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0041 SHIPS EAGLE LANE
a i t I a �) o i _._. _2_..._..T..�^'�n-'. =x�.^� � .. +,ry,+�a�r-�.n�= _ ,r. _�__^�,_ �. ,,.�-,�s,� ,,rs �.n.r+r...--�m'+�r`'�'•'-" ��;;�/, �\ _ ' �� ,�\ � � � �� j,; �� �, �_�-- 0 I� ACTIVE i _i.:. .> _. �..:., ..wea WAu . NSFREFERENCES: Ships Eagle Lane Nominee Trust Assessors Map: Patrick J McLampy, Tr Map 165 S55'46'16"E Parcel 096 132-87 FLOOD ZONE: X & 0.2% Chance of Flood See Plan Based on Map # 25001CO563J July 16, 2014 ZONE: RF-1 (RPOO) Area (min.) 87,120 SF 3 � 128.4' Frontage (min) 25' N Width (min.) 125' LO Setbacks: N Fron t 30' CB/DH Side 15' Fnd O Rear 15' New Concrete "N Foundation v T.O.F. E1=40X(NAVD'88) CB/DH Fn d CO O N Ships J � I . N� #41 Eagleln31.9 � m i�:: E v_oa (40' Wide Private Way) z 0 CL 61.2 0 s 3 CB/DH t Fn d M N Lot 19 36.7' N M I certify that the foundation N 45,656±SF — 1.05±AC shown hereon conforms to the setback requirements of the Zoning Bylaws of the o�� town of Barnstable.o VA OF k4s. $ RICHARD R. r L'HEUREUX P NO. 34312 Q • p��� qFC �JP��O AND S M \ e60 b /Fo o(or PLOT PLAN °e f At 41 Ships Eagle Lane Barnstable (Ostervill e) NOTES: MASS, DATE: 041SEP115 SCALE: 1"=20' 1.) The structures shown were located on the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on (or between) 31/MAR/06 & 04/SEP/15. PREPARED FOR: 2.) The property .line information shown hereon was The Ships Eagle Lane Nominee Trust compiled from available record information. PatrickJ. McLampyTr. 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description 1, purposes. 23 West Boy Rd, Suite G Osterville MA 02655 DWG #: C416_4gl cppl FIELD BY. WHK/KAR (508) 420-3994 / 420-3995fox PROJECT NAME: d✓IOe bu i!� Si (e � �\ � I ADDRESS: 5 k S PERMIT# PERMIT DATE: I I M/P: 5 d�� LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: BY: .01 q/wpfiles/forms/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION s —/ ' ; o ( eo -� - Ma Map i Parcel Appliions /v 9 5. Health Division11�" I �e Issued YD `f(1 Conservation Division j,,e )ation Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address i Village O S4F , in/ Owner Ea& JMe La rh Address 5 Telephone Permit Request / M Q F�X-IS11 LU11 )a B(,(/_D/AJ& zi d _�� 't-CrYY1 k Square feet: 1 st floor: existing—proposed 2nd floor: existing q g p p g proposed Total new �0 Zoning District Flood Plain Groundwater Overlay 66- Project Valuation �10►000 Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) J Age of Existing Structure Historic House: ❑Yes ❑•No On Old King's Highway: ❑Yes ❑ No 9� Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ...0 Yes ❑ No If yes, site plan review# Current Use Proposed Use l - =*r� rE APPLICANT INFORMATION rn aj (BUILDER OR HOMEOWNER) Name Atw__ Telephone Number Address �' License # Home Improvement Contractor# 11d 60 9 Cl Email Worker's Compensation # UQ S3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 41 SIGNATURE DATE �o lG FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED + :MAP/PARCEL NO. ; ADDRESS VILLAGE ' x OWNER DATE OF INSPECTION: FOUNDATION y FRAME INSULATION '• FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING ROUGH FINAL .. GAS: ROUGH FINAL + Y FINAL BUILDING p 'x DATE CLOSED OUT _ ASSOCIATION PLAN NO. k F • ne Comrlionivealth of-Vassach"Setts Department of lzrdustrial Accidents O,ffrre of.Fnivstigations 600 Washington Street Boston,MA 02111 fvrvru rnassgov1dia '"Tarkers' Campensation Insurance Affidavit:Baders/Contractors/EIes- i ns/Plumbers Applicant Information Please Print I.eiibIy ltitame(Basiwssf anizationadMdaaly. Rpe �Jjz"A!� ' Address: -� Ai,,4(f�'"Lk b r City/Stabe/Zip: 0 Phone t Are you an employer?Check the appropriate box: ' Type of project(required): 1.P I am a employer with'— 4. ❑I am a general contractor and I 6. ❑New construction employees(full and/or part-fiime)-* Have hired the sub-contzactms 2_.❑ I am a sale proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees. These sub-contractors have 8.,❑Demolition working for me in any capacity employees and have wodcers' 9. ❑Building addition [No n-orkers'camp,insurance comp-insurance-1 required-] 5. ❑ We area corporation and its 10.❑Electrical repairs or additions 3.❑ I am.a homeoumer doing all work officers have exercised their 11.❑Plumbing repairs or additions tnysel€[No workers'camp- right of exemption per MGL 12.❑Roof repairs insurance required.]i c.152,§1(4h and we have no employees.[No workers' 13.❑other comp.insurance required-) •Aay appliczn &st cheeks box 4El must also fiU cutthe sectionbelow showing dm&wa&ets'campensatiaaporm7 informodaa i FEomeowaers who submit this affidatgt indiicatmg trey are dGmg all wank and then hire outside contactors must submit anew affidavit indicating sorb rcantam.as Yost chedr this boa must attached an additional sbeet showing the name of the sub-cantwtxs and state whether ar not those entities have eaplayees. If the sub-coat actors have employee%iheymvstprovide their workers'c=p.porky number. I a►it au elttpLgvr tliat is prauidbW ivorkers'compensatiott itisrirance for my*enrplol,ees $etoty is the paUcy and job site information. ,a Insurance Company Name: y ! I�fC -.► 1 'Policy#or Self--ins.Lic.;k ExpiaationDate- Job Site Address: City/State/zip: Attach a copy of the workers'coanpensationpolicf declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A of MGL c 1527 can lead to the imposition of criminal penalties of a fine up to$1,50U 00 and/or one-yearimpnsontrieut,as well as civil penalties.in the form of a STOP WORK ORDER and a Erne of up to$250-00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Iuvestigat ions of the DIA for insurance coverage verification. I do hemby certr'fu- .tdor to pits t r ofperjary that the information prot77�1 burrs is and correct Sit�ature: hate: 15 Official use only. Do not write in this area,to be compieted by city artonm official City or Town: Per>uit1Lrcense# Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3.QtytTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: laformation and Instructions , Massachusetts Gesmeral Laws chapter 152 regires all employers to provide workers'compensation for their employees. Pursuantto this stdxrte,an errgrlayee is defined as-"..every person in the service of another under arty contract of hire, express or implied,oral or w if I en" 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 ent.-rprmse,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 - dweIling house of another who employs persons to do maintPriance,construction or repair worm on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be m employer." MGL chapter 152,§25C(e7,also sues that"every slate 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 compfia-nce with the snrance.coverage required." Additionally,MGL chapter 152, §25((M stains"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublio work untrl acceptable evidence of compliance with the insurance.. req,err ems of this cbaptEx have been presented to the contracting autholaity" Applicants Please fill out the wodcers' compensation affidavit completely,by checI the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone numbers) along with their certfficate(s)of innuance. Limited Liability Companies(LLC)or LimitadLiability-Partaenhips(LLP)withno employees other than the members or par(neas,are not rbquired to canny workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised thatihis affidayit may be subn>ttt-.d to the Depariament of Industrial Accidents for confirmation of it crrran ce coverage. Also be sure to sign and date the affidavit- The affidavit should be retrnmed to the city or town that the application for the permit or license is being requested,not the Department of lnr3n strial Accidents, Should you have aDy questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-h Wince license number on the appropriate line. City or Town Officials t Please be sere that the affidavit is complete and pried.legibly. The Department has provided a space at the bottom of the affidavit for you tD fill out in the event the Office of Investigations has to contact you regarding the applicant - Please be stn a to fill in the penmaW icense number which will be used as a reference number. In addition, an applicant that must submit multiple pennWhcense applications in any given year,need only submit one affidavit mdicafmg current policy i afbm ation(if necessary)and Bader"Job site Address"the applicant should write"all locations in (city or town)-"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the ' applicant as proof that a valid affidavit is on file for fi tine 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 (Le. 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 cooperatian and should you have any questions, please do not hesitate to give us a caIL The Department's address,telephone and fax number. ThG-Ct,=jonWujth of Massachu-m-tts ' Dtpaztnant cif lnd ial ACCWent% Office of Xuvestigatio= 600 Washivou St cat Bosom MA G2111 T(�L#617'27-4900 cxt 4-06 or 1-977-MA SAM Fax#617-727-7M Revised 424-07 _mas.5_govffa s i ��- tiszup-j Ocer03 (perc. 0 3 > , i ' w the The Hanover Insurance Company 1 440 Lincoln Street,Worcester,MA 01653 Hanover citizens Insurance Company of America 1 645 West Grand River Avenue,Howell,MI 48843 Insurance Group- Massachusetts Bay Insurance Company 1 440 Lincoln Street.Worcester,MA 01653 STREET PERMIT BOND License No. Bond No. BLNA661008 KNOW ALL MEN BY THESE PRESENTS, that we, EJ Jaxtimer Builder Inc Of Hyannis,MA 02601 r as Principal, and ® The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto Town of Barnstable , as Obligee, in the penal sum of Five Thousand Dollars , good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators, jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license to open occupy, cross by vehicles and obstruct a certain portion of a public sidewalk/berm curbing street or way in said Town Or City Of Hyannis NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain-in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the lets day of June 2015 EJ Jaxtimer Builder Inc Principal By: (Seal) 4 i`i ® THE HAN VER INSURANCE COMPANY ........ O MASSAC USETTS B(Y I URANCE COMPANY 1.972 �K. / - �(t ��`` By: l/v U�-- %,,� • • Erica H O'Connor, Attorney-in-Fact Bond No.:BLNA661008 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint Erica H O'Connor of Hart Ins.Agency Inc.,Buzzards Bay,MA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal,knowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings, contracts of indemnity or other writings obligatory in the nature thereof,as follows: Street Permit in the amount of: $5,000.00 WHEREAS,the Board of Directors of the Company duly adopted a resolution on March 24,2014 authorizing and empowering certain officers of the Company to appoint attorneys-in-fact of the Company to execute on the Company's behalf certain surety obligations and other writings and obligations related thereto(the"Original Surety Resolution"); WHEREAS,the Company's Board of Directors wishes to affirm the continued authority of all of the attorneys-in-fact that were issued pursuant to the Original Surety Resolution prior to the date hereof and that remain issued and outstanding;and WHEREAS,the Company's Board of Directors wishes to restate the Original Resolution and adopt certain related resolutions. NOW THEREFORE,be it hereby: RESOLVED: That the authority of all attorneys-in-fact of the Company validly issued pursuant to the Original Surety Resolution prior to the date hereof and that remain issued and outstanding as of the date hereof are hereby ratified,confirmed and approved in all respects. RESOLVED: That the President or any Vice President,in conjunction with any Vice President,be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That all such surety Attorneys-in-facts issued by the Company from and including the date hereof shall be authorized pursuant to the foregoing resolution(the"Surety Resolution"). RESOLVED: That the President or any Vice President of the Company,in conjunction with any Vice President,be and hereby are authorized and empowered to establish,and from time to time review and amend,written security measures,protocols and safeguards for all Attomeys-in-fact issued by the Company pursuant to the Surety Resolution,including without limitation,security features on the actual certificates issued by the Company and evidencing such Attorneys-in-fact. IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents, this 27th day of April,2016. THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY •-- —l>a CITIZEN /SJ/1/�1SURANCE POMPANY OF AMERICA T Robert Thomas.Vice Presidem THE.HANOVER INSURANCE COMPANY M SA MUSE UAYI R CE COMPANY CIT EN 1 BUR CE ! OF AMERICA THE COMMONWEALTH OF MASSACHUSETTS ) J, nI 1 <.vmP a"1 COUNTY OF WORCESTER )SS. On this 27t" day of April 2015 before me came the above named Vice Presidents of The Hanover Insur nce Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. &.:1ANIE J. YAR NO NOW,PuODo v Yr Caawbdan Elap►w Uionc l.. Io.Nac,q Puntic Wrs fit.C'unur,,nxi„n E"pi,..