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HomeMy WebLinkAbout0060 WINFIELD LANE � �� 0 "^� I l ey —� Iles. b�� -fie c�tJl�V1C�- -Fel��i r Town of Barnstable A WE y Regulat;�.., J N M.Y100 ABLE Richard V.Scali,Director Building Division' 9: a �i°tEo .�A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town:6arnstatile.ma.us V� Office: 508-862-4038 Fax: 508-790-6230 PERMIT# � v J FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less- Location of shed(address) Village #��dxv'b GIdGt E 144e-s'-- ,A a'S e- u Property owner's narhe Telephone number Size of Shed Ma' Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign-off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND.APPLICATION FEE. PLEASE SEE THE APPROPRIATE.COMMISSION FOR DETAILS. THIS FORM MUST.BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map / Parcel Application # - � Health Division Date Issued Conservation Division ` Application Fee �r�•_�b Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 06 Historic - OKH Preservation / Hyannis Project Street Address Village STL�YLy Owner A a t� l(-n 7-&LOPE' Address Telephone Permit Request He < Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 36,NX-61) Construction Type Lot Size Grandfathered:, ❑ Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family -0, _ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl 0 Walkout 0 Other - Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First.Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 0 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 1y1fip new size _G Qther: y Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use s ic`r �. Proposed Use 4=C APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name AlIeL Geq 67 il/US Telephone Number We LIZP—Id9 7 — Address � �/� ��iy License # ('b5 - 01 :9 6 Home Improvement Contractor# -Lo d�— Email /,;f6�(&4 il C lt( . y1Gf" Worker's Compensation # 9t6 -� ALL CONSTRUCTION DEBRIS SULTING FROM THIS PROJECT WILL BE TAKEN TO SIGN YY DATE l r.. i Mf FOR OFFICIAL USEiONLY r 4 APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' � . OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL x, PLUMBING: ROUGH FINAL GAS: ROUGH• FINAL FINAL BUILDING ; .DATE CLOSED OUT ASSOCIATION PLAN NO. Yf'y�/ Office of Consumer Affairs and Bu®®slness regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 PIome Improvement Contractor Registration Registration: 104804 Type: Private Corporation Expiration: 7/15/2016 Tr# 255509 LAGADINOS BUILDING & DESIGN, I-NC Nicholas Lagadinos 13 Thankful Lane Cotuit, MA 02635 Update Address and return card.Mark reason for change. Address Renewal 0 ]Employment ]Lost Card SCA 1 C: 20M-05/11 U IZB cpoanmcaruue ol.Pi�64ja:chw& L Office of Consumer Affairs&Business Regulation License or registration valid for individul use only j OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: OME IMPROVEMENT 104804ENT Type: Office of Consumer Affairs and Business](Regulation egistxpiration: --7/1:5/20.16: Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 LAGADINOS BUILDING::&DESfGN,:.INC Nicholas Lagadinos 13 Thankful Lane Cotuit, MA 02635 Undersecretary Not vali wi o t ignature The Coalntomvealth of Massachusetts Deparhnent of Inrdrrstrial Accidents Dice of Investigations vo­ 600 Washington Street Boston,MA 02111 fi�n4v.nras&gov/dia Workers' Compensation Insurance.Affidavit:BniderslCanh-actors/E•lectiicianslPlumbers App icant Information ( Please print Legibly Name(Busi ness a(Orgmiiz onmiditi�iduai): L,1�"C ftbl moo > �V A I% J !�F 51614 INC. Andress:_ 13 City/State/Zip: Co TO.11" YIIOf e SS Phone#: N7S_ 7 of 7 Are you an employer?Check the appropriate box:: Type of project(requir-ed): 1.® I am a employer with—ILQ 4. ❑ I am a general contractor and i employees.(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling slip and have no employees These sub-contractors have g_ ❑Demolition working for me in anYcapacity. employees and have wodcers' 9. ❑Building addition [No workers'.comp.insurance comp.insuranml required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp- right of exemption per MGL 12.❑Roof repairs insurance repaired.]I c.152,§1(4),and we have no employees.[No workers' 1 RDther comp.insurance required.]; 'Any applicant that checks box#1 amst aim fill out the section below shoving tbea w ikets'compensation policy infoatomtaon. Romeosar ms who submit this affidmit indicating they are doing all Wreak and then hire outide contractors must submit a new affidavit indicating SUAL TContractors teat 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-contmaots have employees,they must provide their workers'comp.policy number. I ant art employer that is prosiditrg tt�orkers'conrpeitsatiart itrsrarance for my employees. B'etoiv is the policy and job site inforrttafion. /' -r Insurance CompanyName: Go NTi'14 U_A-f L, �MGI AA H,& 1'4U Policy#or Self-ins.Lie.#: Expiration Bate: -- '' Lr/I • Job Site Address: W 1 yl __///a1 L A/ Citylstate/Zip: Attach a copy of the workers'compensation policy declaration page(showing the:policy number and expiration date). Failure to secure coverage as required under section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or ane-year imprisonment,as well as civil penalties in the farm 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 iNamce,coverage verification. Ida hereby iert' a tlt ¢Mains and penalties of perjury that the inforatation protlided a Bove is rs and correct Signature: Bate: oe Phone#: JAL r V?k — Va_z Official use only. Do not write in this area,to be completed by ciby ortotivt official. City or-Town: Permitllacense# Issuing Authority(circle one): 1.Boar-d of Health 2.Building Department 3.Cityfrowrr Clerk 4.Electrical Inspector 55.Plumbing Inspector 6.Other Contact Person: Phone#: Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-012653 Construction Supervisor NICHOLAS A LAGADINOS, 13 THANKFUL LANE M COTUIT MA 02635 r A •w,c�` l Expiration: Commissioner 07/16/2017 AC�® DATE(MMIDDIYYYY) `� CERTIFICATE OF LIABILITY INSURANCE 1/20/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Ashley Clark NAME: y Leonard Insurance Agency, Inc PHONE (508)428-6921 FAX (508)420-5406 A/C No: 663 Main Street ADDRIESS:Ashley@leonardagency.com Suite B INSURE S AFFORDING COVERAGE NAIC# Osterville MA 02655 INSURER A lied UW Captive Risks AUC001 INSURED INSURER B Lagadinos Building 6 Design, Inc. INSURERC: INSURER D: 13 Thankful Lane INSURER E: Cotuit MA 02635 INSURER F: COVERAGES CERTIFICATE NUMBER:wC Master 2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM%DDI EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES Ea occu rents $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO ❑LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DELI I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N� N/A A (Mandatory In NH) 46-880906-01-03 1/2/2016 1/2/2017 E.L.DISEASE-EA EMPLOYEE $ 500,000 If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Builder in Massachusetts. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE D Flett/LEODFI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2014011 • oFt�tow • aAntasrAat.e, MASS Town of Barnstable AjEp�,la Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, AL/L &)-e 1 , as Owner of the subject property hereby authorize M` C!L 1,dz rf -/�Ir16 c to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) D ignature of Owner Date Yld�,rN� 051�1�p Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.0utlook\2PIOIDHR\EXPRESS.doc Revised 040215 Agribalance� - � � 'mo � - Bo Spray Foam Insulation a�s� Q o Company Name Cape Cod Insulation, Inc Phone Number 800-696-6611 Applicator Name Jose Espinol Installation Date 04-27-2015 Jobsite Address Winfield Lane, Osterville �j A-Side Lot #'s ORXF930027 Permit Number B-Side Lot #'s 343442 Walls 5 1/2 " R-24 1,150 sf Attic 9" R-40 840 sf Demilec Blazelok TB Attic 23 mils wet/ 15 mils dry 817-640-4900 • Info@Demilec.com 9 www.DemilecUSA.com CBDEMILEC S as { Ss U��tc� o r T r � 2cH i T�c L'j I I r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map���Parcel Permit# aoo&o o O Health Division Date Issued D� _ Conservation Division Fee nnr. r' Tax Collector Application Fee V Treasurer Planning Dept. r;::�tl OF Fed By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis m�r_ ZZ/o6� Project Street Address (OO _ W i Vl I W1A "E Village I&V VC Owner Address e vYl� ( iG11�1�►�1 �0. 0 Telephone Permit Request � �5-1-�Ul, � DCl D CLCog, Al6.a.6 Square feet: 1 st floor: existing 113 proposed 2nd floor: existing proposed Total new �_ Valuation s Dail , Obl Zoning District Flood Plain Groundwater Overlay Construction Type (.A/eyt7 Lot Size 1 ,0 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑YesVo On Old King's Highway: ❑Yes ❑'No easement Type: ❑Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) C'�) Basement Unfinished Area(sq.ft) f 3 o Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new y� Total Room Count(not including baths): existing new_� First Floor Room Count Heat Type and Fuel: Cl Gas ❑Oil al Electric ❑Other Central Air: ❑Yes t No Fireplaces: Existing / New 0 Existing wood/coal stove: ❑Yes U40 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes mfilo If yes, site plan review# Current Use Si v IC 4 v,,J„4 Proposed Use BUILDER INFORMATION Name Telephone Number - -� � � r Address t License# 4f �'�' (� LEI nV(ll�� M A- 8 oSS Home Improvement Contractor# Worker's Compensation# l,✓C �q-b` 3 / "l 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO MWP1 © SIGNATURE DATE Ad 1 - FOR OFFICIAL USE ONLY PERMIT NO. DOTE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' OWNER ' ' DATE OF INSPECTION: t a FOUNDATION ,FRAMEAf INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL.- y PLUMBING: ROUGH FINAL t. GAS: ROUGH FINAL FINAL BUILDING - , DATE CLOSED OUT cefroui o Co ' 'n ASSOCIATION PLAN NO. } T_ Town of Barnstable Regulatory Services • Thomas F.Geiler,Director gEa ;►`0 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit.no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERNIIT 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. TT,, Estimated Cost 2tDIDD. 0'19 Type of Work: Address of Work: Owner's Name: G�y Date of Application:blo b I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 . []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITHUNREGI,STERED CONTRACTORS FOR APPLICABLE HOME MROVEMENT WORK DO NOT HAVE. ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 9v-eE . 0- Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav The Commonwealth of Massaehusetts Department of fiidtistrialAccidents Office of Investigations' 600 Washington Street Boston,MA 02111' u".mass.gov/dla Workers, Compensation insurance Affidavit: Builders/Contractors/Electricians/Plumabers Auplicant Information Please.Print Legibly Name(Business/Organizalion/Individual): . .Addressjllo• City/State/Zip: �i ` & Phone#• J� ��i i� Are y an employer?Check the-appropriate box:. Type of project'(regnired): 1.UYI am aemployer with _ 4. ❑ I am`a general contractor and I 6. ❑N construction employees(frill•and/or part-time).* have hired the sub-contractors 2.El I am a sole proprietor or pwr aer- listed'on the attached sheet t 7. emodeling s and have no.employees Thesesub-contractors have 8. .❑ Dewolition workers' comp.insurance. 9. Bui'ldin addition working forme in any capacity. ❑ g o workers comp.insurance 5. El we are a corporation and its officers have exercised thei r lU.❑ Electrical repair's or.additions . [No ' . . . .. 3.❑ I am a homeowner dolig all work right df exemption per MGI: 1Y.❑ Plumbing repairs or additions myself-[No workers' comp. c. 152,§1(4),and we have.no 12.❑ Roof.repairs su inrance required.]t' - _ 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: ti ' t Homeowners aho submit this affidavit indicating they are doing all-work and they'hire outside contractors must submit a new affidavit indicating such tContractors that check this bar,must.attached as additional sheet shdwiag the aeme of the sub-cbntrzi tors and their workers'romp.policy information. I am an employer that is providing workers'compensation Insurance for my employees'Below Is the policy and job site. Information. ' Insurance-Company Name: e G a Policy#or Self-ins.Lie.#: (A -13 Expiration Date• - 6. �j �---- Job Site.Address:f� L J /��/�L� L M City/State./Zip: fl Attach a copy of the workers'.compensation policy,declaration page(showing the policy number and ezpiration date). Failure to,secure coverage as required under Section 25A of MGL a 152 caii lead to the imposition of ariinindpena'lties of a fine up to$j,500,00 and/or one-year imprisonment as well as•d4 penalties in the form of a.STOP'W�RK ORDER and a fine of-qp to$250.00 a day against the violator. $e advised that a copy of this statement may be forwarded to-the Office of . Investigatidus of the DIA for insurance coverage verification. I do hereby ce der the pains a en of pe ry that the information provided all ve is true and correct Si store Date:. met: A-0�3 4a'p q I� FOfficial use only. Do not write In this area,to be completedby city or town offie Town: Permit/Llcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#• . Information rand Instrsuctions• to provide workers' compensation for then•employees. Massachusetts.General Laws chapter 152 requires all employerscontract of hire, pursuant to this statute, an employee is defined as"...every person in the service of another under any express or impliod,oral or written." or any two or more ', p�ti�,.,pa�uerslup•assoaation,pcnporation'or other leg entity, .. An employer is defined aS`:n?4 and inhuming the legal representatives of a deceased employer,or the' of the foregoing•engaged in a joist enterprise, to to ees.'Hmucs:t3�e' receiver or trastec ofan individual,partnership,association or other legal entity,employing emp Y owner of a dwelling house having not more than 8irpe apartments and who resides therein,or.the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair woik on such dwoIling house owe g to be an employer. appurtenant thereto shall not because of such.employment be deemed " . or on the grounds or building. MGL chap § also.tWes that`revery state or;local licensing agency shall=withhold:the suaaee.or: tei 152, 25 C(� : in th'e sbmmon�veMili for atiy . renewal of:a license-or perms to operate a business or to conAm-otbutldi#gs . lfcant who has not producied acceptable eviden¢e•of compliance wlth`the insurance coverage required:" app 15: 25C(7)states"Neither Ste eommoi�c►ealth Wr any of its-political subdivisions shall Additionally,MGL chop tel $ nn ��ie of pukilic work until acceptable,'evidence of con�liance with the insurance my contract for the performanc into i em nto s of this chapter have been presented to the contracting authority." Applicants b• checking the boxes that apply to your situation and,if Please fill out the workers' co4c4sation affidavit completely, Y sub-contmCtor(s)name(s), address(es)and phone numbers) along with their certificates)of necessary,supply anie'(LLG)or Limited LiabfiityPartnerships(LLP)withno- es employe other than the insurance Limited Liability mP members or p artaas; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a.policy is required. Bndustrial e advised that this affidavit may be submitted to the Department a affidavit should Accidents for confutation of instt= ec coverage: Also be sure to sign and date the vnot the Department of . be returned to the city or town that the application for the permit or license is being requested, Industrial Accidents. Should You have any questions Fegarding the law or•if you are required to obtain-2 workers' lease call the Department at the number listed below, Self-insured companies shoiild enter their compensationpolky,P . self-insurance license number on the.appropriate line. City or Town Offldals . j tied le 'b The Departmmcnt has provided a space at the bottom Please be sure that the affidavit is complete and printed ip rY' lions to coma you regarding the applicant of the affidavit for You to fill out in the event the Office of Invcstiga licaat Pleasc.be sure to'fill in the permit/license number which will be used as a reference number: Iu addition, as app that must submit multiple p ertit/lmeens a applications iu any given year,need only submit one affidavit indicating current should write"all locations in______(dtY or policy information(ipnecessary)and under"Job Site Address 'the applicant stamped or marked by the city or town may be piovided to flue 10�)"A copy of the•affidavit.that has been officially tampb fined out zach applicant as proofthat•a valid affidavit is on.filo for:future permits•or'lkenseted to an affidavitm venture year.Where a home owner m burn eaves esau person is NOT required to complete this affidavit (it. a dog licence or c. perau ; e Office of Investigations would like to thank you in advance for your CO aperation and should you have any questions, The . please do not hesitate to give us a call. The DepartmcnYs address,telephone and.fax member. The Commonwealth of Massachusetts . . artment oTndustrialAccidents .Office 9,f, Investigations , . a• 60.0'Washingfon ptreet� BoKdn,MA 02111 Tel. #6.17-727-4900 ext 40.6 or•1-.877 MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/ilia i 07/20/2008 13:05 FAX 5084283068 UtXMAN1 1NbLIXANUL teluul .. ._.. lizz - :•u•'gri° •-n. ✓ 1 itf l' .If %I:YY P 4"•^�.� .II i I 1 :.�•!:M:1':rf r I!.. C 1;.r•.,r - -"'� "":,� 4;,,•+, •1- -a:i ' 1: `li I:I;. I: I'•.i ✓ 1„ It t'ifr '1'N I r' f 1" �Iwyll.a'I�DATE(MMIDONY) I� • I I )Ir{� �1: �,1Jr . 1 •I' _Lr.:1.;,Jfr r'd!,'�,''}s "rM' :�`:' 11 'I I ,, .• r T.cl!'n 'I�I I ..L .:h;��� :!•!!x,:r.,r.�-.•e:-arrr.1.:•+_.•.::rns,.S+...ri::G:u�ls7.,.�ci Bi'•J.uG' C 1 I_.<. ::Lw,.,�a.:l'I�IIi L,o I... _.. f.LJ 1.i11Lb•'Lf:-. �M1.,.,Ull.�l'H. PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ,-ONLY AND CONFERS NO RIGHTS,UP.0K. THE CERTIFICATE... mwANrtNSURAiNCE-AGENCY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 900 MAIN STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. OSTE W4LLE MA 02655 ----._...__....__6©M�ANIE.S AFF©F�DfN6.EOVERAGE—__ COMPANY A. INSURANCE COMPANY INSURED COMPANY SCOTT E.CROSBY,BUILDER,.INC. g AIG AMERICAN INTERNATIONAL GROUP 62 CROSBY CIRCLE OSTERVILLE,MA 02655 COMPANY C COMPANY D .,,.• .bl:. `_�-' .:n: 'a:: :.q.a•';:,.b. nqP" - �:c!:t!,1^' .:Cdr 1•r .I' t'F• a`o - '!il.i�'""� •1 :ul ea yea'• . . .. ..,.. r,_:._,_:...r,:•..cl...•!'::�'...•�.:�-r'%..,.::;'.`,�-J+� :,` -- . .......P;ia4:;: ....., ... _rc„ ,�a.nL,w ,41 nd,,tie• ,.L�-s1cPCi° ✓::04 ::I:.-- ,�}, =a! ,n.,1 he 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-REQUIREMEN-T-.'TERktORCONOMON-OFANY-CONTRACTORCtTRER'DOCUME#T"W7.1TMSPMT—TaWRCRIt)�S' CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED B Y 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. Tom...., .....__......_.....----....._-•____....._.. :... _.............-... .. .. .._.... .- .. .. 1::� ...._ ......... LTR TYPE Of INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE(MWDDIYY) DATE(MMIDDIYY) GENERAL LIABILITY GENERAL AGGREGATE S 2,000,00T A 3CU9430 07/05/06 07/05/07 I"'------- ---' "-- X COMMERCIAL GENERAL LIABILITY PRODUCTS•COMP/OP AGG S 0001000.. ----•--......--- CGJ S ?]ItLNMS MADE- . . (OCCUR pERSONAI:b A0V IN JURY G 1'.000,QQO�_ OWNERS 6 CONTRACTOR'S PROT EACH OCCURRENCE S . 1,000,000 FIREOAMAGE�(Anyonefiie).. S.. . ...... .... ..._. .. MED EXP (Any one person) S 1,000 AUTGMOHILEVA6ILITY- COMBINE0 SINGLE LIMIT S ANY AUTO •-A'LL'OWNED AUTOS- BODILY INJURY S SCHEDULED AUTOS (Per person) HIRIE&AtfrOS . . . BODILYtNJVRY g NON-OWNED AUTOS Per*cc Qon1) .__ -._..... -. .. .._. PROPERTY DAMAGE S ::GARAGH-IJAB16lT1L .:AUT.O.ONLY-FAACCIDENT.-..S. ANY AUTO. OTHER THAN AUTO ONLY; ...... ... --.....__._ ._..._. ..... _ . ... .. ....._..._ `.-- —_ EACH.ACCIDENT. ,S,.... . _AGGREGATE S . .EXCESS LIABILITY EACI4 OCCURRENCE. . :E,... UMBRELLA FORM _. ........._._.. ...... _ AGGREGATE a OTHER THAN UMBRELLA FORM I $ WC BTATU• OTI� WORKER'S COMPENSATION AND ?99YLM1LTE__.I_... .__.........__.._.—__...._....,._ B EMPLOYERS'LIABILITv WC 896_31_13 06/22/06 06/22/07 EL EACH ACCIDENT 15 100.000 1 INCL EL DISEASE-POLICY LIMIT 500,000 1 nae PaovRleroly � � PARTNERBIEXECIITNE ... .. .......... .._...._. s_.._.__._... _...-......._... QFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE S 100,000 OTHER i I DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESISPECIAL ITEMS 1'i1: i:l i.I:: .1 '':Yr�•i 1 t.