSHIP CAP =- 4MHW 1j . CU'c PtLB. AT �'� 2.4 1 I A N 2 , 2.8r NGVO ' 0.4' \o'-o" for-o" to'g1 -Ir-I'LONG \0"o- 1.4,I-oN - . From Hyan*•Tj�,,� MLW TLMBER PILES TtMSep,ri Ulm �• � 1�'0 EL C�/,VA.P.t�S - y"x 4;�Tt m ap-R Date Q8 toward Cotutt;TeIOCEa l¢it PER MASS.ESTUARIES wHat_�Rs onto Putnam Ave,and follow to end; PROJECT APRIL 2006 BEacN F=FOM SL, ,,7 g„s I=1�--Mfz Take a Idt onto Main Street,and then FAeRIc a left onto Ocean View Avenue,and PART 1 AL P L A t\ Rc,t c►1 tblon a left onto BluffPolar00" &"K 4 o`x%z: Td-o- Komi is an the lett,#102. NO'�"'•T'O SGALG. . .�, . •• _ •"�^- 'C\MBeS� SHEETING SITE PLAN PROPOSED BULKHEADCiVI i t REPLACEMENT ® FRANK SELLDORFF Geuml MaterW Specif"doaa ^ 102 BLUFF POINT DRIVE Piling to be 10 inch dia,approx.l4 feet in lengTh and CCA treated. SE-CT 1 ON 1 COTUIT MASS. All structural timber greater than 3 inches to be CCA treated. ty or To s cAL� t The disturbed area behind the wall to be planted with beach grass 12 OC. SCALE : AS SHOWN DATE: OCT.15 ;2009► Film Fabric to be woven monofilament such as US670 as supplied by US Fabrics. SULLIVAN ENGINEERING INC. - All bolts,washers and plates to be min 1 inch in diameter and hot dipped galvanized. 0 RV I L L E , MASS. z cis_. w. F. G.C. IM�:�� VERIFY Fes� sE��o�W. � PRE- FIT AND P _ .. � GENERAL NOTES RE MACHINED N.B.: Architectural woodwork must be stored, �,, I. '�E SI,.. NDOOR SCHEDULE � �s„€ ,? .µ DIMENSIONS installed and maintained only in areas with controlled environmental conditions. F-R O M: (STOP SIDE) 10; ; CLEARANCES ., Relative humidity must be maintained between NARROW SIDE (HINGE SIDE)A"� ri,. "`""'"' «,. . .'�" �„ �, x' - DOOR a TOP OF FRAME TO L� o 0 AND EDGES WIDE SIDE FRAME OPENING 2 JAMB 25/o and 55/o. Failure to do so will void all W p 2 DETAILS W W -j SWING O TOP OF HINGES x warranties related to problems resultin from m DOOR SIZE (D W Y W C W - O a > W EXACT DOOR SIZE W BUTTS W P 9 - p JAMB z o U 0 z O p w z p - --_-__- J m the hygroscopicity of wood products. OPENING - O - z JO TYPE = m _j U) �" O DOOR � , - W z REMARKS NUMBER CASING CASING m w LL LOCATION TYPE LOCATION TYPE �-- —__- CORE AND FACE p O Q m m Q LOCATIONS W W _ z SOLID WOOD: O = _ C� m �- WIDTH HEIGHT JAMB 1/8" 1/8" 1/8" 1/8" 1/2" HEAD LEGS O o Y -� _ _ MFRS. L) POPLAR WIDTH z WIDTH HEIGHT Q SIZE NO A B C D W Q = m 1 B O11A PLAYROOM 00 M-2 BATH Olt M-2 TYPICAL 34 1/2' 102" 1 6 15/16 1/8" 1,9" - 1/8" 1/2' POPLAR W/ MDF PANELS A 1 31 3/4' 4 3/4 3/4" RH #02 1 4' #1041.150,1 7 3/8' 32' 56 5/8' 81 1/4' 1 2 B 012A PLAYROOM 00 M-2 CLOSET 012 M-2 x x x 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 31 3/4' 94 3/4' 1 3/ ' RH #02 1 4' #1041,150,1 7 3/8' 32" 1 56 5/8' 81 1/4' 2 PLYWOOD: 3 B 003A CLOSET M-2 EXERCISE 003 M-2 31' 102" 11 4 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 27 3/4' 94 3/4' 1 3/ " RH #02 t 4' #1041,150.1 7 3/8' 32' 56 5/8' 81 1/4' 3 1" MDF 4 B 002A STAIR 002 M-2 PLAYROOM 00 M-2 30 1/2' 97 1/4'9j 4 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 27 3/4" 94 3/4' 1 3/ 'LH #02 1 4" #1041,150,1 7 3/8' 32" 56 5/8' 81 1/4' 4 5 B 008A HALLWAY 001 M-2 ELEC, 008 M-2 36 5/8" 102" 11 4 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4" 1 3/ RH #04 1 4' #1041.150.1 7 3/8" 32" 56 5/8' 81 1/4' 5 6 B 006A HALLWAY 001 M-2 MECH, 006 M-2 36" 102" jj 4 t5/t6 1/8" 1 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4' 1 3/ "LH #04 1 4" #1041,150.1 7 3/8' 32' 56 5/8' 81 1/4' 6 / 7 B OIOA HALLWAY 001 M-2 LAUNDRY 010 M-2 36 5/8' 102' q 6 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4" 3/ 'LH #02 1 4' #1041,150.1 7 3/8' 32' 56 5/8' 81 1/4' 7 PRE-LAM. LOOSE LAM. 8 B 000 BATH 011 M-2 BATH O11 M-2 POCKET 63' 102' j t 6 15/16 - - - 1/8" 1/2" POPLAR W/ MDF PANELS B 1 31 95 3/4' 1 3/ " #05 1 POCKET DOOR 8 9 B 000 HALLWAY 001 M-2 W❑RKSH❑P007 M-2 36 1/4' 102' `tj 6 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4' 34. RH #04 1 4' #1041,150.1 7 3/8' 32' 56 5/81 81 1/4' 9 10 t0 11 1 104A ENTRY 101 M-2 POWDER 104 M-2 36 1/4' 98" 6 15/16 1/8" 1/8" - 1/8" 112" POPLAR W/ MDF PANELS A 1 33 3/4' 96 3/ "LH #02 1 4" #1041A50,1 7 3/8" 32 5/8" 57 15/16 83 1/4' 11 12 1 104B CLOSET 104A M-2 POWDER 104 M-2 31' 98 1/2' 4 15/16 1/8" 1/8" - 1/8" 1/2" MDF FLUSH D 1 27 3/4' 96 1 3/4' RH 1 4" #1041,150.1 7 3/8' 32 5/8' 57 15/16 83 1/4" 12 HARDWARE: 13 1 107A HALLWAY 106 M-2 HALLWAY 107 M-2 34 3/4' 98" 6 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4' 96 3/ " RH #02 1 4" #1041J501 7 3/8" 32 5/8' 57 t5/16 83 1/4' 13 (NIC) 14 1 107B CLOSET 108 M-2 HALLWAY 107 M-2 71' 98" 4 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS C 2 31 13/16" 96 3/4- #02 2 4" #1041.150.1 7 3/8' 32 5/8" 57 15/16 83 1/4' 14 15 1 109A HALLWAY 107 M-2 BATH 109 M-2 Qoc.