%tarcU.3.?i/_? 1,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 18th day of June 2015 Q CERTIFIED COPY j •�,«: ,�. , ,-�•! Theodore G.PiertincZ Vice Prpidem,i i 1 Doc:1s256s697 10-22-2014 10:49 Ct f :204746 BARNSTABLE LAND COURT REGISTRY MASSACHUSETTS STATE EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 10-22-2014 a 10:49am Ct1:: 350 Doc:: 1256697 Fee: $457144.00 Cons: 513v200.000.00 BARNSTABLE COUNTY EXCISE TAX BARNSTABLE LAND COURT REGISTRY Date: 10-22-2014 a 10:49am Ctl:: 350 Doc : 1256697 QUITCLAIM DEED Fee: $35,640.00 Cons: $13.2OOP000.00 NVE,CHARLES F.DOE and DEBORAH J. DOE,married to one another,and having a mailing address of 64 Warren Street,Osterville,MA 02655 For Consideration paid in the amount of THIRTEEN MILLION TWO HUNDRED THOUSAND and 00/100(13,200,000.00)DOLLARS grant to PATRICK J.McLAMPY,not individually but as Trustee of Ship's Eagle Lane Nominee Trust under a written declaration of trust dated October 6, 2014,to be recorded herewith, of 1024 Main Street,Dunstable, Massachusetts 01827 with QUITCLAIM COVENANTS, the land together with buildings and improvements thereon situated at 52 Ship's Eagle Lane, Barnstable (Osterville),Barnstable County,Massachusetts shown as Lots 19 and 20 and 21 on Land Court Plan 26700-D(Sheet 1),and Lot 25 on Land Court Plan 26700-F. There is also to be o conveyed vacant land situated on Long Beach in the Village of Osterville,Town and County of Barnstable, Massachusetts across the Centerville River from the premises and shown as Lot 22 on Land Court Plan 26700-E,and Lots Al and A2 on plan recorded in Barnstable Registry of � Deeds in Plan Book 519 Page 81. O There is to be conveyed as appurtenant to Lots 20,21 and 25 a right of way in common with all a 9 others now or hereafter entitled thereto over Ship's Eagle Lane for all purposes including installation of utilities. Lots 19,20,21 and 25 are subject to a taking for the establishment of building lines dated April N .2- 1, 1929 recorded in Barnstable Deeds Book 463 Page 487. Cn Said Lot 22 is subject to a right of way in favor of all persons lawfully entitled thereto, including land of Thomas T. Gaff et al registered under Case no. 3424,to pass easterly and westerly over a Way the limits of said Way not being determined by original decree. Said Lot 22 is also subject to and has the benefit of restrictions, easements,terms and provisions as set forth in three deeds recorded in Book 1062, Page 23; Book 1062, Page 30 and Book 1062, Page 32,insofar as the same are now in force and applicable. Said premises are conveyed subject to the rights set forth in a deed recorded in Barnstable Deeds Book 9991 Page 127. i 1 Said Lot 22 is subject to a right of way reserved in a deed dated July 16, 1938 and recorded in Book 541,Page 488, insofar as the same is now in force and applicable. Said Lot 22 is also subject to and has the benefit of a license duly recorded in Book 189,Page 295. Lot 25 is conveyed subject to wetlands restrictions set forth in Document No.286071. Said Lot 20 is subject to and has the benefit of restrictions,rights, easements and provisions referred to in Certificate of Title No.45707, so far as now in force and applicable. Said premises are subject to the licenses for a timber pier as set forth in Document Nos. 253171, 253790 and 1,037,590. Said premises are subject to an easement to Commonwealth Electric Co. over Lot 10 on Land Court Plan 25700-B set forth in Document No.432209. Subject to any and all public rights legally existing in and over the same below mean high water mark in the Centerville River and Nantucket Sound,applicable to Lots 22 and 25. Grantors hereby release any and all homestead rights to the Premises, whether created by declaration or operation of law, and further state under the pains and penalties of perjury that there are no other individuals entitled homestead rights to the property being conveyed herein. For title see Certificates of Title No. 91370, 115594, 111474, 159750 and 165432. See also deed recorded with the Barnstable County Registry of Deeds in Book 15216 Page 314. i Witness my hand and seal this day of 2014. Char es F. Doe Deborah J.Doe COMMONWEALTH OF MASSACHUSETTS Barnstable County, ss. eta, al ,2014 On this day of ��.��b�r , 2014, before me, the undersigned notary public, personally appeared Charles F. Doe, who proved to me throu h satisfactory evidence of identification which was , or is ersonall known to me to be the person whose name is signed on the foregoing document, an acknowledged that he signed it i voluntarily for its stated purpose. i ANTHONY J. MAZZEO -a&'C." Notary Public NOtary C COMMONWEALTH OF MASSACHUSEffS My Commission Expires My commission expires: Ulf May 1, 2020 COMMONWEALTH OF MASSACHUSETTS Barnstable County, ss. odor �� ,2014 On this 21 day of O�..1.,�e , 2014, before me, the undersigned notary public, j personally appeared Deborah J. Doe, who proved to me throu h satisfacto evidence of identification which was , or is ersonally known to me o be the person whose name is signed on the foregoing document, and acknowledged that she signed it voluntarily for its stated purpose. WL-2z: o P is ANTHONY J. MAZZEO My ommission expires: Notary Public COMMONWEALTH OF MASSACHUSEffS My Commission Expires May 1, 2020 BARNSTAgIE REGISTRY OF DEEDS 1 Message Page 1 of 1 Fair, Marylou From: Fair,.Marylou Sent: Monday,April 13, 2015 8:53 AM ��5 J 1 To: 'Marshall' �\ J Cc: Tim Luff(tluff@architechassociates.com) Subject: RE: Melampy Residence 4V1_Ship's-EagleLane;Osterville-i1, Good Morning Tim&Marshall, The Chair of the Historical Commission does not"find`thafthese structures are significant;therefore no Public Hearing will be necessary and I will be able to sign off on any-building pefmit when-you-are-ready to proceed. Have a great day! Marylou Marylou Fair Growth Management Department' 200 Main Street, Hyannis, MA 02601 508.862.4787 -----Original Message----- From: Marshall [mailto:Marshall@ar-hitechassociates.com] Sent: Friday, April 10, 2015 11:14 AM To: Fair, Marylou Cc:Tim Subject Melampy Residence-41 Ship's Eagle Lane, Osterville Good morning Marylou, - 1 have attached a PDF site.plan of the existing structures that have been discussed with our office. I have also included some photo documents for the existing structures for your review. Please let me know if you have any questions. Best, Marshall K.Marshall Works Archi-Tech Associates,Inc. 508.420.5335 t 508.420.5304 f E L , ARCHI-TECH IM� ASSOCIATES :) arll;•cr�lri ee=;inn; 4/13/2015, The Commonwealth of Afassach.usetts Department of Industrial Accidents Office of Investigations' + e 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information I �y� /� �� Please Print IL,eeibly Name(Business/Organization/Individual): p/.f �rnf /Lr iU 4Yz_b&- _ me ' Address: City/State/Zip: Phone.#: �� Are you an employer? Check the appropriate box: Type of project(required): 1.K I am a em to er with 7j(' 4. ❑ I am a general contractor and I P Y 6. �New construction employees(full and/or part-tim.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 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.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l 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 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. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: (�(�� 1990 Policy#or Self-ins. Lic.#: 5,3 8 ,1OI13 Expiration Date: 1 i Job Site Address: i City/State/Zip: 1° 144 Qp� 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 DIA for insurance coverage verification. I do hereby certify r the nalties of perjury that the information provided above is true and correct Signature: Date: Phone#: Official use.only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE DAT 1/05/DD/YYY1� 1/05/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Erica H O'Connor HART INSURANCE AGENCY,INC. PHONE 508 759 7326 x205 FAX 508 759 7366 243 MAIN STREET A/C No PO BOX 700 E-MAIL ADDRESS: BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder, Inc INSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane INSURER C Hyannis,MA 02601 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY 8500042039 01/01/2015 01/01/2016 1,000,000 EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 CLAIMS-MADE ®OCCUR MED EXP(An one person) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,0003000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ B AUTOMOBILE LIABILITY 1020011547 61/61/2015 01/01/2016 COMBINED SINGLE LIMIT 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED SCHEDULED BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS P r ,den $ A UMBRELLA LIAB OCCUR 4600042040 01/01/2015 01/01/2016 EACHOCCURRENCE $ 2,000,000 EXCESS LIAR HCLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$10,000 $ B WORKERS COMPENSATION 0053890113 01/01/2015 01/01/2016 WCSTATU- ON. AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)862-4717 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD v o� Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 110609 Type: Private Corporation Expiration: 11/3/2016 . Tr# 258860 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 48 ROSARY LN HYANNIS, MA 02601 Update Address and return card.Mark reason for change. SCA i Ca 20M-05/11 Address Renewal Employment Lost Card (;V/;e WpommwwweaNt,61, 9&awackaeM Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 110609 Type: Office of Consumer Affairs and Business Regulation =Expiration: 11-/3/2016 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 E J JAXTIMER, BUILDER, INC:_ ERNEST JAXTIMER. 48 ROSARY LN (?. HYANNIS,MA 02601 Undersecretary o valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Constructioc Supervisor License: CS-003251 i 48 RGSfiaff LAIC' i _�1Af�S L�.A GU�6tD1 i Expiration Commissioner E RS S U RC E Westwood,Massachusetts 02090 ENERGY June 8, 2015 Patrick Melampy 1024 Main St. Dunstable, MA 01827 RE: 41A, 41 B Ships Eagle Ln, Osterville, MA 02655 Dear Mr. Melampy: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 6/8/15, the electric service to 41A, 41B Ships Eagle Ln. Osterville, MA 02655, 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 (888) 633-3797. Sincerely, > �U Ms. Jur lewiol New Customer Connects i i nationalgrid June 12, 2015 ' Attn: Patrick McLampy RE:41 Shius Eagle Ln. Osterville. MA This letter is to notify you that the gas service located at 41 Ships Eagle Ln, Osterville, MA, was cut and capped on the property on June 9, 2015. If you have any questions, please feel free to contact me @ 508 760-7463. Thank You, �lr ba Sarah Brillant Gas Customer Fulfillment National Grid 127 Whites Path S. Yarmouth, MA 02664 Tel#:508 760-7463 Fax #:508 394-5019 1 Centerville-Osterville-Marstons Mills ' Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 �o osr ! www.commwater.com OFFICE OF u WATER BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT E��Y TEL.No.508-428-6691 FAX.No.508-428-3508 June 16, 2015 Barnstable,Town of Building Department 200 Main Street Hyannis,MA 02601 Re: Account#1 0201 Melampy,Patrick&Priscilla 41 A &41 B Ships Eagle Lane Osterville,MA To Whom It May Concern: On Thursday, June 11, 2015 the water service was disconnected at the curb stop for the account mentioned above. It is our understanding that the owner plans to demo both of the cottages, re-build a new house and will have a new water service installed at a later date. If you have any questions,please call our office at 508-428-6691. Very truly yours, AL )1k Glenn Snell Assistant Superintendent GS/jw s�aresr�. MASS, Town of Barnstable Regulatory Services Thomas F.Geller,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 ww%v.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, _PATMtCr Ml-3_A-mey , as Owner of the subject property hereby authorize�-T �AX77 MM to act on my behalf, in all matters relative to work authorized by this building permit application for. 11 S/il Ps agez- -- LN (Address of Job) Signature of Owner Date 1�f1'CYZ-•�C IL . Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Usm\decolhk\AppData\Local\Microsofl\Windows\Temjorary Intemet Files\Contentbutlook\DDV87AAZ\EXPRESS.doe Revised 072110 CGenerated by REScheck-Web Software �J( Compliance Certificate Project McLampy-41 Ships Eagle Lane Energy Code: 2012 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,746 ft2 Glazing Area 18% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 41 Ships Eagle Lane EJ Jaxtimer Archi-Tech Associates, Inc. Osterville, Massachusetts 02655 48 Rosary Lane 6 School Street Hyannis, Massachusetts 02601 Cotult, Massachusetts 02635 508-771-4498 508-420-5335 Compliance: Passes using UA trade-off Compliance: 1.0%Better Than Code Maximum UA: 418 Your UA: 414 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA 1st Floor: All-Wood Joistffruss Over Uncond.Space 1,449 30.0 0.0 0.033 48 1-Wall: Wood Frame, 16in. ox, 103 22.0 0.0 0.056 5 Door 2-8x6-8: Solid 18 0.260 5 1-Wall: Wood Frame, 161n.o.c. 80 22.0 0.0 0.056 4 DH-3353: Wood Frame,2 Pane w/Low-E 12 0.300 4 1-Wall: Wood Frame, 161n. o.c. 36 22.0 0.0 0.056 2 1-Wall:Wood Frame, 161n. o.c. 144 22.0 0.0 0.056 6 DH-2553: Wood Frame, 2 Pane w/Low-E 9 0.300 3 DH-3353: Wood Frame,2 Pane w/Low-E 12 0.300 4 DH-2553: Wood Frame, 2 Pane w/Low-E 9 0.300 3 1-Wall: Wood Frame, 16in. o.c. 18 22.0 0.0 0.056 1 1-Wall: Wood Frame, 161n. o.c. 198 22.0 0.0 0.056 8 Case-2159:Wood Frame, 2 Pane w/Low-E 9 0.300 3 Door 3-Ox6-8: Solid 20 0.260 5 Case-2159: Wood Frame, 2 Pane w/Low-E 9 0.300 3 DH-2947: Wood Frame,2 Pane w/Low-E 9 0.300 3 Project Title: McLampy-41 Ships Eagle Lane Report date: 06/15/15 Data filename: Page 1 of 3 Gross Area Cavity Cont. Perimeter DH-2947: Wood Frame,2 Pane w/Low-E 9 0.300 3 1-Wall: Wood Frame, 161n. o.c. 54 22.0 0.0 0.056 3 1-Wall: Wood Frame, 161n. o.c. 126 22.0 0.0 0.056 6 DH-3359: Wood Frame,2 Pane w/Low-E 14 0.300 4 1-Wall: Wood Frame, 16in. o.c. 144 22.0 0.0 0.056 7 DH-3359: Wood Frame,2 Pane w/Low-E 14 0.300 4 1-Wall: Wood Frame, 16in. o.c. 126 22.0 0.0 0.056 6 DH-3359: Wood Frame, 2 Pane w/Low-E 14 0.300 4 1-Wall: Wood Frame, 16in. o.c. 54 22.0 0.0 0.056 3 1-Wall: Wood Frame, 16in. o.c. 216 22.0 0.0 0.056 6 DH-3377: Wood Frame,2 Pane w/Low-E 18 0.300 5 DH-3377: Wood Frame,2 Pane w/Low-E 18 0.300 5 French 3696 (3): Glass 72 0.290 21 1-Wall: Wood Frame, 16in. o.c. 27 22.0 0.0 0.056 1 DH-2577: Wood Frame, 2 Pane w/Low-E 13 0.300 4 1-Wall: Wood Frame, 161n. o.c. 62 22.0 0.0 0.056 1 DH-3377: Wood Frame, 2 Pane w/Low-E 18 0.300 5 DH-3377: Wood Frame, 2 Pane w/Low-E 18 0.300 5 1-Wall: Wood Frame, 161n, o.c. 27 22.0 0.0 0.056 1 DH-2577: Wood Frame, 2 Pane w/Low-E 13 0.300 4 1-Wall: Wood Frame, 16in. o.c. 17 22.0 0.0 0.056 1 1-Wall: Wood Frame, 16in. o.c. 119 22.0 0.0 0.056 6 i DH-3377: Wood Frame,2 Pane w/Low-E 18 0.300 5 1-Wall: Wood Frame, 16in. o.c. 156 22.0 0.0 0.056 6 DH-3353: Wood Frame, 2 Pane w/Low-E 12 0.300 4 Door 3-Ox6-8: Solid 20 0.260 5 DH-3353: Wood Frame, 2 Pane w/Low-E 12 0.300 4 Ceiling: Flat or Scissor Truss 180 22.0 0.0 0.045 8 2-Wall: Wood Frame, 161n. o.c. 254 22.0 0.0 0.056 11 DH-3359: Wood Frame, 2 Pane w/Low-E 14 0.300 4 Half Circle-3317: Wood Frame, 2 Pane w/Low-E 4 0.300 1 DH-3359: Wood Frame,2 Pane w/Low-E 14 0.300 4 DH-3359: Wood Frame, 2 Pane w/Low-E 14 0.300 4 Custom Window: Wood Frame, 2 Pane w/Low-E 10 0.300 3 2-Wall: Wood Frame, 161n. o.c. 14 22.0 0.0 0.056 1 2-Wall: Wood Frame, 16in. o.c. 84 22.0 0.0 0.056 4 DH-2941: Wood.Frame, 2 Pane w/Low-E 8 0.300 2 2-Wall: Wood Frame, 16in. o.c. 53 22.0 0.0 0.056 3 2-Wall: Wood Frame, 161n. o.c. 9 22.0 0.0 0.056 1 2-Wall: Wood Frame, 16in. o.c. 4 22.0 0.0 0.056 0 Project Title: McLampy-41 Ships Eagle Lane Report date: 06/15/15 Data filename: Page 2 of 3 Gross Area Cavity Cont. Perimeter 2-Wall: Wood Frame, 161n. o.c. 77 22.0 0.0 0.056 4 DH-3353: Wood Frame, 2 Pane w/Low-E 12 0.300 4 2-Wall: Wood Frame, 16in. o.c. 4 22.0 0.0 0.056 0 2-Wall: Wood Frame, 161n. o.c. 120 22.0 0.0 0.056 6 DH-3353: Wood Frame,2 Pane w/Low-E 12 0.300 4 2-Wall: Wood Frame, 16in. o.c. 4 22.0 0.0 0.056 0 2-Wall: Wood Frame, 16in.o.c. 77 22.0 0.0 0.056 4 DH-3353: Wood Frame, 2 Pane w/Low-E 12 0.300 4 j 2-Wall: Wood Frame, 16in.o.c. 4 22.0 0.0 0.056 0 2-Wall: Wood Frame, 16in. o.c. 15 22.0 0.0 0.056 1 2-Wall:Wood Frame, 161n.o.c. 50 22.0 0.0 0.056 3 2-Wall:Wood Frame, 161n.o.c. 160 22.0 0.0 0.056 7 DH-3359: Wood Frame,2 Pane w/Low-E 14 0.300 4 DH-3359: Wood Frame,2 Pane w/Low-E 14 0.300 4 DH-3359: Wood Frame,2 Pane w/Low-E 14 0.300 4 2-Wall: Wood Frame, 16in.o.c. 13 22.0 0.0 0.056 1 2-Wall: Wood Frame, 161n. o.c. 134 22.0 0.0 0,056 6 DH-2953: Wood Frame,2 Pane w/Low-E 11 0.300 3 DH-2953: Wood Frame,2 Pane w/Low-E 11 0.300 3 2-Wall: Wood Frame, 16in. o.c. 264 22.0 0.0 0.056 12 DH-2953: Wood Frame, 2 Pane w/Low-E 11 0.300 3 DH-2953: Wood Frame,2 Pane w/Low-E 11 0.300 3 DH-2953: Wood Frame,2 Pane w/Low-E 11 0.300 3 DH-2953: Wood Frame,2 Pane w/Low-E 11 0.300 3 Ceiling: Flat or Scissor Truss 928 30.0 '0.0 0.035 32 Ceiling: Cathedral 423 30.0 0.0 0.034 14 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 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the RES�heck Inspection Checklist. J641tir r c- Name-Title SiafiAture Date Project Title: McLampy-41 Ships Eagle Lane Report date: 06/15/15 Data filename: Page 3 of 3 i 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 Door 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments I i SU11 Engineerin ,Val, Consul'tin� Inc.` g� (508)428-3344 • P.O. Box 659 • 7 Parker Road;0stervil)efWA,bk55 l seci@sullivanengin.com • www.suilivanengin.com July 15, 2015 Mr. Paul Roma DIVISION Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 41 Ships Eagle Lane, Osterville Lot 19, LCP 26700-D Dear Mr. Roma, Per your request please consider this letter as confirmation that the area shown of the Proposed Site Plan is 100%upland. The limits of the former cranberry bog on the adjacent property were flagged by a wetlands scientist and located by survey in 2006, and affirmed by the Town of Barnstable Conservation Commission in 2007 under SE3-4616, and re-affirmed in 2015 under SE3-5292 for this project. I trust this meets your present needs. If you have any questions please feel free to call. Very truly yours, Jo O'Dea, PE Sullivan Engineering& Consulting, Inc. i f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /(o Parcel OF& Permit# Health Division a o�, Date Issued ���'/�^ 6 Conservation Division !6 6Z� �'�' Application Fee t d Tax Collector a-MC2 L g ��I 3 Permit Fee 2�7 • d S SEPTIC SYSTEM MUST E Treasurer k- L 5')0 1XISTALLED C®B�PLIAR C Planning Dept. I WITH TITLE 5 ENVIRONMENTAL COO`At4 Date Definitive Plan Approved by Planning Board TC9Vul4 REGLl1 b 7 Historic-OKH Preservation/Hyannis Vg Project Street Address S AO r►'s -4(-,L O= Village .off Owner G N-4 o On j_ Address 3,2 i 0C 4 J��, �4 e tf c- Telephone '7b[- G 3%-/5 7> Permit Request E 5i , vw 'r-0NCK � rrwLA;r - W k4 skoftez S Square feet: 1 st floor: existing C proposed lCx)o 2nd floor: existing ZZo . proposed z Z U Total new %Z z o Zoning District Flood Plain Groundwater Overlay Project, - 7 'oSC7Construction Type Lot Size Grandfathered: O Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family EL Two Family 0 Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Wo On Old King's Highway: ❑Yes 1•No Basement Type: ❑Full ❑Crawl &,Walkout ❑Other Basement Finished Area(sq.ft.) N1A Basement Unfinished Area(sq.ft) _ Number of Baths: Full: existing new cam' Half:existing L new Number of Bedrooms: existing new Total Room Count(not including baths): existing new _-tom— First Floor Room Count Heat Type and Fuel: ❑Gas ElOil ❑Electric ❑Other Central Air: .Yes ❑No Fireplaces: Existing - - New _er- Existing wood/coal stove: ❑Yes Flo 4 Detached garage:O existing ❑new size r,34 Pool: O existing 0 new size - Barn:O existing ❑new size Attached garage:0 existing ❑new size i•4 .� Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial O Yes O No If yes,.site plan review# Current Use Proposed Use BUILDER INFORMATION Name !°��'' ��' ! �� %-'J- �,J Telephone Number 7d y' 3 / >C > Address :� - %=� �. — License# CAS t[GL �a ►s;? : 6-1/1 0-.? 3'Ii Home Improvement Contractor# I kILAI Worker's Compensation# ALL CONSTRUCTION DEORIS,RESULTING FROM THIS PROJECT WILL BE TAKEN TO rA: r SIGNAT RE " Y DATE a 6 FOR OFFICIAL USE ONLY " PERMIT NO. c� DATE ISSUED - - ►- a A MAP/PARCEL NO. li S � ADDRESS VILLAGE ' OWNER _ DATE OF INSPECTION: -- ` r FOUNDATION FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH : ` FINAL ^ L GAS: ROUGH _. : FINAL FINAL BUILDING t? i DATE CLOSED OUT. ASSOCIATION PLAN NO. _ �, _ . The Commonwealth of Massachusetts _:•___. Ea _...V = Department of Industrial Accidents =- _ office oI/use ff9fi ions . . 600 Washington Street —- Boston,Mass. 02111 . Workers' Compensation Insurance Affidavit name: ,/✓4A7.G 5 2 r®4% I 0 e0,q,5---rVJ- (d,Q 5%2✓y/Jli location: 4 2 a ,b 6,007- $,-- city , 0 V x BPJI Z,y F ,I..•I.a Oa 33 I phone# 7IS 1 —f 3--/ S>( ❑ I am a homeowner performing all work myself. . ❑ I am a sole r rietor and have no one,o /pn m an ca achy ///I�%/%%%%/�%%/%�%/�%/��%%%%%%%%%%//%%/%/%%%��/%%%%%/%/%%/////////////////////////////////%%%�////�%////////////////////////////%////% S1 I am an employer providing workers' compensation for my employees working on this job. :rompanv;name::>:::::'<a3: r+ .2 ...:.,.�[3aa�. �..1'c.r.?c. :. :::.: ':�'j:}..... �y� �:I.i'.:+ '''�' i:!!:ii�'.;v,.}i�iL:ii:v:ii:Ci:t:?:{:i::f:iii::j<`?i:<!i::v:?:::;::ii:i::i'is�:ii::ii:':�:i�ii:v:is�?L{':i::iiii::isS4 Yi;:i:::isv<:iii il:'!: ::..':::is isv<::>.::'ii:!is Y:ji i::ii'is^:::::::::>.:�iiiY::{?;:`y,.!!�,<$4?.:v..:j::: iC::M.4YYi:^'. ::::::::iyv:..... *11' :�EYk�SS:::.:r :? :y .::. ,: 6�#...:.::::sJ .::::::::::::::.:..:... ....... .....:.:::::::::::::.:::. .::::::::.:.:::::::::::.: V. :+"4.;.:.:.Y ::..;•:::;;::.::::::::::;.Y::Y:.Y:• ::>:<::r::::::;;:::::;:::::::::::::::;:::::::::::•::::Yr.>:•Y:::::i::::'::::;•::•Y::;•:>:.Y::Y:.YY:.>:;:;•Y:.;»:.;:.;:.;:.;:.;:::.::.Y:.:;.::.Y:.:;.Y:.»Y:.::.Y:.::::;•Y:.YY:.Y>:.>:.;::::;.:>:.:;:.;:.;:.::.::.;;:.;:.;:.:.;:.;:.;;:.;:.;:.;:.::.;:;:.;;:.;:.Y:.YY:.Y:.::.Y:.Y:.Y:•x.::.Y:• ,:::;.Y;:;::.:. ;:. ... :::.::: ::. .::.:.;:I.%.;:.;:.;;:::': .;:...;:.'.> :>::Y::::::::.:::::..::..:::::::::::. .::. :: ::::::: ;. .. ..:::::::..::::•::.g. :: :YYYY;:.Y:.YY:.::.Y:;•Y:•;Y:•::z.:.Y, :e,tv..,:........�, :C'3�.r.Q.: ..E.,i f.....'. :.:::::.: ::............. .: .'4. ...........:.........................phol�e.#.......:. ...............:::..,............. .... `.i�Gr:. ,..,....:YYo-Y;;>:.;;;>;Y:<;,:: I. :<°<: :«`:<>:::: :::£:< 'i:< :<::z:::::i ::;::: ::::.`::i::?:<:ii::«::::::' ?:::::' ::G>:<::::z:is:i:2:::<<: :::i:::::::: :i:::3 ;:::::::i::::i::: ::>:<:: •;;:;:«:::>:::<::<i::::::<:.Y.r::::: ...:....:.Y:.Y::::;.. : .::.:.;:.;;:.;;;:<.:;::. ... . .. :.: :.;:.;:.;:.::.:;.;-::.;:..;:.;:......:.;:.Y;Y..........:::.;::..... ..::.;.: ... in$urahC@.Cp....... ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have . . . .. the following workers' compensation polices: i:<c n8121eas'..s i n:'lass : a :: ? >' < ash s > : .1-2 < ssss: t z>` i 2' »r i`ii,` >i i2i isiiii i` ii:is2 i2 i i i:` ' as 2 `y ?; ?? i ' cinpanv },,, € ... . :::::::::::::::::::;:::::::::.::::::::::::::::::::•.::::.:::::.::::::::::.::.:.::::;::.::.:::...:::::::. ...::.:.:::.:.::::.::.:.:....:.:::::.:::::...::::...::::::::::::::....::.:::::;:::..:::............:::.:........::.::: ....... s:: :r:<::::>v><>>:[:::•:::..:::::::.:.::::::::::.:.:::::::::•:•::.:::::•:::::.:.:::.::.::.::•..:Y::..::::::::::::::.::.::::::::.<-..::.::. .:::::::::::.:::::::::::::::::::....::::::::::::::::.:::......:.:::::::::::::::::•:::::::::::::::::::::::::.::::::::. �. s:r.. t::: Y;,•::.::.: AM... ..M ritvx:. ....... ........ ah :. :..... %..;r... ...........:.... .........-....... . .......... ..................................................... .. ............ ...........Y..:. }:�j?t:;::i:i:'r.. ri.'...'Y::`v::::::'+.4i;:::Y::f..... �ii::..,.i::i�i::ii}J:::i.' ::iii:C::`+?::::iii>ii:;i:?::}iii}:v:ii""iiiii:':'iiiii">i<:ij::iiiij>isisii;:;$j?i:t`'i}'ri'r:!iijii::i:4ii;:;:j'ii:>.:r'< :iif:$i $:;:j;:r:iiiii:4i: .�:::::::.�:::::::n:: .y..v,�.... .::::.. ::::::::::::::::::. ::..:.::n:::....:;v: .::.�::•Y :•::::.�:::::::::::::::::.::.:::::::. v::::::::::::::::::::::::::::.�::::::::::::.�:::::::.:�:::::::;.i':::.�.:�:.:�::::•::::::::..:::::n::..:............i.... ......:...........................::::::::. .:::. ...:...:v::::::::::::::::n�:.�::::::::::i..... .. .............................................................................. ..:......................................::.:. i- J(..........................................:::::::::::::::::::i!^:•iS.::.r:::'vi:siY::J$:8:::}ii:SiY:?i .TM:>::::,%`::i:::;;:;:::i:<::i:::ii:Y:::::>::.:.,..::i::i::isz::;::i:«:«:::i::i::<::ii>;isi:isi::s::; ::;:::;ii:?Y.:>::i::::i;i::i::ii:<:i::>:::::<^>:<:;::i>i::i:<.: Q ll i/F.i: .....isiv:j::i�:v:::i::::>v:`:v::::::ii?i�iiiii::%v::v:il4iii::i�::i:i:Ci..:LJ:•:�i±Y:f:iiiiY:?�:Gi:•Yi: h�titaace ''101/l %Ii. :�i�:�����:i�iiiii�i�i�i�����:�iji�i;i�i�����:;i;i�i�i���i���:;.Z..":E...--......--.-..-....=:::: ............; ...... .::,*-,.......... ................................... .... .... ,. allr c hb - : : v:....:; risar Faftare to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify sin _ penalties of perjury that the information provided above is trap and correct Signs Date /.Ir .. / Print name ,, � S. 2�Qt_i Phone# • >S1�-.93`r--S,to t official use only do not write in this area to be completed by city or town official . 1. city or town: permit/license# ' ❑Bufiding Department . ❑Licensing Board '.. . .. . ❑check if immediate response is required ❑Selectinen's Office ❑Health Department . contact person: phone#; ❑Other . (Devised 9/95 PJA) . i . a Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. I City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the - affidavit fot-you to-fill-out in the event the Office of Investigations has-to-contact yowregarding the-applicant. Please be sure to fill in the peimif/license number which will be used as a reference number. The affidavits may be rehiihid*ind the Department by mail or FAX unless other arrangements have been made..