�. :�rN, in: c;c•r.:ae•1 l�. �`IMR. <iF%•.mk. ;�':� :<;::; ,,,: Ib1I Es4T2:WO.LFIE _)G.�I IU .�. ,.1,'- ;h;1,1... .� 1 ,'� .a.. .;n.. �1... I,Ir I. t�„�,.: "T:�:1,B•,i.,�. e::.,._..�J.I.I1,1„r.e..�•9,.,..,Aa••.I a,ldr,:,l.l.a<.,.. ..:..r•3F.::�.�..✓,.,I .L...:;.. 4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCRLLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, FAX#'.50$-428400 BUT FAILURE TO MAIL BUCH NOTICE SHALL IMPOSE NO 09LIOATION OR LIABILITY OFANY I _UPONTHE COMPANY. ITS AGENTS ORREPRESENTATIVES. :ALIT. RESENTAiI ... 1 ?I.9'1 nt''• •i•F,'IP rn � ,.,.� mr.,...Y ,..�;_ T...- T�„;M.;,. .. r.,.,r�......-,.�� � t' `e' ,� � .`y;�,_n,;, L' �°''ti'•v }'4frv7 :,Ik-•4�:;a ..s:,�'n ' 11 J 4: -7 `.- ..F'1_n4.c" �J '1 11:N:wJ!:�eC:_::•LreMi2:4ArillrY'.-:r_Iu.�l;: ::65:1'.' L 'Y�N,�if:Yf:, f30ARD OFAR DINGIREGULATIONS t0d'en a CQNSTRUCTIONaSUPERVISOR Num r 3' 043556 Bi a /1962' 1:3 t5 Tfr'jno: 5008.0 � w F OSG Commissioner { Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratio4 -151882 Board of Building Regulations and Standards One Ashburton Place Rm 1301 Expiration: 7113/2008 Boston,Ma.02108 Type: -Private;Corporation SCOTT E CROSBY-BUfLDER INC SCOTT CROSBY 11?2 MAIN ST UNIT• ..7 __.........-----___.. .. .; OSTERVILLE, MA 02655'{ :� Deputy Administrator Not valid without signatur °PIKE,° Town of Barnstable Regulatory Services Ba MASS Thomas F.Geiler,Director Mass. � 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 Owl 10 as Owner of the subject property hereby authorize 9 # to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Cy ®(P — Signature of Owner Date a 46 Ir Print Name Q:FORMS:O WNERPERMISSION L Rug 22 06 09: 45a (508) 428-3399 p. 2 I �I N � f ' J + I 1 f I a� ix C + � t�. + �-}ram PLA� I + s - I aS1' I"Ui I,t f yw M AL I i t C .J , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o. �j(�5►.c Ma (✓ Parcel =, on 1# - p pp Health Division aN v� Date Issued �� rt Conservation Division 1�. �l=�.- 50�q.• �.�(,.co/4 ��� SW Application Fee > Planning Dept. Permit Fee: Date Definitive Plan-Approved by Planning Board Historic - OKH Preservation / Hyannis ProjectStreet.Address 6i9N1% Village D Si7__V_V Owner Address -r)► i 5 R 'D yZ Telephone Z0 3 - YS""/ . - 79�!�� :'I i'a�f r:J OG bb Permit Request /11a!t1 54Z&YYQ� �t b-f PX(C,TIVic L"?/J1((li�i e Square feet: 1st floor: existing 1 ZI I proposed -- 2nd floor: existing�l�i proposed _Total new Zoning District R-r— I Flood Plain Groundwater Overlay Project Valuation 7/, IIV- !Construction Type Lot Size /. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure / Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing — new Number of Bedrooms: H existing - new Total Room Count (not including baths): existing 4gnew 3 First Floor Room Count Heat Type and Fuel: �i Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes S No Fireplaces: Existing / New Existing wood/coal stove: ❑Yes A 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 U(No If yes; site plan review # Current Use Proposed Use 44 w� ^' O APPLICANT INFORMATION � - (BUILDER OR HOMEOWNER) Name Telephone Number SU— yM yo�� VAciclress 17, 1XJ1 Lti License# (', S - D I M r6 I L' Jm f - Home Improvement Contractor#` /D q W Worker's Compensation # WC S- _1� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE - �7� [ s t FOR OFFICIAL USE ONLY s z APPLICATION# S ";DATE ISSUED ,MNMAPJ PARCEL NO., ADDRESS;_' VILLAGE . `z OWNER r ' DATE OF INSPECTION: f - �.tFOUNDATIONs�� :M FRAME ' INSULATION:�a V! L,01,_.'�, IKI 1,l2.�10 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GASH+ R3 V 'ROUGH x ff f-ii- FINAL t r '-Ait=JN RUBUILDINGi << "�F<=;.r . i (DATE CLOSED;OUT, .� . ASSOCIATION PLAN NO. s The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111, www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): -benl4 Al Z Ne Address: 13 -TN RA1k 1yL UV. City/State/Zip: ('D'N t r iM 6 00 G 3 S Phone#: Sph -qZB- y02 Are you an employer?Check the appropriate box: Type of project(required): 1.(4 1 am a employer with 4. ❑ 1 am a general contractor and 1 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 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. workers' comp.insurance. 9. ❑ Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.]t 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. +Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: �.1�h''Q'1�-� IMIm)1i I Policy#or Self-ins.Lic.#: � Expiration Date: L Z Job Site Address: 60 W t U R f 4 0 City/State/Zip: 04ajq' Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the D1A for insuranc coverage verification. I do l y erh)J under e p is nd penal 'es of perjury that the information provided above is true and correct. Si nature: Date: 7 7( 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#: 4/26/2013 5:21:50 AM PST (GMT-8) FROM: 100005-TO: 15084287709 Page: 2 of 2 AC40R O CERTIFICATE OF LIABILITY INSURANCE DATE(M` ODIMY) 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 LEONARD INSURANCE AGENCY INC CONTACT NAME: 683 MAIN STREET PHONE OSTERVILLE, MA 02655 c No: E-MAIL ADDRESS: INSURER 9 AFFORDING COVERAGE NAIC q INSURER A INSURED LAGADINOS BUILDING& DESIGN INC INSURERS: 13 THANKFUL LANE NSURERC: COTU IT MA 02635 INSURER D: INSURERE: INSURERF: COVERAGES CERTIFICATE NUMBER: 16152242 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER fMM/DoiyyynMMIDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES a occurrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ I PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY a aca entSINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( HIRED AUTOS NON-OWNED P�20 odd MAGE $ AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE IM $ EXCESS LB CLAIMS-MADE AGGREGATE $ f DED RETENTIONS I $ 1 $ $ A WORKERS COMPENSATION WC5-31 S-384117-013 1/2/2013 1/212014 we sTATU- Q�1 AND EMPLOYERS'LIABILITY Y/N d TORY LIMBS �n ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ SOOOOO OFFICER/MEMBER EXCLUDED? a N/A (Mandatory in N If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 500000 , DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(AHach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 MAIN STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE M� UOL"Co,,t Jeff Eldridge �V/ 4 ©1988-2010 ACORD CORPORATION. All rights reserved. L"ACORCD 25(2010/05) The ACORD name and logo are registered marks of ACORD L615 2d2 •_LIEJT C 0E: 1578989 Anne Chan 4/26/2013 5.18:Q6 AM P qeof,�rt� Lcate cancels and supersedes previously issue certaTicates. Office of Consumer Affairs and B siness Regulation 10 Park Plaza- Suite 5170 Boston, Masslachusetts 02116 Home Improvement Qdfi gtor Registration • s: " Registration: 104804 • y�µ�«;�^�:w �;��j�--� Type: Private Corporation Ex iratio /15/2014 Tr# 226379 p n. LAGADINOS BUILDING & Nicholas Lagadinos = •: ram— =,.,i , ter, �,;�•.�., •1 f; 13 Thankful Lane MA 02635 =� Update Address and return card.Mark reason for change. -=3CA 1 Co, 20M-O'S/11 Address Renewal Employment Lost Card �<�aaclurae/2 Office ofC Consumer Affairs&Busi ess Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 194,804 Type: Office of Consumer Affairs and Business Regulation piration: _7/"_�:512Ua.4.. Private Corporation 10 Park Plaza-Suite 5170 Boston AGA INOS BUILD��Cs�0'tS1G1j• •lC �• �- 1 i Vichotas La adlnos =Y`'6j 9 y) j 13 Thankful Lane :otuit,MA 02635 Undersecretary Not val' witho signature i . i Massachusetts -Department of Public Safety a Board of Building Re gulations and Standards Construction Supervisor License: CS-012653 NICHOLAS A LAO-'ADI-NOS 13 THANKFUL Lr1NE ° COTUIT MA 02635 Expiration Commissioner 07/16/2015 of� • URNWABI.E, 'Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street. Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A. Builder , as Owner of the subject property hereby authorize _ (C([ L t1- o-f >Jo us to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) t V*7 Signature of(..wne Dat �yt�o��rL►4- /&C'l f Uo Print Name If Property Owner is applying for permit, please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsott\Windows\Temporary Internet Files\Content.Outlook\8R76BDV A\EXPRESS.doc Revised 061313 PROJECT I 2 ' NAME: ('L011-- ADDRESS: PERMIT#_ (7 3d Cl 31 cB TERMIT DATE: ?�� 3 M/P; F (� LARGE ROLLED PLANS ARE : BOX $LOT Data entered in MAPS program on: Z BY: r PROJECT NAME: � a -� ADDRESS: PERMIT#' -=D 1..9.CFS-S.�l l ' : 'PERMIT DATE: MIP: I I--Le LARGE ROLLED. PLANS ARE M BOX SLO Data entered in*MAPS program on: . o r BY: : . TOWN OF BARNSTABLE BUI)t.DING PERMIT APPLICATION Map Parcel- : l0f ;;Application # Health Division - . Date Issued Conservation Division Application Fee Planning Dept. Permit Fee DO `F 0 Date Definitive Plan Approved by Planning Board .: Historic - OKH Preservation/Hyannis Project Street Address (D (ullapa I Village GST�'Ldll�g Owner 'g L13#91L 12o4;;r r 1,) Address' S� 1'>1AS loll D< Telephone a 3 `�..z( 7 f f Permit Request r r s r Z- �- Square feet: 1 st floor: existing LL�& proposed 2nd floor: existing I 51q proposed Total new . G1N 4z�. Zoning District 12r�� Flood Plain Groundwater Overlay Project Valuation .0 Construction Type�Z Lot Size Grandfathered: 0 Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family. 14 Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 0 No Q�On Old King's H/,Oway: ❑Yes f6 No Basement Type: ❑ Full El Crawl ❑Walkout ❑ Other J/Z, 5� J �Iz T V L Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) /_,�f(,/ Number of Baths: Full: existing 3 new U Half: existing / new 0 Number of Bedrooms: existing 0 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: D ,Yes ❑ No Fireplaces: Existing New Existing wood/coal sttc ve: 0 Yes ❑ No SR o Detached garage: O existing ❑ new size Pool: ❑ existing ❑ new size _ Bari existing ❑ n size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Otl-Uer,:t_ :;P: au Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use e Proposed Use t"4 A4. APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name N1elk< 6&&)11705 � rTelephone Number SW—AZb 7 Address 1 lC f� w. License# 5 D12 I ( ) rr , Wlor Ol Gss: Home Improvement Contractor# gq �04 Worker's Compensation # gf�Ori ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATLIAE DATE V ��� Li 5 FOR OFFICIAL USE ONLY APPLICATION# i ; DAT ISSUED _ %MAP/PARCEL NO..°...-' _ADDRESS VILLAGE _y OWNER DATE OF INSPECTION: r G FRAME A INSULATIONLse FIREPLACE sC — :2 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -p GAS: FINAL � �.tF•SINALBUILDINGs�4 ����� a: �.,, ?z;� ASSOCIATION-PLAN NO. s 7/re Co.mmoulpea:ftli oJ'Afasvachusetts - Departrtte/tt of lndustricrl Accidents �(( Office of Ill ve,stigatioits 600 Wasltiugtou Stl'eet Bostoit, MA 02111 wptv)v.Illass.gov/dia N-Vorker.s' Compeusation 7nsuraace Affidavit: Builders/Cootractor.s/Electricians/.Plu nib ers Applicant Information _— —i Please Print Le?iblY Name (Bijriness/C)rganiza(ioriindividual): tVP1 s — �Jr<I t/ SAIL11 , Address: City./State/ZzP:�U771L_�1�_-4Z� S - Phone#:--- SV/ _ _ -— — — -- ----- -- - Freou an employer?Check the appropriate i ---'-._..- •---.__-..--.----.._..--.... riate box: Type of project(required): 1 ama employer ith �� 4. [] T am a general coniractor and T employees(full anrVor part-time.).; have hued the sub-contractors r. ❑New construction 2.D Iam a sole proprietor or partner- listed on the attached slieet. 7. (,XRemodeling ship and have rlo employees. These sub-contractors have g, 0 Llarnolition tworking for me in any capacity. employees and have workers' com insurance.; i 9. F] Building addition (No workers'comp. insurance p I required] 5• n We are a corporation and its 10,0 Electrical repairs or additions 3.l l I am a homeowner doing all wort:. officers have exercised their 11.0 Plumbing repairs or additions rnyself. [No workers' comp. right 6f exemption per Iv[GL 12.[, Roof repairs insurance required.) t c: 152, 41(4),and:ve have no Iemployees. (No workers' t 13.0 Other— __-- _ comp. insurance required,) _J 'Any applicant that checks box HI must also CII our the section below showing their workers'compensation,policy infornmZion. r Homeowners who submi;this affidavit indicating they are doing all work and then hire ou+sida conrmctors must submit a new allidavil indicating such. lConiTnciors Ihar check+his box must attached an additional sheer showing the name of the sub-contraclo,:s and state whether or not those entities have employees. If the sub-contr-aciors have employees,they must provide their workers'comp.policy number. .1 am all emplo3,er that is provitiiug wtrarkers'caupeusation insurance for my employees. Behar is tha policy and job site - h1jor•1110tion. Insurance Company Na„ic: Pli--d /2'S�<—LSUyQk - 1fLC.�S .— Policy 11 or Self-ins. Lic, fi:_ �f C�-f%%90 U _ — Expiration Dnie: t ....y_��,..__-rJf_—.___- ioh Site A dress: Q_----(� Ff�� LIt(' City/State/Zip: ---- - --� - - p.-_d 1/u Ail rt h a copy 0f the :v0rkers' canrpr.nsa-tion policy declaration page showing the policy number rrr+d espirrition (Irate). 1=ailu11e to secure coverage as required under Scction 25A of MGL.c. 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one-yCar impr!non.-tW, w;:.c 1 as civil penalties in the form of a STOP }VORJC ORDER and a tine of up to$250,00 a day against the v� tator. tie advised that a copy of this statement may be fort=:anted to the Office of fnvestipatin , f the MA for 'i'sur nr coverar e verification. 1,10 Ire• 'y c. •tit• under f e -tri K and penniti of perjury that Me information provideil above is frue ant;correct. - ---_ Sit,nature: -f�3te: .............. - - Official use onlp. Do not writer ill this Oren, to be rorrrf.leied by city or town o 7-ciaI.. City oi- 1'01c11: -_ """ -- --- -- f er aril/License h -----..-... ---................. .. - -- -- — Issuing Authority(Circle nne): j 1. Board of liealti: 2.11uilding Depnr(mew 3. Cityl"t own Clerk 4. Electrical inspector- S. Plumbing Tn.q)c0or i III 6. Other _ i 11 C niact Person: f'hpne?l: tl —_........ ........._.-- -- ---- j� ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) I'm 0 1/2 7/2 0 1 4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Applied Risk Insurance Services, Inc. PHONE FAX 10825 Old Mill Rd AIc,No,Ext: (877)234-4420 (AIc,No); (877)234-4421 Omaha, NE 68154 E-MAIL ADDRESS: PRODUCER (877)234-4420 cusTo.ERto# INSURER(S)AFFORDING COVERAGE NAIC is INSURED INSURER A: Continental Indemnity Co. 28258 INSURER 8: Lagadinos Building & Design, Inc. 13 Thankful In INSURERC: Cotuit, MA 02635-2616 INSURER D: CTL 1273 831025 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. INSR ADD SUBR POLICYEFF POLICYEXP LTR TYPE OF INSURANCE INSR WVD POLICYNUMBER MMIDDIYYYY).(MMfDDNYYYI LINITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIABILITY ❑❑ DAMAGE TO RENTED S CLAIMS MADE OCCUR MED EXP(any oneperson) S PERSONAL&AQV INJURY S GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: _C S ROI PRODUCTS POLICY JECTP LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO ❑ ecdde $ ALL OWNED AUTOS BODILY INJURY Per on S SCHEOULEO AUTOS $ HIREDAUTOS PROPERTY DAMAGE Paraaadenl $ NON-OWNED AUTOS S $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE ❑ AGGREGATE DEDUCTIBLE RETENTION S $ WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRI ETOR/PARTNERIEXECUTIVE NIA ❑ 4 6-8 8 0 9 0 6-0 1-0 1 01 E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? N /02/2014 O1/02/2015 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 5 0 0,0 0 0 If yes,describe under SPECIAL PROVISIONS below - E.L.DISEASE-POLICY LIMIT $ 5 0 0,0 0 0 001 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach Acord 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANYOFTHEABOVE DESCRIBED POLICIES BE CANCELLED 200 Main St. BEFORETHE EXPIRATION DATETHEREOF,NOTICEWILLBE DELIVERED Hyannis, MA 02601 IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE m1783118 ACORD 25 (2009109) ©1988-2009 A ORD CORPORATION. All rights reserved � BARN81'ABLP„ ' k ` 'Town of Barnstable- Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street. Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 - : . Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property _ herebv authorize I'06L L js_c to act on my behalf, in-all matters relative to work authorized by this building permit application for: �D �yiiUFieL1�[rN US , �ll� - (Address of Job) till Z Signature of Owner Date - Print Name ,. "If Property Owner is applying for.pgrmit,.please complete the Homeowners License Exemption Form on the reverse side. CAUsewdecolIik\AppData\Local\Microsotf\Windowffemporary Internet Files\Content.Outlook\8R76BDVA\EXPRESS.doc Revised 0613 I3 9 Massacnusetts -Departmenr of Public Safetv 4 t -f Board of Suilding Regulations and Standards F�i)ritiZ7'itl'rit1Y? 571t'.Er�itear Yu`"''� '`7; License CS-012653 t 13 TH ANIgUL H.ANE COTTJH b MA 02CY35 Expiration c�nmission�t 07116/2015 I I I i i i i i Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 11 Home Improvement Contractor Registration Registration: 104804 Type: Private Corporation �+ Expiration: 7/15/2016 Tr# 255509 LAGADINOS BUILDING & DESIGN, ,IN'C Nicholas Lagadinos a 13 Thankful Lane Cotuit, MA 02635 'rj'�ar 4�g.'VUpdate Address and return card.Mark reason for change. +� Address ❑ Renewal ❑ Employment Lost Card SCA 1 0 20M-05/11 �Sie�poa�vr�c�aurealC/r,o� ccaaac/�r�eCG� Li registration valid for individul use only `lTX Office of Consumer Affairs&Business Regulation License or ;OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: elegistration: ,104804 Type: Office of Consumer Affairs and Business Regulation :1 xration: 6:7/15%201a Private Corporation 10 Park Plaza-Suite 5170 pi _ ._ Boston,MA 02116 LAGADINOS BUILD] - - :a,NG&cDESIGI%dNC 1` {; Nicholas Lagadinos - M. } 13 Thankful Lane � "= Cotuit, MA 02635 - Undersecretary Not vali wi o t ignature 1 1 it REScheck Software Version 4.5.0 Compliance Certificate Project Additon & Alteration to the Rosiello Residence Energy Code: 2009 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: J Permit Number: Construction Site: Owner/Agent: Designer%Contractor: 60 Winfield Lane Brown Lindquist Fenuccio& Raber Osterville, MA Architects, Inc. 203 Willow Streeet, Suite A Yarmouthport, MA 02675, MA ;Compliance:Passes using UA trade-off Compliance: 4.3%Better Than Code Maximum ILIA: 299 Your LIA: 286 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. Glazing Assembly or R-Value R-Value or Door ILIA Perimeter U-Factor Floor 1: All-Wood J oi st/Truss:Over Unconditioned Space 1,569 30.0 0.0 0.033 52 South Wall:Wood Frame, 16" o.c. 319 24.0 0.0 0.054 7 Window 1:Wood Frame:Double Pane with Low-E 42 0.340 14 Door 1: Glass 144 0.340 49 East Wall:Wood Frame, 16" D.C. 613 24.0 0.0 0.054 23 Window 2: Wood Frame:Double Pane with Low-E 33 0.340 11 Window 3: Metal Frame with Thermal Break:Double Pane with Low-E 33 0.340 11 Window 4:Wood Frame:Double Pane with Low-E 20 0.340 7 Window 5: Wood Frame:Double Pane with Low-E 20 0.340 7 Window 6:Wood Frame:Double Pane with Low-E 16 0.340 5 Door 2: Solid 61 0.340 21 North Wall:Wood Frame, 16"D.C. 726 24.0 0.0 0.054 35 Window 7:Wood Frame:Double Panemith Low-E 29 0.340 10 Window 8: Wood Frame:Double Pane with Low-E 6 0.340 2 Window 9: Wood Frame:Double Pane with Low-E 11 0.340 4 Window 10:Wood Frame:Double Pane with Low-E 11 0.340 4 Door 3: Solid 21 0.340 7 Ceiling 1: Cathedral Ceiling 665 40.0 0.0 0.026 17 Project Title: Additon & Alteration to the Rosiello Residence Report date: 08/14/14 Data filename: H:\_Current'Projects\Residential\Rosiello Winfield Lane\Admin\Energy Calcs\Phase 3.rck Page 1 of 2 i 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 buildigg has been desi ned to me the 2009 IECC requirements in RESchec Version 4.5.0 nd comply with t e mandatory require s li ed in check In ection Checklist. ,� - ��<- Name-Title Signa ure Date ARCy�T� FE/y�c fr N No.771B y 3y YARlA�UTHPORT, i MA oy�'iC T H Of Project Title: Additon & Alteration to the Rosiello Residence Report date: 08/14/14 Data filename: H:\_Current Projects\Residential\Rosiello Winfield Lane\Admin\Lnergy Calcs\Phase 3.rck Page 2 of 2 4 2009 IECC Energy Efficiency Certificate Insulation Rating R-Value Wall 24.00 Floor 30.