�tT 32 7/8" 97' 1/8" 1/8" - 1/8" 1/2" it� P❑PLAR W/ MDF PANELS A 1 31 3/4' 96 3/ "LH #05 1 4' #1041J501 7 3/8' 32 5/8" 57 15/16 83 1/4' 15 16 1 112C HALLWAY 106 M-2 GARAGE 112 M-2 RaBto S 38 1/4" 98' 6 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 35 3/4' 96 1 3/ "LH #01 1 4" #1041,1504 7 3/8' 32 5/8" 57 15/16 83 1/4" S❑LID CORE 20 MIN. FIRE RATED 16 ©tp 17 1 112E STAIR 120 M-2 GARAGE 1t2 M-2 38 3/4' 98' 6 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 35 3/4' 96 1 3/ "LH #01 1 4" #1041,150,1 7 3/8' 32 5/8' 57 15/16 83 1/4' S❑LID CORE 20 MIN, FIRE RATED 17 �O 18 18 19 19 20 2 208A M, BATH 206 M-2 T❑ILET 208 M-2 POCKET 6t- 30�fZ -*& 7$ �7 6 15/16 - - - 1/8" 1/2" POPLAR W/ MDF PANELS B 1 29 95 3/4' 3/ #05 1 i� POCKET DOOR 20 21 2 203E M. BATH 206 M-2 BEDROOM 203 M-2 POCKET 37 5/8' 97 1/4' V,I,F, - - - 1/8" 1/2" POPLAR W/ MDF PANELS B 1 37 95 3/4' 1 3/4' #05 1 POCKET DOOR 21 22 2 203E M. BATH 206 M-2 BEDROOM 203 M-2 POCKET 38 3/8' 97 1/8' V.I,F, - - - 1/8" 1/2" POPLAR W/ MDF PANELS B 1 37 95 3/4' t 3/4' #05 1 POCKET DOOR 22 23 2 205A BEDROOM 203 M-2 CLOSET 205 M-2 (,. 36 1/2' 99 5/8' 4 t5/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4" 1 3/ "14 IW #02 1 4' #1041,150.1 7 3/8' 32' 56 5/8" 8t 1/4' 23 24 2 203A HALLWAY 202 M-2 BEDROOM 203 M-2 36 1/2' 99 5/8' 6 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 1 33 3/4' 94 3/4" 1 3/ RH #02 1 4" #t041.15O.1 7 3/8' 1 32' 56 5/8' 81 1/4' 24 OTHER MATERIALS: 25 2 216A HALLWAY 213 M-2 BATH 216 M-2 Aa�uS 34 3/4" 84 3/4' 4 15/16 1/8" 1/8" - 1/8" 1/2" P❑PLAR W/ MDF PANELS A 1 :1 3/4' 94 3/4' 3/ " RH #02 1 4" #t041.150,1 7 3/8" 1 32' 56 5/8' 81 1/4' 25 26 2 213A BALCONY 212 M-2 HALLWAY 213 M-2 37 3/8' 84 1/4' 6 15/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4" 94 3/4" 1 3/ "LH #02 1 4" #1041,150.1 7 3/8' 32' 56 5/8' 81 1/4' 26 27 2 231A BALCONY 212 M-2 CLOSET 231 M-2 POCKET 35 3/8' 6 15/16 - - - 1/8" 1/2" POPLAR W/ MDF PANELS B 1 35 95 3/4" 1 3/4' #05 1 P❑CKET D❑❑R 27 FINISH: ,`8 2 219A BALCONY 212 M-2 HALLWAY 219 M-2 UbluS 35 1/2" 99 3/8' 1/8" 1/8" - 1/8" 1/2" g�It POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4' 3/ " RH #02 1 4" #1041,150.1 7 3/8' 32' 56 5/8" 81 1/4' VERIFY JAMB WIDTH - REWORKED 28 (NIC) 9 2 227C CLOSET 226 M-2 HALLWAY 219 M-2 �,ab 37 3/4 95 1/4 4 15/16 1/8 1/8' - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4' 1 3/4' RH #02 1 4" #1041,150,1 7 3/8' 32' 56 5/6' 81 1/4' 29 3J 2 227A HALLWAY 219 M-2 BATH 227 M-2 36 3/4' 95 1/2' 6 15/16 1/8" 1/8" - 1/8" 112" POPLAR W/ MDF PANELS A 1 33 3/4' 94 3/4' 1 3/ 'LH #02 1 4' #1041,150.1 7 3/8' 32' 56 5/8' 81 1/4' I "r., ; ;a<r A y � 30 may. 31 2 218A CLOSET 2181 M-2 GUEST 218 M-2 35' 84 1/2' 4 15/16 1/8" 1/8" - 1/8" 112" POPLAR W/ MDF PANELS A 1 31 3/4' 94 3/4' 3/ "LH #02 1 4' #1041.150.1 7 3/8' 32' 56 5/8' 81 1/4' 1 -,C, ..