- The Office of Investigations would like to thank you in advance for you cooperation and should you have 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 Olfice of InvesligWons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 r °pZME�°� Town of Barnstable ti Regulatory Services >AMSrABLF, Thomas F.Geiler,Director Mass. 0 ;.�a`0� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type.of Wotk: Estimated Cost Address of Work: A// _S,;e r&5 4F,4 G L if G Z 0!5 r-E 2.U"4 LE Owner's Name: C A,4,90 JD�_->E Date of Application:_/03 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied El Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PE I�ereby apply for a permit as the agent of the owner: c 7 `j- �� S �> Ca•9srA� cv�v5rrzcic�-�v � ✓/;�Q�'1 . Date Contractor Name Registration No. OR Date Owner's Name F RESIDENTIAL BUILDING PERMT FEES ' APPLICATION FEE New Buildings,Additions $50.00 ,fib Alterations/Renovations $25.00 Building Permit Amendment $25.00 - FEE VALUE WORMHEET NEW LIVING SPACE D4� square feet x$96/sq.foot=_ -',o x.0031= -�'`-�y plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE /"Z2t7 square feet x$64/sq.foot= 70, 080 x.0031=. plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft, >120 sf-500 sf ` $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new buflding permit: square feet x$96/sq.foot= x.0031= 5 u u ,�.2 STAND ALONE PERMITS Open Porch -x$30.00= -b (number) Deck x$30.00= 6— (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 ' (plus above if applicable) Permit Fee projcost 1 SHE l°�'{, Town of Barnstable Regulatory Services ' BAMSTnBLE, ' Thomas F.Geiler,Director 9 MASS. g `bp 039.E 0. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �F plzµ►� ppG , as Owner of the subject property hereby authorize tc»Sc,27L e0'-o5'-/Z')L �o-J to act on my behalf, in all matters relative to work author zed by this building permit application for (address of job) jt9' Signa a of Owner ate Print Name Q:FORMS:O WNERPERMISS ION ) _.. - ^; ✓�ie'C�omv»zaaieuseu�i o�,/�.Cwa y. BOARD OF BUILDING REGULATION- .License: CONSTRUCTION SUPERVISOR Number. CS O48102 i Birthdate: 09k4.6/1961 Expires:09/16/2004 Tr.no: 3043 Restricted:. 00 : . JOHN J HUTCHINS _305 MARINER CIRCLE. / /VGO+�P•O �j COTUIT, MA 02635 Administrator. Board of Building Regulati ns and Standards HOME IMPROVEMENT CONTRACTOR Regist-i'on. i 12847 —__Or JOHN'J.HUTCH INW_ -S-ON&T' JOHN HUTCHINk'N&= ' _- 305 MARINER CIFt COTUIT,MA 02635 ,;,;� �•_�,-��� 'V� • Administrator •- : .: is TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 5_ Parcel cO 24, Permit# Health Division GIN 1 t a t u ��3-,�/i Date Issued JZ 1 b 3 Conservation Division S ZA 63 Application Fee Z. 0 Tax Collector Permit Fee Z 5- Treasurer SEPTIC SYSTEM MUST OF- Planning Dept. )(�'STAUED IN OOMPLIAN %M TITLE 5 Date Definitive Plan Approved by Planning Board E� �-T IENTAL COO Historic-OKH Preservation/Hyannis Project Street Address 17'/ s I P5 -_.4 e L.,--- 4',.4--�� Village 057--rrz VI`-Lr' Owner Address dal or_Ta,,l X 04, .�1,stlZ/�tF Telephone /-!3/ i+S57 Permit Request u�r Square feet: 1 st floor: existing -2c proposed >o,9 2nd floor: existing r,6 proposed -V Total new > Zoning District Flood Plain Groundwater Overlay Project Valuation 9 lt6QDConstruction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure Historic House: O Yes NNo On Old King's Highway: ❑Yes CNo Basement Type: ❑Full ❑Crawl �gjNalkout O Other Basement Finished Area(sq.ft.) of A Basement Unfinished Area(sq.ft) Number of Baths: Full: existing I new -6- Half:existing 4a, new -41 Number of Bedrooms: existing new -g- Total Room Count(not including baths): existing 3 new First Floor Room Count 3 Heat Type and Fuel: aGas O Oil ❑ Electric ❑Other Central Air: ❑Yes �&No Fireplaces: Existing _X�_ New 9- Existing wood/coal stove: Cl Yes Jvf No Detached garage:INLexisting ❑new size Pool:O existing ❑new size Barn:Q existing ❑new size Attached garage:O existing O new size Shed:O existing O new sized Other: Zoning Board of Appeals Authorization O Appeal# - Recorded❑ Commercial ❑Yes Q No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name_ ep,4s,7`,4L Telephone Number -gel- 9 3'/- :> Address _ 172 OrSoo 0 r' 5. License# Z>.j>-,3 u/Z�z �� 0 3 3� Home Improvement Contractor# 1 `G`�?`�� Worker's Compensation# -ALL CONSTRUCTI N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE IV- DATE � 2- • { FOR OFFICIAL USE ONLY i PERMIT NO. DATEISSUED MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION: r ti FOUNDATION f FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL " GAS: ROUGH i FINAL FINAL BUILDING DK DATE CLOSED OUT ` ASSOCIATION PLAN NO. 1' t, ' ' 11 6e1*1 ` _`=__ . The Commonwealth o Massachusetts -_= f 10 _=�: — Department of Industrial Accidents . office offnyestigatfoos . . V 600 Washington Street . -— Boston,Mass. 02111 Workers' Compensation Insurance davit . .- xxxxg name: 1 'Anc- e Z�OL� C O�Sr�L Gc�N 5 T2eJGT�O^� . location: )--2 braefa i S`i city 4)y X r?�02�;z /✓""a oa 33 f phone# .">g i— 9 3 V` 57 6 ❑ I am a homeowner performing all work myself. . ❑ I am a sole r rietor and have no one worku in capacity %��%%%%/��/,% /��%/G%%F////O�///%/%%/��%/% %%% /%%%%%/%%%%%%%%%%%%%%%��%%%%%%%%%%%%%%�%%��%%���%%%%�%�%%%�%%% R I am an employer providing workers' compensation for.my employees working,on this job. :::::;::::>:::<:;>::::>::>::;:t;:?>E:;::::;;;;>::;::::>::::>:::::<:::>:<:>::: :company?name:<:::: 4 :'�s.3';.:.: :::::::: .t� .:,�- P.?. :.: :;.;:.;:.;;:.;:::.;.::.:::::::::::::::::.::::::.:::..::.:::::::.:::::::::::. address. ........ .. .. # . ............. . :.:..::::.: :.;::.;:.:;;.:;:.: ' '< <w': c�t. .::::.�::.. :.:::-7. .-:>!-:r :;':``' '' ;:'; ;;: :::::: ` t i :' ';; ` :....1G ....... ....s�.. ................. v....:.... cc ...................... a.. ...... . ,....... p # ��,;;;:;>::;::,::. .. .. .:::::::.�::..:. :;:.;:.::;;..;:.;:;;:.;;:.;:.;;:.>:o.:c:: >:.:;%o:.:.>:;.;::::.::;:.;:.: .. .....:............. :�insut:ance.co.::..:. :.. .. ::::::.::: '� :....:::.. ................... . ................................. oltc:;:#:>:::.:.;. '::.:::: ..:'�...:...,:.....° .. . /...........::. ❑ I am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have . . . .. the following workers' compensation polices: f •,`.•`:8:>z'nsjn�e : i:i%':::% ': :::<:o .: ' s.' sssi : : . �:isisi' i i 'ss %`?'::Isis'i:'i::.:?E:3[?':iscii`'isisi isis>'?'r ?i is :% `?i i[i`':%i:2.ii i ''.......... i`%::. ::%' . :coma nv a dress"L ::' ?< c`:.> Y? a: <<`'>{' ?`t `::.' Y 2? :`': ......` 2' :: :: ? :''S':: : '':5': ?r< > ?; y tij'a% ...................................................... . :.::::>::»:«<:>::»>:<:>.....::»::»>:>:::<:>:<::::;:>:::::»::»::>::>:<:>:::>::::>::>::::::::::::::>::::::::>::>::::>::::::>:<:>::::>::::::::::::»>:::«<:>::::>:::<::::<:>::>::>::::»:::<;>::«:::: hone. ,.......... .............. ei .... o 0,f'' :'t:.0::.a::a•..::.... :i::::::<::: :::::::;5:t:::::::::::::::i::i::::::.;::;::::::%;:i<::::::::::::::>::::::;::::::::ii::::::;>:4:;;::::::::::::;fi::::::::::;::.....:::::::::::%;:::::::;;:::::r:::::::::::::::::::::::::::::i:; :ltr�tiiranee::ca::::>:::<:::::>::::;:>::::::>:::::::::::;:: «........;:.::.:.;:.:.::;:.>:.:;.;:.;:.:; :.:.:;:.>:::.;:.;:.::.::.:::.::.;:.::.;:.;:.:.;:..;: :11,1111, I'll . 00/171=:... :; ..�.i� .i��� /////////////J/ i"6Q":-----*: M.:::.::::" :......",�:. ... .1......, ::.... . . 1: 1.1%. ,,,, :.;:.;:.;::<•;:.;:.;::;.:::::.;:.;::•::: ::.:::::::::.;::.;:.;:....... hone. :::.::::.:.::::::::::..::.:: :ci :.::::::::::..... �11y ::iS::'•'::<, % risnran . Failure to secure coverage as required miler Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under th pains- penalties of perjury that the information provided above is true/and correct Signature _ Date 's/zX�D� . - ` Print name �a S Z t�oz.r Phone# 781-- g 3 Sr— �7 7 official use only do not write in thiNMI s area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department . contact person: phone#; ❑Other (revised 9/95 P7e) Information and Instructions t ' Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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. City or Towns 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 peimif/license number which will be used as a reference number. The affidavits may be rehrine it the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have 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 . Orrice of InvestinUons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 OFZME T Town of Barnstable P Regulatory Services BAMSTABLF, Thomas F.Geiler,Director MASS �plf1639. � Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date z7 3 AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type.of Work: /Zi,w1 OD.r-L_ Estimated Cost Address of Work: 9/ 5/-tPS F9 L6 G Owner's Name: DD C Date of Application: z6n->A10, 3 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied El Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF P I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name °FtHE lof, Town of Barnstable Regulatory Services ' BARNSrABLE. ' Thomas F.Geiler,Director Mass. g 1639.�4 Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize e6/451-70L e&'D ST12UGr1o"0 to act on my behalf, in all matters relative to work authorized by this building permit application for (address of job) y, Su�PS ra�L. Ga�F Signature of r Date Print Name ti Y QTORMS:O WNERPERMISS ION r A C777ie irJani»za�uuea 0/✓t/'266= y BOARD OF BUILDING REGULATION- License: CONSTRUCTION SUPERVISOR Number. CS O48102 Birth W:'09/1:6/1961 Expires:09/16%2004 Tr.no: 3043 . Restricted: 00 JOHN J HUTCHINS 305 MARINER CIRCLE. -� • COTUIT, MA 02635 Administrator. ov .. .. _ -�:�v:.... ... .:..... ..... ..� ., .._. �...... .. a:..:. ..l- .. � � � ✓fie �vapvnzovuuea� o�./l�Gaeaac�,�,�� Board of Building Regulatidns and Stand.-rds 1 HOME IMPROVEMENT CONTRACTOR Registration: 112847 - "i0i 5 --- I i ---- . JOHN J.HUTCHINS=&SONS Iwl JOHN HUTCH INS WE ,_ 305 MARINER CIR'� <° COTUIT,MA 02635 Administrator 1 — ... .. .-... Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home Help Parcel Viewer custom Map Abutters Map Size ■■ Zoom Out, I I I H"'In nn, ® JPG Map: 165 Parcel: 096 Full N — Property Location: 41 SHIPS EAGLE LANE Info 1 Owner: DOE,CHARLES F&DEBORAH J 1050g4 Map&Parcel 165096 le5oglgg3 Location 41 SHIPS EAGLE LANE x21t Acreage 1.05 acres 1e512e, x 311 Is e xe Melling Address DOE CHARLES F&DEBORAH 3 I 1e50ge I 52 SHIPS EAGLE LN W x41 y E OSTERVILLE,MA 02655 c Extra Features $33,900 1 Out Buildings $46,500 Land $1,028,700 Buildings $292,600 Total Appraised $1,401,700 I 164003001 x51 Extra Features $33,900 x315 �. Out Bulldings $46,500 Land $1,028,700 S Buildings $292,600 Total Assessed $1,401,700 I j Set Scale 1" = 144 J ' I May 1968 I MAP DISCLAIMER Copyright 2005.2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=165096 10/2/2014 6/4/2018 12.00 PM T T y x x x 9 x x x g �� x�pn o o y� �y jR � G P N fo � 09 cB� � ��R �� � D yfC y @ ji ill SA Pr Si q - z ®e 'l b. r�,� .• (� tom•_::_- t IN O _ $v lg r fa 4't1, - u4 V4• �• IT-29H• ------------------------------- ° r .. - ---------- § I 1 ' rn � � Zia LA PIR i ,� W i1.FYP iN' } M � 2 I� I o may$ a x L�pAI 3I 4• V 9v' i 10• V49/4• N 16•-11 VP , o� � _____ ____________________ A CP € . $gP F 37 -4cc O q� �� �aV P a _ Parscxco%esnw3 � g"'• off rn SAW ftl M C s la rn z n S, O 1 � T f �'n § Cn O I ` DO m e O Crn t _ C m D , n , , u � .Q s � � b _ T ra I IL D?' - T s § - ------------------- x r ' 9•-1 U2• 10 9/b• s4 „ .� 11� CO 0'4• e'a le'-0' ea W-e3/4'. 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INSTALLATION A.FLOOR-5TURD-I-FLOOR T46,EXPOSURE I, "' 5 SET OF DRAWIN65. WHICH IS TO BE VERIFIED IN THE FIELD OF SPECIFICATIONS FOR MA50NRY OF ALL CONNECTORS SHALL BE 3/4",SPAN RATING Ib". BEFORE CONSTRUCTION. STRUCTURES(AGI 530.1/A50E(5-88). IN STRICT ACCORDANCE WITH THE N L) STRENGTH OF MA50NRY F'M=1500 PSI.. THE MANUFACTURER'S INSTRUCTIONS B.WALL 5HEATHIN6-EXP05URE I, 1/2", 2.ALL SAFETY REGULATIONS d MUST EMPLOY ALL REQUIRED SPAN RATING Ib". 0 ARE TO BE STRICTLY FOLLOWED. 2.FOOTINGS SHALL BE CARRIED FASTENERS. 'm R METHODS OF CONSTRUCTION d TO LOWER ELEVATION THAN 5HOWN 2.VERTICAL REINFORCING OF MASONRY G.ROOF SHEATHING-EXPOSURE I,5/8", ERECTION OF STRUCTURAL MATERIALS ON THE DRAWINGS IF REQUIRED TO 114ALL5 SHALL BE AS INDICATED ON SPAN RATING I6". s 15 THE CONTRA(TOR'5 RESPONSIBILITY. REACH PROPER BEARING CAPCITY. THE DRAWINGS. ALL GORES OF 4.ALL CONNECTORS SHALL BE MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED. H e WITH GROUT. REINFORCING BAR o - 3.THE CONTRACTOR 15 RE5PON51BLE 3.WALL5 ACTING AS RETAINING WALL5 LAPS SHALL BE 2'-6" MIN. DE516N CRITERIA FOR DISSEMINATION OF ALL SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS REVISIONS d REQUIREMENTS TO BRACING UNTIL ALL SUPPORTING 501E 3.HORIZONTAL JOINT REINFORCING BEFORE LOADING THE JOINT. I.APPLICABLE BUILDING GODS THE SUBCONTRACTORS. 