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.34 Door 0.34 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map M3 Parcel':':' ! plication # Health Division Date Issued l �— �� 3-66 — S03/Conservation Division `:.Application Fee �71 Planning Dept. Permit Feed v Date Definitive Plan Approved by Planning Board Historic - 0KH Preservation / Hyannis Project Street Address Village 0�2U-�V-V i1trL Owner fro /2rJs r&t 6 Address 1 v-4 Telephone IA/1°S`c7)(�(', C T 46��'/�� Permit Request f'j'1�STL7"Z � �2a�vL, : ;PrN fi' Z>i -ill E�j� Square feet: 1st floor: existing OG proposed 12nd floor: existing proposed �10 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type �1 Lot Size A K Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,'A Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 00 No On Old King's Highway: ❑Yes ® No Basement Type: 0 Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sal) i 7 d zgi- Number of Baths: Full: existing ! new Half: existing reyv -. 1 1 C"Z Number of Bedrooms: existing anew (0 _ r� Total Room Count (not including baths): existing new First Floor Room Count ''/ Heat Type and Fu0. d(Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes, No Fireplaces: Existing New _ Existing woodVcoal stogy ❑{lies 9KNo Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use e� tiP APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name at h0 Telephone Number -�Zv YOB Address f2i �1�3 r�0 / License # 65 - D I coo If: 076G Y Home Improvement Contractor# kO Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE F FOR OFFICIAL USE ONLY �f 4APPLICATION# i s DATE r ;,MAP-/PARCEL NO:_; _:_ z ADDRESS_! — _: VILLAGE OWNER DATE OF INSPECTION: 1 MJF0.UNDATION' ' — -F FRAME `INSULATIONA- TQY"4, "J FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ? ROUGH WiA1 4 Gi FINAL. .'���FINAL• B.UILD<ING��'�:'as��t�' ,a�:��t:L ' s _DATE CLOSED_O.UT _ t .� ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02.111 ►vww.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly r Name (Business/Organization/Individual): _101 1.b1lG S 'bey4A1 ne Address: 13 -I H N,1k FvL, W. City/State/Zip: ('011) i i tM 1- 00 G 3 r Phone#: sv,9 - qZ$— L/027 Are you an employer?Check the appropriate box: Type of project(required): 1.r4 l am a employer with 6 4. ❑ I am a general contractor and 1 6. New construction employees(full and/or part-time).' have hired the sub-contractors 2.❑ 1 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. workers' comp. insurance. 9. ❑Building addition [No workers'comp.insurance 5. El We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MG.L I I.❑ Plumbing.repairs or additions myself [No workers` comp. c. 152, §1(4),and we have no 12.[:1 Roof repairs insurance required.]t employees. [No workers' comp. insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who subnut this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. iContractnrs that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. l am an employer that is providing workers'compensation insurance for my en:plovees. Below is the policy and job site information. Insurance Company Name: L1,%tMz Ty V1tllyrola L Policy#or Self-ins.Lic.#: WL S—31-S 3bq I1 77 D 4 Expiration Date: Job Site Address: ( ,q /uao 1> 1-dyC City/State/Zip:_014Z �, 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 NI.GL 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 S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of .Investigations of the D1A for insuranc coverage verification. 1 do 1 by erti under t e pa ns nd penalt'es 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): (..Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: DATE(MMIDDIYYYY) A6 RZ® CERTIFICATE OF LIABILITY INSURANCE 12 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 IS4UING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER LEONARD INSURANCE AGENCY INC _ CONTACT NAME: 683 MAIN STREET PHONE(AIC,No Ex FAX(A/C,No): OSTERVILLE, MA 02655 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE _ NAIC p INSURER A: Liberty Insurance Corporation INSURED INSURER B: LAGADINOS BUILDING & DESIGN INC - 13 THANKFUL LANE INSURERC: COTUIT MA 02635 INSURER D: INSURER E: INSURER F: 1 COVERAGES CERTIFICATE NUMBER: 16152242 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE iADDL SUER POLICY NUMBER I MMIDDr/YYY MMlDO/YYYY LIMITS Y I LTRSIR GENERAL LIABILITY EACH OCCURRENCE DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY i i i PREMISES(Ea occurrence) 1$ CLAIMS-MADE OCCUR ' �I I i I MED EXP(Any one person) $ ------ PERSONAL&ADV INJURY GENERAL AGGREGATE $ �rGEN'L AGGREGATE LIMIT APPLIES PER: I i I PRODUCTS-COMP/OP AGG $ -- i I i POLICY f PRO- 1 LOC l I $ AUTO I COMBINED INGLE LIMIT MOBILE LIABILITY ' L(Ea accidentS I$ f ANY AUTO BODILY INJURY(Per person) i$ —�ALL OWNED --;SCHEDULED BODILY INJURY(Per accident) $ -. . AUTOS AUTOS .-------- - _'NON-OWNED i IF(Per P'ER-ZIDAMAGE _ ` HIRED AUTOS ;AUTOS 1 is —_- Is i I UMBRELLA LIAR OCCUR EACH OCCURRENCE is ! EXCESS UAB r CLAIMS-MADE i jAGGREGATE DED RETENTION$ I$ $ 1 i is A WORKERS COMPENSATION I IWC5-31S-384117-013 1/2/2013 (1/2/2014 WC STATT I OTji AND EMPLOYERS'LIABILITY y I N TORY LIMITS EK ANY PROPRIETORIPARTNER/EXECUTIVE I E.L.EACH ACCIDENT is SOOOOO OFFICERIMEMBER EXCLUDED? ❑N N/A ---- - -- 1(Mandatory in NH) i ( I E.L.DISEASE-FA EMPLOYEE $_ - 500000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 500000 I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101.Additional Remarks Schedule•if more space is required) . f Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 MAIN STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE Jeff Eldridge ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ::ERy`L.: 1615'L 242 CLIENT l'QDE: 157.69a9P knne handler 4/rdZoi? w':0.6 Am Page 1 o[.L. �'•hh certiticate cancels anQ su ersedes Aa pr2Vlousl lssueCl certlTicates. i - Office of Consumer Affairs and B siness Regulation 10 Park Plaza - Suite 5170 x Boston, Massachusetts 02116 Home Improvement Co-fit-factor Registration _ w. Registration: '104804 �j; } Type: Private Corporation ` Expiration: 7/15/2014 Tr# 226379 .LAGADINOS BUILDING & DESIGN,iI�I:C F..�I-•4��r Nicholas Lagadinos 13 Thankful Lane Cotuit, MA 02635 r- r��-..-= �ry),,t' ?P pdate Address and return card.Mark reason for change. 3CA1 is 20M-0'SH1 Address Ej Renewal Employment Lost Card Office of Consumer Affairs&Busi ess Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 04804 Type: Office of Consumer Affairs and Business Regulation piration:,-,7/W6.1A_; Private Corporation 10 Park Plaza-Suite 5170 N ?_ Boston r�.� :a,= =1 ,MA 02116 �1GA INOS BUILDIN:CS= aDESa.QfT fJC I Vicholas Lagadinos 13 Thankful Lane 'otuit,MA 02635 ��' � y Undersecretary Not val' witho signature ' I { I {I I I � f • Y - T i ! I I� I I1 I I I I 9 Massachusetts -Department of Public Safety ; Board of Building Regulations and Standards Construction Supervisor License: CS-012653 NICHOLAS A LAG'ADINOS 13 THANKFUL LANE , COTUIT MA 02635 V 4 ' Expiration Commissioner 07/16/2015 I REScheck Software Version 4.5.0 Compliance Certificate Project Additon & Alteration to the Rosiello Residence Energy Code: 2009 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 60 Winfield Lane Brown Lindquist Fenuccio& Raber Osterville, MA Architects, Inc. 203 Willow Streeet, Suite A Yarmouthport, MA 02675, MA ,iC. trade-off Compliance: 11.1%Better Than Code Maximum UA: 135 Your UA: 120 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. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 296 30.0 0.0 0.033 10 North Wall(Rear Side):Wood Frame, 16"o.c. 170 35.0 0.0 0.046 8 West Wall:Wood Frame, 16"o.c. 545 35.0 0.0 0.046 21 Window 1: Wood Frame:Double Pane with Low-E 16 0.340 5 Window 2: Wood Frame:Double Pane with Low-E 13 0.340 4 Window 3:Vinyl Frame:Double Pane with Low-E 13 0.340 4 Window 4: Wood Frame:Double Pane with Low-E 14 0.340 5 Window 5:Wood Frame:Double Pane with Low-E 3 0.340 1 Door 1: Solid 19 0.340 6 Wall 3: Wood Frame, 16"o.c. 265 35.0 0.0 0.046 7 Window 6:Wood Frame:Double Pane with Low-E 44 0.340 15 Window 7:Wood Frame:Double Pane with Low-E 22 0.340 7 Window 8:Wood Frame:Double Pane with Low-E 22 0.340 7 Window 9: Metal Frame:Double Pane with Low-E 31 0.340 11 Ceiling 1: Flat Ceiling or Scissor Truss 160 40.0 0.0 0.029 5 Ceiling 2: Cathedral Ceiling 141 40.0 0.0 0.026 4 Project Title: Additon &Alteration to the Rosiello Residence Report date: 12/13/13 Data filename: H:\_Current Projects\Residential\Rosiello Winfield Lane\Admin\Energy Calcs\Phase 2.rck Page 1 of 2 i Compliance Statement: The proposed building design described here's consistent wi the building plans,specifications,and other calculations submitted with the permit application.The proposed i mg has en a gned to meet the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory re re ents list i e ESche Inspection Checklist. vt-,v Gam) yt zll Z Z—I 61—I Name-Title Signature Date I Project Title: Additon &Alteration to the Rosiello Residence Report date: 12/13/13 Data filename: H:\_Current Projects\Residential\Rosiello Winfield Lane\Admin\Energy Calcs\Phase 2.rck Page 2 of 2 2009 IECC Energy Efficiency Certificate Insulation . Wall 35.00 Floor 30.00 Ceiling / Roof 40.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.34 Door 0.34 CoolingHeating& Heating System: Cooling System: W eater, Nam Date: I•2 —40�) Comments I I i 59. Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street. Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A. Builder I, �At&►`h'LW 1?0 Ve I��) , as Owner of the subject property hereby authorize N����[ id—,A Ltd to act on my behalf, in all matters relative to work authorized by this building permit application for: 0 azzA/FiFc [�> LPple- �SdGf2v��� (Address of Job) ignature. of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windowffemporary Intemet Files\Content.Outlook\8R76BDVA\EXPRESS.doc Revised 061313 f Cominowwealth of Massachusetts Sheet Metal Permit aa UZDate: P �ermit � � —1 Estimated Job Cost: S .a,00 Do 0 APR - 8 2014 Permit Fee: S Plans Submitted: YES N0 ✓ Plans Reviewed: YES NO f -TOWN OF BARNSTABLE Business Licenser !(00 Applicant License T Business Information: l'`I Property Owner/Job Location Information: Name: - Vern c)in LV11 h I i�E�,`�I� , Name: Street: V14U P, Street: t City/Town: 0). 0)104�QAI City/Totivn: 7 Telephone: 50 - 9y5.- 1100 Telephone: n 1)9 Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Totivnihouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq.ft. '� over 10,000 sq. ft. Number of Stories: a. Sheet metal work to be completed: New Work: Renovation: ✓ HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing I Provide detailed description of work to be done: INSURANCE COVERAGE: I have a current liability insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch.112 Yes No ❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ bond ❑ I OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the-insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature-on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this boxl],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Proaress Inspections 7 Data Comments Final Inspection - - Date - - - - - - - - - - - - -Comments - Type of License: I By E] Master ,� I Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Pemit ❑ /Joumeype 'finI0rson-Restricted License Number: C(7�1 Fee$ ❑ Check atww-'.rnass.Gov/dpl I Inspector Signature of Permit Approval i r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): N/, V e Yz n o n LAJ , e.I ee _P K v rn 6,n s v- I�e n n ti C O c.— d- Address: o f V, 0,, Po Box I a 1,G City/State/Zip: W . 0- W A 4 k. ,,.-, Phone#: C�og_ g y Are you an employer? Check the appropriate box: Type of project(required): 1.)�3 1 am a employer with .5 q 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. 0 Demolition working for me in any capacity.acitY• 9. ❑ Building addition employees and have workers' [No workers' comp. insurance comp.insurance.* required.] 5. ❑ We are a corporation and its ME] Electrical repairs or additions officers have exercised their I L 3.El I am a homeowner doing all work ❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]' c.152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number_ I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A c-e- A >-nt l I C A 1 c,� �. x a n w Co r, Policy#or Self-ins.Lic.#: 9 9 7 d L1, Expiration Date:�t Job Site Address: VA i o "-S City/State/Zip: A Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the viol r. vised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins n co v rification. I do hereby certify under t in e s perjury that the information provided above is true and correct Si atur . Date: t 1 l 13 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#: i Rightfat N1-1 10/4/2013 7 : 19: 41 AM PAGE 51/055 Fax Server ' r ATE AC 0 CERTIFICATE OF LIABILITY INSURANCE 10-04.2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT PIAMe: ROGERS&GRAY INS AGCY PHONE FAX 434 ROUTE 134 ITC Nc ExI: Izc Nol: SOUTH DENNIS,MA02660 E.�'M INSURER(S)A.FFOROING COVERAGE: NAIC 5 INSURER A:ACE A\1ERICAN INSURANCE COMPANY INSURED INSURER B: W VERNON WHITELEY PLUMBING& INSURERC: HEATING CO INC&CHATHAM SHEET METAL INC INSURER0: PO BOX 1266 INSURERE: WEST CHATHAM,MA 02669 INSURERF: 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 CLAWS. INSR IADDL SU1VNDI POLICY NUMBER h1MI0D/ICYYYYEFFY I M01)DD YXP LTR TYPE OF INSURANCE INSR NND I ( ) r LIMITS GENERAL LIABILITY EACH OCCURRENCE S COMMERCIAL GENERAL LIAEILITY DA,','AGE TO RENTED S CLAIMS-N-1ADE OCCUR PREMISESX ((Ea occurrence? I.tED EXP(Any nnc prrsnr.) g PERSONAL&AOV INJURY S GENE PAL AGGREGATE S GEN'L A.GGREGA.TE LI.:AIT APPLIES PER: PRODUCTS-COMP,'OP AGG S POLICY I I PJErT I I LOC S AUTOMOBILE LiABILITY COIr121VED S',"GLE LIMIT S �ANY AUTO 1 01LY 1en11 6CDILY INJURY(Per Peron) S ALL OWNED SCHEDULED 4 AUTOS AUTOS 60DILY INJURY(Per accident) HIRED AUTOS HNON/.1'i1,1E0 PAOPEPT'lP.41AAGE S. AUTOS 1 cr aac9crl S UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE S DED RETENTION S WORKERS COMPENSATION X INC STATU- OTH- AND EMPLOYERS'LIABILITY YIN TOR Y LIMITS ER ANY PROPRIETORIPAF.TNEP=XECUTI'•/'�NIA E.L.EACH ACCIDENT $500,000 OFFICERLIMEMBEREXCLUDED? E 6S62UB 10-01-2013 10-01-2014 (Mandatory in NX) PL gy72L664 E.L.DISEASE-EA EMO YE= $500,000 If yes.dcscrif.c under $500,000 DESCRIPTION OF OPERATIONS t91rin E.L.DISEASE-POLICY LLWT DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE 200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF, HYANNIS,MA 02601 NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I ©1988-2010 ACORD CORPORATION.All rights reserved, ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD I aF Tow. of Barnstable Regulatory Services $ Thomas F.Gefler,Director Building Mbion qua Tom Perry,$gilding Commissioner 200 Main'Stteet,Hyannis,MA 02601 W WW-town.barnstable.ma.us Oiflee: 508-862-403 8 Fax: 508-790-6230 Property Owner Mui sst Complete and Sign This Section If Using A.Builder Barbara-Rosiello ,as Owner of the subjectpmperty hereby authorize to ad on ray behalf, in all inatters relative to'work authorized by this b ermit dress of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not-to be filled-before fence is installed and pools are not to be utilized until all final inspections.are performed atld accepted. Signature of Owner Signature of Applimat Barbara Rosiello Paint Name Print Name 4-1-1.4 Date WORMS:OWNEMMMISSIONPOOLS :COMMONWEALTH OF MASSACHUSETTS ;SHEET METAL WORKERS AS A BUSINESS ISSUES THE ABOVE LICENSE TO: E:R:IC-:T. .MHITELEY IJ .vE,R:NON 41HITELEY PLB'G AND G 2.8'.ViL.L`AGE LANDING BOX, .12 6 6 .W' CHAT:H:Ah1 hIA 02669-000. 160 12/22/14 .292629 } - D -- -----------------� :'..:...; COI`t/IMONWEAL T H OF MASSACHUSET T 5::.:' SHEET METALWORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICEIIISE TO: : .ERIC T WHITELEY .PO BOX 248 ;::WEST CHATHAM MA 02669-02'48 U. -'2967 02/28/14 1-19423 . �0lci=`L'i"a su.ci-,c'c-!I•r.Sfil=l��clse.._•���'as�_ �: c��,."-'' '... Fold,Then Detach Along All P=_'olziiort<.0 AN L' ��- tip. � "�'I� - � -•\;�.•'.�" _ Y : af I I l - p 0 MM 7y0 �12 SJ s n � l .b I s ��Q201'4,�2,j16���-Q-'� �.�b4 , •.� c�aass i PFsi�ig t, it Irk f w Ty 8.3ar;G-061" �� :ERIG'•JY..ff�'�z�f� �I•`'�1;,:. �-I, q� .3� ''�; �rW:CH{1TH M..�MA��$�;;;:a�-,;.r�J"•_•.--c}:•�..)..••a�i-f-". .crra f• e,il i-02669� r�fl-�I.ks r L- ���a-•� i':y�?.,��r• �^,,,� ,�sy --< RIFScheck Software Version 4.6.0 Compliance Certificate C=7 Project Additon & Alteration to the Rosiello Residence = -'- Energy Code: 2012 IECC Location: Osterville, Massachusetts Construction Type: Single-family t li , Project Type: Addition /. / 1 Climate Zone: 5 (6137 HDD) Permit Date: C, a Permit Number: C� r.+� Construction Site: Owner/Agent: Designer/Contractor: 60 Winfield Lane - Brown Lindquist Fenuccio& Raber Osterville, MA Architects, Inc. 203 Willow Streeet,Suite A Yarmouthport, MA 02675, MA Compliance: trade-off Compliance: 0.8%Better Than Code Maximum UA: 637 Your UA: 632 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. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,126 3 8.0 ✓ 0.0 0.026 V 55 South Wall:Wood Frame, 16"D.C. 1,397 24.0 0.0 0.054 49 Window 1:Wood Frame:Double.Pane with Low-E 36 0.340 12 Window 2:Wood Frame:Double Pane with Low-E 36 0.340 12 Window 3:Wood Frame:Double Pane with Low-E 36 0.340 12 Window 4:Wood Frame:Double Pane with Low-E 36 0.340 12 Window 5:Wood Frame:Double Pane with Low-E 42 0.340 14 Window 6:Wood Frame:Double Pane with Low-E 22 0.340 7 Window 7:Wood Frame:Double Pane with Low-E 22 0.340 7 Window 8:Wood Frame:Double Pane with Low-E 40 0.340 14 Window 9:Wood Frame:Double Pane with Low-E 20 0.340 7 Window 10:Wood Frame:Double Pane with Low-E 20 0.340 7 Window 11:Wood Frame:Double Pane with Low-E 40 0.340 14 Door 1: Glass 144 0.340 49 East Wall:Wood Frame, 16"D.C. 747 24.0 ✓ 0.0 0.054 ✓ 29 Window 12: Wood Frame:Double Pane with Low-E 20 0.340 7 Window 13: Wood Frame:Double Pane with Low-E 20 0.340 7 Window 14: Wood Frame:Double Pane with Low-E 16 0.340 5 Project Title: Additon & Alteration to the Rosiello Residence Report date: 09/03/14 Data filename: H:\—Current Projects\Residential\Rosiello Winfield Lane\Admin\Energy Calcs\Complete Page 1 of 2 House.rck Assembly Gross Area Cavity Cont. Glazing or Door UA Perimeter U-Factor Window 15: Wood Frame:Double Pane with Low-E 16 0.340 5 Window 16: Wood Frame:Double Pane with Low-E 16 0.340 5 Window 17:Wood Frame:Double Pane with Low-E 33 0.340 11 Window 18:Wood Frame:Double Pane with Low-E 33 0.340 11 Door 2: Solid 26 0.420 11 Door 4: Glass 34 0.340 12 North Wall: Wood Frame, 16"o.c. 1,304 24.0 0.0 0.054 62 Window 19: Wood Frame:Double Pane with Low-E 11 0.340 4 Window 20:Wood Frame:Double Pane with Low-E 11 0.340 4 Window 21:Wood Frame:Double Pane with Low-E 30 0.340 10 Window 22: Wood Frame:Double Pane with Low-E 6 0.340 2 Window 23:Wood Frame:Double Pane with Low-E 10 0.340 3 Window 24: Wood Frame:Double Pane with Low-E 10 0.340 3 Window 25: Wood Frame:Double Pane with Low-E 10 0.340 3 Window 26:Wood Frame:Double Pane with Low-E y 14 0.340 5 Window 27:Wood Frame:Double Pane with Low-E 9 0.340 3 Window 28: Wood Frame:Double Pane with Low-E 23 0.340 8 Door 3: Solid 21 / 0.370 8 West Wall:Wood Frame, 16"o.c. 880 24.0 v 0.0 0.054 40 Window 29: Wood Frame:Double Pane with Low-E 13 0.340 4 Window 30:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 31:Wood Frame:Double Pane with Low-E 16 0.340 5 Window 32:Wood Frame:Double Pane with Low-E 14 0.340 5 Window 33:Wood Frame:Double Pane with Low-E 9 0.340 3 Window 34:Wood Frame:Double Pane with Low-E 12 0.340 4 Window 35: Wood Frame:Double Pane with Low-E 33 0.340 11 Door 5: Solid 21 0.370 8 Ceiling 1: Cathedral Ceiling 2,279 40.0 0.0 0.026 59 Compliance Statement. The proposed building design described here is c sistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed buildin as been designed to meet the 2012 IECC requirements in RESch ck Version 4.6: and to comply with the mandatory requiremen li ed in a RESc c Inspe n Checklist. Name-Title Signattrrle Dat 0 No. 77PI flu t p YARMOVDIFORT, J� ITH OF M�'sca Project Title: Additon & Alteration to the Rosiello Residence Report date: 09/03/14 Data filename: H:\—Current Projects\Residential\Rosiello Winfield Lane\Admin\Energy Calcs\Complete Page 2 of 2 House.rck i 2012 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 38.00 ✓ Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Glass& D.. . Window 0.34 Door 0.34 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments V 13 Thankful Lane Cotuit,MA 02635 ILA,GADIN'Os 508-4284097 Fax 508-428-7709 BUILDING DESIGN T email: laQcon�,capecod.net Website: laizadinosbuilding.com August 14, 2014 Barnstable Building Dept. Attention: Paul Roma Re: 60 Winfield Lane Osterville " s Paul, The fire inspector was out to inspect the smokes at 60 Winfield and indicated to my job foreman that the smokes were in the proper locations but he didn't want to do a final inspection for occupancy until the house was finished. Floors sanded etc. My foreman on the job Dave Small tried to explain to him we are doing the job in phases and that this phase is near completion and the house is habitable as it is. Electrical and plumbing final inspections have been done. The Fire inspector said that if Paul Roma asked him to do a final inspection he would do it. I'm not sure he understands the project or doesn't believe our description. The house will not be occupied until the end of the next and hopefully final phase and the owners would be willing to state that in writing if it would make a difference. Would you be able to speak with the fire inspector regarding this? I feel that since the house is habitable the way it is he should inspect the smokes that are.needed for the area now. During the next phase more smokes will be added and he will be out to inspect again. Thanks for your help. Sincerely, Nick Lagadinos, President Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X250950 Chapter 91 Waterways License Application -31"o cMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Babara M. Rosiello Name of Applicant 60 Winfield Lane West Bay Osterville Project street address Waterway City[Town Description of use or change in use: License existing seasonal pier for recreational boating. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Prin ed am of Municipal Officia Dat I Barnstable nature of Municipal Offi ial itle Cityrrown. r CH91App.doc•Rev.6/06 Page 6 of 13 i Transmittal Letter To: Thomas Perry, Building Inspector 200 Main Street Hyannis, Mass. 02601 i From: Stephen A. Wilson, P.E. Subject: Ch. 91 License Application; Barbara Rosiello Date: May 3rd, 2012 We are sending you ® Attached ❑Under Separate Cover The following documents: ®Prints❑ Septic System Design ❑ Variance Approval❑Recording Slip® Order of Conditions ® Other:Municipal Zoning Certificate DATE QUANTITY DESCRIPTION one set Chapter 91 License Application&Plans COPY 11-15-1990 one set Order of Conditions,Approved Plan& Certificate of Compliance— SE 3-2175 COP These items are transmitted as checked below: ® For Your Use ❑ As Requested ❑ For Your Files ❑ For Review and Comment ® For Signature ❑ As Required Other: Prior to filing the Chapter 91 License Application with the D.E.P.we need to have you sign the Municipal Zoning Certificate. I thank you for your assistance in this matter. p, a c �n iw- Additional Distribution: files--, File No: 2011-060:04 Baxter Nye Engineering&Surveying Phone: 508-771-7502,ext. 13 co rn 78 North Street Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail: swilson@baxter-nye.com TransmittalLetterl.doc i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X250950 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Important: A. Application Information Check one When filling out pP forms on the NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing computer,use P P PP 9 only the tab key Package for BRP WW06. to move your cursor-do not Name (Complete Application Sections) Check One Fee. Application # use the return key. WATER-DEPENDENT- vll General (A-H) ® Residential with < 4 units $175.00 BRP VWV01a __ I ❑ Other $270.00 BRP WW01 b ❑ Extended Term $2730.00 BRP WW01c Forassistance .............................._............................................................................................................................... in completing this Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a application,please — see the "Instructions". ❑ Other $105.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <4 units $545.00 BRP WW15a ❑ Other $1635.00 BRP WW15b ❑ Extended Term $2730.00 BRP WW15c Partial (A-H) ❑ Residential with <4 units $545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b ❑ Extended Term $2730.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $545.00 BRP WW16a ❑ Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with <4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b Q Extended Term $2730.00 BRP WW17c Amendment(A-H) ❑ Residential with <4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d ❑ Extended Term $1090.00 BRP WW03e CH91App.doc•Rev. 6/06 Page 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X250950 , Transmittal No. Chapter 91 Waterways License Application -.310.CnnR 9.00 Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information, 1. Applicant: ' a;aFRosie`kk Name E-mail Address Mailing Address Note:Please refer to the"Instructions" 06w$'8 City/Town State Zip Code am Telephone Number Fax Number 2. Authorized Agent(if any): tepe7 '_ t sin b4axt -rate eo Name E-mail Address RAY+p�Nve tlalneerm u eysi A - 8 oath Snee Mailing Address ss IVlas ett -INON City/Town State Zip Code 709 -771 ~7S'O2 ' ��.�- 13 50$ 77 �`'�76~2� Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Rim Owner Name(if different from applicant) Asses or ap g f P;a ice f)x1 jTax Assessor's Map and Parcel Numbers Latitude Longitude 01ield�Lan �s enril'l tVJastt's� 2fi: Street Address and Cityrrown State Zip Code 2. Registered Land ❑ Yes ® No 3. Name of the water body where the project site is located: West Bay 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑ Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain I CH91App.doc•Rev.6/06 Page 2 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X250950 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Non-commercial docking and boating access to navigable water 6. What is the estimated total cost of proposed work (including materials & labor)? $25,000.00 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50.' across a waterbody from the project. Please refer to attached pages for abutters. Name Address Name Address Name Address D. Project Plans 1. I have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A (License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑401 Water Quality Certificate Date of Issuance ®Wetlands SE 3-2175 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate i Date ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.6/06 Page 3 of 13 Town of Barnstable Geographic Information System May 2,2012 118008 1181C7 040 � 116117 #� 33 V1044 90 1180�04 �(� 11#631 116003 116105 #60 #39 116112 116089 #3 116113 #5 116118 116103 #53 #18 11¢092 116119 F, #170 1f 71 118089 116104 :..::sIP41;:.:;';; ::. �� 118093 O nap ' F d 118098 116114 #87 #Q #73 116121 096 118097 0 54 Feet #117 DISCLAIMERS:This map Is for planning purposes only. It Is rot adequate for legal Map;116 Parcel:101 Ad)ecent(Please choose abutter list type) boundary datermuratbon or regulatory in sc interpretation. Enlargements beyond a ale of Selected Parcel r=toq'rpay not most established map accuracy standards. The penal lines.on this map Abutter l lst Type-gefaWlt(buffer of parcels adjacent to the selected parcel are only graphic representations of Assessor's tax parcels. They are not true property Abutters boundaries end do not represent accurate relationships to physical features on the,map such as building locations. Buffer ';r%', I 'AbutterReport Page 1 of 1 Adjacent (Please choose abutter list type) Abutter List for Map & Parcel(s): '116101' Default buffer of parcels adjacent to the selected parcel Total Count: 3 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip HORGAN, ELLEN %ROSIELLO, 55 DAVIS HILL WESTON,CT 116101 CAROL BARBARA MULLIN DRIVE 06883 C49338 116102 HOWARD,SANDRA 533 GUYASUTA RD PIffSBURGH, PA 20635/338 L 15215 116134 SWEENY,ALLEN 72 PINCKNEY ST#1 BOSTON, MA 11110/71 NEILIR 02114-4304 This list by itself does NOT constitute a certified fist of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 5/2/2012. 4ttly//66:203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=defau1t 5/2/2012 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X250950 . Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. . "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that.the information submitted in this application is true and accurate to the best of my knowledge." Applicants signature Date n U AIIIQ/�lO ill �� 2-012. Property Owners signature(if different than applicant) Date O, c /zxc y 2•'4 ?0/2 Agent's pio Ature(if applicable) Date CH91App.doc•Rev.6/06 Page 4 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X250950 Chapter 91 Waterways License Application - 310 CMR 9.00 Transmitta►No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ❑ Maintenance Dredging (include last dredge date & permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume (cubic yards) of material,to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other j4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev.6106 Page 5 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X250950 . Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Babara M. Rosiello Name of Applicant 60 Winfield Lane West Bay Osterville Project street address Waterway City/Town Description of use or change in use: License existing seasonal pier for recreational boating To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation,of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Barnstable Signature of Municipal Official Title City/Town CH91App.doc•Rev.6/06 Page 6 of 13 I Massachusetts Department of Environmental Protection Bureau of Resource Protection'-Waterways Regulation Program X250950 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Barbara M. Rosiello Applicant: Name of Applicant Section H should 60 Winfield Lane West Bay Osterville be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. License existing seasonal pier for recreational boating. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by the applicant to the municipal planning board." Printed Name of Municipal Official Date Barnstable Signature of Municipal Official Title City/Town Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. CH91App.doc•Rev.6/06 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X250950 Transmittal No. Chapter 91 Waterways License Application - 310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View ® PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border ® Format and dimensions conform to"Sample Plan" (attached) ® Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used ® Sheet number with total number in set on each sheet ® Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use, waterway and municipality] ® North arrow ® Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location ® Scale is stated &shown by graphic bar scale on each sheet ® initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar. Structures and Fill ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s) and or fill and the distance which they extend beyond MHW* or OHW* ❑ Change in Use of any structures on site must be stated *See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark. Note: DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for non-water dependent projects and projects covered by MEPA to address site design components such as visual access, landscaping & site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CHMpp.doc-Rev.6/06 Page 8 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X250950 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries ® Property lines, full black lines, , along with abutters' names and addresses ® Mean High Water(MHW)*or Ordinary High Water(OHW)*, full black line ® Mean Low Water(MLW)*, black dotted line, (.............) ❑ Historic MHW*or OHW* ❑ Historic MLW*(..._... _..._) ❑ State Harbor Lines, black dot-dash line (— . —. — . —)with indication of Chapter&Act establishing them (Ch. , Acts of) ® Reference datum is National Geodetic Vertical Datum (NGVD) or(NAVD). ® Floodplain Boundaries according to most recent FEMA maps ❑ Proposed & Existing Easements described in metes & bounds Water-Dependent Structures ® Distance from adjacent piers, ramps or floats (minimum distance of 25' from property line, where feasible) ❑ Distance from nearest opposite shoreline ❑ Distance from outside edge of any Navigable Channel ® Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from the Department, prior to issuance of the Chapter 91 Waterways License. CH91App.doc-Rev.6/06 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection Waterways Regulation Program X250950 . Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist Cont. c Reg i st ry Statement s-, 31/2 inche 5 inche r_j Lo cu s Map . First Sheet 0 nhy aD a 2114 inche 1 CD CD Sample Plan `b B112inche I ---3 3/4 inches Plan Accompany ing Petition of... _ D EP Stamp . First Sheet Only 39 " Border CHMpp.doc•Rev.6/06 Page 10 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X25o950 � Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include the following information: General View ❑ Submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on 8-1/2 inch X 11 inch paper. i ❑ A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ❑ A complete title block on each drawing submitted should identify the project and contain: the name of the waterway; name of the applicant; number of the sheet and total number of sheets in I the set; and the date the drawing was prepared. ❑ Use only dot shading, hatching, and dashed or dotted line to show or indicate particular features of the site on the drawings. ❑ If deemed appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ❑ North Arrow ❑ Locus Map ❑ Standard engineering scale. ❑ Distances from channel lines and structures if appropriate. ❑ Mean high water and mean low water shorelines (see definitions of"High Water Mark" and "Low Water Mark" at 310 CMR 9.02, C. 91 Regulations). . ❑ Dimensions of area proposed to be dredged.or excavated. ❑ Notation or indication of disposal site. ❑ Volume of proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic) high water(for projects lowering waters of Great Ponds). Section Views ❑ Existing bottom and bank profiles. ❑ Vertical and/or horizontal scales. ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure(for projects lowering waters of Great Ponds). CH91App.doc•Rev.6/06 Page 11 of 13 Massachusetts Department of Environmental Protection X�50950 . Bureau of Resource Protection -Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write "not applicable" (n/a) in that block. Please print or type all information provided on the form. Use black ink(blue in or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2" x 11" sheets of paper. ❑ Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan, the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR 9.34(2). ® Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application. For initial filing, meet the requirements of 310 CMR 9.11(2)(b)(3). ® Applicant Certification:All applications must be signed by"the landowner if other than the applicant. In lieu of the landowner's signature, the applicant may provide other evidence of legal authority to submit an application for the project site." If the project is entirely on land owned by.the Commonwealth (e.g. most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds), you may simply state this in lieu of the"landowner's signature". ® Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). ® Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. ® Final Order of Conditions: A copy of one of the following three documents is required with the filing of a General Waterways Application: (1)the'Final Order of Conditions (with accompanying plan) under the Wetlands Protection Act; (2) a final Determination of Applicability under that Act stating that an Order of Conditions its not required for the project; or(3) the Notice of Intent for the initial filing (if the project does not trigger review under MEPA. ❑ Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00, submit as appropriate: a copy of the Environmental Notification Form (ENF) and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report(EIR) and Certificate of the Secretary stating that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. Note: If the project is subject to MEPA,the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor". MEPA filing deadlines are the 15th and 30th of each month. CH91App.doc-Rev.6/06 Page 12 of 13 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x250950 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310 CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained. Projects involving dredging: ❑ The term "dredging" means the removal of materials including, but not limited to, rocks, bottom sediments, debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ' ® For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to the appropriate DEP regional office (please refer to Pg. 10 of the "Instructions"for the addresses of DEP Regional Offices). ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation.Program One Winter Street Boston, MA 02108 ® Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee"(please refer to Page 1 of the"Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application & Payment. Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 * Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you.qualify, check the box entitles"Hardship Request" on the Transmittal Form for Permit Application &Payment. See 310 CMR 4.04(3)(c) to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing .unauthorized structure or use. CHMpp.doc-Rev.6/06 Page 13 of 13 i I I j: w • :N CMA 10-99 Form 3 or ofE r•.++o r sE 3-217 5 1 .^ its a wo.ova t►UCA Commonwealt� ` t:+r To+* Barnstable of Massachuse,ts seen Horgan SUS .ti [Oder oi`Conditions Massachusetts Wetlands Protection Act G.L.c.131, §40 lOMI Oft.taAlutssAsi.: at-LAtif s. Aft = ]Mvil From Barnstable Conservation Commiaainn TO Ellen Carol Horgan Same (Nme of Appkant) (Name of property ownerl 60 Winfield Ln./Box 308 Address Osterville, U. , 02655 'AOdress Map Number 116 Lot Number 101 Tho Order .ra*wed and as follows: O by ttarnd delivery to applicant or representative on (datel � by certified mad,return receipt requested on November 15, 1990 (datel This project is located at 60 Winfield Lane, Osterville, MA. 02655 • The property is recorded at the Registry of Deeds in Barnstable Page -- Certificate(if registered) L.C.C. 33762A 493'j$ (Gcrti 'fie. e�I'I {,, The Notice of Intent for this project was filed on September 27, 1990 (Date) The public hearing was closed on November 06, 1990 (date) Findings The Unstable Con arvi ion r'^-4•■inn has reviewed the abOve'referenCed Nol ce of Intent and plans and has held a pubbc hearing on the of oject.Used 0n the nfomAtion available to the Commission at this time,the Commission has oetermned that the area Ott which the proMed work is to h dons+S"rvfrant 10 the foaowng interests in accordance wan the Presumtgns 01 Significance let forth in the regulations for each Area Subject to Protectw Under the Act(check as appropnste): D ❑ Public water supply 3M Flood control Land containing Shellfish O ❑ Private water supply +C�a Storm damage prevention Ftehenes ❑ Ground water supply U Prevention of pollution a Prot action of wildlife nabitat Total Fong'Fee Submitted $15 4.0 0 Stan Shw $6 4.5 0 Cfly/Town Share M fen in e:can of b2:) Tour Relunc pin g Olyfrown hrtpn 5 S q porupn S ARTICLs 27 Onlyt (Yl totaq M Mitzi) Public trust Rights ❑ Agriculture lrosion Control ❑ Aquaculture Recreational Q =istosio Aesthetic Effective 1 t/10/89 b•t _ /�� n /r t Itoid �� 3 3 74 2 -.4 i There!ore.theBarrstable COnservat:c: -;,rtty lines ft., ore tt..Ch.n �riCinv�•vr,a are r•ecessary.in accorcance wi:h Ire Performance Swcards se;fcr,., n trt rtyr.a.:-;s 10 crc:e-::�:se - t• ISIS checked above.The c�--� �� orces:r•a:a' w;rK ...... ,. in accordance with Said Conc:t:cns ano w.lh the NCtire of Intent rt:ertnCec alive To tr.e e,c;e ;!a;;r.e fc' lowing conditions modify or differ from the;:an$ s;ec:11catiens or otrtr prd;,o$a of Intent•the conditim shall ce^:rv-:. General Conditions 1. Failure 10 Comply with all conditions S131eC herein,and with a::re:ated$:at;;tes ar'C Otn,r rey;,'a:Ory meal. WAS.Shia be deemed Cause to revOKe Or MOC:fy thus Order. 2. Thd Order does not grant any property rights or any exclusive privileges:it dce S not autho►It any ryury 10 prrvala property or invasion of private nghts. 