�_+ 31 NOT IN CONTRACT: € I : € f�, ( r FINISH r 32 33 . . 33 t.`..nSeN f<' �\.min¢, <+�••,TNT` ..... 34 3 302C HALLWAY 302 M-2 POWDER 303 M-2 35 1/2' 84 3/4' 4 t5/16 1/8" 1/8" - 1/8" 1/2" POPLAR W/ MDF PANELS A 1 31 3/4' #02 1 4" #1041,150,1 » ° T V <> 4%` 'f">'> 34 DATE DESCRIPTION 35 3 36 3 'k - _LjZ r IN 35 * s I d S 1 36 F 37 a 37 38 P P102A V.I.F. P❑PLAR W/ MDF PANELS A 1 33 94 3/4' 3/ 7- #05 1 4" _7#10 41,150,1 5" COULD NOT FIELD VERIFY 38 40 _ DATE ISSUED TO CONTRACTOR If � (] 5. Y{{{'''- �I .t:.64. ..✓; \(„.,,.[[[_;,..>'t-j iYt,F'S q'4t 6: 1 3 �jw/ �> v n i„ „ T I�� (DONCL-C'"" 3 y�s� 'THE i ROj Ea � .�� 1 f 1 V MP (�-'.�l€�I �,� € H 'i--I€�.. '.€�<II�O 4 ,;A ION GIVEN { F .: 10/30/09 FOR APPROVAL � ; tt y �V t� q �p� �> - E i.,#.'�E`;,F��...i V IN f VARIES D/� i Cyy f i 6y �3 €€C'_ \j } gg t` y' r`"i L.3. ` O `�S . f�'Y t.3....y I N .V>4�"cs�-'�.31 E R 3.,.., RESPONSIBLE -7 R DIMENSIONS T BE THE e-1 FIRMED ,?�N D EC ^t_.1 E" 1.'S (" T�'L_,.t .,` T ,.F-.t i l::.,.: C_B SITE, FOR I I�'O�"'l 17,t�t"S E I+�,"d f'�f THAT PERT�'S���..;`. SOLELY ELY TO THE FABRICA7 N PROCESSES OR PRQIE ►T: TO 1 ECIHNIQUIES OF CONSTRUCTION TRUCTlON AND I--E--SI"` SELLDORFF RESIDENCE �F��`�€�,I.:��I"`ION �:.�� I I--E WORK '� F ALL. TRADE , LOCATK * TYPICAL DOOR FRAME & PANEL AVI V' NNO • COTUIT, MA. - A`'� F• SCALE: HALF FULL SIZE �°'�°� d k F 1 11 �',; 2 ARCH. REF.: SK92-4-- NICHOLAEFF 22. t CONTRACTOR: v 15- SEA-DAR CONSTURCTION v VAV ES �o a o TITLE: QT1 > DOOR SCHEDULE 2 I 232 2" �3 JAMB DETAIL __ POCKET DOOR JAMB DETAIL HERRICK & WHITE SCALE: HALF FULL SIZE ARdHI2ECTURAL WOODYPORKDR� SCALE: HALF FULL SIZE STOP SIDE ARCH. REF.: ARCH. REF.: Three Flat otreet, dumberland, Rhode Island 02884 (401) 86E DATE: GRADE. Fl 6 10/21/09 PREMIUM DRA NG SIZE: DRA BY: 24 X 36 MW VIEWED S DAR CONS!RUCTLONI 1�3„ �1 s„ JOB NO.: CHECKED BY: �/ARIES VA(�IES 16 Io 4 ByS _ DatejZ�7 1 5740- �32 232„ c04MAcr NO.: DOOR TYPE D DOOR TYPE A _ DOOR TYPE B DOOR TYPE C 7 � - _ 5740- +� SCALE: 3/4"=12" SCALE: 3/4"=12" POCKET DOOR SCALE: 3/4"=12" DOUBLE DOORS SCALE: 3/4"=12" FLUSH DOORS DRA �� Q©' ARCH. REF.: SK02.1 ARCH. REF.: ARCH. REF.: ARCH. REF.: POCKET DOOR JAMB DETAIL d SCALE: HALF FULL SIZE POCKET SIDE ARCH. REF.: annnun D 1 �a FILE Fs APPROIyED AS WRRECTEDs DATE: BY: FlELD DI ENSIGNS ADDED: DATE: BY: 1 1