8 SLABS ARE IN PLACE d AT FOR MASONRY SHALL BE EQUAL MA55AGHU5ETT5 8TH EDITION ADEQUATE STRENGTH. TO OUR-O-WALL TRUSS MANUFACTERED 6.SPLIT WOOD IS NOT ACCEPTABLE �y•� c 4.REASONABLE CARE HAS BEEN WITH WIRE CONFORMING TO A5TM A 82 FOR ANY CONNECTION. 2.DESIGN WIND SPEED: 110 MPH TAKEN IN THE PREPARATION OF 4.COMPACT ALL FILL UNDER FOOTINGS d COATED FOR CORROSION PROTECTION V ALL DRAWINGS AND SPECIFICATIONS. 8 SLABS TO THE SPECIFIED DENSITY IN ACGORDANGE WITH A5TM A 153, EXP05URE C,1=1.0,G= V-O.IS W a> HOWEVER THE ENGINEER DOES NOT d VERIFY. CLA55 5-2. ALL WIRE SHALL BE 1,ALL EXPOSED FRAMING MEMBERS GUARANTEE AGAINST HUMAN ERROR 9 GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA _ LAP OF b" d USE PREFABRIATED T'5 02/C9 GGA 0.25 d MEMBERS IN STRUCTURAL DESIGN CRITERIA _ 8 FOR THAT REASON IT S IMPERATIVE OR CORNER SECTIONS AT ALL CONTACT WITH 501L SHALL BE 1 cc THAT THE 51ON5CONTR 4 DETTORAILS SHALL CHECK WALL INTERSECTIONS. TREATED PER AWPA G23/C24 ~ ALL DIMENSIONS d DETAILS d MUST STRUCTURAL STEEL ~ V VERIFY ALL CONDITIONS,DIMENSIONS, GGA 0.60. JOB SITE FABRICATIONS - FIRST FLOOR 40 P5F LL � d ELEVATIONS AT THE SITE.ALL GUTS d BORES SHALL BE TREATED IN 15 P5F DL (D DISCREPANCIES SHALL BE BROUGHT I.DESIGN,FABRICATION d ERECTION 4.CONCRETE MASONRY UNITS SHALL ACCORDANCE WITH AWPA 5TD.M4. TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH CONFORM TO A5TM C 110. -SECOND FLOOR 35 P5F LL V t THE AI5G SPECIFICATION FOR 8.ALL MANUFACTURED LVL WOOD FRAMING a OL STRUCTURAL STEEL FOR BUILDINGS, 5.CONCRETE BRICK SHALL CONFORM MEMBERS SHALL HAVE THE FOLLOWING -ATTIC/STO. 20 P5F LL 5.THE CONTRACTOR SHALL SUBMIT LATEST EDITION. TO A5TM 655. PHYSICAL PROPERTIES AS A MINIMUM: 10 P5F OL ca COMPLETE SHOP DRAWINGS FOR ALL CONCRETE REINFORCING,ALL -ROOF 65L 30 PSF 5L STRUCTURAL STEEL, d BOTH 2.STRUCTURAL SHAPES SHALL CONFORM b.GROUT SHALL CONFORM TO THE E=1.9XIO6P51.,FB=2800,FV=240. 15 P5F OL CALCULATIONS d SHOP DRAWINGS TO THE FOLLOWING: REQUIREMENTS OF A5TM C 146 d -EXT.WALLS/5TOR. 15 PLF OL D*01 FOR ALL 4 THEIR CONNED LUMBER SHALL HAVE A COMPRE551VE 1r PRODUCTS 8 THEIR CONNECTORS A.WIDE FLANGE MEMBERS A5TM 5TREN6TH OF 5000 P51. 9.ALL FLOOR JOISTS SHALL BE AS - INT.WALLS/5TOR. 50 PLF OL FOR REVIEW PRIOR TO FABRICATION. A992 GRADE 50. MANUFAGTURERED BY BOISE CASCADE d AS 51ZEP ON THE DRAWING5. ALL - DECK5/PORGHE5 40 P5F B.CHANNELS d ANGLES A5TM A36. FASTENING,BEARING,BRACING d IO P5F 1.VERTICAL d BOND BEAM STIFFENING SHALL BE IN STRICT ACCORDANCE € dF G.H55 ROUND d RECTANGULAR TUBES REINFORCEMENT SHALL CONFORM WITH THE MANUFACTURER'S REQUIREMENTS. CONCRETE TO A5TM A 500,GRADE B FY=46 K51. TO THE REQUIREMENTS OF A5TM A615. e= I.ALL CONCRETEWORK AND MATERIALS 6.MORTAR SHALL CONFORM TO THE &ENERAL NAILINS Sc++£wLE-110 NCH SHALL COMPLY WITH THE SPECIFICATIONS 3.ALL GALVANIZING SHALL CONFORM FOR STRUCTURAL CONCRETE FOR BUILDINGS TO A5TM A 123. REQUIREMENTS OF ASTM G 210 JOINT DESCRIPTION �OF �°P NAIL SPACING m 3 z (AGI 301-89). AND SHALL BE TYPE M OR 5. `°""°""^1L5 BOX `a � Y °v ROOF FRAMIN& 4.BOLTED CONNECTIONS SHALL BE WITH BLOCKINS TO RAFTER(TOE-NAILED) O-B° O-'°° eAaH E.ro 2.ALL CONCRETE SHALL HAVE A 28-DAY HIGH STRENGTH BOLTS IN ACCORDANCE 9.QUALITY ASSURANCE TESTING d RIM BOARD TO RAFTER(ENO-NAILED) 2-16a 5 16D EACH DO £ COMPRESSIVE STRENGTH OF 3000 P51, WITH THE SPECIFICATION FOR INSPECTION SHALL BE PERFORMED PO"FRAMIN& Z WITH MAXIMUM I INCH AGGREGATE d STRUCTURAL JOINTS USING A5TM A 325 IN ACCORDANCE WITH THE C REQUIREMENTS OF AGI 530.1/A5GE 6/58. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4 16a s t6D AT-I- �c MAXIMUM i AIR ENTRAINMENT FOR OR A 490 BOLTS. STUD TO O-16D 2-I&D 04.O.C. B EXTERIOR CONCRETE EXPOSED TO E_ MOISTURE. HEADER TO FADER(FACE-NAILED) ISO 160 lb-OL.ALONG EO&ES 5.ANCHOR BOLTS SHALL BE ASTM A 301. FLOOR FRAMIN& w 3.ALL REINFORCING STEEL SHALL BE FRAMING LUMBER d CONNECTORS J015T TO SILL.TOP PLATE OR 61RDCR(rOE-NAILED) 4-av 4-Icv PER.HOIST � U � � N DEFORMED BARS OF NEW BILLET STEEL 6.WELDS SHALL BE MADE BY OPERATORS BLOCKING TO Olsr(roe�+AlLev) 2-av -1OD EACH END - CONFORMING TO A5TM A 615 GRADE 60. CERTIFIED BY THE STANDARD I.ALL FRAMING LUMBER SHALL BE BLOCK N&TO SILL OR TOP RATE(TOE t AILEDJ 5-160 4-160 EAGM BLOCK 0) �I Q QUALIFICATION PROCEDURE OF THE KILN DRIED 19 5 MAXIMUM MOISTURE LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 5-160 4-160 eACM JOIST m J= Z AMERIGAN WELDING SOCIETY. CONTENT. LUMBER SHALL MEET 1 V 4.CONCRETE COVER OF REINFORCING BARS AS A MINIMUM THE FOLLOWING -015TONLE06ERTO BEAM(TOE-NAILED) 5-60 5-100 PER JOIST y/ (11 Cu SHALL BE AS FOLLOWS: DESIGN VALUES FOR SPRUCE-PINE-FIR: BAND JOIST TOJDST(Em-NwLED) 9-SO 4160 PER JOIST 06 Cl) 'T. N .WELDING SHALL BE IN ACCORDANCE BAND JOIST TO SILL OR TOP PLATE CTOE-NAILED) 2-1&0 W 5-16P PER FOOT Q� (D (� U A.3"AT CONCRETE PLACED DIRECTLY WITH THE AW5 DI.I CODE FOR WELDING A.2X STUDS CONSTRUCTION GRADE A SP--THINS Co W AGAINST EARTH. IN BUILDING CONSTRUCTION. FB=800,FV=65,FG=150 HOOP S,raG,mAL PANELS o to B.2X JOISTS/RAFTERS NO. I GRADE RAPTER5 OR Ta1sSE5 SPACED uF TO IS'OZ. DO 100 6'Ev&e/6'FIELD N C• B.2"AT ALL OTHER LOCATIONS. E•-= 8.CONNECTIONS NOT DETAILED SHALL FB=1150,FV=10 RAFTERS OR TR155ES SPACED OVER 16'OZ. BD lop 4•ED&E/4•FIELD L BE DESIGNED FOR THE LOADS SHOWN GABLE I NOAALL RAKE OR RAKE TRUSS KID&ABLE OVERNAN6 BD Iov b•EDGE/6'FIELD 0F 4..A_ a)5.NO HORIZONTAL CONSTRUCTION JOINTS ON THE DRAWING5 OR FOR LOADS G.POST NO. I GRADE FB=800, �k1f -i a ARE ALLOWED,UNLESS SPECIFICALLY GIVEN IN THE STANDARD LOAD SABLE EN D V LL RAKE OR RAKE TRUSS N•V STRVCTVRAL OVTLOOKERS 60 lop 6'Ev&e/6'FIELD FV=65,FG=615 Oa C+y W�• rn Vr SHOWN ON THE DRAW065 OR ALLOWED TABLES OF AI5G FOR THE SPAN, &ABLE DIOAALL RAKE OR RAKE VT TRUSS W LOOKO BLOCKS eD IOD 4•ED&e/4-F ROEERT L. O IN WRITING BY THE ENGINEER. SECTION d 5TREN6TH SPECIFIED. CEILINS_"_.THINS o 6ODJ1AK `T 2.ALL FASTENING OF FRAMING,PLATES,SILLS,SHEATHING d H&YPSL" ALLBOARO SO COOLERS T ECA4E/1O F1 v STRUCTURAL O.: 1442- 6. REIN FORCiN& El"BEP EiNNT STANDARD 9.ELEVATIONS NOTED AS "TOP OF STEEL" "'ALL 5NBATHIN6 OTHER WOOD MEMBERS SHALL No.31829 BAR � REFER TO THE TOP FLANGE OF ROLLED TH NOOK BE IN ACCORDANCE WITH THE HOOP STRucnmAL PANELS 'P i ' a.uNe 2°Is "4 12' 120 5EGTION5. DETAILS SHOWN d MINIMUM -ST=5 SPACED UP TO 24.OZ. aD 100 6'Ease/12'FLEW O� (y JC. 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Roof Framing Plan ��T,.,�.A.:1..fR„�.����R1,�,��.,AB.��R, a r c h i t e c t u r a l design architechassociates.com E OPTION #1 0 � � U m N O � ad w HEADER SIZE O OB OG OD O O OG w t y � t U (1)SSP (I)H8 TOP/BOTTOM G G L= I'-O" TO 4'-0" (1)LSTA 9 (I)SP4 PER KING (1)A23 (I)A23 OF EACH CRIPPLE STUDX( t r , t - 1 c U « m L= 4'-1" TO 6-0" (2)LSTA 9 (2)5P4 PER KING (1)A25 (2)A25 NOTE,FOR HEADERS CLEATED F s (1)CS 16-(6)80 NAILS w e EACH END OF STRAP AAA " PER EACH KING STUD SEND $ .1 E E L= 6'-I" TO &-0" (2)LSTA 12 (2)5P4 (PER KING (SEE NOTE'49 (1)A23 (2)A23 H N TE ATTACH EACHTTFF- io c�i 95F Ha. (2)LSTA 15 (2)SPH6 PER KING (1)A25 (2)A23 HEADER(PER PLAN) L= 8'-I" TO IO'-O" M � 1�-jtq aT (U SSP V N L= 10'-I" TO I6-0" (2)ST2122 (2)5PH6 PER KIN& (1)A25 (2)A23 w N A AI I I I IE� a OPTION #2 U U O CD WINDOW/DOOR OPENIN& HEADER 51ZE O O O O O O O V r (U-G5 I6 YV/(5)8D (I)SSP �p L= I'-0" TO 4•'-0". EACH END PER KING (1)A23 (1)A23 O H8 TOP/BOTTOM HCRIPPLE OF EACH CRIPPLE STUD '1= L= 4'-I" TO 6'-O" kv(5) 06 (1)55P NOTE,FOR HEADERS LOCATED EACH END PER KING (I)A23 (2)A23 't (1)CS 16-(6)80 NAILS EACH END OF STRAP va!((,)eD SEE NOTE'S' (U 55P PER EACH KING STUD ERD L= 6'-I" TO &-0" EACH END PER KING (SEE NOTE '4') (1)A23 (2)A23 1�,ATTACH EAGH Z (2)-E5 16 YW(8)80 (I)SSP < L= 8'-I" TO 10'-0" EACH END PER KING (U A23 (2)A25 x 'z = Zc_ B (U 55P $l L= 10'-I" TO 16-0" (2)ST2122 PER KING (1)A25 (2)A23 �� =_999 ZE M, ` v< NOTES, 2 ! S D D I. HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER- 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. Z'" 3. NAIL FULL HEIGHT JACK STUDS TO KIN&STUDS WITH(2)-I6D NAILS PER W O.G.(JACK STUD TO SOLE PLATE STRAP NOT B ?G REQUIRED) 4.STRAP NOT REGUIRED WHERE 5HEARWALL HOLVI20M 15 ADJACENT TO OPENIN&. I: 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. -- OFRAMING (P WINDOW AND DOOR OPENINC75 V wr TO scaF a) C C U) cCD J- 5HEARWALL SCHEDULE 5HEARWALL HOLDDOWN 50HEOULE CONNECTION TO CONCRETE FOUNDATION oS Q) WALL TYPE SCHEDULE: 5HEARWALL CONSTRUCTION: FOUNDATION HOLDDOWN5 b ANCHOR BOLTS: FOUNDATION SILL PLATE CONNECTION TO CONCRETE: (D W cl) 15/32"PLYWOOD- (EDGES BLOCKED) I.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES HOU5-5D52.5 W/55TS24 5/5" DIAMETER ANCHOR BOLT 5/8"DIAMETER ANCHOR BOLTS @ 32"O.G. _ 0.N U SD COMMON OR GALVANIZED BOX NAILS 4 DOUBLE 2X STUDS AT EACH END OF THE WALL. O W/GNW 5/5"COUPLER NUT BETWEEN 55TB24 $ 5/5" H b"O.G.EDGES $ 12"O.G. FIELD. THREADED ROD INTO HOLDDOWN. POSITION 55T524 NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" DIA. N (6 Z 2.FACE NAIL DOUBLE TOP PLATES W/I6D NAILS I I6"O.G. Y`l/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE A301 STEEL ANCHOR BOLTS YV 3"X 3"X 1/4" PLATE WASHERS J Cn 15/32"PLYWOOD- (EDGES BLOCKED) USE(12) - I6D NAILS AT EACH SIDE OF LAP SPLICES IN TOP POUR FOR CORRECT PLACEMENT. W/T' MINIMUM EMBEDMENT INTO CONCRETE. r-N 2 8D COMMON OR GALVANIZED BOX NAILS PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0"LONG. 3"O.G.EDGES 8 12"O.G.FIELD. 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED HOU8-5052.5 W/55TB28 1/5"DIAMETER ANCHOR BOLT U ABOVE AND BELOW ALL OPENINGS IN 5HEARWALL. 8 NU CNN 1/5"COUPLER NUT BETWEEN 55TB28 & 1/8" OF 15/52" PLYWOOD-(EDGES BLOCKED) THREADED ROD INTO HOLDDOWN. POSITION 55T528 job no.: 1442 SD COMMON OR GALVANIZED BOX NAILS 4.ATTACH DOUBLE 2X STUDS $ BUILT-UP CORNER STUDS AT W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE `yy� �� POUR FOR CORRECT PLACEMENT. y ate 4 uoE Bois ® 2"O.G.EDGES d 12"O.G. FIELD. SHEARWALL ENDS W/(2) IbD NAILS @ b"O.G.FOR ATTIC/ ROBERT L. G, FRAMING AT ADJOINING PANEL EDGES SECOND FLOOR SHEARWALLS AND(2) I6D NAILS® 4"O.G. BODJIAK `ale ` As xoTep SHALL BE 3" NOMINAL OR WIDER 8 STAGGERED FOR FIRST FLOOR SHEARWALLS. HOU14-SD52.5 Al5BIX30 I"DIAMETER ANCHOR BOLT NAILS SHALL BE STAGGERED. O STRUCTURAL drawn 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT 14 W/CNN I"COUPLER NUT BETWEEN 5BIX30 8 I" 5HEARWALL ENDS. THREADED ROD INTO HOLDDOINN WITH HOLODOWN N0.3182 ev. NOTE: FOR PLYWOOD 5HEARWALL TYPE5 I,2, 8 3 ATTACHED TO bXb POST. P051TION 5SIX30 NI/ !� rev. LISTED ABOVE,SD COMMON OR GALVANIZED POURO RATE TO GO PLACEMENT. PRIOR TO CONCRETE NAILS- (0.131 X 2 1/2")GUN NAILS MATCHING THE t 8 NAIL DIAMETER 4 LENGTH MAY BE USED A5 A — SUBSTITUTE. ' ISSUED FOR PERMIT snt 16 Of 1-7 &/9/2015 12.02 PM ®� ---------------------------------------------------------------------- O O o =d = v Dw+ �M o 1 rTiD + N z P CCCC m O . 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Structural Details D-1 OFEM.WCANEW AND MN.MUMON MA.1 NS architectural design architechassociates.com 0 o F—ATILN GENERAL NOTES: - SINSLE PLATE EASEMENT SLABS TO BE 4'C.OIGeEIE('000 P51) Q1 5 3g_O• M N U Ru Pewr cowA ETE KALL5 TO BE W WWM 6X6 N.4XYtl.4 WIRE MESN ON 6 MIL VAPOR BARRIER OVER b'YELL-6R.ADED GRAVEL N l0 � IO TMI ON 4•XI2'CONnNJLVS GLNCRETE cOMPALTEO To ass MAX.0RY DENSITY. o m PROVIDE 2-RID61D NSI•4-P ETER OF Ib'-2 3/4' $'-b I/2' 10'-2 3!4' I ,�Y 1 A Fm o y U REBAR•TOP t'BOTTOM OF!VILE: _(!L '4 y REEFER TO SELTwtb FOR WALL NEI6MI5J: YALKIAii'PORTION OF BASEMENT If^^ /}'!{ C T !/*�5 w• PROVIDE SHELF 1 57EM PALL PER PLATS. S t A 4'L i U o -HOIF,#1 bAWSE SILLS TO (2J 1%65 0.01'ER EO. SO. E[A w 2 LONLRETE FROST HALLS TO 10'TNLK SILL P.TJ W Sro'XI2'6ALVA14ZED STEEL AHL110R P IN ON 24'KI1'(UN_FJa NOTED)LONTIN- BOLTS a 91'OL.AND IS'FROM GOWffRSBEAM LONE.FOOTING FV NEY(NEIGH OF YlNl ;__________________s`' it__________________r_ TO BE BARD ON GRADE CONDITwN54'-O' - _______' N a` MIN FROM FIN GRADE TO BOTTOM OA FOOTINCa) ANCl10R AW BE A5 TS`aLALL')A/ALL 1 ATES _ V +-' (2)5 REBAR AT TOP ONLY:PROVIDE SHELF t THERE L ffEA MN OF 1/BOL15 PER BILL; , f�• O L STEM Wall.PER PLANS. Yo5KR TO BIT ON LPPER SILL 9'4 I/4• C o C ` CONCRETE 5TREN&TM MIN FL•9000 P51 _LONEL7wN5 OF ML fEIbNTT FOJ1mAT10N WALLS im d1 (0 AT 2b DAYS 6X6 P.T.F05T ON I To FRO57YOLL5 TO Be 5• W KEYlo, (LAST FROM 2X4) 6 NDO-SNRINK ON VIA.LDN B4 71 - SE STONE VENEER AT E BE BALLI TO NAVE R THICK byyT LO TINDIA 016FOOr -------- y 4-IW COOL.6RAT1E LL 0 DRILL K REBAR , ,'1 I I � FOOTING , ♦'INTO LONGRETE WALL•12 OL; -NO FOOTING TO BE PEALED IN WATER OR ' '' e SECUREWEPDXY GROUT FROZEN SOIL " •' , ________��: aN r •STONE VENEER AT LOWER LEVEL t FIRST FLOOR is 1 -SEE STRUCTURAL GENERAL NOTES AM TYPICAL ; 1 i -, `•.c�m+mmr::ro E STUD WALLS TO SIT ON 4'6Ml SFELFMALL DOYN DETAILS FOR OTTER ______ - - TO FOOTING OF FNpH.(26'X 12'FOOTING) a'WIDE%52' LK fECOMNEtmED TO SAWGITSLAB CONTROL BASE PLATE WI ___________ GARAGE 5LA95 TO b'ERG®GONE.SLAB JOINTS-NO BIGGER SECTIONS THAN bC0 S.F. ' y W OW ANL'NOR BOLTS D � 4'CN1J WALL ON , L (3500 PSI)MTN 3'LOK-FLOOR(20 6UA6EJ -(7 STD�IEI�VENEER WITH&XbXIA WELDED ARE MESH REINFORCING ----- E STEEL ON 28*12' FR051WALL A_') n O BEAM POCKET IN5TALLATION DTL. (TYP.) ON 1TAIN LONC.foOTIN6, : MAINTAIN 4'-0'WNIM.M FROM SCALE:1 1/2'=1'-0- ' BRAVE TO BOTTOM OF FOOTING , CALUMWP05T FOOTING SCHEDIA_E f3YJ4 _____________________ -- MARK DIMENSIONS REINEORCIN6 REMARKS ____________________ _____ _ F-I 3'-6'%3'-b'X IS"THK (5)5 8AR90,61 OOL.EA.YVAY ' .. 