3. This Order does not rtueve the ptrmut!ea or any other person of the necessity of complying with as Other appficable federal.State or local Statutes,ordinances.by-laws or reyuta;:ors. 4. The work authorized hereunder snail to ccmpie:ed within three years from the Cate of this Order unless either of the following apply' (a; the work is a maihtenance dredg:ng prole::as provided for in the Act; or (b) the tune for Compietion has been ex:ence:to a s;.ecif;ed dale more than:nree years.C;;:less than Gveyears.from the dare of isslance sad t.;n ells,Cale and the special C:,'"mslances warranting IN extended time period are set fonh in Iris Order. 5. This Order may be extencea by the issuing authority for one or more periods of up to three years earn ugon ap;;nccstion to the issuing authority at lea:;30 days prior to the expiration Cate Cf the Order. 6. Any Muse a in connection with this pr„iec:snail to clean Iill,Contamins no Irasr,reuse.ruxish 0r de• Wis.including but not limited to lumber,bricKS. piaster,wire.lath,pacer,carc:carc. pipe.Ives.ashes. re'.riprtiors.motor vehicleS or part$of any of:he lorego:ng, 1. No worts snap be undertaken until ail acminisUll,ve apaeaf periods from this Orcer have elacseo or.it Such sit apMl has beer,filed. until all^roceec:n;s before the Department have aeon comcieted. 8. No work snail be uncenaKen until the Fm.ai OrCer has ceen recorcec in the Re;:stry of Deers or the lard Cour,for the 6stric:in wnicn the land is locate:.within the chain of I:Ile of the et ed;roCe'ty.to the Casa of recorcec lane.the Finai Omer sra:i als:oe nocec:n Vie Re;:slry s Gra-.;;,r;ncex u^car the rta"+e . Of the Owner of the land ucon whicn the prcocseo work is to be acne.In the case of registered land.the Final Order Sean also De noted on the land C:4n Comficre of Title of the owner Of the lano ucon which the Cr OOM worK,s 10 be done.The recora:ny!nicrmat.on snail be sucmit;ed a the C0--i-s s:per On the!orm at trio ono Of this Order prior to CCr'rnencemen1 of the wO.M. 9. A sign snail to Oulayeaesat the site not less than two square feet or mve than three square feet in size bearing the worgs."z �c�huset:s Ce-artman;o: Environmental Ouvty Eng•neer!ng. D Foie Numoer 10.Where the Dapanrment of Environmentai Cuuty Engmeering is reauesteo 10 maKe a ce:eMnauon and to issue a Sv2sr3e.ing Order,the Conserval;cn Commission shall be a parry to ail agency croceezr.n;s snd htarinss Wore the Deoanment. 11,uocn ccmpiet:on of the work descr:bec herein.the acolicam shall IOrthwith recuest in wri;;rg that a Ceni!Icate of Compliance be issued staling,rat the work has been sa"Slactordy Cornp:eteo. 12. The worx shall coniorm 10 the following C:ans ar.d speC:al Conditions. SPECIAL CONDITIONS -- HORGAN _- SE3-2175 Title: Site Plan Dated: November 08, 195h), revised Signed and striped by: Millias C. Nye, R.L.S. On file withs Barnstable Conservation Commission 367 Main Street, Hyannis, MA. 02601 I. Within one month of receipt of this Order of Conditions and to the ca*eencemant of any cork approvedprior number 8 (precedingcompli herein, General Ccx�dition Page) shall be .complied with. 2. ) It is the responsibility of the applicant, owner and/or successor(S) to ensure that all conditions of this Order are complied with. The project engineer and contractors are to be provided with a copy of this Order ar:j referenced documents before the commencement of construction. The foregoing condition shall not be construed to exempt Project contractors from responsibility for any work performed in deviation with provisions of the Order of Conditions or with the detail of the plans of record. _3• ) No boat shall be berthed at the existing pier such that it rests on the bottom at any law tide condition. 4. ) Poison ivy may be removed using from frequently used areas only Roundup herbicide. g. ) Spacing between deck plans shalI be no less than 1 6. ) Boats shall not be stored on the salt marsh. 7. ) The Conservation Commission,have a right of entry to inspect its employees, and its agents shall for compliance with :he provisions of the Order of Conditions. Q• ) At the completion of work,or by the expiration of the present permit, the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Where a proj completed in accordance with plans stamped by a reg isteredct^ ehas beer, engineer, architect, landscape architect or land surveyor, aawritten statement by such a professional person certifying substantial compliance with the plans and netting forth what deviation, if exists with the record Plans approved request for a Certificate of Compliance. co the Order shall accompany anythe, D O I 310 CMR.0.99 . t' Fwm 8 OEOE Fie No ! SE 3-2175 rl +' ft ae oro.Aea Dy OCOE I is >o I Commonwealth Q„f C!y To.. Barnstable ..j of MassacmuSellS I $TAM Horgan I wa • ,eto• . va Certificate of Compliance ! Massachusetts Wetlands Protection Act,G.L.c.131,§40 TO" OF BARNSTABLE ORDIYANCES, ARTICLE XXVII From Barnstable Conservation Commission lssuingAuthonty 60 Winfield Lane, Box 308 To Ellen Carol Horgan Osterville, 14A ' 02655 (Name) IAddressl May 24, 1991 Date of Issuance E! This Ceruflcate Is Issued for work regulated by an Order of Conditions issued to Ellen Carol Horq_an dated Nov. 15, 1990 and issued cy the Barnstable Conservation Commission 1. :X II Is hereby certified that the work regulated by the above-referenced Order of Conditions has been satisfactorily completed. 2, = It Is hereby certified that only the toliowmg portions of the work regulated by the above•refe,- enced Order of Conditions have been satisfactorily completed:(II the Certificate of Compliance does not Include the enure project.specify what ponions are included.) w 3. Z It is Hereby certified trial the work regulated by the 8boye-referenced Order of Conditions was never commenced The Order of Conditions has lapsed and Is therefore no longer valid.No future work subject to regulation under the Act may be commenced without filing a new Notice of Intent and receiving a new Order of Conditions. . IUwe space a�ankl .• I' i t 81 i Effective itlto,e9 t . � r i t� F t I t a This certd,cate snap be recoroed,n the Registry of Deeds o•the nand Court for the d1stnc:in which the land is toceleo The Order was o,,oinalty recorded on npr- 7, 19Q0 (date; at the Registry of Deeds .Book .Page Doc. 4518569 CTV 4FS3 5 The following conditions cf the Order shall Continue (Set forth any conditions contained!n the Final Order.suet.as maintenance or monitor.ng,winch are-to continue lot a longer pesod I 1) The pier may be maintained over time consistent with the record plan 8 Nov 90 and provisions of the Order of Conditions. 2) Special. Conditions 3 and 6 of the Order of Conditions shall cont.iriue over time. - Issued by Barnstable Conservation Cominisa_ion Signature(s) CL f When issued by the Conservation COmma,on th-s Cert,t-cate must be s,gned by a majority of,s members i On this 2 4 t h day of Ka Y 19 9 1 .before me personally appeared Eric St r a u s s to me known to oe flee person Cescribed N and who execu(ed the foregoing instrument and acknowledged that ne•she ei triad ` the sam $s his her free act and deed, `-r•• November 28, 1991 0tary Pu c My ccmm-ss-cn eyp-es Wuch on dolled .no end Mann to he_ Barnotable Conservation Commission I. • t. l.. I i 1 0 ti I3Y 1~ t I 4 . T SARNSTABLE PROPOSED SCHEDULE OF DRAWINGS { rIVIL DRAWINGS: •. ` J'�'/, `r t'S ,,� �• C1.0 SITE PLAN - WETLANDS PERMIT PLAN 21 STORAGE SHED f (BAXTER NYE ENGINEERING S SURVEYING) 1 FOR THE A2(•HIT FCTLIR DRAWINGS_ . TITLEE PAGE ALL FLOOR PLAN, ROOF PLAN, ARCH. SITE �. PLAN A2.0 ELEVATIONS . A3.0 BUILDING SECTIONS, DETAILS S at J A4.0 FOUNDATION PLAN, ROOF FRAMING PLAN, i ROSIELL,O ''RESIDENCE DETAILS GENERAL NOTES: I. ALL CONSTRUCTION REQUIRED OF THE CONTRACTORS _ BY THE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE GOVERNING I BUILDING CODE AND 05HA REGULATIONS, 6O {I V I 1�(�\�V F I E L D LANE E SUPPLEMENTED BY THE CONTRACT DOCUMENTS. 2.THE GOVERNING BUILDING CODE USED IN THE DESIGN \/A{/ 15 THE INTERNATIONAL RESIDENTIAL CODE 200-1 (IRC) WITH MASSACHUSETTS AMENDMENTS. ALL WORK OSTERVILLE/ MA 02 VF SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENEMEN TS OF THE TOWN OF BARNSTABLE BUILDING DEPARTMENT. 3.THE STRUCTURE HAS BEEN DESIGNED FOR EYP05URE C IN A 115 MPH WIND ZONE IN ACCORDANCE WITH THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO FAMILY DWELLINGS (WFCM)AS PERMITTED IN 'RC R301.2.1.1. 4.ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL, STRUCTURAL AND ALL _ RELATED DRAWINGS, AND SPECIFICATIONS. 5.ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH THE TM ( r AFFECTED PORTION OF THE WORK. 1 6.DO NOT SCALE DIMENSIONS OR ELEVATIONS FROM DRAWINGS. THE CONTRACTORS SHALL REQUEST, FROM «+a'� {, ! r V •} ' w- THE ARCHITECT, NECESSARY DIMENSIONS AND ELEVATIONS NOT 514OWN ON THE CONTRACT ` �¢*,.. .,T„,�s9.r 'a` Y•y' e tr DOCUMENTS. 7.UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY r--- r � �� `-•' t �"""�' �' . "r DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL �`{ ��"yPl �F � ,^`.-�„` �`Cr.••S ; t 51MILAR CONDITIONS. ,m,sy 1.#•: +2 `r.• �s +{ B.CONSTRUCTION PROCEDURES, BRACING, MEANS d t '-•�`"'^I '-: �a METHODS, AND SAFETY PRECAUTIONS ARE THE SOLE [ �+. / {T '_.t RESPONSIBILITY OF THE GENERAL CONTRACTOR OR � �. >u; 1E �I l ' '� '�• SUBCONTRACTOR DOING THE WORK. THESE DRAWINGS ARE REPRESENTATIVE OF THE COMPLETE BUILDING 'Sit' tt}#1 1 r I I Pti� a -i'4�' EEJ 'P �•Y' SYSTEM. { 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES, ANY ` rS, 3• PERMITTING AGENCIES, AND 'DIG-SAFE' (I-BBB-344-7233)AT LEAST 72 HOURS IN ADVANCE I•I .. I + k r,��''- = AI j�`' - OF ANY WORK THAT WILL REQUIRE EXCAVATION. it Cam' o No. 7789 YARMOUTHPORT, ARCHITECTS �qz2' FMP`'SPGS BUILDING CONTRACTOR BROWN LINDQUIST FENUCCIO & RABER AR HIT LAGADINOS BUILDING & DESIGN INC. 203 WILLOW STREET SUITE A YARMOUTHPORT,MA.02675 13 THANKFUL LANE COTUIT,MA.02635 TEL. (508)362-8382 FAX. (508)362-2828 TEL. (508)428-4097 FAX. (508)428-7709 ISSUED F O R ASSOCIATE DESIGN ARCHITECT CONSULTING CIVIL ENGINEERS PERMIT/ FREDERICK MATCHNEER ARCHITECTS BAXTER NYE ENGINEERING & SURVEYING CONSTRUCTION; 9 ELKAN ROAD LARCHMONT,NY 10538 78 NORTH STREET,3RD FLOOR,HYANNIS,MA.02601 j TEL. (914)834-7400 TEL. (508)771-7502 FAX. (508)771-7622 2. 1 r 2 0 1 6 I L egr Construction'NotesG fZ f' 3ti t'` I � _ BARTER NYE 1.PROPOSED FOUNDATION FOR SHED WELL BE CONCRETE SONGIM SUPPdtRNC CONCRETE GRADE BOWS ' - - - - Ary F�" r lD' '� 7 ?•• ENGINEERING & ' L AS PER DISCUSSIONS BEIREEN PROJECT ARCHIM AND THE BUILDNC COM10A7Q1'ER A 10 FOOT RFAR i~ `• : LOT EWE SETBACK WU BE AUDWID FOR THE PROPOSED SHED ONLY. SURVEYING z L 'r'�''+-:el9d �/� t 0." T Registered Professional Engineers �} . .�•a✓ •f II �� '� M1t �` t+v-�,.`'T and Land Surveyors U 0 ( 4 * ` 78 North Street- 3rd Floor �1 r- yY :'• gDY)I ltj�I,�N�6 -F� �' Hyannis,Massachusetts 02601 y LEGEND 1 sd't {5., '�-''I�Yno•;+ Phone- (508) 771-7502 2 F a Fox- (508) 771-7622 C30(D)-30'TREE CANOPY DIAMETER(DECIDUOUS) R jt 'F y�..A D{.,.�I +L,'t�°•: ".' www.boxter-nye.com - C8(C)- 8'TREE CANOPY DIAMETER(CONIFEROUS) LOCUS Map Scale: 17'=2000' STAMP STAMP n W' ET..RETAINING WALL ' p1 ref i• � XIS Z D PROPOSED EEO . FN ¢92 GI SHED STING SEPTIC SYSTEM INSTALLED ze,B PER PERMIT 82013-202 CONSULTANT c�;.a, ;� GENERAL NOTES °3l+ i `•.0• I.)THE INTENT OF THIS PLAN is TO mw PROPOSED wow AT Locus �E x 53(. `.0 r.((ti F4 `I /•"'�(' a 2)LOCUS AREA IS COMPRISED OF: CONSULTANT ASSESSORS NAP I I6 PARCEL 101 CB/OM RHD� --` � ;,�K•am(.$T i`C �(L,.-.�/ RAN BOOK IJO PACE27 COURT RAY 33762E it6 PAFCCL 102 CIERT/IGIE OF TIRE 943D DINZ S.v:Dfin NCW:.w• DRIVE S} APPl10WR 9ARWNN MUWN ROsmo AND Room RosaLo 55 GAY15 HILL PROPOSED MITIGATION AREA MESIW/,Cr O6BEJ. PREPARED FOR: f -1019 SF TO BE PLANTED / .'�Sq`� / t - ., •�.• \ E 3)PROJECT BDICHMVFX:fE/DII FOUND WITH LOW(2 Fr HT.) .'GD?/ +7c!E �\/,. I `x' EL,.NI(NGID29) Barbara Mullin Roaiello and NATIVE VEGETATION IN / - _J+ /t 'S-'.'• D6� ;� / {. ' CONSVLTATION N1TH STAFF/ . � I QD + A' rt � E.S. T\ • JUT �C7.3(R)r' •T 0J4� � rya d 1. + DWELLING \ f �} ' ):WING NfOR11ATIOH Robert Rosiello +'+ + I Ak')y 9 i' /" 7.1 9.`.• - ZONING DISTRICT:RF-1(Raidmtid) +++++: " \S;.\. r ^�-- - .' 55 Davis HM Drive <+} y w d�AP XiN (D Y I� MCURRENT YIXANN ZON7,120 REOWRDIEMS: Weston,CT 06883 \, '+'1fr-�- f` ; \\\ NUJ.LOT AREA a EI7. NON JURISDICTIONAL x9.; i�0.\ I Jc �`; �dt lP Yj'�� i •, j v)• ZONE py( 131) __ /+ MIX.LOT FRONTAGE=2O' / 6 Y ST(.TE d TOWN �Y f•. 'r li.'DO 1 °/ LNn.Lor moiN 12s' . Wl'/A_I iT0 STAL BANK Q 9.3 �F \. c S e. �/-„h •�--�'�JnE IE( FRONT YAI✓D-so' 90E d REAR YARD-IS'/Is' _`�- FLGuD 6 M1 ~: ss)n .e°a 6 = .;:1 1-.._l`•'��``t I JF�-r °/ OVEREAT DISYM :WOO,AP AND SEP / 3.9 •I � 4 + C1�1. y.. / R� �:H_ y.•/____ �• \// SUE Is NOT wawa THE RECREATIONAL sxEufTSH AREA AND slEIEFRII Ma PIER`' �* � L-;` ( 3D(c>,.= ;-« 1?� -�Oe' ,O y �' •P /'/ RELAY AREA Docx ovDlAr DlseEa. TREES' �,{". >w ! 7:8•.. /\ "AY' 9 1 % �" r^ A)E TREE OCESS W15 NOT MA PERFORMED FOR PE FO FIE i DEIBwBNED :ENCE /• ro$r0.Qs'ARr,A TRII:sFMLN 9Uu EE RRnAam Br WfRIs _ •�`- �' � �'� ';.l`Xij%.\ °B \ •Ee Frio / '.:. / \ .[/ EX.GRA55 PATIO AN C TIV 5Jc r;W'{ ,(�r ./_ k� \fy�:'�\L--,C J�''• 4� :g�// 6.)RE AMERY'LEE WMIATFON Fawn s EASED ON al9dm AYwaE REM \ \ LANDSCAPE TIMBERS•\ •) ".1 6.t.,! ! a r ^{a-_ D'n INFORMATION GL1YSbrWG OF MINIS AND OEIDS TO BE REMOVED ,�T.T \ I J't�. 1•"1 \ \�:\ \ - S/ Q o// FELD -• ''r�l L\•rP� Y\ I.` __•-_..i / FAAET POEFOR ID BY allM FEIGVIDBa SURVMG ON OOCfWEA124,OAND <,C `"-�-t,.GRANITE LANDING -- 6 MOVEI t 1,2011. BIUM LDCU i AND OFFSETS ARE FROM TRY BW.ffi {l( tj+o'i$`''��� ) ^l�� EXISTING STAIRS \��*'z /4a '''??? / \ 1 ^�- 4n \ 4 AND STONEWALL / .GI•\ .--;f, `y! .'may WEIEAYD OEIRIFA TOM BY WTUID FLMEL P.R.S. NF/A�2 WF/A-3 \ _ Le \ C_ TO BE REMOVED \, 51EPPING STONES t:. Ct5•(f•) LBLVTIMBER AND STONE PR / \ 4�0 7.) RE R000 INSURANCE RATE MAP DEFINES THIS AREA AS ZONE AE(EL 13)Ma 1E Is.IQ. y/! RETAINING WALLS RO s: [.``` r' MAP 116 PARCEL 101 `-n"" \ E? E 0� MIT OF i .�a�'�` / SCALED FROM 6E 99MWIOK fEMA"al WIORRDw NUMBER 25CON 0016 0. 3.5 \ TIi / l: 2.6 LAND COURT PLAN 33762E \ T,] xa? t` /�''yy�:r? jsc\ to �x.e ;_r 5sy___�.. WF�_6 e.) IImRONMEXru u�FORMAnon: 50,070 SO. FT. f /0 d' �' (AREA OF CRITICAL DMRONMENTAL CONCERN). x t.l ```\\.3.0 } \�{� / A / SIZE IS NOT wD10N AN A0EC \ 1.18 ACRES 1 \,. I A SITE 6 NOT WRMH AN AREA OF ESTIMATED HASMAT OF RARE W2DIBE PER AREA TO MEAN HIGH WATER a �A/• i (.1 A x N1ESP MAP JNZRRI'7,2016 tSaNRD WBEMIS EG FATE WIILl 10 - -- UPLAND AREA= 32,621-50. FT f.• WFy A-4^• x as' _ .. \ 49j�(\ 1...--1.'•.J/� /' ) L`1l--_.__�lt' A _. _ _ _ T ` - - - n21 USE WITH THE wwOwas PraiELTN1N'2T EEgRATKTa(3m Gw to}• _- \ •Dj MB }�I( PROPOSED MITIGATION AREA-31B Q?' fy/ -S •FIE DIES NOT WXTAM A RRIMBD 1TANIL POOL PER MNE59 I14°:IYAWw 7.20I6. w _.I CIE =:Y1SF TO BE PLANTED WITH LOW(2�- XS'..._g `' 'WR64D VOLWi P00.S' WF/A-S - \CB(f.) FT H^ NATIVE VEGETATION IN +/ .S- AY`� 4. LA.B`ISCA ED EA •FIE l5 NOT WIDEN A RE'OIIIY WdTAT PER RHES'MAP YNUARY 7.2016 Y r . CONSUUTATION�WITH STRIFE� 3 - ( YY' HABRAIS OF TINE SPEDW FOR F'EU4.5 WEDEA THE YAT54aI1SE/15 EN)W ERRED -• � 3o e SAUCES ACT.lEauTlas(321 Ow10} W C S r.I.I I +++ q •9fE IS NOT WAIN A SUIT Nn'POWD ZONE I LHVIRIO WATER REaWaE PROIECTAEI 20`y, I'!L f + .TIT. ++ c'O�� AREA O L 1p. ' NF�A-6 O ++ x4.8 +..� A. +n+$ . C) r g Ci _1 I A^ �++ Ar, ` - SSTE IS W.A ZWIE OF CWORIdn10t1 To A SALTWATER ESTUARY(BYd6TAB E MILK d D z-I,s x_0. - SOD /F- ++v /'I ` Wi 4 - 8.) UIttnY INFORMATION SHOWN HEREIN. �. PROMO MITIGATION AREA- �1 v �- xt.t z35 SF TO•BE PLANTEOSWItRZOw Q. / I FT HT�NATIVE VEGETATION IN �' / ED.4RS �( .THE CONTRACTOR SHILL CMIACT DIG SAFE(AT I-M-00-SAFE)A:0 UMUTY COMPAKES IO LOGTE CONSULTATION WITH STAFF 1 r I. B. ''i• \.. i T,/.. EXISTITINC STUMP ) Libf•(1T! ( ( - ALL DUNG UTBIIIES.AT IFASr 72 now PRIOR to THE START OF oo mcnaL THE LOCAHM OF O z-C.D WF/A-7 - ` _y )REE CUT DOWN _ y'Ti.iRBNT•'C I , DOSENC UNDER RCR/D FNiRASIRIIL77URE UIERI65.C".JTS MO LWET ARE SM"IN NFR0.DWIE ,.. -' -` ) (LOCATED I I-S-2012 :/•I - RAY OKY.MAY NOT BE DINED To THESE Fawn NOW AND FAME BOOKRFD am OX THE 12R�S' a :ry.6 r� /A-10 A /` L'-� I. AVALASE UTILITY RECM NOTED MRED'I.THE COMERAC CP AGREES to BE FULLY RMPORSRL FORBY AND ALL DAMAGES WHICH MKHT BE 0=9010 THE CONTRUCTINYS FALM TO LOCATE SAID qqq$ `q2 OF AW/WET ` /-"! 7 'V �--\-r-'�+t x 0-3 ANY INFRASTRUCTURE AND UBID6 CQCR E YY DOIOfIS Gf OM FROM PLAY NFORMAM THE F y •CO .� \ ' \ YyuC COKTRACTOR%V L"WRY DIE DIWRII2 NNEDCRLY FOR POSSIBLE RE CWL PITSWL 1 ,gq .y x0.9 = •', �. ..^x qj WF/A-9 r.T,t./n�h S'NG STUMPS - r-1.i y_EF6 "' /' ....... 1 ....W7•%A-8� /\_Y'�1A=1 CBIOH TND TR..ES GUT DOY.71 M TITLE V INSPECTION PREPARED BY .0..... ... ..._..... ...........• .. x 0.a" -../\✓ - 'JOSEPII PSEpRMACONBER d SON.INC.CENIDMUE,NA ON 7/25/06 AND PARE APPROXIMATE. /,')' RITE PATH v\ _ O n E +_.I.S '/, \ �• i�/�S;ll!Ed7"• ^� •A°PRUAMTE WATER SMVa SHOWN ON RAY nWM A STUN EWN'PED By RE Ex1ST'NC CtiLK % ) - o T n WEST BAY w/e-z a _ i/'' 1 r / •.• y C-0-IN WATER DwMDwP(TRACE GTE 4/1VO). x-1„S r-.0.9 CC?I'.Y' G L r // s"r NAP PREPARED 01/OLTOBEN T5,2011. THE URDEAGRDUND UNE IS FED FROM S+F ,� R A. •UNDERGROUND EEECRdC LINE SHOWN ON THIS FLAN IS APPROXIMATE PER NTT ElECI1IC BENCHMARK AT 1 V9 / Y q. POLE/1 I1/42-5,LOCATED NEAR tINFlDD LANE Na EFL TOYER ROAD Nw1SEC110N. 3 3 r:,.' •�� 7..9\ CB/OH.RID 1 ySA p MNW yRDE CW:• _ AND B A.PRIVATE SERA CE UNE FOR IIINFI D LANE AND W57 BE MARKED BY WC-SAFE - x EL 3.BI' 1 Tq�yGL Ay{;T FT %a NS ACTUAL CONNECTION TO HOUSE IS APPROXIMATE SINCE MAP DOES NOT SHOWN THE SUMCE O NCYD29 1 b apl.. S9 W \...: "'� WF/B-I y UNE FROM W1NFlElD LANE n n ry 2 I,O`'. 5 6819 D.E.P.File fI SE a3•5034 •CAS SERVICE SHOWN CY THIS RAN WAS TAKEN FROM A SKETCH PROMEDED BY RAN ONeL CRID AND SHEET TITLE . SHOVED `°XSIDEFtF11 APPROXIMATE PER>E$SHOWN FROM FRONT OF HOUSE .Wetlands Permit Plan . Order of COnditl s EApf-October 31.201E .YEMM NDICATES THAT CURRENT INFORMATION SHOWS TIUT MERE IS NO OONOUR DOWN WNFIEID LANE x-n.s CDNSERVATION NOTES: x-1.4 i e r-1 2 -0.5 `.'"�-.- 1 PHONOGRAPHS PRE SUBMmED TO CONSERVATION COMMISSION.BE DONE UNTIL FORMS A&6 ALONG MTH - 10 SHEET NO 2.LIMB OF WORK SFWIL CONSIST OF HAYBN.ES AND SILT FENCING•- _ TO 13E MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT C ■O x-1 3 3,A COPY.OF THE AS-BUILT FOUNDATION PLAN SHALL BE DELIVERED TO THE - 5 ..l.0 CONSERVATION COMMISSION. , DATE: 9/17/12 4.ALL ROOF LEADERS SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCHES. 20 0 20 40 x-O.d 5.A MITIGATION PLANTING PLAN SHALL BE PREPARED 1N CONSULTATION WITH CONSERVATION COMMISSION STAFF. SCALE IN FEET S CAL E:1'= 20. ORAWNIDESIGN BY:MIN CHECKED BY:MERE - JOB NO: 2011-060 CADD FILE: 20 I1-06a-WPP. II II I i I TA S�ZIP STRUC PANEL ERED AROh/T I \ �y•��c� Q�ULFEND • i•xb• ACTUAL PVC TRIM' DOOR AND YU FRAME SCHEDULE PNTD �. I I tCASI.1. EXTE DOOR SIZE ROUGH OPENING Swan DNUMBER Manufacturer Model 9 irection NOTES JItlit1 Height ThicknesS Rough Width Rough Height __- \ (�I Rogue Valley Panel Series -46613'-0" 7'-0" 13/4° 3'-3° 7'-I I/2' Left Insul glass,tempered (� N0. 7789DO 2 Rogue Valley Panel Series - 4661 4'-0" 7'-0° 13/4" W-3" T-1 1/2" NA Insul glass,tempered ` ` � x\ y MTHPORT,3 -- -- 3' ruieirir,ce ��DOOR NOTES: 111INTE Ix4I. DOOR SIZE INDICATED IS LEAF DIMENSION (OR p —4LEF ? .. BOTH LEAFS ON DOUBLE DOORS),Ixb ORIZ. d' MUNTINS 2. ALL GLAZED DOORS ARE TO HAVE TEMPERED EXT.JAMB DETAIL SINGLE GLASS. 5 Sale:r V-0' GLAZING, / 3. ALL DOORS TO BE PRIMED AND PAINTED, \ - ____ _______ I '6 9 31 TEMP.GL. / \ UNLESS NOTED OTHERWISE. — € 4. ALL DOOR HARDWARE AND FINISH TO BE LL I COORDINATED WITH OWNER. —1 LI1 b 5. CONTRACTOR TO VERIFY MANUFACTURER'S \ / RECOMMENDED ROUGH OPENING FOR ALL DOORS N PRIOR TO ROUGH FRAMING. - — —'...------` ----------------�----' / z B' THICK \ / ` / ;.. FLAT PANELS— 1.4 CEDAR CASING, 300 C. c C E LEFT MAT. s \ / \ �• Ixb HORIZ. CEDAR BDS INT.JAMB DETAIL DOOR I �2 10• i '■e 4 Sale:r=r-0 ARCHITECTURAL SITE PLAN to 6 ■e a State:1/B•=1'-0• 2-_0' ELECTRICAL SYMBOLS OF GROUND FAULT PROTECTED RECEPTACLE [RED WPC EXTERIOR HEAT14ERPROOF RECEPTACLE _ TO MATCCHRH A5ESHINGL 5 01 WALL SCONCE FIXTURE - W W Ln SURFACE MOUNTED LIGHT FIXTURLU E W i I I 1 m I z z 10 SINGLE POLE SWITCH 1 I - I ..�.. .., ,. .�.. W g o I I Q Q LINE OF ROOF III +I[!r '+• 3_'_x___'I__E__D______Z_________ IIIII IIiIII �s•a iIIIIII 1IIII IIIIIIII LINE OF ROOF N M T—J iiIiII <liII D—�R o —OP f1IIfIItI 1I I a CC/ ) EDGE ABOVE EDG ABOVE ' 7 LINE OF STRUCTURE O LU AOF RIDDORt BELOW F RIDGE,I DOOR W ING JAOED OPENNG L_SzQ L LU _ / O _ ____ LU O CQ CD W al O 10 LA � OI I O _LO _ NA ,_ P____ O STOiAGE2 STO AGE 2 3'x7' ASEDASED OLDWN,TYP. LAN AD,DETAIL FDN PLAN A D DETAILSIMPSON HOLD NTYP.OPETNG - TITLE: SEE FDN P SEE 4/A4.0 PROPOSED FLOOR PLAN, ROOF PLAN& STU GE 1 STOR�GE 1 ELECTRICAL PLAN, I 2 1 I I &DOOR SCHEDULE MARVIN CSMT o aD _ WINDOW, WA � O. WUCA2628, R.O. 27°W2H 27•Wx2Q'H DATE ISSUED: D A 02.01.201 6 COLLA I E A C V, TIP Wc ULOCATION A REVISIONS: _ OF RIDGE 0 FDGE e° OFR DRAWN BY: L—— ————— -- ————— — ———- 1WS PROJECT#:r OPEN R-12- .