1 I - - , _ _______________ _ ____ ____ _ __ _ _____________ 2-6'X 2 , A-1 F-3 2'-0"X 2'-0"X 10'THK (4)m5 SAR5 E.A.my(BOTTOM) TOP OF FROSTWALL• ____________ m , TOP OF FROST • O G G = ELEV.Bra'fD1.n9 .- No A-� 1 9/4 TCP OF SLAB.e i ? l'i i/a' ELEV.91'-2'(31.1T'1 p ,,1• , 155 4'%4'X I/4' 3/4'%6'X 12.TOP PLATE 4 W(4)W A-BOLT5 - ' 5/6') /6%IO BASE PLATE r 0*61U] io.4 4 Sro A-BOLTS PLATE ATION W(1 ) IrZ- n-�unW12X26 STEEL2 :�F- ;F-2 -. -2 - a c 3 1/2 LALLY COL. - , ------------HIM 31, AOr,, 1/ ■ Q �9 SME ,+49 tit\ NAM l . , • ,�y 4 t PY3;';•ed +oPc� /F/ 9,9;-Q` P,La' 1A(Nn W/A 44 yY• •Y \ / eJ ':[P ;. .,� 10'LONCRETE FOAID.WALL ♦ __ __________________________________________ _________________ .-+` - -. � � m A w. c��a: _ _ Rfl3� TL �, ism es�� U � ayA - OWN 244'NXTD C.ONtL'R �• 1 - e j`, B. ` 1 • .,O FOOTINS W KEY 16'-0' LAST 2X4 KEY IN FORM Z?'-0 W-O' O /,�` / a v STRUCTURAL �\ PIN SLAB TO.Io 4'THICK LONT LONE.GRADE �P�' i�l� ,:tY �9� •yy^ BEAM TO SI.PPORT STONE W"3 fEBAR a 16'OL. 1 r�• 'Y!'y � 4 / tdt�' ,i}�j0• vENIEER:DWLL W REB.AR 4'INTO ��Y',/An CONCRETE WALL•11'OL.; FLOM OF / �• l t/4F• l 9 hJN A� BC{WE W EPDXY 6ROff PORCH(�RTcK FL�00R•U6'FM 12- e,�' ��'s r• N /�� �LF1 N 9d � N AWAY FROM HOUSFJ - e.•'_°- �w Ir' S" .i; i��{J ty C tF 4'LNa 5NEIF TO SUPPORT y x d sA STONE VENEER — — TOP OF STEM WALL c / CONWCORETE ,py/ �•i' -,fib^� lon .� X'•X' 24 C FiN&o (xx7 a /�� F�N (ATSTONE VENEER ONLY): ' TOP OF 514iF 4 O� W V)N C 9 •s�\N MAINTAIN 4'-0'MINIM.M FRROFMOan� To BOTTOM i X'-%'(xx') (1)Cr- (Q 5 LD 6'CONCRETE SLAB 2JX2.1 W 1WMLIES T IN 0 / l NTER OF SLAB) VAPOR B STONE VENEER 0 • N CE /•X ON 6'OF COMPACTED LPoSIED$TQE 4' (Z)5 WEAR 0- (RAISE LEVEL of GRACE•PERCH A5 4'THICK CONT.COIL'.BRAVE E NEEDED) w' BEAM TO RILL"r STONE MAR VENEER DRILL 11 R,1,A 4'INTO S 0 E DETECTORS REVIEW _ 11'DL.AID 'eb. SEO.RE W EPDXY 6ROTT J Clt p CAR '1 41 0 10'CONLRE(E WALL �(` [ O Top OF S1EN1 YW.L •�/ /_ IO'CO%12' A40ST E MOIVUTXI DL A H� O � / �- LDNLRETE FOOTIN& J- MASS SEINSIACIED �. TOP OF SHELF I C x'-x'(Xxi BA NSTABLE BUILDING DEPT. DATE WKEY nS BUI(DI — � ACHUSE bA _c a STONE VENEER %jobn0.: 1443 b•'d 4'4• 4'TNICK CONT.LONE.6RADE date a JUNE 2015 BEAM To SLPPCRT STONE VENEER DRILL t4 REBAK 4'INTO scale AS NOTED GUE >b 11�EPOIXY6ROUT FIRE DEPARTMENT SREBAR D DATE drawn BOTH SIGNATURES ARE REQUIRED FOR .. - S rev. _ TOP of Foor1N6 rev. x'-x•NA o F .. - BOTTLPi OF FOOTINS A-0 F O U N D A T I O N P L A N 2STEM WALL W/SHELF DETAIL AT GARAGE STEM WALL W/SHELF DETAIL p SCALE: 1/4' . 1'-0' x W SCALE, I/2" - 1-0- SCALE: 1/2' . 1-0- ISSUED FOR PERMIT sht I of 1-1 W-0. E O gi 15-5 V4' W-6 5/4' VA 1/4' 6--4 514- 1. is N W ----------------- -------- Ail Al ----------------------- -------------- ---------- O ----------- ----------- ----------- ----------- E- t -------------------- POVO 114 x XV(KW,.ayq L) Wo BA5EME,-, Zia)L* 0 1 IEI L -------------- ---------------- ------- - - ----- N, S!, 5 VT -- ----------------------------------------- !P jg 5TORA&E j gulQ—N-1- J !Ttlul m L) (D > 0 (D m a) M —i C,6 U)U) (1) Z a) m m U) W 0 3 > 0 0 EiE= (U MCO ca a) GeCRAL FLAN�S =3 OF &L M KALL S TO Of 2X65 o W a) 0 0 ALL JW,VOILS TO BE 2945 0 16* ROBERT L. OL.MESS NOTED job no, 1442 A 11 -VALLS n POCKU DOORS TO C� sooNd", BE�s"IC14i date q DUNE 2015 STIRUICT 4 L MWOM TO M ll�A-W��T- SCISle AS N�0 SMEY dZUTR TO M"AnOWS FOR g �W PATrERW 3102 drawn MN DOORS TO BE PS�A 'ARCHITELT SMEVOZIBFM TO ELEVAMON5 FOR 6RILLE FATTERIC) rev. k REPER TO MXVAT�G fOR M� rev. RO.HE16Krs MOVE eFLOOR 4p, FOUNDATION L 0 �N E R L E V E L F L A N A- 1 O SCALE. 1/4' - 1'-0" ISSUED FOR PERMIT I sht 2 Of 1-1 ae'a µ•- E U o ' U 6E�RAL PLAN NTB F-111/4' O'-1 1/4' W-5 1/Y 9'-5 I/O' 7-1 I/4' 4'-1 1/4' T'-T I/4' l'-T V4' 4'-1 IM* b'i 1/4' T-7 5/4' o m -ALL EM. 5 TO o,NO OL MLE`3 NOTED Oif1-4vSQERWI5E) gg m N U -ALL W.KALL5 TO BE 2X4'S•W' _ X `� At w U N OL.OLE55 Norm OBIERWSFJ ,F -KkIs. PDCKET DOORS To rtT x Sg AU x n f6 Se U&S rrYPICALJ N9Nm0w5 i FRENCN DODR5 TO BE FELLA n n n n n -' ry n _p ;L 'ARCMECT 5ERIEW�TO ELEVATIONS FOR MdtnN FATTMNs) E4 g g o c U R TO M"ATON6 FOR WINWYI M N (6 RO.NEt6 /ROVE Eu3.00R 54i�• Rai -FROM i MIDROOM SMY DOORa TO BE c i ROPE VALLEY w .b 516 m -LOI AOR DOORS i LASED D AE 5 - E T06 EMLoCA'r'NOi DRR]61GE0 ARE TO �• DECK o �.; LO!uITED 5 5TD5 l4 V2')FROM TiE CLOSE5T WALL AS SNOYp 1N RAN OR - LENTERM IN SPACE +4a DEM pv IINND FAASm I E <n o Xp ON PT.UO MAM A-, e e J ---------- Mil'Jai � o - 7C) D4Jimr6�9R1 0� , �� C6 § DINING T; 1��11 O U T LIVING b - r 7 6 _ pp ' FBREPA�BRIL Q \�/ to 8 i FIREPLACE YV 4d � RU3N HEARTH 1 �� QJ• a� WISP< &JILT-IN OFFICE KO,29 5/4 X HI 5/4 - R4MT7N5.b/b) L DN IS'-I' iB' 0'i' ''-O' 'v�i S'-4 I/O' P� � �• ' �m Q I, REF. Lw e6 9 mow✓ KITCHEN b'�• •' ,', y6��85 b �Q ----------------- Y 4 FOYER a 9 FOR. L KttGNEN MEW eY ONEF6 'm pN. N�i 4 y 0AP „ T x HIA62 64 i 9' y i qy�` -------�eoho Qr LL S9utat=e_` `e /G et'' w�FIEi°DsroNF�R1 - ` =,"F:=:.� g FOR CH ��e�Q� <. y Q 0 B'S 1(J' B' S'-1 1p' B' B'• V4'I. ^` /^�,, �, � C 5p WL.SHIN4LED U W W 'Ay�4 p• bXb POST YV 17Y YYDYR. AP 5 (b VO'Xb V]' DIM;b-X b'5NIN6 M DIM) a"o� 8$ CuTVS/ U (a (D N a ca to WC o Cc ' E ..,] p N bULIA. CD Kt CO STRUuTURAL cn f° O NO.31829 ab Quo x, ®�,f? job no.: 1440 `: `o x S xry g� sa iSrT �''•STE r date 9.uNE 2DI5 x, '2 E n2 2 n2 UT/ f\�F scale AS NO D '_� drawn 4'E' l'-b 5/0' 6'-5 V4' 5'-4 5/0' b'4 I/4• 7'-15/4' rev. by 5d rev. 14'-0' n FIR 5 T FLOOR PLAN LIVIN6 AREA.1449 SF -2 A N O SCALE. 1/4' = 1-O" M E ISSUED FOR PERMIT snf 5 of I i 22'-0' 14'-0' E o U U In E RAL FLAN NOTES W-II V2' B-I 8-II I!2 IO'-3 I/4' b'-1 V4' 3'-1 VY b'9 1/4' 112 9H' Iq a) E%T.FLAUS TO BE MIS•W' �(L,ILEY. NOTED OTIERKISE) U N INT.WALLS TO W 2MS s V AsLESS NOTED OTHEPASE)LS WITH POLKEi DOORS TO2%65 rTTPILAUOYL+1 FRENLN DOORS TO BE FELLALHITELT SERFS'(REFER TOATIONS FOR MAIN PATTERt514 (6 ER TO ELEVATIONS FOR WINDOW IEIOWS ADM aVFLOOR ;WOR DOORS/LASED OPmATIONS NOr DIMENSIOIED LCI:ATED 35TW5(41/2')LLOSEST 1WLL A5 SHOWVLENa3iED IN SPALE '4 r y D m ++ 0 -b co 0 ----------- --------- Jr--------- ; o � s • ----fir---------------------- ------------ 4 4'3 V2' 3'•b' l'-0' IS'A 12' S Id' g•_y J _ LU5TOM TILE Q i 'f4i EDGE OF SLOPED/ Ix 1 S1YTi'ER m 4A71C, ftAT OEILINSMATCH N.OPE'O6"L -B nBEDROOM 2T-13/4•l 5'-T514, 9'-bB U2 I'-b• 2'4 4'-4 ' r w 4p A PA A-'1 BATR. ----- ----------• ----------------- BATH 9 uNBL >o la° FLUE FROM 6A5 ` ' P (/� U FIRE•PiACE BELOW ,�:i i.' (M1NNN5•S14 4 `ye^L�/) Aw A "'" %b-BL_O. D - LOFFIGE 2 q 7 ry + FLAT EI SLOPED/ 4.5 9/4 .' UPPER -- ------FLAT cElurw- ---- ------- MUNTINs:b/61 • o °sue /C I HALL L _� > FLAT LOF SSLOPED/ A. 10 T 1 MASTER BATH 2 m BECROOM E06E OF SLOPED) + ay Fie t $ FLAT LEILINS _ V v �LNDRY. __ _ ___ - LINE OF SLLFED/ Aft l 11,4 m FLAT LEILINS D. W. ® _=s •:$J"E_ ,�' � 'n`• �3 SHDWER°1 n c$aU�of•`w o��o - N Q� 41 f4 CD C: coNJ cu L U a + W L- 4g O y OF Q 0.N o J a) c� 80E:J€AK N't� ST UCTURAL y c O No.31829 job no.: 1442 date R.vNE 2015 f 4%f �§ scaleIOLA AS NOTEv drawn: ,1L W S E G O N D F L O O R P L A N LIVIN,S AREA-1.2q 5F B'-0' 4•-b' Y-T S' 6' b''A 1/4' 1'-25/4' rev. rev. SCALE: 1/4' • I'-O" Ib'-0' 22'-0' M•-0' ri A-3 m ISSUED FOR PERMIT rsht 4 of I-t D U O A-6 '6 U Iri m a� E o � w N Tn (O P L U U B % A-1 a) A-6 r O 2 C L ND .• YI Cu Y x m x Ax Yo A A% E A-6 G % BRACKUA�X A•% O Y A-b I I F 1 IS � � : - U wsTOR4 RauMD Ta ruMDaw AT BATH 2 A•x • TTIQ CUSTOM WNDOW o Em�SEE DETAIL �,Aj C P.T RED CEDAR COPPER 6UTIERS U V J — 5 WAZS M I DGYtEFCUTS _•ip bPA�ORPA fSiUB AS FTLGR 2. 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K5041 O/ DETAIL AT FRONT PORCH � �C KLEERWCROM N X CAP ON I%RAKE ^ SCALE: I/2"'I'-0' 0 ,y ON ix BL=IN6 J IX PVC FASCIA cu U Rq�1D FLASNIN6 BB.OWBBIIND CEDAR SHANSLES _0,V/ N G PAPER GUTTER / 5NI96LE LINE , KJ AV/1 VA N / TONE PAVERS I I AV N �N / (ICE AND OVERLAP T�5YF11IELDSTOFE j i L.L I i i �aVJ FL OM ,AT//,, VENEER RISERS LL 5 _ as FLOOR ' 3 G_ N Ix SOFFIT W cow P NOEPvw-A-VW' VENT BT m F$ MORTAR BED I •�F{ OF Y/JR-A-VENT• y I �(.�% KIL 6' [ A _rV FLARED T L ixE�K304 WWNS s ,-- - - BASE� � ROSERT L. �� q O YHRE CEDAR 5NIN&LES ' , , ' ` ' 8' LdCDJIAK P.T.6X6 POST III0, � SMITHSFDD1M1 v STRUCTURAL 1443 RAISE Le4a OF SRADE AT J/ FROVOE W OF COMPACTED STONE, p I �(�• e : q xNE]OIs = V 4A MNMLHED LONG.SLAB ON VAPOR I EAVE/RAKE DETAIL AT BEDROOM 2 BARRML 6XbIAXIA6AZE1WXLF. m e Q� GIIS ANC j( SET IN CENTER OF ELAS.5WE5TONE SOaJe A9 NOTED SCALE: 1/2'-I'-O' O PAVERS AT PORCH FLOOR PITCH I a FLOOR I/B'PER IT AMAY FROM '{.-' 4 `+ M9 TIE SL•TO OL. F1JSE {`F drawn: ,LW TO TIE SLAB TO FOUND.INLL ' I/21 51/3' 1/2• i/O'CDX PLYWOOD rev. ON LONL.YLNC SHEATHINS FOOTIN&CONC. � 6 In• rev. 8 O DETAIL AT PORCH 5LAB CONNECTION O COLUMN FRAMING DETAIL AT PORCH A—8 ,y SCALE: I/2'=I'-O' SCALP:I I/3"=I'-O" F ISSUED FOR PERMIT 5nt a of 11 � � U � m � °IY.LRE 2XIO U.ED9WM TO END v m n V SC MM..16'OG.T4 fn SECURE LEDGER TO SOLID FRAWN6 I a; i 16 Of.STTAA�Tt9 LEAD COATED COPPER. T M L V SHROUD TO CONCEAL FLUE CAP5 — ` AL.SHINGLES I � � 12 / o c L METAL TOP CAP 11D I gg 2XIO ROOF RAFTERS 0 UY LOX PLYYIOOD Gl 'ANf,OUE RED' •CULTURED BIRIW 3 m or ON'BLOOR S m I SECURE 2XIO RAFTER TO 2X0 NE lC6-4052) — E EDED SOFFIT JOIST YU4 TII-gRLpG BRICK VENOM I 17 p b 5CREY6.16.OL.TRB I 3 o +r I p BUILD OUT CONCRETE I p LL BOARD 112'THICKNE"S" AP HEAD OMAN& 2 1/2N CROYN TO I!Y CDX PLYYVOOD KLEER K-50 U( • Q • CREATE CORBELLED APPEARANCE q c WoRrAx ICKNE ar I%6 EDGE T CTR MADBOARD METAL FLUE BEYOND I YV CONT.I'"Ve Mr-VENT I J BY%OK-A-VENT• FLARED 5HINGLE DETAIL AT OFFICE 15&AU6E&ALVANIZED O 91M12 ED BRFLKET YROVEN WIRE LATH SCALE:I I/2' I'-O" (S ln'/RIDE ROLSfU p < a � Qaa I i Frl 0 U SECURE 2X8 LEDGER To no OF FIT JOIST W TUSERLOK seFFYG•16'OL,TTB 2X8 SOFFIT n ICE AND WATER BARRIER ON I/2'CDX PLYWOOD YIC.SH1NSIM SECURE LW6EI¢TO SOLO FRAMINS 61 O M. TRB r I L (W I/4•COX PLYYVM 1/2'COX PLYW00P YIL.5NINOLE5 FLARED- ON 2X FRAME! OJT ON NEEDED AS YIL.5HINGLE SIDING J/ L1 � 4 I STONE VBEER O OVERHANG DETAIL AT GARAGE I SCALE:I I/2" I'-O' I STEEL LINTEL I O In' � MAX II� G2•NA APIR`U"C'KET'STYLE III 2II O I �e i0 p re F o Ix CASKS 4. 4' HBR DETAIL AT WOOD FRAMED GHI YS 1a-Z'' u. o.: IX" Aa SCALE:I I/2' I'-O" G "eo I I -- I O FLARED 514INGLE DETAIL AT OFFICE m 2 6 m N WA' a) C C N Cu � IX ON 2%4 Cu 1 U cHANFERED SIRRML I i J Cu YIL.SHINSLE5 ; ; �N L1/4;1 i 1966YYRAP ASE W 1 I 90'� �ii I�I Cu OUT ON BLOCKUIG AS 1 ' ' Y N W A• NEEDED Lp O W 2' 1' 0 UOAXIO SKIRT (n 2x CAP ) E KLEER K-5015 BED MLU.0I146 .. Y I cc J N STONE VENEER ON I N CONCRETE&RAVE BEAM 5 O P.T.2XID PECK, (�)` JOISTS 61 6 aye .�y7 job no.: 1aa2 BOTTOM COURSE TO BE Fium I 1 h X l�vIM) "• HO ERT L. �C 7 J{ date s xNE 2o1s YV MORTAR ASOE 6R 6ODJIAK YgR HOLES ABOVE GRADE _ •_ i i '{r'� /t^��5[� i .a scale AS NOTED EVERT 6'-0' [———T ' IXB WRAP 0 BASE U S 1 RUC 1 V CV{ V' g ;tom drawn: -yy.N 4'THICK CONT.CONC.6RADE ' � Kii64 eEnn TO S�PORr STONE fl. - rev. fe VENEER.DRILL N REBAR 4'INTO 6• 4• PLAN DETAIL AT CURVED WALL WITH INSET WINDOW CONC.WALL•12'OZ.AMP SWORE YU EPDXY GROUT 1 SCALE:I I/2'=I:_O •Jw'+ �� � rev. U J A• 8 FLARE DETAIL 5HIN6LE LINE (TYP) DETAIL AT DECK r A-9 SCALE:I I/.-=1'-O. O m ISSUED FOR PERMIT snt to Of I? 3.CONNECTORS 5HOWN ARE AS 10.ALL PLYWOOD SHALL BE APA M 0 GENERAL FOUNDATIONS MASONRY MANUFACTURED BY SIMPSON PERFORMANCE RATED PANELS CONFORMING 5TRON6-TIE CO. INC.SUBSTITUTIONS TO THE FOLLOWING MINUMUM REQUIREMENTS: e .o I.STRUCTURAL DRAWINGS ARE 1.THE ALLOWABLE PRESUMED 501L I.MA50NRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING TO BE USED WITH THE ENTIRE BEARING GAPGITY 15 3000 P5F, CONFORM TO THE REQUIREMENT5 BY THE ENGINEER. INSTALLATION A.FLOOR-5TURD-I-FLOOR T46,EXPOSURE 1, '�/' SET OF DRAWINGS. YqHICH 15 TO BE BEFORE CONSTRUCTION. STRUCTURES IN THE FIELD OF STRUCTURESATION5 FOR MA50NRY(AGI 530.1 A5GE 6 SS). I ALL CONNE(TOR5 SHALL BE STRICT ACCORDANCE WITH HE 3/4",SPAN RATING 6`. 5TRENGTH OF MA50NRY F'M=1500 P51. THE MANUFAGTURER'5 INSTRUCTIONS B.WALL 5HEATHING-EXP05URE 1, 1/2", o 2.ALL SAFETY REGULATIONS 4 MUST EMPLOY ALL REQUIRED SPAN RATING 16". ARE TO BE STRICTLY FOLLOWED. 2.FOOTIN65 SHALL BE CARRIED 2.VERTICAL REINFORCIN6 OF MASONRY FASTENERS. C.ROOF 5HEATHIN6-EXPOSURE 1,5/5", METHODS OF CONSTRUCTION 4 TO LOWER ELEVATION THAN 5HOWN WALLS SHALL BE A5 INDICATED ON SPAN RATING 16". ERECTION OF STRUCTURAL MATERIALS ON THE DRAWING5 IF REQUIRED TO THE DRAWINGS. ALL GORES OF 4.ALL CONNECTORS SHALL BE IS THE CONTRACTORSRESPONSIBILITY. REACH PROPER BEARING GAPGITY. MASONRY UNITS SHALL BE FILLED HOT DIP GALVANIZED. y o WITH GROUT. REINFORGIN6 BAR o E 3.THE CONTRACTOR 15 RESPON51BLE 3.WALL5 ACTING A5 RETAINING WALL5 LAPS SHALL BE 2'-b" MIN. DESIGN CRITERIA FOR DISSEMINATION OF ALL SHALL NOT BE BACKFILLED WITHOUT 5, INSTALL ALL CONNECTOR FA5TENER5 REVI510N5 4 REQUIREMENTS TO BRACING UNTIL ALL SUPPORTING SOIL 3.HORIZONTAL JOINT REINFORCING BEFORE LOADING THE JOINT. I.APPLICABLE$UILDING CODE THE SUBCONTRACTORS. 4 SLABS ARE IN PLACE 4 AT FOR MASONRY SHALL BE EQUAL MASSACHUSETTS STH EDITION ADEQUATE STRENGTH. TO OUR-0-WALL TRU55 MANUFACTERED b.SPLIT WOOD 15 NOT ACCEPTABLE 4.REA50NABLE CARE HAS BEEN WITH WIRE CONFORMING TO A5TM A 82 FOR ANY CONNECTION. W rn TAKEN IN THE PREPARATION OF 4.COMPACT ALL FILL UNDER FOOTINGS 4 COATED FOR CORROSION PROTECTION 2.DESIGN WIND SPEED: 110 MPH V) - ALL DRAWIN65 AND SPECIFICATIONS. 4 SLABS TO THE SPECIFIED DENSITY IN ACCORDANCE WITH A5TM A 153, EXPOSURE G,I=1.0,G= +/-O.IS V w (D HOWEVER THE ENGINEER DOES NOT 4 VERIFY. CLA55 B-2. ALL WIRE SHALL BE 1.ALL EXPOSED FRAMING MEMBERS H 6UARANTEE AGAINST HUMAN ERROR 9 GA6E MINIMUM. PROVIDE MINIMUM SHALL BE TREATED PER AWPA _ 4 FOR THAT REASON IT 15 IMPERATIVE LAP OF b" 4 USE PREFABRIATED T'5 G2/G9 GGA 0.25 4 MEMBERS IN STRUCTURAL DESIGN CRITERIA THAT THE CONTRACTOR SHALL GHEGK OR CORNER SECTIONS AT ALL CONTACT WITH SOIL SHALL BE cu 1 ALL DIMEN51ON5 4 DETAILS 4 MUST WALL INTERSECTIONS. TREATED PER AWPA C23/C24 VERIFY ALL GONDIVON5,DIMENSIONS, STRUCTURAL STEEL GGA 0.60.JOB SITE FABRICATIONS -FIRST FLOOR 40 PSF LL MM V 4 ELEVATIONS AT THE SITE.ALL GUTS 4 BORES SHALL BE TREATED IN 15 P5F OL W (D DISCREPANCIES SHALL BE BROUGHT 1.DESIGN,FABRICATION 4 ERECTION 4.CONCRETE MA50NRY UNITS SHALL ACCORDANCE WITH AWPA 5TD,M4. TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH CONFORM TO A5TM G 90. - SECOND FLOOR 30 P5F L V s THE AI5C SPECIFICATION FOR 15 8.ALL MANUFACTURED LVL WOOD FRAMING a 2OL STRUCTURAL STEEL FOR BUILDIN65, 5.CONCRETE BRICK SHALL CONFORM MEMBERS SHALL HAVE E FOLLOWING 10 A77I6/5TO. 20 P5F LL 5.THE CONTRACTOR SHALL SUBMIT LATEST EDITION. TH TO A5TM G55. PHYSICAL PROPERTIES THE A MINIMUM: 10 P5F DL ca COMPLETE SHOP DRAWINGS FOR ALL CONCRETE REINFORCING,ALL - ROOF 651-30 P5F 5L 5TRUGTURAL STEEL, 4 BOTH 2.STRUCTURAL SHAPES SHALL CONFORM E=1.9XIObFSI.,F13=2800,FV=240. 15 PSF OL CALCULATIONS 4 SHOP DRAWINGS TO THE FOLLOWING: b.GROUT SHALL CONFORM TO THE !D*01F-] FOR ALL MANUFAGTURERED LUMBER REQUIREMENTS OF A5TM G 146 4 -EXT.WALL5/5TOR. 15 PLF OL L PRODUCTS 4 THEIR CONNECTORS A.WIDE FLANGE MEMBERS A5TM SHALL HAVE A COMPRESSIVE 9.ALL FLOOR JOISTS SHALL BE AS FOR REVIEW PRIOR TO FABRICATION. A992 GRADE 50. 5TREN6TH OF 5000 P51. MANUFAGTURERED BY B015E CASCADE - INT.WALL5/STOR. 50 PLF OL 4 AS SIZED ON THE DRAWIN65. ALL -DEGK5/PORGHE5 40 P5F B.CHANNELS 4 ANGLES A5TM A36. FASTENING,BEARING,BRACING 4 10 P5F 1.VERTICAL 4 BOND BEAM STIFFENING SHALL BE IN STRICT A(60ROANCE LL G.H55 ROUND 4 RECTANGULAR TUBES REINFORCEMENT SHALL CONFORM WITH THE MANUFACTURER'S REQUIREMENTS. zy CONCRETE TO A5TM A 500,GRADE B FY=4b K51. TO THE REQUIREMENTS OF A57M A6I5. L3 1.ALL CONCRETE WORK AND MATERIALS _ 3 SHALL COMPLY WITH THE SPECIFICATIONS 3.ALL GALVANIZING SHALL CONFORM 8.MORTAR SHALL CONFORM TO THE GENERAL NAILINS 5 OULE-110 MPH aL s r a 5 REQUIREMENTS OF A5TM G 210 WA gER OF NUMBER OF FOR STRUCTURAL CONCRETE FOR$UILDIN65 TO A5TM A 125. JOINT DESCRIPTION GAMMON NAILS Box NAILS "AIL SPACINS z0 (AGI 301-89). AND SHALL BE TYPE M OR 5. ROOF FRAMING 4.BOLTED CONNECTIONS SHALL BE WITH BLOCKING TO RAFTER(TOE-NAILED) 2_av 2-IOD EACH END _ 2.ALL CONCRETE SHALL HAVE A 28-DAY HIGH 5TREN6TH BOLT5 IN ACCORDANCE 9.QUALITY ASSURANCE TESTING 4 RIM BOARD TO RAFTER(ENO-NAILED) 2-IbD S 16D EACH END COMPRESSIVE STRENGTH OF 3000 P51, WITH THE SPECIFICATION FOR INSPECTION SHALL BE PERFORMED MALL �- WITH MAXIMUM I INCH AGGREGATE 4 STRUCTURAL JOINTS U51NG A5TM A 525 IN ACCORDANCE WITH THE ? REQUIREMENTS OF AGI 53C.I/A5GE 6/88. TOP PLATES AT M RSECTION5(FACE-NAILED) 416D 5 IbD AT JOINTS z G C MAXIMUM AIR ENTRAINMENT FOR OR A 490 BOLTS. 5TUD TO STUD(FAGS-NAILED) Z)2-IbD 2-16D 24.OD. EXTERIOR CONCRETE EXPOSED TO � MOISTURE. HEADER TO HEADER(FAGS-NAILED) 160 IbD IW OZ.ALONG WOES 5.ANCHOR BOLTS SHALL BE A5TM A 301. FLOOR FRAMING N 3.ALL REINFORCING STEEL SHALL BE FRAMING LUMBER 4 CONNECTORS JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4017 4-I00 PER JOIST ;5 = DEFORMED BARS OF NEW BILLET STEEL 6.WELD5 SHALL BE MADE BY OPERATORS BLOCKING TO JOIST(TOE-NAILED) 2-6D 2-I00 EACH END 0 4y�/ CONFORMING TO A5TM A bI5 GRADE 60. CERTIFIED BY THE STANDARD I.ALL FRAMING LUMBER SHALL BE BLOGKINbTOSILLOR TOP PLATE(TOE-NAILED) 5-160 4-160 EACH BLOCK Q) O QUALIFICATION PROCEDURE OF THE KILN DRIED 19%MAXIMUM MOISTURE LED6ER STRIP TO BEAM OR61RDER(FACE-NAILED) S-16D 4-16D EACH JOIST m YJ JL Z CONTENT. LUMBER SHALL MEET L-� U AMERIGAN WELDING SOCIETY. �•- A` 4.CONCRETE COVER OF REINFORCING BARS AS A MINIMUM THE FOLLOWING JOIST ON LEDGER TO BEAM TOE-NAILED) 5aD 5-IOD PER JOIST 6 U W m L DE5I6N VALUES FOR SPRUCE-PINE-FIR: BAND JOIST TO JOIST(END-NAILED) 3 IbD 416D PER JOIST SHALL BE A5 FOLLOWS: ots N N 1. WELDI N6 SHALL BE IN ACCORDANCE BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I6D }IbD PER FOOT (D CU U A.3"AT CONCRETE PLACED DIRECTLY WITH THE AW5 DI.I CODE FOR WELDING A.2X 5TUD5 CONSTRUCTION GRADE ROOF SHEATHING AGAINST EARTH. IN BUILDIN6 CONSTRUCTION. FB=600,FV=65,FG=150 w00D 57RUGTVRAL PAWLS O s B.2X JOISTS/RAFTERS NO. I GRADE -RAFTERS OR TRUSSES SPACED UP TO I6"O.C. 6D IOD b'ED6E/6'FIELD _ B.2" AT ALL OTHER LOCATIONS. � v� �•--_ � 8.CONNECTIONS NOT DETAILED SHALL FB=I I50,FV=10 RAFTERS OR TRUSSES SPACED OVER 16"O.O. BD IOD 4•EDGE/4'FIELD L BE !A`,�t1 �r a� (u N a� 5.NO HORIZONTAL CONSTRUCTION JOINTS ON THE IDRAWIN65 OR FOR LDOAD�WN GABLE ENDWALL RAKE OR RAKE TRU55 wD GABLE OVERHANG BD oD b'EDGE/6'FIELD `� +: N J G.POST NO. I GRADE FB=800, Yr ARE ALLOWED,UNLE55 SPECIFICALLY GIVEN IN THE STANDARD LOAD FV=65,FG=615 �• GABLE ENDWALL RAKE OR RAKE TRU55 IN STRUGNRAL OVrLOOKERS BD IOD b'EDGE/6'FIELD `aa VJ 4� c �� a) N SHOWN ON THE PRAININ65 OR ALLOWED TABLES OF A15G FOR THE SPAN, &ASLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCK5 aD OD WEDGE/4'FIEL ca. ROBERT L. Q IN WRITING BY THE ENGINEER. SECTION 4 STRENGTH SPECIFIED. 2.ALL FASTENING OF FRAMING, 6EILIN&SIEATHING c EOD S P,!( PLATES,SILLS,5HEATHIN6 4 GYPSUM WALLBOARD SD COOLERS I-EDGE/10'FIE t3 �{�p(� g�n STfOF�i1 13L 1 O.: I442 WALLS£ATNIN6 6 A 9 . REINFORCING EMBEDMENT 9.ELEVATIONS NOTED AS "TOP OF STEEL' '�18 � 9 JUNE 2015 BAR LENGTH H STANDARD OTHER WOOD MEMBERS SHALL 1SI® BE N ACCORDANCE WITH THE WOOD STRUCTURAL PANELS REFER TO THE TOP FLANGE OF ROLLED .a I2' 12• SECTIONS. DETAILS SHOWN 4 MINIMUM 57UDS SPACED UP TO 24'O.C. aD DO b"EDGE/12'FIELD �� 6yf� ,; SCBIS AS NOTED g Ib' 12. REQUIREMENTS OF THE 11 MA55AGHU5ETT5 STATE BUILDING 1n•AND 2S/52"FIBERBOARD PANELS aD 5'EDGE/b•FIELD /(^,Vm l�..=` draWN: j A 20" Ib'•6 CODE 8TH EDITION. -IR•GYPJM wALLmARD SD COOLERS - T'EDGE/10"FIELD rev. R'U 24' 19' FLOOR SHEATHING WOOD 5TRUGTURAL PANELS V/ rev. S -1'OR LE`A al, IOD 6•EDGE/e.FIELD O -GREATER THAN I' S- 1 IOD IbD b'£DbE/b' ri M O h g ISSUED FOR PERMIT snt 11 of I? FOOD GQLMS-ALL VEA5A-LAM STRUCTURAL NOTES. c S O o !, AT DOUBLE ALL HINDOH 1 EXTERIOR DOOR d Vj AM GAP EGL4 CCQi450525 HEADERS TO BE 2X95 VV L2* BASE TO BEAM=ECCO,U48.4517525 PLYH000 LNL.ESS NOTED OBERXU5E 'U BASE TO FOR-AM" - p CO -FLOOR JOISTS TO BE BOISE CASCADE o N U NOTE:ALL INSTALLATION I CONSTRUCTION II T/6•Ab205•16 OC. OF FOOD DECK TO BE COMPLETED IN AT TRIPLE MEMBERS EV 144.05B RIM Y115T At L TA ACCORDANCE WITH AYOAR6 RMF`GRIPTIVE AX6 CAP I C43,C406-450525 U In N RESIDEMIAL DECK COW IRL�71OH GUIDE. BASE TO BEAM-ECCO,CO26-450525 &X65 aneRH15E NOTED) �a N co }l BAD TO F(RI a�� -ALL POSTS•ENDS OF BEAMS TO Be PT.2XI0 BEAM P.T.2XI0 CAM — P.T.2XI (5)2M POSTS IN 2M HALLS `" U —yF -ALL HODJJ-HOOD JOINTS SHALL HAVE (5)2X6 POSTS IN 2X6 TIALLS o m METAL CONNECTORS (UtLEEfi Of1ERHi5E NOTED) m IJ -ALL STEEL Cq.I114Yr'�E Al,SIMILAR -ALL F05TS FOR LVL BEAMS TO BE VERSA-LAM COLS.BY BOISE CASCADE « d t6 M155M STRAP-6 ALL VALLEYS TO -A-I-HALLS MTN POCKET DOOR$ BLR.Vgp POSTS TO BE FRAMED AS 2X6 FALL P.i.2G0 BEAM � O I -BLOCK UNDER ALL WALLS OR vm`i c ML FLR JOISTS UNDER ALL HALLS °• METE APPLICABLE E BLOCK ALL BEARIN6 HALLS ABOVE p ++ D i I 4'-0 AT MID-IE16Hr Lai -- -6 I -PROVIDE HAWSERS AT ALL RUSH o E i FRAMED COMEGTIONS t AT ALL <p U 10 POST CAPS 4 BASES (U P t,- GANTIlEVER 6 ti-HOOD POST ODRI JOISTS (5EB HOOD POST UP AND DOM H004 I DECK TENSON TE ,^ (SEE vErAW X-YIOOD POST UP (All LA —— — i 9/•J(n i/D• — LOAD BEARING HALLS ET � curt r II' J MmIM F F�1 A-, 1�BEARING pLALL$ABOVE - j (SPAON CE.O15LET TS SNEEDED ' Ea FOR PWIBIN,CLEARAW E) LI F~ V w 114 U 0 a) el •° le �° �i V � �. Pr 0*01= .b a ib — —_ Irk FU 16 TEEL M 165TEEL- 1 / . ROTE:ALL INSTALLATION 1 COWa1RUG710N '`, ,' � , OF 51EF1 DECKINS TO i : PCCOftDANOE WTH STEEL DECK INSTnNE ' 'MAWAL OF CONSTRWTION �I el IE mu4 <z \ A VA JNOW - i DC .—A NEW U N a c !Z N o /\ � �-c U- U) ROBERT BUD job no.: FIRST FLOOR FRAMING FLAN 4 �i 1442 a7T�jRlil✓T IUR�Rr�tL per date a amE Dols 5 C A L E: 1/4" = 1'-O' •iF No.31829 � SCale AS NOTED drawn: .a_PI rev. -� rev. ri S-2 Ln ISSUED FOR PERMIT 5nt 12 of 1-1 z MOOD COL016-ALL VISA-LAM STRUCTURAL NOTES, o U O AT DOUBLE M9 5 -ALL MINDOM 4 EXTERIOR DOOR LL Q O O N 4M GAP ECCO, 5 WAVERS TO BE 0)2X65 YU 1/2- N N BASE TO BEAM.E=,CCg TO FDN=AEU4 WfB-45=5 PLYAOOD UNLESS NOTED OIIERMSE ,� V Bo •FLOOR JOISTS TO BE 0015E CASCADE o N V AT TRIPLE MB'BHiS II VV Ab•205 a 16'04. u� m O 4X6 CAP ECGO,CCO6.450525 W I V4'OSB ODERIM JOIST N m V U) BASE TO BEAM.W GGOb-450525 d) U) BASE TO PON•ABIM6 --' -ALL ROSTS.ENDS OF BEAMS TO BE `� L L (012X1 P0515 IN 2X4 MALLS 2 C.) -ALL APOP-MOOD JOINTS SKALL HAVE (5,3X6 P05TS IN 2X6 MALLS v N PETAL COMCZTOR$ M1M.`E5 OT BIASE RUB)) m o L ALL 57M COLLMNS5EE AI,SIMILAR -ALL POSTS FOR LVL BEAMS TO BE = L) VERSA-LAM COLS.BY DOW CASCADE M 4p cc -MT"104 STRAPS a ALL VALLEYS TO -ALL MALLS MTH POCKET PCOR> BUILD-LP POSTS TO BE FRAMED AS 2X6 MALL m •BLOCK UNDER ALL MALLS OR VOL FM JOISTS Met ALL MALLS y MERE APPLICABLE E BLOCK ALL BEARINS MALLS ABOVE p �+ D T-0AT M04CIGHT L — m +_ -(' -PROVIDE HANGERS AT ALL FLUWALL p CJNRLEV� t PRATED POI BASES r AT ALL �p p .rnSTs POST CAPS�� tI-X/00D P057 Dom H554'X 4'X V4' HPU4 POST Dorm HCV4 It-MOOD POST LP A DOM" C _————— _——- X-MOOD POST U' I B/k X II 9LL Er 7L7 �.y i1 LOAD BEARING MALLS U I I LUR W BEARIN6MALLSABOVE FQ70 TOILET LOCATION i -- (SPACE J015TS AS NEEDED cu FOR FLUBIMG CLEARANCEI ' I 1J= _ - AI Qj ejjlj I a� X. Il; == == I I II �y Cu (FLIFiIU' - Ir \ % 'X T' 4• 1/4'PMN �I U4 -O I 4 = zx 1 _ 1 r . a gig=_ �€ ;.. ` + z (9)2%ID BEAM .2X1D BEAM %I SEAM. I� F^G P.T.6X6(IYPIGIJ.) m E + oda) m� 5 i ` m E9TK+A\ 1 to 1 NON 0 `momO OF jo SECOND FLOOR FRAMING PLAN �� n`S� ryp� � job no.: 1442 SCALE I/4 1 O RV®ERT L. � date q JOB 2015 , " '- ' � BUl�Jt,�K ` STRUCTURAL � scale : AS NOTED No.39��;. � drawn: � �[ — rev. L7 -� rev. a S-3 ISSUED FOR PERMIT -,,, 15 of 17 FOOD OL1J6f6-ALL VBi -Lm 5T TLRAL NOTESi V O o AT OQ6 EXTERIOR LE MEMBERS -ALL AlH I EOR POM u'+ N U 4M C ELr.4l O003-150525 IEADM TO M(3)2MS rV 1/2' cn BASE TO BEAM=EGLO,C443-4SM25 PLT P LP LM NOTM OPEMSE m D BASE TO MH-ADA4 -FLOOR JO15T5 TO BE BOI5E CASCADE `O m II T(6•AS-205•Ib'OL. `6.. N O AT TEA NE' W I V4'OW RIM JO15T w L N 4N6 BASE EG BEAP4=MW.4 BASE TO SEAM=ECU{C406-450525 MESS OT18W115E N7TED) fD cc SE BA TO FDN S AHJ96 -ALL POST5•E?M OF BEAMS TO BE c� L L (5)2M POSTS IN 2X4 MU5 U V -ALL MOOD-ROOD JOINTS SMALL NAVE (5)2X6 POSTS IN 20 MILS v a w METAL CON 5CTM (L11E55 O1HMME NOTED) O L ALL 51M COLIMN'S-SSEE AI,SIMILAR -ALL POSTS FOR LVL DO TO EE VE.R BOEE a/rLAM COLS.8Y CASCADE 4Y+ tY t9 -M155OC STRAPS ALL VALLEYS TO -ALL MLLS MTN POCKET OCORS BULD-W POSTS TO BE FRAMED AS 296 FULL G JOISTS BLOCK FM ALL WALLS 4-+ VOL JOISTS UImER ALL WALLS Y1EiiE APRIC/EkE y E -BLOM ALL BEARING r4LL5 ABOVE D q-0 AT MID-HIM"T -_ 2X45.5OMT -(2 -PROVIDE HANGERS AT ALL FLLSH B'LVL_9 — 5) C �t AT ALL F ST BA 57) Ly-Moov PsT DOw MbVG_ M _ c — K-WOOD FO5T M AND DOYNJul _ ` MEPDER X T-YWD FOS W Y - LOAD BEARING,MALLS v rT, V1 ? W • .—. .—. .— .—. BEM N/G MLLS ABOVE i CAM FFT MEp rvRNIN CAM. -O't 5Ef iM0 WALL i __♦ TOILET LGGATION WACE JOISTS AS NEEDED C13 b-0'19N) UM31N6 CLEARANCE) �) 5c0 FOR PL S 5 ' OL �y �; 0 N ,ao p,6 A-i ce:I iP, c I °ia�bp"�cia•���_ MCI � c.� —.—.—.—.—.—._ _-A�-.mil.—.—._. co oa o*m= 3 'X L � ', . I VC�BEAM`. \ xl ;I"�8 agi: it 2XIO CLG.JOISTS li, jln U"= , 44 AA , , Pb ;•' ,, \.\ ��-h �+ ,. •_--�iTf§I4�zli 9- LVC�ftUSKvu C=- ------ ZZy?S •\ `��4A \ {1 2X45 SOFFIT BEAM FRAMED WTNIN WALL S� \ (ABOVE rutmOry hEADMR. LAM.2'-0 4 SET IWO PULL MINJ \+f w W +�+ \ 4 L C N \ N J L cv \ tcc_—0 �U) N a)�W f0 CC0 L 0 /(1) I„L 0.(D ; NON U C E I L I N G F R A M I N G F L A N g ROBERT(yL• �- ; job no.: 1442 ® BO;W/�. Ii\ C.A.1"s`'y'^. date q-uNE 2ols SCALE, I/4" = I'-O' S'r'RUC-T'uRAL C scale AS NOTED NO.378229 ,. drawn r,I�'r ' rev. �� rev. S-4 h h O ISSUED FOR PERMIT rsht 14 Of I-T WOOD LaLum-ALL yH6UA- M �T c�.T O STitfTLiLRAL NOTES: o Oi U AT Daivicl£Mffi!5 u� 0) 4X4 LAPELGO,CGFB- 6RC ALL PIRIST 1E0)2OR Drag N N BASETO FMW M-•ELLO,LG(H-{5W35 FLIP PTO BE N W YVER BAf TO PDN:ALiM4 RYWOOD UWL"b NOW OOERPISE a UO LTj -ALL POSTS.ENDS OF UEMS TO BE N U AT TRFU P21 4MFM (5)3X6 POSTS IN 3Xb X415 � O T US M OT EEAM �GLd6 45D525 G55 0 ERYUSE NO ED) cn ��•��� I' BAE TO FDN.ABW( ca ALL POSTS FOR LVL EEMIS TO Be M L VERSA-LAM LqS.BY B01'E CASCADE U �\ g W -ALL bW JOB1r5 SNALI HAVE N T PETALL OOM CONNFLtORS ALLR O6E5OVER 2/a'LVL TO BE N I B/4'%II l/D•LVL p, L -ALL STEEL GLUM6-S:E Al,SIMLAFt t SAY F LEDSAMM FOR RAFTER W HTSaOL STRAPS.ALL VALLEYS TO EEARINSP�PORT _ BLMLDiA POSTS +' ALL RAFTERS TO BE 7w0 SAP.N0.3 m m �' M1 GR BETIER.16'OL.TYPILAL .6 SPAUNS,UNLE:S OT ETDVSE NOTED N FQ -ALL WALLS PITH POLNET DOOR5 B TO BE FIRMED AS 3X5 WALL p L D - OR D F X NIOPIER ALL MIS uVi OWN BEAM mar -b E we+f APFLwAME —.