� DRAWING NO.: RED CEDAR CAP SHINGLES t0'-ar TO MATCH HOUSE A1 . 0 ELECTRICAL PLAN ROOF PLAN 1I FLOOR PLAN i sale:1/r=1'-0• Stale:1/2•-1'-0 L STH vy r - y!S�ERED ARCy/ �C�'�OYpVIL Fp C�C� CJ n U m No. 7789 w + 2 ARM iHPO Jy ra.o Ai.o P RED CEDAR OF • 4 2.2 GABLE DROP, SUPPLIED BY SHINGLE CAP, MATCH ----- OWNER, INSTALLED BY HOUSE CONTRSCTOR ' 1 Ix4 PVC RAKE TRIM, PAINTED 2xB FLY RAFTER, PAINTED m N - 12 RED CEDAR ROOF SHINGLES, CCQ" 7 1 I 200 PVC RAKE BEYOND, MATCH HOUSE COPPER DRIP CAP, __ —' PAINTED d6 TYPICAL AT ALL 0 g WINDOWS I DOORS '� — `� -- - - - 1.4 PAINTED PVC U \ FASCIA, PAINTED, U W EXT. LIGHT FIXTURE I MITER FASCIA TO RAKE ON Ix CEDAR LIGHT I TRIM @ GABLE FLY w BLOCK _ `' RAFTERo LL 0p I- 8 -I I 2x0 SHAPED RAFTER TAILS, �Z SEE ROOF FRAMING FOR �I\L�J����tJ���1 i'-2' SPACING NOTES z 2-0' �-t�' I 7' MARVIN C5MT WINDOW, Z PRE-STAINED RIR WHITE �� WUCA2025, R.O. 29'W x 28!VW Z g 5 \ 3p U C EXTERIOR LIGHT _ CEDAR SHINGLE SIDING, 5° SWITCH ON Ix CEDAR \ � EXP. W/WOVEN CORNERS, Y"x 6" ACTUAL m Q BLOCK _+_ _�_� MATCH HOUSE PAINTED PVC CASING ` 2x HISTORIC PVC SILL, �E g 0 b SEE DETAIL PROVIDE VERTICAL 12' WIDE ICE/ WATER SHIELD EACH _ PAINTED EXT. DIRECTION @WOVEN WIDE MICE 4 WATER DE VERTICAL 12° CORNERS-TYP. / _�, �.'-I.. WOOD DOOR SHIELD EACH i r _ Y."x b° ACTUAL � DIRECTION @ WOVEN ------ - PAINTED PVC CASING CORNERS-TYP. PE r i ' ------� -------� --------------- /-- --------------- I W I I 1 I I I I 1 I I I I = W � I I I I I I I I I I I I LINE OF CONC. co U W -0 I I I I I I I I I I I I 5014OTUBE FTGS W Z Z N - I I 1 I I I I I I I I I W fS O C) a O W J c Lu -J EAST ELEVATION c~n LL W SOUTH ELEVATION 4 Sole:1/2 O z 3 5o1e:1/2•.V-0 J J W z + Q (/) C) Lu A7.0 y na.o 0- 0 -O O 2x2 GABLE DROP, SUPPLIED BY 4 OWNER, INSTALLED BY CONTR5CTOR C -- --1 1.4 PVC RAKE TRIM, PAINTED I I 2x13 FLY RAFTER, PAINTED +2 COPPER DRIP CAP, 7 I I 2.10 PVC RAKE BEYOND, TYPICAL AT ALL PAINTED WINDOWS/ DOORS - -- RED CEDAR ROOF SHINGLES, MATCH HOUSE lid I Ix4 PAINTED PVC TITLE. 6. 4S I 1 1 FASCIA, PAINTED, MITER aa.0 I TRIM @FGABLE FL RAKE EXT. LIGHT FIXTURE ON Ix I _-- CEDAR LIGHT BLOCK RAFTER PROPOSED SEE ROOF SHAPED FRAMING FOR TAILS,RAFTER ELEVATIONS PRE-STAINED RIR WHITE \ CEDAR SHINGLE SIDING, 5° - SPACING NOTES EXP, W/WOVEN CORNERS, MATCH HOUSE PROVIDE VERTICAL 12' WIDE PROVIDE VERTICAL 4 WATER L 12° WIDE ICE I WATER / \ i SHIELD EACH DATE ISSUED: EXTERIOR LIGHT SHIELD EACH a_ _ DIRECTION @ WOVEN DIRECTION @ WOVEN \ / .�,CI_. BLOCK ON Ix CEDAR CORNERS-TYP. 02.01.2016 6 CORNERS-.... I C REVISIONS: PAINTED EXT. 6 \ / WOOD DOOR d \ / \ / y° x b'ACTUAL !—�- PAINTED PVC CASING a 6 I I I I I I DRAWN BY: � I I I 1 I I I I I I I I I I I I I I I I I I I I I I I PROJECT#: R 12 § I I I I 1 I I I I I I I I I I I I I I I I I DRAWING NO.: - L— �j b NORTH ELEVATION 1 WEST ELEVATION A2 :0 L 5 J r it L FE�,G Fcr CEDAR ROOF SHINGLESOVER NOTE, CEDAR ROOF SHINGLES BREATHERAR 2 O • ALL WORK SMALL BE W COMPLIANCE W THE OVER CEDAR BREATHER 4 COPPER DRIP EDGE U N - IHTERNATIGNAL RESIDENTIAL CODE 2.1(IRC)WITH FULL CO No. 7789 VERAGE ICE 4 I'-3' 0 MA59ACNUSETTS AMENDMENTS. WATER SHIELD SALT.WIM WOVEN P.T., R.C. TYP P T R.C. s a W • CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE 4 66 T4G V-GROOVE SHINGLE RIDGE CAP ROOF SHINGLES + CO COORDINATE W/DESIGNER PRIOR TO CONSTRUCTION. ROOF DECKING • CONTRACTOR TO VERIFY ALL BEARING LINES ARE ICE I WATER SHIELD O T.BENJAMINCEDAR LASING PVC HEAD RMOUTHPO0 A' RT, J CONTINUOUS 4 PROPERLY TRANSFERRED TO 1.10 PVC FRIEZE, PNTD, ON , TO�E B.S. BREATHBOYKE CEDAR CASING, EXTEND MA V'r FOUNDATION. IX CONT. BLKG, BEVEL TOP RING-SHANK NAILS BREATHER CASING TO B.O. F Q' TO FIT UNDERSIDE OF ROOF 14 GAUGE RED COPPER FULL COVERAGE ICE FRIEZE OF M 1X4 PVC RAKE TRIM, FLASHING 4 WATER MEMBRANE INT. FINISH, Ix DECK N PNTD 2.6 T4V-GROOVE 14ORIZ BOS TYPICeL ROOF .ISTR ACTION 2x8 FLY RAFTER, FIR, ROOF DECK CSn7 WINDOW RED CEDAR CORDDF SMIMGLES PNTD, W/SHAPED UNIT, MARVIN • BENJAMN-00DTKE CEDAR BREATHER RAFTER TAIL, SEE • KE 4 WATER SNIELD OVER ENTIRE ROOF DETAIL 5/A3.0 wUGA 2620� R.O. 2i4 T4G V-GROOVE ROOF DECK a 27'W x 28$'44 • 2x10 ROOF RAFTERS V IL'O.C.(U.N.O.)u/2.r, n DROP GABLE TRIM, m COLLAR TIES-SEE ROOF FRAMING AN 1 PNTD, SUPPLIED BY $ R N m • HURRICANE CUPS 0 EACH RAFTER-TOP PLATE p OWNER, INSTALLED ION-SEE BUILONG SECTIONS • 32'STRAP ANCHOR OVER RIDGE 0 EA.ROOF CONT. COPPER CONTRACTOR 5' SLOPE m COWECT RAFTER ), DRIP EDGE • RED CEDAR$MINGLE CAP 0 . Ir4 PVC FASCIA, COPPER GRIP EDGE 0 PNTD VARIES CUNT. SPACER z • C SILL/EXTERIOR WAU ASSEMBLY TOP PLATE SHAPED RAFTER ly, AS RED. L=ZL B 2rtNALL STUDS 0 14'O.0 - _ -_ TAIL FROM 2XIO CUSTOM PVC Ix4 CEDAR T FIR ROOF RAFTER SILL, PNTD, CA51NG ON INT. S2 U ZIP-SYSTEM WALL 511EATHIMG SYSTEM MATCH EXISTG LEFT NATURAL Z W ALL JOINTS TAPED HOUSE SILLS • PRE-STAINED R4R MATE CEDAR SHINGLE SIDING (FINISH,T.B.D),5'TO THE WEATHER �U a^ z� TTPI A F ATION CONSTRUCTION C C c • D'0 SONOTUBE FOOTINGS,4'-0'MIN.FROM FINISHED TYPICAL EAVE DETAIL GABLE DROP DETAIL RIDGE VENT DETAIL o WINDOW SECTION m a GRADE TO B.O.FOOTING 5 6 Scale:1 3/Y a 1'-0' Scale:1 1/2'=11MY 8 Scale:1 1/T=F-O' • 4'THICK CONC,SLAB W FIBERMESM REINFORCING. Scale:1 1(1'=t'-0' ■� O SLAB TO HAVE 12'0 x 12'W TURNED DOWN EDGE. (2)2x4 P.T.MUD SILL ON FOAM SILL SEALER/ WINDOW NOTE5: GASKET WITH r GALV.ANCMOR BOLTS TMRCUGM j'X I. WINDOW TO BE MARVIN ULTIMATE CASEMENT WOOD WINDOW, MAHOGANY, 9'x S'GALV•PLATE WASHERS(SEE BLOC. - FACTORY PRIMED.FINISH PAINTED IN THE FIELD. SECTIONS) 2. nUNTINS ARE TO BE ', SDL(SIMULATED DIVIDED LIGHT),GLASS 70 BE SINGLE GLAZED. 7-7' 3-7' 3. ALL WINDOW HARDWARE TO BE WHITE.OPERATORS TO BE FOLDING CRANK TYPE.WINDOW HARDWARE TO BE STAINLESS STEEL FOR COASTAL APPLICATION. 4• WINDOW TO BE PROVIDED WITH SCREEN W/WHITE ALUMINUM FRAME. ` RE CEDAR RIDGE CAPS 5. CONTRACTOR TO VERIFY ROUGH OPENINGS PRIOR TO ROUGH FRAMING. TC MATCH HOUSE 6, WINDOW AND DOORS ARE TO HAVE PRECUT AND IDENTIFIED;'LD%PLTWD PANELS AS WINDBORNE DEBRIS OPENING PROTECTION,PANELS SHALL BE 0 2.12 RIDGE BD PREDRILLED FOR FASTENER ANCHORAGE INTO THE FRAMING SURROUNDING L11 2.10 ROOF RAFTERS @ 16'O.C., FIR - LEFT TO RE CEDAR ROOF SHINGLES EACH OPENING AS PER IRC 2009. = W LLO n GO NATURAL, NO GRADE STAMPS ISIBLE TO MATCH HOUSE, ON CEDAR10 BR ATTER ON FULL COVERAGE LLI W IC a WATER SHIELD I LLu Qz C) U Jo 12 50 ID BLOCKING BETWEEN I C 0 Q G 7 _--------- AL RAFTERS, TYP. 12 O C W Lu 75 CONT.COPPER DRIP i ___________ 7 (n O EL J EDGE Ix4 CONT. PVC FASCIA D ZF.ING, LEFT TO GO ' W J > > T.O.PLATE_ T.O.PLATE _ _ -- -------- ELE (n W > Lv _y"�-�---- V(17,. 42') Q LEFT O GO T_O•FIAIE —( _ W O SHAPED RAFTER TAILS ELEV.(16.83') T N @ 32'O.C., PAINTED, I FRAMING P AN FO O O SEE FRAMING PLAN I COCK-TTON I ❑ GL FOR LOCATIONS 1.10 FREIZE, PVC PNTD, I I ❑ BLK OUT W/Ix8 I COPPER HEAD FLASHING I I 1xb HORIZ. EFTA R ON'4'x WDO TRIM STOARW/,ULLNA IUI U 5E I ENT RLINE F CASEMENT WINDOW----- I I @BOTTOM TYP. iDGE 4 DOO I CASED OPNG NOTE, —/ SEE SECTION 2/A3.0, 8 THIS SHEET, FOR I TITLE: /I%4 I TYPICAL MATERIALS AT FL C91 , EASE E E5, - INDICATIONS L R4R WHITE CEDAR SHINGLES, S.T.W.OVER W ZIP STSTEn SHEATHING W/ I I n BUILDING SECTIONS SEAMS TAPED I I &DETAILS 2.4 STUDS AT 16' O.C..-TYP, 4'T.CONC. LAB OPl G ADE W/ PC Y VAPOR 2.4 P.T. WOOD SILL BARRIER ON p'MIN, XX PACTED DATE ISSUED: ON SILL SEALER W/ 2 I 02.01.2016 ANCHOR BOLTS s I^ REVISIONS: T.O.$LAB _,II� — . ELEV.(9.6T)- `r----- n ---- ---- I, ELEV.(9.6T)- 6 G- I I I I I I I I I I I I I I I I I I I I I I DRAWN BY: TWS I I I I I I I I I I I I I I I I PROJECT#: y I I I I I I I I R-12- I I I I I I I I I 1 1 I L--- L--- DRAWING NO.: a • 2 BUILDING SECTION 1 BUILDING SECTION SWIe:7/A'=1-0' A3 . 0 B A Scale:3/4' L � Sr 2 X 4 STUDS AT 16'O.C. 2 X 4 STUDS'AT 16'O.C. • WOOD STRUCTURAL PANEL WOOD FRAMING NOTES: CONCRETE NOTES: E1RC WOOD STRUCTURAL PANEL SHEATHING 2 X 4 P.T.MUD SILL 1, ALL WD FRAME MEMBER CONSTRUCTION 5HALL BE IN ACCORDANCE W/THE I. ALL CONCRETE SHALL BE PROPORTIONED, MIXED 4 PLACED CONFORMING G\s y/f SHEATHING `�'GALV.ANCHOR BOLTS AT ON SILL SEALER RECOMMENDED PRACTICE OF THE AMERICAN FOREST 4 PAPER A550C. TO CURRENT AMERICAN CONCRETE INSTITUTE(ACI)301, 304, AND 30B <C. Q,VL FE F� 32'O.C.FRONT 4 REAR, 24' (AF4PA)NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION STANDARDS.THE FOLLOWING CONCRETE MIX DESIGNS SHALL BE USED. ' f�OQ HG�� p4x5'BENT, NDS. SIMPSON NDU4 HOLD DOWN, O.C.AT SIDES OF HOUSE ( ) GENERAL Ra STRUCTURALQ O INSTALLED PER MFR'S INSTRUCTIONS 2 PER FTG 2. ALL WD MEMBERS<PLYWD USED IN CONSTRUCTION OF THIS STRUCTURE (fOOTING51 ^ S THROUGH Ij'X 3'X 3'GALV. ( ) _ N W/1'dt THREADED ROD 24' PLATE WASHERS SHALL BE NEW MATERIAL.ALL WOOD SHALL BE FREE OF CRACKS, KNOT 2B DAY STRENGTH MIN 3,000 PSI C1 U H HOLES, NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. COARSE AGGREGATE(MAX) j' I a No. 7789 '- 2 X 4 P.T.MUD SILL 3. WD FRAMING SIZES,VERT.FRAMING, HORIZ. FRAMING, FIRESTOPS AIR ENTRAINMENT 65(31S) 2� ON SILL SEALER I ANCHORAGE, FURRING 4 CONNECTERS NOT SHOWN ON DOCUMENTS SHALL EXTERIOR SLAB ON GRAD RMOUTHPORT, J BE PER IRC MINIMUM REQUIREMENTS. 2B DAY STRENGTH(MIN) 4,000 PSI t TURNED DOWN SLAB -- -- _.-__ - 4. ALL WD.MEMBERS USED FOR EXT.CONSTRUCTION OR IN CONTACT W/ COARSE AGGREGATE(MAX) g' MA 4r I' c d ���a d CONCRETE(SILL PLATES)SHALL BE PRESERVATIVE TREATED(PT) AIR ENTRAINMENT 61(31S) EDGE IJ __ o II LUMBER.WATER-BORNE PRESERVATIVES SHALL BE USED AND LUMBER SLUMP 5'(31') H OF • 'Q II II d - ,c SHALL BE TREATED IN ACCORDANCE W/AWPA UI AND USE CATEGORY CONSISTENT W/THE PROP05ED MEMBER USES AS FOLLOW5. 2. USE OF ADDITIVES 5HALL BE AT THE OPTION OF THE CONTRACTOR 4,T CONC SLAB ON ��//�//�//\//\ A.UG2� INTERIOR POTEN7IALY DAMP LOCATIONS SUBJECT TO THE APPROVAL OF THE ARCHTECT/ENGINEER.FOLLOW THE GRADE W/FIBERMESH \�/\�/\�/�\/\\/ /\/ B:UC3B. EXTERIOR NOT IN CONTACT WITH GROUND RECOMMENDATIONS OF THE MFR. FOR THE PROPER USE OF ADDITIVES. r / 6 MIL POLY VAPOR /\�//\�//\�//\�//\�\�// C�UC4A� EXTERIOR IN CONTACT W/GROUND THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS w m \�/�Z II BARRIER ON g'MIN. T 5. ALL FASTENERS 4 CONNECTORS IN CONTACT W/PT LUMBER SHALL BE 5HALL NOT BE PERMITTED. - n THREADED COUPLING /�/ II COMPACTED GRAVEL SIMPSON 5THDIORJ STRAP /> HOT-DIP, ZINC COATED GALV.STEEL OR STAINLESS STEEL AND BE 3. CONCRETE SLAB 5HALL BE PITCH TO DRAIN TOWARD DOOR OPENINGS AND TIE DOWN, NAILED T /\� INSTALLED IN ACCORDANCE W/MANUFACTURER'S RECOMMENDATIONS. RECEIVE STEEL TROWEL FINISH. g? SIMP50N SSTBIG ANCHOR LT (JACK ID CI hQ�DNSAI / //�\/ I'-0'%� ±B' 6. ALL WD STUDS AND BEAMS SHALL BE MINIMUM e2 HEM-FIR OR a2 °� x �/1/\/\/,(� 4'T.CONC.SLAB ON SPRUCE-PINE-FIR(SPF)OR BETTER.ALL RAFTERS SHALL BE MINIMUM 92 O GRADE W/FIBERMESH ENCY IN ACCORDANCE ON THE GRADE MARK 6 MIL POLY VAPOR OR AN APPROVED LUMBER TESTING OR GRADING AGEN FIR OR BETTER.ALL LUMBER SHALL BE STAMPED U %�\/ II I I BARRIER ON 6'MIN. W/DOC.PS-20. FINGER JOINTED LUMBER 5HALL NOT BE PERMITTED. c / II: NOTES GRADE MARKS SHALL BE NOT BE VISIBLE AS MUCH AS PRACTICAL o I I COMPACTED GRAVEL w � IC2�SONOTUBE C.FTG. I i ON EXPOSED ROOF RAFTERS. =U _ -12'0 SONOTUBE Z CONC.FTG.,BEYOND O 0 mw, 'B 8 TYP. DETAIL @ CORNER HOLDDOWNS TYP. DETAIL @ OPENING HOLDDOWNS 4 Sole:3/4.V-0' Sole:3/4'=V-0' I 61j' 2 8' 3 6' 2 0' 2x8 FLY RAFTER W/ Q 2x2 GABLE OOP II'-0' W L0 V-2' = w L W5P WALL SHEATHING NOTES: I \ Lu Z Z CV WSP WALL SHEATHING TO BE MIN J'THICK AND INSTALLED AS FOLLOWS FOR SHEAR AND UPLIFT T. RESISTANCE: --' -- W O I. PANELS TO BE INSTALLED WITH THE LONG AXIS PARALLEL TO THE STUDS. _____ _ _ I�--�={ X Q Q 2. ALL HORIZONTAL SEAMS SHALL BE OVER AND NAILED TO MIN.2 X BLOCKING. y r/ `, / 0 N Q 3. HORIZONTAL NAIL SPACING AT WALL TOP PLATES, RIM BOARDS, SILL PLATES AND HEADERS 5HALL 2x6 COLLAR I r , I O W .J G BE A DOUBLE ROW OF Od STAGGERED AT 3'O.C. ~ C W TIES AT 32' O.C. I m 6' I 5'-2' I I 6' C/� O U_ W NOTE o J Z �_ ALL SIMPSON C522 SHOWN TO � J Aa.o I 12.0' OTUBE' A3a W W / BE FASTENED WITH(0)gd IM p U (n _ LY COMMON NAILS EACH SIDE OF RRICANE ClI , 1 PER EA. w I I FOOTI G5, WALL,TYPICAL AFTER, 51M 142.5A I I TYP. Nit, I 'x'SIMPSON C522 OVER TOP OF °C (fl. I I I OONONHEADER AND 9'ONTO STUDS m '0R I O EACH SIDE OF WALL,TYPICAL 2xB FLY RAFTER W/ ii, _ - T• AT ALL WINDOWS 2x2 GABLE DROP I tx, ry I II I O n SIMPSON NDU4 HOLD I m� CLOWN 0 EA FTG, SEE II I N O J II DOUBLE TOP PLATE FLOOR PLAN FOR r i LOCATIONS 1I I V Q I J IITT' TITLE: • 2x6 COLLAR TIES = I I AT 32'O.C.— m I m b' 4'-10' �0 4'-2I ° 6 FOUNDATION PLAN, el w90 ROOF FRAM IN G m PLAN&u UBE' WINDOW OR DOOR H ER u FOOTINGS, TYP. STRUCTURAL DETAILS JACK STU AND(2)KING ZWINDOW OR JD AT S AND Q DOOR I DOWS EXCI F T AS NOTED - Q 2•. § 4'T. CONC. SLAB W/ 12' ,- OPENINGS CT4ERWI5E Ol, PLAN H N g m I 1 TURNED DOWN EDGE 0 III�I tII,I � b. DATE ISSUED:w ry ry PERIMETER, TYP. 02.01.2016 E REVISIONS: PSON ST IORJ STRAP L -___-- LD DOWN, AILED TO J K 4 KING TUD5 W/(16) '- -- A- 16, COMMON ILS, SEE A<,O DETAIL S/A]l THIS SHEET I / \ T.O. I \I ,`3• DRAWN BY: SLAB - - TINS __________________ __ __{.________ ___ I'-6S' S'-O' S'-°' 3'-0• II 0' PROJECT#: y I 0 I r 2x8 FLY RAFTER W/ 2.2 GABLE DROP DRAWING NO.: 3 CONC Lew W/TURNED DOWN . LAYOUT ROOF RAFTERS FOR�PROPER EDGE y LOCATION OF RAFTER TAILS �E 3 FOUNDATION FOOTING PLAN A4 . 0 WINDOW&DOOR HOLDDOWN UPLIFT DETAIL Z ROOF FRAMING PLAN 1 �y5 Sole:3/4'=i'-0' Sole:1!Y=1'-0' Sole:1/2'=1'-0' �§ l_ L I • I CERTIFY THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTER D LAND SURVEYOR s� FFr W. BAY RD �"4►'i % WEST BA �S �P� ur8 WF/B-6 c S�pC0 114 WF/B-5 POND O NECK POND LOCUS MAP ES N.T.S. p00 21 i' / , WF/B-3 SHEET 1 OF 3 BARBARA M. ROSIELLO •o ' LP /B-2 APRIL 26, 2012 O ,�S9F PLAN VIEW / O �NA WF1 B-1 SCALE: 1" = 60' / 0 /A o _W A A- o 8c TOWN `1111F A-1 TREESSTA�TE _ �t Cpp,STAL BANK �;;, W WF/A-3 1 "F/A-7 WF A-5 I -' o 0 WF/A-2 �.: 11 W QQ W WF/A-4 WF/A-6 � �� y� m O Q v u-N o a 3 MAP 116 PARCEL 101 a Z Z No GRASS LAND COURT PLAN 33762A ,n Z 0-EDGE OF o, 50,070 SO. FT. t HIGH 1.15 ACRES f a OBSA 02^ 168t WRACK LINE k AREA TO MEAN HIGH WATER k (° IVYMj; ,ry X.� Xco cb D ,EDGE a• „) � •^' k � k'�' OBSER 10/2 2175) WA�2.pp P k h h h EXISl1NG DOCK (SE 3 o o °' �' ry r ry (V oJ, c `V o o co °` ^� (o P�ZH Of Njgss n�yC Q) ry S STEPHEN y� N Cb CO 4 //^� //^i /"Y N N (IV' S L m o e BAY X X h �� No.30216 WES, i � 94,EGIST plUNGS ppCK � �� �� �M k� 4`SS�OIVAI ENS'\ FLOA Z u/Z PLANS ACCOMPANYING PETITION OF BARBARA M. ROSIELLO EXISTING DOCK 60 WINFIELD LANE OSTERVILLE, MA 02655 COUNTY OF BARNSTABLE, MASSACHUSETTS APRIL 26; 2012 100—YEAR FLOOD A-13; EL = 12.0' & V-17; EL. 14.0 (NGVD29) ELEVATION DATUM AS NOTED 0:\2011\2011-060\CIVIL\plot\2011-060ARM Y-C HAP91.dwg O STAIRS FOR LATERAL ACCESS : 6 BAYS @6 10 BAYS @8' DOCK EL. = 4.7' M.H.W. = 2.6' . . . . . . . . . . . . . . . . M.L.W. = 0.0' DETAIL A—A EXISTING BOTTOM o EDGE OF :WATER (10/24/11) o • PROFILE OF. PROPOSED DOCK N O �, o SCALE: 1 " = 20' co >D = s m �I,'�jp .Z7;u m O - N . N:j, r D m Z N m O O 41 O N 0 0 Cr`2 Z a N m (rl F 7 n v a i SHEET 3 OF 3 BARBARA M. ROSIELLO APRIL 26, 2012 OUTSIDE. 2.7' 2" X 4" HANDRAIL RAIL EL. = 7.4' 2.7' (2) 2" X 12" DECK PLANKS DECK EL. = 4.7 2"X 6" SUPPORT M.H.W. EL. = 2.6 M.L.W. EL. = 0.0 v\H OF Mgss9c TEPHEN �N y No.30216 A�O,c9�GISTEP�� s Z/2010 DETAIL A-A D E T A I L N.T.S. 0 1 2 6m NEW SCALE: 1" = 1' 0:\2011\2011-060\CIVIL\plot\2011-060ARMY-C HAP91.dwg 0 FOUNDATION CERTIFICATION PLAN ' Prepared For : Robert Rosiello & Barbara Mullin Rosiello 60 Winfield Lane, Osterville, MA Assessor's Map: 116 Lot: 101 Baxter Nye Engineering & Surveying Community Panel Number 250001 0757 J Effective Date: 07/16/2014 Registered Professional F.I.R.M. Map Zones: VE (EL. 14), AE (EL. 13) Engineers and Land Surveyors Plan Reference: Land Court Plan 33762 A 78 North Street, 3rd Floor Certificate of Title: #196,327* Hyannis, MA 02601 Phone — (508) 771-7502 Fax — (508)-771-7622 Job Number: 2011-060 Scale : 1" = 40' Date : 10-09-2014 D.E.P. File Number. SE 3-5034 1 ® M z 4, MAP 116 PARCEL 102 U w -0 SANDRA/HOWARD of LINE O �y� o �� pPPR pE �El 13 z / �O� CFO FLOW Zo�VE (EL A 4) 000 ZONE g�Al RM otic / P ce (ob 06 s> 9� / acq aG�o�ti WF/A-2 WF/A-3 I O�o�j0 6 WF/B-6 WF/A-4 0- WF/A-501 ^� m F \O0 � 9�y WF/A-6 J` o WF/13-4 ?� O >>� `J'J► mod` WF/A-7 ,3 WF/B-3 wrr oy� WF/A-8 WF/A-11 ,� J -P o' �`� WF/B-2 WEST BAY1�419 CPOQ'�, Ns N 0' COAN FM 2 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK ��OFf.1W REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. q� o S ENE THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. o MALLON No.48687 q P IvI1/151 lei, su a REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE r ` ��9 ARo( Ni �oQpvL FENGc�Fo� TOWN eqRNsTtBLE PROPOSED � � N0. 7729 YARMOUTHPORT, ZJ 1111 11L 3 E NftERATIONS' � MA C) DIVISJO!tj FOR ROSIELLO RESIDENCE. 60 WINFIELD LANE OSTERVILLE, MA 02655 SMOKE DETECTORS REVIEWED rz- BAR STABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ARCHITECTS BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. 203 WILLOW STREET SUITE A YARMOUTH PORT,MA.02675 TEL. (508)362-8382 FAX. (508)362-2828 0 - . BUILDER O O T � 1 G � LAGADINOS BUILDING & DESIGN INC. 13 THANKFUL LANE COTUIT,MA.02635. TEL. (508)428-4097 FAX. (508)428-7709 STRUCTURAL ENGINEER CONSULTING STRUCTURAL ENGINEER, INC. ISSUED FOR 53 KNOX TRAIL,SUITE 201,ACTON,MA.01720 TEL. (978)866-8354 BUILDING PERMIT 6. 18.2013 - r ��oQP�L FEyGc�c� _ (N C. U d N0. 77=9 w RMOUTIiPORT• j ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS ti MA SPo - � TH OF � AB . ANCHOR BOLT NGT. HEIGHT A.F_F. ABOVE FINISH FLOOR H.M. HOLLOW METAL TI TITLE SHEET ACT. ACOUSTICAL TILE INSUL. INSULATION NORTH ARROW AA PROJECT DATA SHEET ALUM ALUMINUM INT, INTERIOR f ARCHITECTURAL DRAWINGS ANOD ANODIZED JT, JOINT C r SECTION INDICATOR IXI.I IXISTING FIRST t SECOND FLOOR PLANS @ AT LAG. LAG BOLT IXI.2 EXISTING ROOF PLAN 9 LETTER IN TOP HALF OF CIRCLE DI.I FIRST 6-5ECOND FLOOR DEMOLITION PLANS BSMT BASEMENT LAM. LAMINATE A INDICATES THE SPECIFIC SECTION, < NOTES 99 BIT BITUMINOUS LAV. LAVATORY �'1 THE NUMBER AND LETTER IN THE DI.2 ROOF DEMOLITION PLAN R�E L. LENGTH BOTTOM HALF INDICATES THE DWG. D2.1 DEMOLITION ELEVATIONS U BLK BLOCK D22 DEMOLITION ELEVATIONS BLKG BLOCKING L. MANUFACTURER No. WHICH THE SECTION APPEARS LL AI.1 PROPOSED FIRST t SECOND FLOOR PLANS Z BOTT BOTTOM M.O. MASONRY OPENING + 45.5 NEW SPOT ELEVATION AI,2 PROP05ED ROOF PLAN LL �- B.O.W EXISTING PROPOSED ELEVATIONS BOTTOM OF WALL MAT. MATERIAL 45.5E ISTING SPOT ELEVATION h A2.2 PROPOSED ELEVATIONS �(j BM BEAM MAX. MAXIMUM 45 NEW CONTOURS A3.0 BUILDING SECTIONS m Z BLDG BUILDING MECH. MECHANICAL A4.0 WALL SECTIONS t DETAILS p CPT CARPET MIN. MINIMUM ----i 45 EXISTING CONTOUR A9.0 DOOR t WINDOW SCHEDULES t DETAILS J U a a C5MT CASEMENT MTD. MOUNTED LEVEL LINE OR WORKING POINT STRUCTURAL DRAWINGS Z t 5 CK CAULK(ING) NO, NUMBER �� COLUMN COORDINATES t REFERENCE 5p l STRUCTURAL NOTES t SPECIFICATIONS O c m `J GRID LINES ixI ' CLG CEILING NOM, NOMINAL 51.0 FOUNDATION PLAN m Q �+ CLOS CLOSET N.I.C. NOT IN CONTRACT 101 ROOM NUMBER 52.1 FIRST FLOOR FRAMING PLAN O 52.2 SECOND FLOOR FRAMING PLAN COL COLUMN N.T.5. NOT TO SCALE DOOR NUMBER 52.3 SECOND FLOOR CEILING FRAMING PLAN ■� 8 CONG CONCRETE O.C. ON CENTER S2.4 ROOF FRAMING PLAN OA WINDOW TYPE 53.1 FIRST FLOOR STUD LAYOUT t BRACING PLAN • CMU CONCRETE MA50NRY UNIT OH. OVERHEAD ON5T CONSTRUCTION OPNG. OPENING o— WALL TYPE 53.2 SECOND FLOOR STUD LAYOUT 6 BRACING PLAN C CONT CONTINUOUS PNT. PAINT CJ CONTROL./CON5TR. JOINT PTD, PAINTED 4 INTERIOR ELEVATION NUMBERS CT5K COUNTERSUNK PNL. PANEL INDICATE ELEVATION NUMBER t B A6.1 6 LETTER INDICATES THE DRAWING W DET DETAIL PART. PARTITION WHERE THE ELEVATIONS ARE DIA DIAMETER PL. PLATE 7 LOCATED DIM DIMENSION PLA5. PLASTER Qj REVISION MARK O W DR DOOR P•LAM, PLASTIC LAMINATE N / Y W L0 DH DOUBLEHUNG PLBG. PLUMBING V - DRWR DRAWER PLYWD PLYWOOD �,; CONCRETE - PLAN OR SECTION O W O DWG(S) DRAWING(5) P.T. PRESSURE TREATED im �_ Q BRICK - PLANS OR SECTIONS DF DRINKING FOUNTAIN Q.T. QUARRY TILE Q N DW DISHWASHER RAD. RADIUS CONCRETE BLOCK PLANS OR I Ly W J ELEC ELECTRIC(AL) REO'D REQUIRED SECTIONS Lu C LW—L LLI _. _ EL. ELEVATION REF. REFIGERATOR PLYWOOD Q I z_ J ELEV. ELEVATOR REV. REVISIONS ® STEEL, LARGE SCALE J ; EMER. EMERGENCY PRE-STAINED RtR REBUTTED ® 0 EQ. EQUAL < REJOINED ROUGH LUMBER O O 0 N EXI5T EXISTING R. RI5ER ® FINISH LUMBER _ OR ECG. R.D. ROOF DRAIN Q- O E.J. EXPANSION JOINT RM. ROOM INSULATION - RIGID DRAWINGS ARE O EXP. EXPOSED/EXPOSURE R.O. ROUGH OPENING INSULATION - BATT REPRESENTATIONAL ONLY EXT. EXTERIOR SECT. SECTION DO NOT SCALE FIN. FINISHED 5CHED• SCHEDULE EARTH DRAWINGS F,A. FIRE ALARM SPEC. SPECIFICATIONS COMPACT GRAVEL F.B.O. FURNISHED BY OWNER 5L_ SIDELIGHT F.E. FIRE EXTINGUISHER STD. STANDARD ■ WELDED WIRE ME514 FL_ FLOORING) 5tP SHELF#POLE — TITLE: — — PROPERTY LINE FLUOR. FLUORESCENT 5TL. STEEL FT. FOOT SU5P. SUSPENDED ----- CENTER LINE FTG. FOOTING THK. THICK PROJECT DATA FND. FOUNDATION TtB. TOPtBOTTOM FURR. FURRED(ING) T#G TONGUE#GROOVE SHEET GAS T..F. TOP OF FOUNDATION GALV. GALVANIZED T..W. TOP OF WALL G.G. GENERAL CONTRACTOR T. .TREAD GL. GLA55/GLAZING TYP, TYPICAL DALE SUED: GR. GRADING UNFIN. UNFINISHED - 06.18.2013 GWB. GYPSUM BOARD V.I.F. VERIFY IN FIELD REVISIONS: HDBD HARDBOARD VIN. VINYL HDWD. HARDWOOD VCT. VINYL COMPOSITION . HVAC. HEATING, VENTILATING, t TILE AIR CONDITIONING VWC. VINYL WALL COVERING HDWR. HARDWARE WC. WATER CLOSET W. WIDE/WIDTH W/ WITH W/O WITHOUT JG DRAWN BY: W.W_M. WELDED WIRE MESH WD. WOOD PROJECT#: R12 DRAWING NO.: V L = TYPICAL SYSTBA PROFLF BAITER NYE O UMIE AHPIM COP OF wr TO BC ALE Far BUSH f10011_ ENGINEERING& I6JO „„�_ a, SURVEYING =' SR A 1FAST OWE Lr+9HaE IRNE• SD MARE nVic a OOMR TO WMI r OF IEBH WOE WSHIa A Was GUAM 9W1 BE..7 m rt v9u IF t713DOW 9ED FNNt GRADE OVER Ir.00 NC TR00 A FTa 1-9 10 ,aD'S1ryac a!Tioe Registered Professional Engineers -, WNW- qpm GRADE, FD 01EA�_ IaO FIRM OE BAIT a DOE a75 CMVA nu. 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S1alE B4Y >zMID x-,,:_•c r TWINGE �. v AST"Q`Ir4s - •""�:e•- slat tMSE ... :•: DBIRIE19 NBOX UMME SOLS 911w M PFA5IOE DLV Ltv •� /y Jcr �� OF SAS).SNAIL B.ROAMED TO THE T;MORROW AT GALLON 91aET 00-1(w)OR WQ NORM-SIX OWGINC ION MOTE � I� $LOFT A-ticW®W Ea9L m BE @GVUDD ON A LM SaBE IM E /!IEIFLR M BE RBNUD ON A LDQ SME GVE (' OrgA@WA.LEY-Lit- SMOG DML TO BE aafEVED A CLMED MOLVILAr / 4 No.amie I-� 10• MTER a Rw�u0 COD.ROR EL w611 IIII I wiD1 AS 9aaw a tDK ROOD N6RL3 M �'®MBE wpm y�• -�ranal l:G• 1. FlNtSFIFD CRATE , OMAO CUG a as wwr Cam Of OCNI S IY 9m Tee v rL ow■n we an) S-7-?0/3 mTrow Im RA6 o-}S a o-ss :a 3/4•-1-1/2' 36•�.-9 IN• � '�� MOM TOP OF CHAMBER CONSULTANT "i WASHED SiON 2"LAYER DOUSE WASHED PIPE INVERT Mrs STONE 1/8•TO 1/2- _ aODFRGER IQDOD(OR mML) cl' LWAAG 0PIA®AT 3/4•TO 1-1/2• I.6 FT DOUBLE WASHED EFFECRIVE I, ri D6r.LINE 04(M.) STONE v o DFPf1O o- FELD910 C WAIL WITH BARBS CONSULTANT 25' 25' I m O�'TAIL F-3.61 ze' za•� �♦� �� NOT TO SCALE NOT 70 SCALE PREPARED FOR: ADS-BIODIFTUSER 140OBD(OR EQUAL) ,. INT� LAYUP LENGTH 76•PER UNIT VARMICES Barbara Ml��R081�O 8� CONSTRXIM ny iiFYIYR.+C�.7.' Robert RosieW 1.ALL SYSTEM COMPONENTS SHALL BE INSTALLED W ACCORDANCE WITH TILE V'OF THE STATE SAMITARY CODE DATED APRIL 21.2006.AS AMENDIED THROUGH THE DATE OF THIS PLAN.s ANY LOCAL RULES't REGULATIONS APPUCIBLC TITLE V SECTION 15,211:MINIMUM SETBACK D)STANCFS 55 Dst HE Df1Ye 2.ANY CHANGE TO THIS PLAN MUST BE APPROVED IN MATING By THE EMON ER.ELEVATION WORWDON MUST NOT DE QWlGFD WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER CELLAR OR CRAWL SPACE WALL FROM SAS,REQUIRED-20•.PROVIDED- 14.93'(5.Or REDUCTION) Weston,CT. 06883 !. 3.WHEN C016TRUCIION IS COMPLETED.PRIOR TO BACKFlWNC,NOTIFY THE BOARD OF HEALTH AGENT AND E100IVER FOR w5PEL7101;1 PROPFRTI'DYNE 10 SAS REQUIRED-10.PROVIDED-59(4.1'REDIIC'TpN) . 4.ALL SANITARY DEPOSAL SYSTEM PIPING TO BE 4'SN HM&E 40 PVQ UNLESS-OTHERWISE NOTED HERSK CELLAR OR CRAWL SPACE WALL FROM SEPTIC TANK REWWfD- 10'.PROVIDED=7•(S REDUCTION) 5.EXCAVATE UNSUITABLE MATERIAL TO THE'C HORIZON'.FOR A HORIZ DISTANCE OF 5•SURROUNOOIG THE LEACHING FIELD,AND RU ACE WTN CLEAR SAND PER 310 CUR 1S255 TO THE TOP ELEVATION OF THE SAS. TIRE V SECTION'15212 DEPTH TO GROUND WATER 6.INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3'OF COVER REOUIRE'D,.FIVE FEET IN SOIL WITH RECORDED PERCOLATION RATE OF TWO UNUTES PER INCHPROYM . -4 7.THE SEPTIC SYSTEM DESIGN DOE$11QI WWDE GARBAGE GRINDER DISPOSALS. . ..' 8.CAUTMI THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-888-DIG-SAFE)AND IM TY COMPANIES TO LOCATE ALL EasnNG.UMITIFS.AT LEAST 72 HOURS BEFORE THE START OF CONSTRULTIO/L THE CONTRACTOR SHALL DETERMINE THE TOWN OF B-PARAG E-CHAPTER TB ON-SITE SEWAGE OLSP'OSV.515TOLS DACT LOCATION.BOTH HORIZONTALLY AND VERTICALLY,OF ALL DUSTING UTOTILS BEFORE THE START OF ANY WORK THE LOCATION OF EXISTING UNDERGROUND Un1TIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.MAY NOT DE LIMITED TO ARTICLE 1 -PARAGRAPH 360-1 SETBACK REQUIREMENTS: THOSE SHOWN HEREON AND HAT£NOT BEEN INOEPENOENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RE906W FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE REQIIRINE UNLESS OTHERWISE SPECIFIED BY THE BOARD OF HFATK ALL SOIL ABSORPTION SYSTEMS, I CONTRACTOR'S FAILURE TO LOCATE THE URLLITIES EXACTLY:IF ELEVATION INFORMATION OFFERS FROM PUN INFORMATION,THE CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.AT UTILITY CROSSINGS.VIRIFY IN LEACHING FACUTIES,SEPTIC TAME."OSAL.FIELD$OR OTHER SEWAGE DISPOSAL SYSTEM COMPONENTS FIELD THE LOCATION/INVERTS OF ElECTR1C,CIS.TELEPHONE h DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED DIVERTSPER THE ENGINEERS OWECTDN.THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTI TES AS HEREAFTER CONSTRUCTED SHALL BE SO LOCATED THAT A DISTANCE OF NOT LESS THAN 100 FEET SHALL i REOLIIRED INTERVENE BETWEEN ANY BORDERING VEGETATED WETLAND(AS DEFINED WTHW 310 CUR IS002 OF THE STATE E)MONMENTAL CODE THE 5.MINIMUM REOINREREMIS FOR THE SUBSURFACE DISPOSAL.OF SAMARY SEWAGE) I. /. AND/OR WATERCOURSE Nf1UDIK'BROOKS.PONDS:SALT AND FRESH WATER MARSHES.BOGS. STREAMS i COASTAL 94086.LIKES OR SPRUNG HKiM WATER MARL(OF TIDAL WATERS AND ANY PORTION OF ANY SOIL X / ABSORPTION SYSTEM LEACHING G FACIM SEPTIC TANK DISPOSAL FIELD,OR WHY SEWAGE DISPOSAL SYSTEM COMPONENT. - RETANNc 91ALL-SEE TOP OF WALL / Tow EL RETAINING WALL C w�i HMNOTED 0rON PLAN.SEE._ `Q'a^ '/,, PROVIDED: -„ DISTANCE FROM THE BOUNDARY OF COASTAL DUNE 10 oISPOSAL FIELD: 71 FEET C6,vn ED AND CAR PORT / '< TO BE REMOVED 6•-ADS-RODIFUSSER gSTANCE FROM THE BOUNDARY OF CONSUL DUNE TO SEPTIC TANK: 91 FEET G(tl I. THEPROWDEA 5 FT.aM No ARORO id b THE SAT 1D NNE C I1OI6ZM 13EY-' 0 9� J o SEE NOTE s HEREON. 0- I / It TWO OBSERVATION - EVDY WPERAIE+ABtZ , PORTS TO MINIM 6.OF BAMaElt'PER TITLE a�' GRADE AS SHOWN(TP) � w �` 6 LF a SCH 40 PVC o ^S%U•-ti'r:G" ..�\\`-. \, \�\ .. \ :, BREAK OUT om. to to .. 7.96 AWN • /�• `•(', PUMPSYSTE O FILL wTN 1 - i e LK 4•SON Jd PYCetPA+%CEt tG: CLEAN SANG AND Cr S AaN10O/W PACE). ` �PROPOSE Hrnun0lH AREA 1 �._ 1 - _. M, {' , •�', T:" _ n,A :_ffPM-YANK � @ u -1019 SF. TO r .)HAD MATH LOW + n_•'--�'�� '1.• ZS: �-,y��p�p �LOW DATE'04ANU (2FT MT.)NATIVE / !.D/ +/.l„ g• .; U t`.. .)' `��' LEACHM AFEA OLawRQo�r� PR6B C u VEGETATION W _ , CONSULTATION TARN 5,AFF `� l PROP.9AG.- fia a� <- \ co, :iH.l.l V:.s NITROGEN L01WMC UYTATONk NA - B4RNSTABLE w •' 1 !<^ •• �/''I '<i az7 ,A P'•- "•\ ' RESIDENTIAL 4.BEDROOMS(DOSTWG) SOIL EVALUATOR BOARD OF HEALTH AGENT• ® a `'1.. x 110(pD/BmRODM STEVE WILSON,P.E. DON"DESMARAIS 1...�.. :,t+ PBL 114e `S? 7 LF f�, ,r,. (:", •. \ I •` '3 �, �'�r 4•PVC• `r 1 - -',�; .' ,'..\ TEST PIT I TEST PIT 2 TEST PIT 3 .,1•^- o�.(�, 0 2mc •:L ..,s(DU I ( .'.`fir % TOTAL DESIGN FLOW-440 GPD ` . F ( A::z�-.a?:SIn:.AU.�`„ �+•LJ s� +. ;a< 'f'� `<(G'_ ���•"�' GARBAGE GRINDER(NOT NCLU ED)-N/A G.SE = 7.9 GS.E = 72 G.S.E=4.8 \C < SAW FILL PFAS'LONE R AD;IOLR 3/3:LOAMY SAD = a py 17.lA-�.I^ti;.';iA�:ude. ;1 Z S tf' •,.3 l; •- ::{1;,;�I a. j;`I' �: ` o- PERC RATE_ <5 YIN /IMJO (CLASS,) �'101R 3/4 IM 178E DUST - + �' \, - � ! .TAR-0.74(i'D/SF. 'a S `( I I .♦ :. .y��,-0o \ .<'^' tsr: �'I (�_, t^? :L% MIN cAnEl AREA OF SAS. OLn PTA: B:IOM 5/4:LOMN SLID B:lOYR 4/6:111111Y B:1lRR 5/6:I1LWY z �i. i rni 44 a•^` 440 GPO/ / 595 S.F.WK / :)a I. o / �; 0.74 CPD SF. r`. i• • ` `.. �� r ` �:! p•(. T� = 13' ELEV 6.0 16 a&S9�� 16 SHEET TITLE \ i ,ct33,.M?i::i:?y v �. ;• ,; PH4�S7Z,fl5�C +c i<.+ � �' 6-ADS BIODIFFUSE2 16008E LEACHING CHAMBER UNITS CI:IOTR 4/4;SLID e C;IOM 6/4; SAID 6 C;tarR 4/6; M M SAND S '. ( \I`. • }•- .,x .i ..�: ;i.. ./ �N:Pl n':<il WITH 3.6.OF S,DNE ON SHOE ,•OF S,C)NE AT ENDS.32•STONE(LASE GRAVEL GAVEL Septic System Plan and '-K. -,J .:_.•��A..�T :.:A,�Iii"J1y \:.' :•�L',\\� �,,.Sa.'r r?J ti' 66• COBBFS 1D 10'A )1D' 68' 1•�' Y ••.Y - � �•liM'T T�, i __�J � ,++ 90EWAlL AREA(43'+ 10')?x 1.6'DEPTH 169.E SF s '•�. , (} I• `< ,s.<, °' :L_ s'',+.:: _�� :'' _' \ • ,\�. BOTTOM AREA N13•x 101 - _'43D Sf Prole `\._ ; `�.7 -. _ :, ;i,:in\�` 1-:� � -�,- J. TOTAL fFFECTIVE LEACHING AREA- 599.6 SF CZ 10YR s/I MED.SAND K V`P \( a o`� - `� _. )1 LAaN `� '`� ,+•... -••� \/` �y`5 e., i•--'/"--�•-a `/. SYSTEM OESICN CMACHIY.599.E SF x 0.74 CPD/SF-1457 OPD �. SHEET NO 1 .-�>./ UAL, , S\ su „f'• SE37M TANK SUM, -44D GPD x 200Z-'BSD GAL' OBSFRT'F)1 Q101ADWAlER ( OBSERVED GROUNIMTER OBSERIOBSERVEDGROUM WtTER EL 1.4) 0 66• (EL 1.7) 0 40!(EL 15) . nF/ati -'�-T`er'/_1 „(ti ` ♦ 5 t.�•C LD-ti �. •.,r2: +,-, la•lvn •dom TANK MR RATE-<5 MN/N WAWA LRAr IRIS P.:tii;E.i I•]i. DATE: 8 6 2012 LA::D i OURI T'I.,U: 3ii1 :' <,,' rl '+ / `'(-�...�f.'.J• \\ .ti �,•� 'L ��/�K% _il i h? 5 i. s �� 't., G `�� •t'% ��;•_� I CERTIFY THAT IN APRIL 1995,1 HAVE PASSED THE SOIL EVALUATOR DOMINATION APPROVED BY THE DEPARTMENT OF W t .i'kF5 ♦ + :��;•.�t.!: •', i.ti ENVIRONMENTAL PR07ECTIO N AND THAT THE.ABOVE ANALYSIS WAS PERFORMED BY ME CONSISfFM W'RFI THE REQUIRED SCALE IN FEET ^ p pPEA to. F!i.id/ Mi•L+ :`J:.ITa: �.\ �� 1 \ ( °y �' ✓ I �' i -<� Ii (,� C- r )N 310 CUR 15.017 SCALE:1•-20' B ie?r,tG; J '>•�/.:; i• -' y-•ia �� ^1 TRNNW.E)(PEATISE AND DPEF04CE DESC88E,D 'E .;i "•"%( - ,K i �^ �' �.�,�-:a-S r �,•• n z_Z.oG3 DRAWN/DE BIGM BY:501 cNec MeD ar:rE Ui'L.]iU ARE, 6_1 :: FL" x\ ali;-, �. i i ^.Gil L't%,r(t':� �:: „ SICHATURE -' DATE S.. x 0 A.0. 2011-0fD-01 CA.O F I L E:2011-a6D PS-Fh- R ' r cy�r • Q�,UL FEND FCC, Q o c') No. 7789 Lu ARMOUTHPORT• j G toll MA G� p - - - -o -- - - - PORCH ix w � Y_2• 7-6' 4-6' K'-B' 4'-IB' - o g . l MY 78 'QY7B • U LL e w Z CARP LATE TILE U •" If-2' 7-7' Id-D' € Q1 E p ri Z H w s' U t$ IMNGRROOM DWM ROOM �* BEDROOM 5 i., m¢ 3vi Q O i CLOg7 W I I ' a I I T04ET = iV 34 �_�_-------- Y x.w. vaenm ' Lu m BALCONY L0 D. MIAIROOM M ma(EN 'I wa ce enu¢ O (w, COVERED PORCH b rn Cn v w -O _ z Z Z N 41 6k 41-B' O 0 O . 5,2• .. TP_I. 5, y•5• 4' OO - - -- --T-7 5-T I Q COnu _IiOEf O4P.O f w H2_78 uj Lu S -144 C I o UJI W C/) O W 6'-V T-B' K'-<. I of �- I O N OEN U_ TI'-4' O BEDROOM = BEDROOM y BED - L IB'-B' . aogr ¢ I _ EXISTING FIRST FLOOR PLAN I ca Y m o 2B.m coRRmoR O 1 ro Smk:1/<•vr-0• I g ;'°' , - I CLOSET EXISTING FLOOR - PLANS L � DATE ISSUED: 06.18.2013 REVISIONS: • . DRAWN BY: JG PROJECT#: e ,� R-12- ts @ DRAWING NO.: _ a EXI . l EXISTING SECOND FLOOR v2 L r �L FENGc�c� u) No. 7789 w p YARMOUTHPORT, j y MA Gr dd U € U U Z � w B LL N U Bnlcow z.' r^ z5 OU lu$ mQ �� �E� 2 Lu W OU L0 W O LU o Q p Ly W J W Lv W_ � O W W J Z_ Q J p w C W ) O W cn O •o � O QL O O TITLE: i EXISTING ROOF PLAN DATE ISSUED: 06,18.2013 REVISIONS: EXISTING ROOF FLOOR PLAN 1 Solt:1/4•.1'-W ' DRAWN BY: JG 5 PROJECT#: R 12 E � DRAWING NO.: EX1 . 2 e, r r �oQP L FE,yGcFc� o 0 No. 7789 �o p YARMOUTHPORT, j Z MA Z • s �z " RIDGE EIEV. •- - �wtqq �� 0 4 O € - - U • U z T.O.P.ELEV. Z (27.031 — 6 w LL N U mz E z� s x Le znd F1ooR -oEIEV.l19.20( - ■EEB ■E==q l o ■E� $� LU I Ia ROOK -_-_ DEN F-- w EXISTING SOUTH ELEVATION O U Z -0 1 Stale:1/9'e 1'-0' O W Q O QQ J LU LU C W O _ p w C w U) O w 0 O U 3 O oaa Ly CL I RIDGE EIEV. -_-_-_ (32.031 . . - TITLE: — (27.031 O EXISTING a .ELEVATIONS 2nd Float DATE ISSUED: v.09-m 06.18.2013 REVISIONS: i - I 000R_& DEN M. REV.11110.701 �9.201 ----------------1 - DRAWN BY: JG - PROJECT#:DRAWING NO.: R 12 F EXISTING NORTH ELEVATION v EX2 . 1 � L C r QWL FFNG rc��� QO �� v - o 0 No. 7789 �0 O YARMOUTHPORT, J q� ' RIDGE EIEV. . • w (32.031 Q _ 0 T.O.P.EIFV. Z w ❑ ❑ =U a z pU �$ �2ntl FLOOR aC0 Q G~ EIEV(19. _ Imp=a �E� DEN ELEV. � ____RIDG3 ,20 2X& RAFTER5 W V7 j EXISTING EAST ELEVATION zxn sruos ---- Z (� W � 2X4 S i.O.P.EIFV. Cn Z Z 0 1 5.1e:1/4.a 1.-0 127.03, O Q 0 2X4 5TUD5 @ Q ui o C W F W lI L F- O _ J 2nC FLOOR 0 W -- _-ELEV.(19(19.20) LLI C/) 0 1.1..1 � 0 O O 2XIO JOI T Q- 0 iv O (32.031 EIEV.(10.70, TITLE: 2XI0 JOISTS T.O.P.ELEV. ------jv.a31 EXISTING ❑ EL SEVATION CT ON & � a 3 EXISTING BUILDING SECTION 2nd FLOOR_$ DATE ISSUED: 119.201 06.18.2013 REVISIONS: 70 a oENELEv. ELEv.jlo.7vl DRAWN BY: 5 PROJECT#: R 12 2 EXISTING WEST ELEVATION DRAWING NO.: Smle:1/4'=V-0' 3 EX2 . 2 L ex , \* L FEIvU Fcr _ i Ct�t _ DEMOLITION LEGEND � o �z \ o L) No. 7789 yLU p ARA4OU T HPORT, J ;��� G MA GS INDICATES A DOOR TO BE REMOVED INDICATES A WALL TO BE REMOVED ur PORCH t ------- INDICATES ANY CASEWORK, FIXTURE, ETC. TO BE REMOVED w U U •.I'. Z I. H .J NU p Z EXISTING STAIR C y TO REMAIN J U a c z s r �x 344 i NM� L) ti INNh� m 1M�� �h 3 E3 DINING ROOM B�rnoaM m N B REMOVE EXISTING FIREPLACE DOWN TO Lc� i ■B FOUNDATION- PATCH .It, I FLOOR AS NEEDED I CLOSET I I TOLF Lu __-_¢____-___ � N REMOVE EXISTING G AND ATCH D. MIA ROOM IOrCHEN I BALCONY` 'I ROOF I- POST LOCATIONS W LOCATIONS N Z Z N waew va COVERED PORCH II ter^ REMOVE ALL EXISTING O W JCD I' WINDOW5 t DOORS ON cc IL rOnEi ..-- 'O O r—____-- __ ____—_____—_ —______ ____— ___—_____—� —___ THE SECOND FLOOR C w J I ui Lu fill i i I —4-------�— ----- ----- --- -�1 i O — I ii ! lio iI N 0 CD ~1 I O `0 N I I I I I I I ``�` DEN i N i i OI i l" I EXISTING STAIR ;u i I O net I ' i i i i TO REMAIN O I c I I BEDROOM eDooaM I BED I y tE3T I I ; CAREFULLY REMOVE 'MR t FRAME AND 'I REMOVE EXISTING i! ��I I I STORE ON SITE TO BE ' "� I ' I USED IN NE34 LOCATION ' I I CHIMNEY DOWN I ---I i ; - SEE PROP05ED IST I II THROUGH FIREPLACE II �__—___—__� pI FLOOR PLAN FOR NEW TITLE: FIRST FLOOR DEMOLITION PLAN " ON 15T FLOOR ---------- I I b N I .ICI I I I I LOCATION 1 Smle:1/4'=1'-0' i rci i I CLOSET � �� �s? CORROoR O ,�� I $N DEM OtLITION NOTES PLANS ;. 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It DRIP EDGE I 'IxB WOOD FASCIA $TE �� � t BOARD, PTD. \ \ TYPICAL ROOF CONSTRUCTION F SHINGLES CONTINUOUS 2x RI ICE!WATER SHIELD OVER ENTIRE ROOF T.O.P BOARD I E .126.9 �°ZIPSYSTEM ROOF SHEATHING W/JOINTS STAGGEREDAND TAPEDDEL 2x6 TOP PLA / 2x12 ROOF RAFTERS @ 16'O.C,(U.N.O.)W/2,CEILING JOISTS-SEE STRUCTURAL DRAWINGS .6 APPLIED RAKE HURRICANE CLIPS Y EACH RAFTER-TOP PLATE Q BEYOND' CASEMENT WINDOW PER ccCONNECTION-SEE STRUCTURAL DRAWINGS. SCHEDULE i d • SHINGLE CAP (3 TYPICAL EXTERIOR �- COPPER DRIP EWE LL WALL CONSTRUCTION i o'Y w Q �m TYPICAL SECIXJD FLOOR CONSTRUCTION � pS8 SELF ADHERING RUBBER o Z. - �°TtG PLYWOOD SUB-FLOOR, GLUED t SCREWED ON III' U f 1 MEMBRANE FLASHING F: m o DEEP OPEN JOIST TRI-FORCE FLOOR FRAMING @ 16'O.C. C6 Z d (SEE STRUCTURAL RECONNECT EXT. SHED - } GWB W/TAPEDJOINTSDRAWINGS) IN z(PTD.)ON Ix3 STRAPPING @ N ROOF RAFTERS TO LEDGER ' ON NEW EXTERIOR WALL DOUBLE HUNG WINDOW 16,O.C. Z ¢S PER SCHEDULE • R-30 FORMALDEHYDE FREE FIBERGLA55 BATT IN5UL. _ i PRE-APPLIED PTD. TYPICAL EXTERIOR C / WOOD WINDOW CASINGS WALL CONSTRUCTION TYPICAL INTERIOR WALL ASSEMBLY m Q • 2.4 SILL/(2)2.4 TOP PLATE/2°4 WALL STUDS AT 16' �� s NEW DBL. IIB DEEP SEE I 6 NEW D5L.PERIMETER I'6' DEEP LVL O.0 BEAM - SEE JOHNS LMANVILLLNOTED EFORMALDEHYDE FREE FIBERGLA55 SOUND �B o PERIMETER BEAM - SEE I n.o STRUCTURAL DWG5. BATT INSULATION AT ALL INTERIOR BEDROOM AND STRUCTURAL DWG5, I D 0.00R I I 5 BATHROOM WALLS EIEV.120.91y 7 TYPICAL EXTERIOR �120.17 • }•GWB W/TAPED JOINTS, PAINTED TYP. WALL CONSTRUCTION I / ` SECONDROOR _ 3' CL05ED CELL SPRAY I \ ElEV.120.917 FOAM INSULATION AGAINST TYPICAL EXTERIOR WALL ASSEMBLY t % PERIMETER BEAM BETWEEN • 2X6 SILL/(2)2x6 TOP PLATE I I NEW (3) 22° DEEP LVL EACH J015T BAY 2X6 WALL 5TUD5 @ 16'O.0 I I I PERIMETER BEAM - SEE I}•ZIP SYSTEM WALL R-SHEATHING(R-6.6)W/ALL W L t ' STRUCTURAL DWG5. JOINTS TAPED \ / KEENE DRINALL RAIN5CREEN 020-1 / \ • PRE-STAINED RtR WHITE CEDAR SHINGLE SIDING(F(NISH, ~ \ / TB.0), 5'TO THE WEATHER O W LL0 ' zz zLu c ci O o o Q 1 OfC Lu.. WALL SECTION WALL SECTION WALL SECTION O z J Sole:3/4•=1'-0• Sole:3/4•=1•-0• p w W cn O W O U) A.._ ;. 0— O O C U4' ZIP SYSTEMS R-SHEATHING W/TAPED JOINTS (R-6.6) 2.12 RAFTERS @ 16°O.C. 2A2 RAFTERS @ 16'O.C. TENSION TIE - 2.6 STUDS @ 16'O.C. SEE DETAIL 1/52.2 TITLE: ASPHALT SHINGLES ASPHALT SHINGLES OVER ICE t WATER 12 OVER ICE t WATER SHIELD ON ENTIRE ROOF SHIELD ON ENTIRE ROOF �° PLYWOOD SUB FLOOR, (3)22' DEEP LVL BEAM - SEE GLUED t SCREWED TO FLOOR PRE-STAINED RtR WHITE STRUCTURAL DWGS FOR EXTENT ' ZIP SYSTEMS SHEATHING JOISTS CEDAR SHINGLES [16' ZIP SYSTEMS SHEATHING 12 W/TAPED JOINTS W/ TAPED JOINTS SECOND FLOOR SECOND FLOOR 12 5' LEDGER LOK @ 24'O,C, ELEV. (20.91') ELEV. (20.9') WALL SECTIONS CONTINUOUS MTL. STAGGERED THROUGH R- DRIP EWE 6 SHEATHING INTO RIM (3) 22 DEEP LVL CONTINUOUS SELF ADHERING Ix0 WOOD FASCIA BOARD/TOP PLATE PERIMETER BEAM - SEE RUBBER MEMBRANE FLASHING BOARD, PTD. MTL. JOIST HANSTRUCTUR6ER5 PER L DWGS_ ALONG EXISTING BALCONY. RUBBER ROOF CONTI NUOUS MTL. OF ISTING BALCONY. BRING. STRUCTURAL DWG5. -CONTINUOUS 2x DRIP EDGE FLASHING UP SIDE WALL 6' TINUOUS 2x RIM BOARD T,O P TOP DGNRIM BOARD 31 LAYER OF CLOSED CELL CONTINUOUS SEALANT DATE ISSUED: 2x BLOCKING ELEV. 26.9 ELEV, 29.4 Ix3 PAINTED WOOD SPRAY FOAM ON PERIMETER 6.18.2013 SUB FASCIA OVER 1.B R - BEAM IN EACH JOIST BAY - ZIP SYSTEMS HURRICANE CLIPS @ REVISIONS: WSHEATHING ( j EACH RAFTER - SEE HURRICANE CLIPS @ EACH JOIST BAY TENSION TIE - SEE W/TAPED JOINTTSS PAINTED WOOD FASCIA R-35 BATT INSULATION IN STRUCTURAL DWG5. EACH RAFTER - SEE Ix WOOD SOFFIT, PTD. DETAIL I/52.2 STRUCTURAL DWGS- DBL. 2zb TOP PAINTED WOOD SCOTIA IIT{I' DEEP OPEN JOIST - STUDS @ 16'O.C. 2x6 STUDS @ I6°O.C.PLATE DBL. 2.6 TOP PLATE 1-0' TRIFORCE JOISTS @ IWO.C. °5'p W - B PAINTED WOOD SEE STRUCTURAL DGS. 2xb FRIEZE BOARD L4' ZIP SYSTEMS CEILING FINISH, T.B.D. HOLD ZIP SYSTEM R-SHEATHING (R-6.6) Ix3 STRAPPING @ I6'O.C. LEDGR-SWER. INS ABOVE W/ TAPED JOINTS PERPENDICULAR TO JOISTS LEDGER. INSTALL N WIN. HEADER NEW 2X6 CRIPPLE WALL UNDER PLYWOOD SHEATHING EXISTING 2x FRAMING ELEV. 2 9' COPPER FLASHING OVER BEHIND LEDGER. PAINTED WOOD CAP DRAWN BY: . _ WINDOW HEADER - IXISTING DBL 2x4 TOP PLATE '�' SEE DETAIL ON A9.0 Ix FILLER @ BOTTOM OF ZIP PROJECT#: • WOOD WINDOW PER SCH SYSTEMS EDULE R-SHEATHING MATCH JOIST DEPTH W/ NEW P.T. LEDGER TO R-12- 3W LEDGER LOK SCREWS= DRAWING NO.: gg' FILL VOIDS AROUND WINDOWS WIT7t LOW @ 16.O.C.STAGGERED " e • EXPANSION FOAM 3 dg FLOOR&WALL CONNECTIONFLASHING DETAIL @LEDGER A4 . 0 EAVE DETAIL WATER SIDE SHED DORMER EAVE DETAIL DETAIL 7 Sm1e:11/r.V-0• Sok:1 1/T=V-0' e3 L G\ p AR�y/r WINDOW SCHEDULE oQ�uLQc,,Gcc��� SASH SASH UNIT SIZE R.O.SIZE EXTERIOR INTERIOR GLASS MUNTINS 0 U O N SYMBOL MANUFACTURER TYPE OPERATION SCREEN NOTES O (— HARDWARE WIDTH HEIGHT WIDTH HEIGHT MATERIAL COLOR MATERIAL COLOR TYPE U-VALUE UTE CUT WIDTH PROFILE NO. 77S:' G REILLY CASEMENT PUSWBAR 2'-6' 3'-6' T.B.D T.B.D GENUWINE WHITE GENUWINE WHITE LOW-E ARGON FILLED 0:26 3W3H 46' OPTION FULL'- FIBERGLASS - __ p YARMOUMTAHPORT,MAHOGANY MAHOGANY IMPACT RATED 74Z OPENE55 FACTOR 0 REILLY DOUBLE WUNG CONCEALED SPRING 2'-6• 4'-4' T.B.D T.B.D GENUWINE WHITE GENUWINE WHITE LOW-E ARGON FILLED 0.26 3W2H/1 46' OPTION 2 FULL - FIBERGLASS - BALANCE TUBES MAHOGANY MAHOGANY IMPACT RATED 74Z OPENE55 FACTOR , DOUBLE HUNG FULL- FIBERGLASS - FACTORY MULLED P REILLY CONCEALED SPRING 4'-11' T.B.D T.B.D GENUWINE WHITE GENUWINE WHITE LOW-E ARGON FILLED 0.26 3W2H/I 96' OPTION 2 MATCH TOP 5A5W HEIGHT W/WINDOW 'C' 'COTTAGE STYLE' BALANCE TUBES (2)3-O° MAHOGANY MAHOGANY IMPACT RATED 74Z OPENE55 FACTOR (SEE ELEVATIONS FOR CONFIGURATION) • S REILLY CASEMENT PUSHBAR 2'-O' 3'-6' T.B.D T.B.D GENUWINE WHITE GENUWINE WHITE LOW-E ARGON FILLED 026 2W3H §6' OPTION 2 FULL - FIBERGLASSL - -- MAHOGANY MAHOGANY IMPACT RATED 74Z OPENE55 FACTOR. WINDOW NOTES- I. ALL WINDOWS ARE CUSTOM REILLY WINDOWS 4 DOORS, WITH LOW'E'ARGON FILLED GLASS(U-026), MAHOGANY - WINDOW HARDWARE SCHEDULE . Iz CONSTRUCTION PAINTED WHITE W/WHITE INTERIORS, UNLESS NOTED OTHERWISE. 