—. —.—.... A-1 -BLOCK ALL BEARING WALLS ABODE 6 \ S'-0 AT MD-IEI6NT ]I �' RAFiHtS DORWR OVER RAFTERW IJ'm000 POST 0" C WOOD POST IA AND DOYN _____-_ X-WOOD POST UP r ' A l i I V �� A�T '—.—•————— .— —.—.—.— — —— — F LOAD REARMS WALLS 1\- ,••y _,2 3 _ •Ni L. 8 -All-RAPIER" 'OL. • t� O U �._ - U R O O F F L A N NT 1 LVL RAJMA4 'i �y SCALE. I/D' I'-O° aI I — LLBEAMZ.GL6 PORTION OF OVERMANS BBL+FU IN FRONT OF DOFthER TO�&TILT ' AS iRIANWAM 1W155(SEE DETAW � ___ V I / \F ' _ C.)z / '•f 2 IO RAPIERS I - z i 21 Z ��/'S'•N I \3 /i I „Iy 3%D RAFTERS = Zc mi d&3 Vic^ Z. Uz 9\ �Y 3X4 WALL WLT — /' ON BEAM SELOW �\ n •% )3w Ir N i m CCU) ca r PORTIRI OF OVERHANS Be.av •— V ry ' IN FROM OF DORP82 TO BE BUILT t6 AS TRIANSULAR TRAP(SEE MAIL) N IY N M W fd o 0 `- _Q N LL _ N� ) mu) 0 J N OF i�q� a� N N O ROBERT L. ,G ROOF FRAMI N G FLAN g td� t7- job no.: 1442 SCALE, /4" • 1-0- 8����v LSTRUCT�•'p°,F ED y $ date 9 DUNE 2015 No.3182= rd19L scale : AS HO drawn rev. rev. N S-5 O ry ISSUED FOR PERMIT sht 15 of I-t OPTION #1 g 8, C,U to m N (O HEADER SIZE o 0 0 0 0 0 0 cn L= 1'-0" TO 4'-0" (1)L5TA 9 (1)SP4 PERSKIN& (1)A23 (1)A23 (1)H8 TOP/BOTTOM G G OF EACH CRIPPLE STUD E (u ssP L= 4'-1" TO 6-0" (2)L5TA 9 (2)5P4 PER KING (1)A25 (2)A25 NOTE:FOR HEADERS LOCATED N (1)CS 16-(6)SD NAILS EACH END OF STRAP e E (I)SSP PER EACH KING STUD D o + L= 6'-1" TO 8'-0" (2)LSTA 12 (2)SP4 PER KING (SEE NOTE '4') (1)A23 (2)A23 h �? TTACH EACH m RAFTER TO HEADER H (I)55P HEADER(PER PLAN) - L= 8'-I" TO 10'-0" (2)LSTA 15 (2)5PH6 PER KING (1)A23 (2)A23 (1)55P W A A L= 10'-I" TO 16-0" (2)5T2122 (2)511H6 PER KING (1)A23 (2)A23 W '(1)O OPTION #2 U U WINDOW/DODR OPENING Q HEADER SIZE O O O O O O O r a � (1)-GS I6 L L= '-0" TO 4'-0" EACH E 50 I 551.END PER KING (1)A23 (1)A23 (1)H8 TOP/BOTTOM OF EACH CRIPPLE STUD (2)-CS 16 0*0W/(5)8D (I)55P NOTE:FOR HEADERS LOCATED L= 4'-1" TO 6'-0" EACH END PER KING (1)A23 (2)A23 '' (1)CS 16-(6)5P NAILS (2)-CS 16 EACH END OF STRAP rV(6)8D SEE NOTE'3' (1)55P PER EACH KING STUD D L= 6-1" TO 8'-0" EACH END PER KING (SEE NOTE '4') (1)A23 (2)A23 ALfiERf�TE 6.TTAGH EACH (2)-GS I6 W v (5)80 (1)55P z L= 5'-1" TO 0'-0" EACH END PER KING (1)A23 (2)A23 = Z c B B -t (U 551, 831 -, �t L= I0'-1" TO 16-0" (2)ST2122 PER KING (1)A23 (2)A23 j< NOTES: `�= I. HEADERS RS AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. z 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STU125 TO KING STUDS WITH(2)-IbD NAILS PER 6"O.G.(JACK STUD TO SOLE PLATE STRAP NOT B C REQUIRED) 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN 15 ADJACENT TO OPENING. I'•'° 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. N e FRAMING ® WINDOW AND DOOR OPEENINGS 2 U NOT TO e ALE a) C 0 �NJ= cn 5HEARWALL 5GHEDULE 5HEARWALL HOLODOWN SCHEDULE CONNECTION TO CONCRETE FOUNDATION ca U 0)cf) NN c,6 Q) WALL TYPE SCHEDULE: SHEARWALL CONSTRUCTION: FOUNDATION HOLIDDOWN5 4 ANCHOR BOLTS: FOUNDATION SILL PLATE CONNECTION TO CONCRETE: N of W fC a A15/32"PLYWOOD- (EDGES BLOCKED) I.ALL SHEARWALL5 TO HAVE DOUBLE TOP PLATES HDU5-5D52.5 W/55TB24 5/8" DIAMETER ANCHOR BOLT 5/5"DIAMETER ANCHOR BOLTS @ 32"O.G. -c Q N U j SD COMMON OR GALVANIZED BOX NAILS 4 DOUBLE 2X STUDS AT EACH END OF THE WALL. O W/GNW 5/5"COUPLER NUT BETWEEN 55T524 4 5/8" to E -- b"O.G. E06E5 4 12"O.G.FIELD. 2,FACE NAIL DOUBLE TOP PLATES W/ I6D NAILS IV'O.G. THREADED ROD INTO HOLDDOWN. POSITION 55T524 NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5/8" DIA. �W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE A301 STEEL ANCHOR BOLTS W/3"X 3"X 1/4"PLATE WA5HER5 Y 15/32" PLYWOOD-(EDGES BLOCKED) USE(12) - I&D NAILS AT EACH SIDE OF LAP SPLICES IN TOP POUR FOR CORRECT PLACEMENT. W/1"MINIMUM EMBEDMENT INTO CONCRETE. J w 2 SD COMMON OR GALVANIZED BOX NAILS PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0"LONG. a),T W 3"O.G.EDGE5 4 12" O.G.FIELD. O 3.NAILING FOR PERFORATED SHEARWALL5 TO BE CONTINUED HDU5-5D52.5 W/55TB28 1/8"DIAMETER ANCHOR BOLT c� ABOVE AND BELOW ALL OPENINGS IN 5HEARWALL. I/V GNW 1/8"COUPLER NUT BETWEEN 55TB28 4 1/8" OF 15/52" PLYWOOD - (EDG 8E5 BLOCKED) THREADED ROD INTO HOLDDOWN. P051TION 55TB28 job no.: i�2 SD COMMON OR GALVANIZED BOX NAILS 4.ATTACH DOUBLE 2X STUDS 4 BUILT-UP CORNER STUDS AT W/ANGHORMATE TO FORMWORK PRIOR TO CONCRETE @ 2"D.G.EDGE5 4 12"O.G. FIELD. SHEARWALL ENDS W/(2) I60 NAILS @ b"O.G.FOR ATTIC/ POUR FOR GORREGT PLACEMENT. 0� R®BERT �' ate v 2ois FRAMING AT ADJOINING PANEL EDGE5 SECOND FLOOR 5HEARWALL5 AND(2) bD NAILS® 4"O.G. BODJI K rr+ cale As No SHALL BE 3" NOMINAL OR WIDER 4 STAGGERED FOR FIRST FLOOR 5HEARWALL5. HDUI4-5D52.5 W/5BIX50 I"DIAMETER ANCHOR BOLT v $TRl1C:TIrnt11_ fi drawn: — NAILS SHALL BE STAGGERED. 14 W/GNW I"COUPLER NUT BETWEEN SBIX30 4 I" 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT THREADED ROD INTO HOLDDOWN WITH HOLDDOWN No.312 r eV NOTE: FOR PLYWOOD 5HEARWALL TYPES I,2, 4 3 5HEARWALL ENDS. ATTACHED TO bXb POST. P051TION 5BIX30 N rev. L15TED ABOVE,80 COMMON OR GALVANIZED ANGHORMATE TO FORMWORK PRIOR TO GONGRETE NAILS - (0.131 X 2 1/2")GUN NAILS MATCHING THE POUR FOR CORRECT PLACEMENT. a NAIL DIAMETER 4 LENGTH MAY BE USED A5 A + SUBSTITUTE. i 6 c 1 ISSUED FOR PERMIT r shf Ib of 1i ----------------------------------- " BR/,GfD W,VI SEDHLNr O I• I I J (`E I PAGIDINrl) Pa TOP PLATE 5M ABOYE EVERY OPEWNS d I I I 1 a BLa,XNII W COMIN10115 BIOCpN6 NAILED INSIDE ONLY _ TO J01515 AND TOE NAILED Wo m O -_--_____-___ __ ___ Cm TO TOP PLATE YV TM ,� Dl U -----`----------'-_...--- IDD NAIL EVERT A .. .. <D o Q iV I U Cn ca 2940M.TOP PLATE �+ fA51EN SIEATALB 1 BARD Lc�" V U I I I F 3 x DD COI?OK NAILS lx D'bfUO ca I I Z < 2, U2'DTP BOARD PATTERN AS SMOM ANIO D'OL ALL . W I I I FRAMING MEMBERS — ,� i id �1 POW EDSES FASVISMAL TENED IN ALL FRAMNS STIRS Alm SILLS rrTPJ v EDGE INTERMEDIATE g i i l ° �'� D'ROVNIE atacaNrG ISO SDKER NALS NT 2 RC% C 0 R III I I €�`} w AS xEEDED) •D'OL. III t i 2X4 VOL.5ND D' �V a III I` 51NP50NN L5TA215TRM a+ m Q O J I I HEADER TO STIED N PER 3AOK STm INSIDE ONLY) ` o ;a;- a� I m ID® N III z z I i' I I , Y W Mul(212xD 5ND5 MP) LO III B" iV �`I I I d ILT KINS F05T STUD = O ++ 3X4 SLLL PLATE JKK STUD aG U TOP OF CJJ bD.D'aL. II `3� FODUND. I I w CONnNKA5 DLOOKIN&NAILED MIN. F '______JJ-. TO JOISTS AND TOE NAILED _ _ TOP OFFOI.1m;. DOIPN TO TOP PLATE W/TWO ImID HOLDDCYfS(TYPJ ,.----------- I IOD NAIL EVERY D' IA PANEL ►Vr� 5TA66ERED NAIL (DOUBLE NAIL EDGE SPACING DETAIL) PAN81 2XD SILL ON 2X&P.T.SILL W PATTERN DOALE EDGE �AWMM BOLTS M WINS • e , ' PANEL EDGE D�E'TN�UTD � ITS' NOTES: W/S 1O•PLATE WA•AERS �I BOLTS SMALL BE FASTETED IF JOISTS RUN PARALLEL TO STANDARD CONSTRUCTION ca SMEM i WALI-BE FLO'H"�'oRJoOLKsr� ® GARAGE DOOR •`-------------------------------------------------- --------- --� Nore uu ALL PERFORATED MALLS E CONS IDERED ^ r ' FT3tFORATED AR SNFAR WALLS INTERIOR WALLS DO NOT `/ R EWRE XOLD DOPNS NNDJ VERTICAL AND HORIZONTAL NAILING NARROW—WALL BRACING O FOR ALL PLYWOOD WALL SHEATHING TYP. INT. NON—LOAD BEARING WALL HEADER STRAPPING C� _ SCALE: 1/2' • I'-O' SCALE: I/2" I'-O" "r SCALE. I/2' I'-O' a rA U LSTA STRAP® 16"O.G. ROOF SHEATHING (PER G5N) EDGE NAILING r 0*mF-1ROOF 5HEATHING 2X BLOCKING BETWEEN RAFTERS 1 RAFTERS(NOTCH FOR (�)- IOD NAILS EACH END VENTILATION IF REQUIRED. REFER TO ARCHITECTURAL PLANS FOR MORE INFO) UPPER FIA MIJ10JR 2X12 LEDGER RAFTER ATTACHED W/3-16D TO EACH 3 SIMPSON LS70 CLIP i 'I I FTE BE OW +++++++ + + + + LEDGER W/(3) + + + 16DEA. \ II I I I \ I♦ 8z t _ m`( g RAFTER Z` BELOW SEE ALTERNATE ROOF RAFTER PER PLAN. (REFER TO ARCHITECTURAL H2.5A(INSTALL PRIOR TOFOR FER ROOF RAFTER PER PLAN ANDNEAVE DETA•ILING)IMS SHEATHI N&)ALTERNATE:ND rH2A LSTA9::�v 4mm '- z ALTERNATE: ATTACH OPPOSING RAFTERS L570 5>az z° BELOW RIDGE BEAM OR RIDGE BOARD YV 2X4 COLLAR TIE AS SHOWN.RIDGE STRAPS BEAM NOT REQUIRED WHEN U51N(5 A COLLAR TIE. DOUBLE 2X TOP PLATE (IF SHOWN ON PLAN) FRAME—OVER LEDGER DETAIL NOT TO SCALE ) .ay O STRUCTURAL RIDGE BEAM O RAFTER TO TOP PLATE tN TI� y/ a/-N�' NOT TO SCALE NOT TO SCALE (a �+ V/ c to RIMJOIST 0)a) (6 3 0n JOIST HANGER DECK JOISTS (6-0 J V �"� 0 cu STUD SIMPSON H1 CLIP P.T.BEAM 06N U) Q TM1N6 (1 PER JOIST) SIMPSON BCS POST CAP I.L. (13 (a BOTTOM PLATE SIOINS 0 L SIMPSON BS BOLTED TO SIMPSON DOLIED TO 0 (n VEMM MY"110R BOLTS 5/D'ANCHOR DOLTS •-5 P.T.POST U (n E 3 LAS SCREYG vFLK.misr SIMPSON ABU POST BASE Y Cu'^ Z Ii �N OF/� I ANCHOR BOLT � /—J`tom/��, SIM"!ON BOLTED N W rF CO .FIST I I NOLDOPNS BOLTED YV �^ V ' Bro•ANCHOR Bars pyLL��I- T 1�tJy .:4 a 77��ll!!pA VV � 10'OR 12'DIA.SONOTUBE ON U G O i BODJfill S) I `�, r'n 24'DIA.BIGF00T FOOTING .m15T NANSER S RUC{�ISf1!_ ... ��... job no.: 1442 S9'ANCHOR Bars 5/B'PNLHOR LSOLTS 'O u.• dale TO BE SET A MIN. TO SET A MN. �q 0.3 9 82J (� '' A 9.LNE 2015 OF 12'MITH IN FOOTINS OF 12'W11H IN FOOTINS 5A'ANCHOR Ba75 jJ TO BE SET A MN. OF 12'MITH IN FOOTINS �" V4 '. SCale AD NOTED it s BAND JDIST SEE AWC.ORG drawn: jLA ' :: n , , ' I' U )j/r: Thy - 'PRESCRIPTIVE RESIDENTIAL LEDGER t J U - - '� DECK CONSTRUCTION" rev. SILL PLATE rev. NOTE DETAIL APPLIES TO ALL&BADE LEVB.EXT.SHEAR PALLS •••.••:. a0 O DETAIL ® DECK/HOU5E CONNECTION e HOLDOAN DETAIL ® TYPICAL EXT. WALL CORNERMALL IO GARAGE HOLDOWN DETAIL EXT. WALL I PORCH/VtCK DETAIL NOT TO SLALE NOT TOSCALE NOT TO SLALE NOT TO SCALES- L7ED&ER N O ISSUED FOR PERMIT ant 19 Of 1? FLOOD ZONE: ASSESSORS REF.: ` X & 0.2% Chance of Flood Map 165 ' See Plan Parcels 096 _ Based on Map # �- ' ;x• 25001CO563J July 16, 2014 REFERENCES: .. LCC 26700 D .. . CTF 204746 3 Legend: D Wetland Flag LOCATION MAP: ® Catch Basin Scale: 1"=2,000±' El CB/DH - Concrete Bound -O Guy ZONE: -0- Utility Pole RF-1 Deciduous Tree Area (min.) 87,120 SF (RPOD) 0 Frontage (min) 25' Wetland Resource Line Width (min) 125' Setbacks: as Flagged b ENSR + Coniferous Tree Front 30' FEMA Zone Lines 99 Y As Shown on FIRM 03/2006 (SE3-4616) Side 15' # 25001CO563J Rear 15 July 16, 2014 fill Old Cranberry Bog �6� _... - _ From Hyannis - �` DIRECTIONS: .., F Hy Follow Main Street to the o _ ` _ _ - _ --- ` . _y • �,,. _ -�-- .,�_ � "'j0-.� - - �- 6' West End Rotary, and then take Scudder r -_' „�S_ - •••- /; �� ... '� -- ---- � �.,, �, �` �` --- 53' ^ 25'S0 `- Ave.; At the stop sign take a right onto N/F ` - /, r -�. _ _ ___ _- 178. _ __ \ _ Smith Street which merges with Croigville 311 M Realty Trust f ,/ _ - _ ._ .._ _._ _.. _.._ _.._ 124.52' .- -- - - Beach Road; At the stop light take a left o Michael P Adams Tr _. _.._ _._ f„ __ �_~.._ __ _._ _....__ onto Main Street, which turns into South Main; Turn left onto ships Eagle Lane. �. __ _ Project site is # 1. • 37.34 � �� °—r5 Q \\ , 27. - - F ,. _ ro osed tar a ____ ____ --., P - P Yi^' \ , � -•F of � n `� o�G e =" /'� r,/ `for 1 oaf runoff_ - _ _. _._.. - - __ .._ _ ~mot Flood.Zone �� tio� Lot 19 - m - _ � r, °P ; 5,656E F 1.05�-AC -'� /r / r s� --- --__ ____ ---__ ~ . - - ^ -� , _25— / _ , ,r - 1 existing Br. pep#' " ----' — Permit t ,�= 3 - - 0 cn s per-_ r ---25-- cn - - _ Cn , / ... _ N_ ZZI _ 7 ` - - ..- 20' w. _ _ - - - _ _ Proposed sedSe/stone - -.._ - -- _ - —_30_......-_ . - _.... .......... ....... ......... ... .. .. Sy. �_ ....... c Single Fay 35— -. �- � Dwelling 25' .+ _ ! /'R - _-- � 1 _ - Existing ep'tic - - - .- 3...._5 27 °e 0 8 - er npecirn e� 0 ,. be , - 3 35 rickWalk , _.. .- _0 _... _....... `~ x � ..Goroge o _ _ __ _ _ / a :1• R=29.0' , one 6 i' / 8 O Q rt O�ive QJ' X l;' ��°'. R_52..50 , ° 029�' 256 g2 Q� Fo�riv / r B/DH / Deb roh M ch Rom? � Fnd % �� c 1 Tron 0 % .p Store Drive Alp CB/DH ` Fnd CBIDH �h0 Fnd hips Eagle' Ln (40,' Wide Private Way) ' Legend: Light Post Hydrant (E�3 Hose Bib O CB/DH -0 Guy NOTES: PREPARED FOR: PREPARED BY: TITLE: Site Plan -& Utility Pole OHW— Overhead Wires pp CapeSury 25 Elevation Contour 1.) The property line information shown was compiled from � En 'neerin cX Proposed Improvements available record information. The Ships Eagle Lane Nominee Trust Holly Tree Suilivanc©nsultin ,Inc.2.) The topographic information was obtained from an on Patrick J. Melam Tr. $ 23 west Bay Rd, suite c Py Osterville MA 02655 At O the ground survey performed on or between 31/MAR/06 and (5oe)a2s•�a • P.o ongin.Bm 9 • �Perkerllfwnengin.IIe,MA02655 (508) 420-3994 / 420-3995fox seci®sulllvanengin.com • www sullivanengin.com 41 Ships Eagle Lane 02/MAR/15. Some details may be missing due to, heavy www.capesurv.corn • Deciduous Tree snow cover. / , , , Barnstable (Osterville) Mass.3.) The datum used is NAVD '88, a fixed mean sea level 20 0 10 20 40 80Draft: WHK RRL CTR Field: WHK RRL KARW Coniferous Tree datum. Review: RRL/JOD Comp.: WHK/RRL/CTR DATE: SCALE: n 1 + 0Project: Project # McLompy April23, 2�15 =2