0 '� 2. MUNTIN PATTERNS ARE TO BE V SOL, PERMANENTLY APPLIED INTERIOR 4 EXTERIOR W/WHITE SPACER BARS IN SASH LOCKS SASH LIFTS/PUSHBARS 0 THE CONFIGURATIONS SHOWN ON THE ELEVATIONS. MANUFACTURER WINDOW TYPE - FINISH Z 3. ALL MULLED UNITS SHALL WAVE A 2'MULL SPACING PROFILE-UNLESS NOTED OTHERWISE. TYPE QUANTITY TYPE QUANTITY - LL A. REFER TO PLANS AND ELEVATIONS FOR CASEMENT 5WING DIRECTIONS. - PHELPS COMPANY DOUBLE HUNG OPTION 4 2/14INDOW OPTION 4 2/WINDOW POLISHED BRASS z E 5. CONTRACTOR TO VERIFY ROUGH OPENINGS ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING. PHELPS COMPANY CASEMENT OPTION I 2/14INDOW OPTION I I/WINDOW POLISHED BRA55 Z(13 6. ALL WINDOWS WITHIN 24'OF THE FLOOR THAT WAVE SILLS LOCATED MORE THAN 72'ABOVE THE FINISHED GRADE NOTE-. HARDWARE SELECTIONS BASED ON Z E; (OR ROOF BELOW)5WALL HAVE WINDOW OPENING LIMITING DEVICES.WINDOW OPENING LIMITING DEVICES 514ALL BE REILLY WINDOWS 4 DOORS PRODUCT CATALOG. - SELF ACTING AND 5WALL PROHIBIT THE PASSAGE OF A 4' DIAMETER SPHERE THROUGH THE OPENING, p= U td cLtf 7. ALL WINDOWS LOCATED IN HAZARDOUS LOCATIONS PER THE BUILDING CODE ARE TO HAVE LAMINATED GLASS, m Q G SEE FLOOR PLANS FOR SPECIFIC LOCATIONS REQUIRING LAMINATED GLASS, INDICATED AS'LAM.'. WINDOW INTERIOR ':e ELEVATIONS �� } SCALE: In•=P.O' _ LOW-E GLAZING LOW-E GLAZING LOW-E GLAZING LOW-E GLAZING (U-0,26) (U-0.26) (U-0.26) (U-0.26) L!J N MUNTINS G N MUNTINS Q N 46' MUNTINS %3,n 96 MUNTINS ww ww wwww xOR xFg xDt 0< 0jEl 0� 0j O Lu Ln w w w w / , Lu LLB x x x x (n lJ .p 0u.T � O Lu I WINDOW 'G' WINDOW 'P' WINDOW 'O' WINDOW IS' Lu Lu REILLY WINDOWS 4 DOORS REILLY WINDOWS 4 DOORS REILLY WINDOWS 4 DOORS REILLY WINDOWS 4 DOORS J O LL J TYPICAL EXTERIOR WALL J CONSTRUCTION LJJ Lv Lu cf) Q Lu :'"i �`F�.•. SELF ADHESIVE MEMBRANE O O N FLASHING O COPPER GAP FLASHING SET IN O ENSURE ADEQUATE FASTENER ADHESIVE SEALANT LENGTH TO PENETRATE L5' INTO ROUGH OPENING FRAMING PRE-APPLIED 4 PRE-FINISWED HEADER W V RIGID INSUL. - EXTERIOR WINDOW TRIM B7 SEE STRUCTURAL DRAWINGS WINDOW MANUFACTURER-SEE WINDOW SCHEDULE FILL VOIDS W/LOW RISE (2)THICK CONTINUOUS BEADS EXPANDING FOAM INSUL, TITLE: OF SILICON EXTERIOR WINDOW w SEALANT BEHIND NAILING FLANGE LEGS 4 HEAD O a DOOR&WINDOW d a SCHEDULES&DETAILS � o 0 WOOD WINDOW - SEE WINDOW = SCHEDULE, INSTALLED PER 3 MANUFACTURER'S INSTRUCTIONS 1 TYPICAL WINDOW HEAD DETAIL AMB SIMILAR) DATE ISSUED: Sole:3'=i'-W 6.18.2013 WOOD WINDOW - SEE WINDOW / E�TE21OR 5HUTHING,PRIOR TO REVISIONS: w SCHEDULE, INSTALLED PER �INSr LLI EEN 9NEATNRIG,SEAL MANUFACTURER'S INSTRUCTIONS BETWEEN FE AIR 4 5HPJITNING TO PROVIDE ANt SEAL K W _______ MECHANICALLY ••, y? 0. = SELF ADHESIVE MEMBRANE IFASTEgpN AS 666 r F!....�,..' FLASHING ON TAPERED SHIM- ,. IN D TURN UP V MIN AT JAMBS TwRRaz. 'p slu PLATE K p nEI�RANE Z Irsam,Imll O .�. FILL VOIDS W/LOW RISE SELF ADHERED nEITBRANE EXPANDING FOAM INSUL. O DRAWN BY: JG +T �/ PRE-APPLIED 4 PRE-FINISHED �oRNER vATo+ g§ PROJECT#: EXTERIOR WINDOW TRIM BY sFiLLING R 12 r, WINDOW MANUFACTURER -SEE CLNTINUOU9 �q WINDOW SCHEDULE DRAWING NO.: ,.':�.::.•Y', • 2,APPLY 5EALING It HEAD a JAMBS OF WINDOW 1. INSTALL 51U FLA5HING - - ;•,•-.V.`,',�. ' S,INSTALL WINDOW,ATTACH R nANUFKTIRES REOUiREMENTS 3,APPLY.IAMB MSF FL^}T MR W Df FLA910/5t S.APPLY HEAD FLASHING STRIP OVER FLANGE,SECURE TO A9 . 0 BJfTD+NN{➢G RAN:E SHEAYHI E IP REQUIRD ;•.3'I;.�'4:�.,4 >•�, i.APPLY METAL FLASHING REWIRED. LATER 6 MEI'IBRANE 3g - F :iIING.0IE32 IT WHERE REWIRED. Z TYPICAL WINDOW SILL DETAIL FLANGED WINDOW c smile 3•e>V FLASHING / INSTALLATION DETAIL 4 STEPS L i r WOOD CONSTRUCTION NOTES STRUCTURAL SHEAR(BRACED) WALLS ABBREVIATIONS ,' AP OFyA_ GENERAL CAST-IN-PLACE CONCRETE if ;?a},�.ro.'� I. ALL CONSTRUCTION REWIRED OF THE CONTRACTORS BY THE CONTRACT DOCUMENTS SHALL BE PERFORMED 1. ALL CONCRETE SHALL BE PROPORTIONED.MIND AND PLACED CONFORMING TO CURRENT AMERICAN 1. 1. SHEAR WALL SHEATHING SHALL BE AS SPECIFIED FOR EXTERIOR WALL SHEATHING OR INTERIOR BRACED AS ANCHOR BOLT "E il5 7RV[ INACCORDANCE WITH THE GOVERNING BUILDING CODE AND OSHA REGULATIONS SUPPLEMENTED BY THE CONCRETE INSTITUTE(AC)301.304 AND 308 STANDARDS THE FOLLOWING CONCRETE MIX DESIGNS SHALL (SHEAR)WALL SHEATHING INTHE WOOD CONSTRUC11ON NOTES AND ADDITIONAL FASTENING,8lOgLING AND AR ARCHON ROD i MW71 CONTRACT DOCUMENTS THE GOVERNING BUILDING CODE USED IN THE STRUCTURAL DESIGN IS THE BE USED: ALL NEW EXTERIOR WALL SHEATHING SHALL BE ZIP SYSTEM R-SHEATHING(INSULATING SHEATHING)AS CONNECTION HARDWARE PROVIDED AS LISTED IN THE SHEAR WALL SCHEDULE ARCH ARCHITECTURAL RESIDENTIAL CODE 2009(IRC)VAIN MASSACHUSETTS AMENDMENTS. ALL WORK SHALL ALSO MANUFACTURED BY HUBER ENGINEERED WOODS,LLC OR AN APPROVED SUBSTITUTE THICKNESS OF B/ BOTTOM E• '�TARAL "+' BE IN STRICT ACCORDANCE MIN THE REOUIREMFNTS OF THE TOWN OF BARNSTABLE BUILDING DEPARTMENT. A GENERAL STRUCTURAL CONCRETE INSULATING RICID FOAM PLASTIC INSULATION(R-VALUE)PER ARCHITECTURAL DRAWINGS SHEATHING SHALL L ALL SHEAR PANELS SHALL BE APPLIED DIRECTLY TO THE FACE OF FRAMING MEMBERS IN ACCORDANCE WITH BLOCK.BLOCKING IN ADDITION,THE AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY BE ORIENTED WITH LONG SPAN OF THE SHEET VERTICAL OR PARALLEL TO THE SUPPORTING STUDS WALL THE SHEAR WALL SCHEDULE REQUIREMENTS. FURRING,STRAPPING,AND ADDITIONAL LAYERS OF SHEATHING DI BEAM OWELUNGS(WFCM-2001),PROVISIONS FOR EXPOSURE C ARE APPLICABLE TO THIS PROJECT. 28-DAY STRENGTH(MIN) 3.000 PSI SHEATHING SHALL BE FASTENED WITH IDd COMMON NAILS AT A MAXIMUM 4"Or_AROUND ALL SUPPORTED MAY NOT BE PLACED BETWEEN THE USED SHEAR PANEL SHEATHING AND THE FACE OF THE FRAMING SOT BEAM PANEL EDGES(EN)AND 12"O.C.ALL INTERMEDIATE SUPPORTS(FN).FASTENER PENETRATION INTO THE MEMBER. IF A FIRE RATING REWIRES ADDITIONAL LAYERS OF SHEATHING.THEY SHALL BE APPLIED ON TOP SBRGOT BEARING COARSE AGGREGATE(MAX) �' OTTOM OF THE IF PANEL SHEATHING AFTER AN INSPECTION 6 MADE OF THE BASE SHEAR PANEL BTWIV BEARING L WHERE STRUCTURAL ELEMENTS ARE NOT DEFINED ON THESE DRAWINGS THEY SHALL BE PROVIDED AS PER AIR ENTRAINMENT 6%(t1X) SUPPORTING STUD SHALL NOT BE LESS THAN W. THE MINIMUM PRESCRIPTIVE REQUIREMENTS OF THE GOVERNING BUNTING CODE SLUMP 5"(fl') 3, UNLESS NOTED OTHERWISE ON THE DRAWINGS PROVIDE AT LEAST 2-2X BUILT-UP STUDS(WIND POST)AT 2 INTERIOR BRACED ISHEARX WALL SHEATHING THE ENDS OF EACH SHEAR WALL SHOWN ON THE PLAN. ALL HOLDOWNS AND METAL STRAPS MUST BE CJ CONTROL JOINT 3. ALL EXISTING FRAMING CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED BASED UPON ACCESS TO THE 2. THE USE:OF ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ALIGNED AND CONNECTED TO THE SAME WIND POSTS WITHIN THE WALL. CLG CEILING STRUCTURAL FRAMING AT THE TIME OF DESIGN. THE CONTRACTOR STALL BE RESPONSIBLE TO CONFIRM ALL ARCITECT/ENCINEER. FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER FOR THE PROPER USE OF ALL EXTERIOR WALL SHEATHING SHALL BE MINIMUM Isa THICK APA RATED WOOD STRUCTURAL PANE. COL COLUMN FRAMING ASSUMPTIONS MADE ON THESE DRAWINGS PRIOR TO CONSTRUCTION. ALL DIMENSIONS AND ADDITIVES THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEARING SALTS SHALL NOT BE PERMITTED. SHEATHING WITH A SPAN RATING OF 32/16 OR WALL-16,EXPOSURE L THE SIDE OF WALL INDICATED ON 4. ALL SHEAR PANELS SHALL EXTEND FROM SILL OR SOLE PLATE OF WALL M ROOF DIAPHRAGM S HEATONG. CONC CONCRETE CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PORTION OF THE THE STUD LAYOUT AND BRACING PLAN STALL BE SHEATHED.SHEATHING SHALL BE EATORIENTED WITH THE INTERIOR SHEAR WALLS,SHEATHING SPECIFIED AT THE UPPER FLOOR LEVELS REWIRED TO SEXTENDWAIVED INTO WORK. L CAST-IN-PLACE CONCRETE COVERT FOR REINFORCING SHALL BE AS FOLLOWS, SHAH OF THE SHEET VERTICAL OR PARALLEL m THE SIIPPORTING STUDS WALL SHEATHING SHALL BE THE ATTIC UNTIL IT INTERCEPTS THE UNDERSIDE OF THE ROOF SHEATHING. THIS RDOIMEMFNT IS WANED OB DROP BEAM FASTENED VAIN 8d COMMON NAILS AS REWIRED IN THE STEM WALL SCHEDULE WHERE A DRAG TRUSS(TIT)DIRECTLY ABOVE AND PARALLEL M THE SHEAR WALL IS CONNECTED TO THE ON DOWN A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' TOP PLATE OF THE WALL IN ACCORDANCE WITU THE STAR WALL SCHEDULE DWG DRAWING. 4. RESIDENTIAL STRUCTURES LOCATED IN THE WIND-BORNE DEBRIS REGION AS DEFINED RIDE THE B.CONCRETE EXPOSED TO EARTH OR WEATHER 3. yT.QPED ROOF DIAPHRAGM SHEATHING: MASSADANCEFIS AMENDMENTS SHALL HAVE ALL WINDOWS PROTECTED FROM WIND-BORNE DEBRIS IN EXISTING ACCORDANCE VAIN IRC R301.21.2. b.NO.5 THROUGH OR 10 BARS 2' S. THE ALLOWABLE SHEAR CAPACITIES LISTED ON THESE BETTER. HAVE BEEN REDUCED 70 PERMIT THE USE E b.NO. 5 BAR.W31 OR D31 WIRE AND SMALLER Ui ROOF SHEATHING SHALL BE 96•THICK Zip SYSTEM DP-SHEATHING AS MANUFACTURED BY HUBER OF STUD WALL FRAMING MATERIAL OF p2 S-P-F OR BETTER IN GENERAL ALL WOOD STRUCTURAL PANEL �' EACH 5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE CIVIL ARCHITECTURAL MECHANICAL,AND C.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND. ENGINEERED WOODS,LLC OR AN APPROVED SUBSTITUTE PANELS SHALL BE TONGUE AND GROOVE TYPE (WSP)SHEAR WALLS SHALL HAVE STUDS SPACED AT 16-O.C.MAXIMUM. REFER TO STUD SCHEDULE EN EDGE NAB SHEATHING SMALL BE ORIENTED VAIN LONG SPAN OF THE SHEET PERPENDICULAR 70 THE SUPPORTING ConsultingK ox TmPnl uim 201 Inc. ELECTRICAL DRAWINGS,AND SPECIFICATIONS b.BLABS WALLS AND S(P MEMBERS AND VERTICAL SEAMS STAGGERED BY 4'-0'O.C.SHEATHING MUST BE CONTINUOUS BENEATH ALL FOR EXACT SIZE AND SPACING of WALL FRAMING MEMBERS.THE SPACINGS LISTED W THIS NOTE ARE FB FIEDI BEAM Sj Acto Than 0172 201 b.BEAMS AND COLUMNS(PRIMARY REIN.,TIES STIRRUPS AND SPIRALS) lYN - MAXIMUMS ONLY. FM FIELD NAIL Acton,AL1 U1720 6. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,AND ANY DISCREPANCIES SHALL BE OVERFRAMED ROOF AREAS OR DORMERS FNDN FOUNDATION uv -c.-com BROUGHT TO THE ATTENTION OF THE ENGINEER FOR LARFICATION BEFORE PROCEEDING VAIN THE AFFECTED 4. PROVIDE AND INSTALL NECESSARY TIE BARS SPACER BARS,CHAIR BARS,AND BOLS70S AS REQUIRED TO FOC FACE OF CONCRETE PORTON OF THE WORK. MAINTAIN STEEL IN A RICO POSITION PRIOR TO PLACING CONCRETE ALL SUPPORTS AND ACCESSORIES A FASTENING WITHIN GENERAL ROOF AREA(RAFTERS SPACED AT 16'ON CENTER): Bd COMMON AT 6' ADHESIVE AND MECHANICAL ANCHOR SYSTEMS FOS FACE OF STUD SH ALL CONFORM TO REQUIREMENTS OF CRSI*RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS'. O.C.ON SUPPORTED PANEL EDGES(EN)AND 6"O.C.ALL INTERMEDIATE SUPPORTS 0). FS FAR SIDE 7. 00 NOT SCALE DIMENSIONS OR ELEVATIONS FROM DRAWINGS THE CONTRACTORS SHALL REQUEST.FROM 1. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE FTC FOOTING ME ARCHITECT.NECESSARY DIMENSIONS AND ELEVATIONS NOT SHOWN ON THE CONTRACT DOCUMENTS 5. REINFORCING STEEL 94ALL BE NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615,GRADE 60. ALL DETAILS L FLOOR DIAPHRAGM SHEATHING, (mmsimpsononchmscom)OR AN APPROVED SUBSTITUTE ALL SPECIFICATIONS AND RECOMMENDATIONS ARE SHALL RE IN ACCORDANCE WITH Aq DETAIL STANDARD ACT M. AS OUTLINED IN THE SIMPSON'ANCHORING AND FASTENING SYSTEMS"TECHNICAL MANUAL LATEST EDITION. HEI HIP BEAM B. UNLESS OTHERWISE NOTED,DETAILS SHOWN ON ANY DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL FLOOR SHEATHING SHALL BE 3:"THICK ADVANTECH VIP+WOOD STRUCTURAL PANEL AS MANUFACTURED NOR HEADER SIMILAR CONDITIONS 6. EXPOSED TO VIEW CONCRETE FINISH SHALL BE A SMOOTH FORM FINISH IN ACCORDANCE WITH AC BY HUBER ENGINEERED WOWS LLC OR AN APPROVED SUBSTITUTE PANELS SHALL BE TONGUE AND REQUIREMENTS CONCEALED CONCRETE SURFACES MAY BE A ROUGH FORM FINISH. ALL FINISHES SHALL BE GROOVE TYPE,HAVING A SPAN RATING OF 48/24. SHEATHING SHALL BE ORIENTED WHIN LONG SPAN OF 2. ALL ADHESIVE AND MECHANICAL ANCHORS SHALL BE LOCATED 70 MEET MINIMUM EDGE AND END DISTANCES JST JOIST BE 9. CONSTRUCTION PROCEDURES BRACING,MEANS METHODS AND SAFETY PRECAUTIONS ARE THE SOLE COORDINATED WITH ARCHITECTURAL FINISH REQUIREMENTS. THE SHEET PE2PFNDICULAR TO THE SUPPORTING MEMBERS AND VERTICAL SLAMS STAGGERED BY 4'0'O.C. SPECIFIED FOR THE INSTALLATION LOCATION ENCOUNTERED IN THE FIELD. ALL NS AND SHALL R RESPONSIBNTY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR DOING THE WORK THESE DRAWINGS ARE FLOOR SHEATHING SHALL BE SET IN A CONSTRUCTION ADHESIVE ON SUPPORTING MEMBERS AND FASTENED INSTALLED IN STRICT ACCORDANCE WITIi ALL MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES MAX MAXIMUM REPRESENTATIVE OL THE COMRFTE STRUCTURAL SYSTEM. WITH Bd DEFORMED SHANK NAILS AT A MAXIMUM 6"O.C.AROUND ALL SUPPORTED PANEL EDGES(EN)AND MIN MINIMUM 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES ANY PERMITTING WOOD FRAMING SPECIFICATIONS 12'O.C.ALL INTERMEDIATE SUPPORTS(FN). 3. WERE ADHESIVE AND MECHANICAL ANCHORS ARE SPECIFIED TO G ANCHORED INTO SOLID CONCRETE WALLS, -DIG-SAFE-(1-BBB-344-7233)AT LEAST 72 HOURS IN ADVANCE OF ANY WORK THAT WILL SLABS,BEAMS AND/Olt ANY OTHER STRUCTURAL CONCRETE,EXISTING OR PROPOSED,THE CONCRETE STALL NS NEAR SIDE AGENCIES.AND J REWIRE EXCAVATION. I. ALL WOOD MEMBER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDED PRACTICE OF THE 4. ALL NON-BEARING PARTITIONS PARALLEL 70 EOSINS SHALL BE SUPPORTED AT THEIR BASE BY A"JOB7 HAVE A MINIMUM 2 DAY STRENGTH OF 3,000 PS N7S NOT TO SCALE AMERICAN FOREST 8 PARER ASSOCIATION(AF&PA)NATIONAL DESIGN SPECIFICATION FOR WOOD DIRECTLY UNDER THE PARTITION OR WERE THE PARTITION FADS BETWEEN JOISTS.20 BLOCKING AT A 4 ALL BORE HOLES INTO THE ANCHORAGE BASE STALL BE DRUM WITH A CARBIDE BIT, LEANED WITH P7 PRESERVATIVE TREATED CONSTRUCTION(NDS). SPACING NOT TO EXCEED 24'O.C.BENEATH THE WALL ABOVE 2.4 BLOCKING SHALL BE SUPPORTED BY PRESSURIZED AIR AND A WIRE BRUSH THE DIAMETER AND TYPE OF DRILL BIT SHALL CALL BE AS SPECIFIED IN DESIGN LOADS CONTINUOUS ZX LEDGERS ALONG THE JOIST OR BY JOIST HANGERS THE SIMPSON'ANCHORING A FASTENING SYSTEMS'TECHNICAL MANUAL LATEST EDITION. RB RIDGE BEAM ,AND PLYWOOD USED W CONSTRUCTION OF THIS STRUCTURE 2 ALL WOOD MEMBERS ENGINEERED LUMBER SHALL BE NEW MATERIAL ALL WOOD AND ENGINEERED LUMBER MEMBERS SHALL BE FREE FROM CRACKS 5. ALL POSTS SHALL BE CARRIED DOWN M FOUNDATIONS JOIST CAVITIES WITHIN THE FLOOR THAT FALL IN S. ANCHOR SELECTION SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE SIM SIMILAR 1. OESfFI DEAD LOADS: KNOT HOES,NOTCHES AND OTHER STRUCTURAL DEFICIENCIES. RUNE WITH POSTS SHALL BE BLOCKEDE BETWEEN THE TOP PLATE a THE WALL BELOW TO THE UNDERSIDE OF THE SOLE PLATE ABOVE - A ADHESIVE ANCHOR T/ TOP A SLOPED ROOF AREAS 20 PSF 3 WOOD FRAMING SIZES VERTICAL FRAMING,HORIZONTAL FRAMING,FIRESTOPS,ANCHORAGE FURRING AND o.CONCRETE AT T&S TOP AND BOTTOM B.FLOOR 20 PSF CONNECTORS NOT SHOWN ON DOCUMENTS SHALL BE PER INC MINIMUM REQUIREMENTS 6. BLOCKING FOR INTERIOR FINISHES SHALL BE PROVIDED IN ADDITION TO MINIMUM STRUCTURAL CONFICURATION b.GROUT FILLED CMU AT LI.J SHOWN ON THESE DRAWINGS REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFIC CONFIGURATIONS THAT TVs TO DE REMOVED L LIVE LOADS WILL REQUIRE ADDITIONAL BLOCKING TOW TOP OF WALL 4. ALL WOOD MEMBERS USED FOR EXTERIOR CONSTRUCTION OR W CONTACT VATU CONCRETE(SILL PLATES) B.MECHANIC%ANq/O2 F SHALL BE PRESERVATIVE TREATED(PT)LUMBER.WATER-BORNE PRESERVATIVES SHALL BE USED AND a CONCRETE WEDGE-ALL IS11 TOP OF WALL A ATTICS WITHOUT STORAGE 10 PSF LUMBER SHALL BE TREATED IN ACCORDANCE WITH AWPA Ul AND USE CATEGORY CONSISTENT WITH THE 7. MULTIPLE MEMBER,MULTIPLE PLY OR BUILT-UP BEAMS SHALL HAVE PUSS CONNECTED IN ACCORDANCE WITH ITyp TYPICAL S TOP G SAIL O b.GROUT FILLED CMU WEDGE-AIL B.ATTICS WITH UNITED STORAGE 20 PSF PROPOSED MEMBER USE AS FOLLOWS: MANUFACTURER RECOMMENDATIONS. E- W LO C.RECKS AND EX7HAN BALCONIES 40 PSF A UCL INTERIOR POTENTIALLY DAMP LOCATIONS VB VALLEY BEAM LO D.ROOMS OTHER THAN SLEEPING ROOMS 40 PSF S.UC3& EXTERIOR NOT IN CONTACT WITH GROUND 8. ALL WOOD MEMBERS STALL BE PRE-GRILLED PRIOR TO INSTALLATION OF BOLTS OR LAGS TEMPORARY CONSTRUCTION SHORING VIF VERIFY IN FIELD U w `� E STAFFING ROOMS 30 PSF C.UC40. EXEEIOR IN CONTACT mTI1 GROUND 9. PROVIDE STANDARD JOIST HANGERS ON ALL FLUSH BEAM AND BEAM AND MST ENDS T HAT DO NOT BEM O w Z O F.STAIRS 40 PSF(3lpp OVER 4 S0.IN.) 4] G.ROOF(54:12 PITCH) 20 PSF(SEE SNOW LOADS) S. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PT CUMBER SHALL BE HOT-DIP,ZINC COATED ON WALLS OR BEAMS. 1. PORTIONS OF THE EASING STRUCTURE PROPOSED TO BE ALTERED WILL REWIRE TEMPORARY CONSTRUCTION rr/ WITH H.ROOF(xt 12 PITCH) 16 PSF(SEE SNOW LOADS) GALVANIZED STEEL OR STAINLESS STEEL AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S STORING. RECOMMENDATIONS 10. ALL WOOD FRAMING SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENING SCHEDULE L TABLE 4. SNOW LOADS: (W M TINE)AS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TY R FAMILY OWED IN 2 ALL SNORING WORK ARATY BE CARRIED OUT BY. WALIFlED SHORING CONTRACTOR HE EXTENSIVE Q LLJ Q 6. ALL WOOD STUDS,JOISTS AND BEAMS SHALL BE MINIMUM p2 HEN-FIR,OR p2 SPRUCE-PINE-FIR(S-P-F), (WFCM-2001)A LISTED FOR EXP IR C.OR TABLE R6SHEAR W THE IRC ALL AND IA AS INDICATED IN EXPERIENCE IN SIMILAR TYPE SHORING PROJECTS UPON NEWEST OF THE OWNER THE SHORING LU W J ' A GROUND SNOW LOAD:(Pd 30 PSF OR BETTER. ALL LUMBER SHALL BE STAMPED WITH ME GRADE MARK OR AN APPROVED LUMBER TESTING SHALL LLL BE FASTENED IN DR WINGS,THE MORE STRINGENT SHALL ACCORDANCE VAIN THE SHPEM WALL AND DIAPHRAGM FASTENING SCHEDULES AGM ASSEMBUES CONTRACTORA.REFERENCE PROJECTS"IX CONTACT PERSONS OWING W C W B.EXPOSURE FACTOR.(C.) 1.1 OR GRADING AGENCY W ACCORDANCE WITH DOC PS-20. FINGER JOINTED LUMBER SHALL NOT BE ON THESE DRAWING'S, NAILS FASTENING SHEATHING TO SUPPORTING MEMBERS SHALL BE DRIVEN SO B.CERTIFICATE OF INSURANCE FOR OWNER APPROVAL J O w C.THERMAL FACTOR(C) 1.0 PERMITTED. THAT THE NAIL HEAD IS FLUSH NTH THE SHEATHING SURFACE. _ D.SNOW IMPORTANCE FACTOR:(I.) 1.D 3. THE SHORING CONTRACTOR SHALL PROVIDE SHORING AS NECESSARY TO MAINTAIN AND PROTECT THE J J E FIAT ROOF SNOW LOAD;(pr) 27.1 PSF 7. ALL ENGINEERED WOO)PRODUCTS STALL BE AS MANUFACTURED BY REVEL BY WEYERHAEUSER,TRUS JOS7 11 ALL ZX JOISTS SHALL BE PROVIDED MIN ONE LINE OF BRIDGING FOR EACH B FEET OF SPAN. BRIDGING EXISTING BUILDING COMPONENTS PROPOSED TO REMAIN IN PLACE 6 W > F.SLOPED ROOF SNOW LOAD,(p.) 23.1 PSF(ALL SLOPES O Cr1.1) OR AN APPROVED SUBSTITUTE WERE AN ALTERNATE PRODUCT IS PROPOSED,LAMINATED VENEER LUMBER SHALL CONSIST OF METAL CROSS WOOD CROSS(1%3 MIN)OR 2X SOLID BLOCKING of EQUAL DEPTH TO THE (LVL),PARALLEL STRAND LUMBER(PSL),AND LAMINATED STRAND LUMBER(LSL)SHALL BE MANUFACTURED JOIST CONTINUOUS 1X3 STRAPPING ACROSS THE BOTTOM OF JOISTS SHALL SATISFY THIS REQUIREMENT. 4. ALL SHORING STALL BE INSTALLED TO PREVENT SETTLEMENT,SHIFTING AND/OR MOVEMENT OF ANY PORTION U) N O LU 4 WIND LOADS: TO THE MINIMUM PROPERTIES SPECIFIED BELOW. ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED IN FLOOR AND ROOF TRUSS COMPONENTS SHALL HAVE BRIDGING OR BRACING LINES AS SOWN ON TRUSS OF THE STRUCTURE THE SHORING CONTRACTOR SHALL ACCEPT FULL RESPONSIBIRTY FOR METHODS AND O O ACCORDANCE WITH THE DETAILS ON THESE DRAWINGS AND THE MINIMUM STANDARD DETAILS PROVIDED BY MANUFACTURER DRAWINGS ENGINEERED LUMBER AND I-JOISTS SOUL BE SUPPORTED LATERALLY AS SEQUENCING OF SHORING OPERATIONS A ANALYSIS PROCEDURE ASCE 7-METHOD I THE MANUFACTURER REWIRED BY THE MANUFACTURER. O B.BASIC WIND SPED(V) III MPH 5. THE SHORING CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE STRUCTURAL INTEGRITY OF THE C. OCCUPANCY CATEGORY 0 PROPERtt Ull E& LSL PSL(GOL) 12. FRAMED OPENINGS SHALL HAVE TRIMMER AND KING STUD QUANTITIES AS FOLLOWS SHORED CONSTRUCTION DURING SHORING WORK AND FOR THE ENTIRE DURATION THAT SHORING IS IN PLACE D.WIND IMPORTANCE FACTOR.(6) 1.0 EXTERIOR WALLS E EXPOSURE C MODULUS OF ELASTICITY(E),Psi 1.9X10l 20X10"6 I.SSOO"6 1.8X10"6 OPENING SIZE 1BIMb1E@ BUNG. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE EXTENT OF ALL EXISTING FRAMING TO BE FLEXURAL STRESS(Fb),Psi 2.600 2900 2.325 2400 UP TO 4'-O" 1-2X 2-2X SHORED IN PLACE IN ORDER TO ACCOMMODATE THE PROPOSED WORK GENERAL AREAS TO BE SHORED Q XU COMPRESSION PERPENDICULAR(Fc) 750 750 BOO 425 OVER 4'-0'TO 8'-0" 2-ZX 3-ZX INCLUDE BUT MAY NOT BE LIMITED TO THE FOLLOWING: SHOP DRAWINGS COMPRESSION PARALLEL(Po) 2510 7-900 2050 LSOO OVER 5-0'TO IV-O" 2-2X 4-ZX A PORCH ROOF ALONG T STEM PARALLEL(Fr) 285 290 310 190 OVER 10'-0'TO IV-O' 3-2X 5-2X B.REMAINING PORTIONS OFF FRONT HALL THE LOW ROOF AND CE0.1NG OVER THE EASING MUDRDOM/KITCHEN/PORAI 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER WITH THE GENERAL CONTRACTOR'S B. ALL PREFABRICATED WOOD I-JOISTS SHALL BE iLEVEL BY WEYERHAEUSER,TRUSS JOIST TJ SERIES AREA ALONG THE REAR WALL g RENEW STAMP AND SIGNATURE AT A MINIMUM,THE FOLLOWING SHOP DRAWINGS SHALL BE PREPARED AND INTERIOR WALLS: C.PORTIONS OF THE FASTING PSL BEAM IN THE BASEMENT DURING COLUMN REPLACEMENT. @ SUBMITTED BY THE GENERAL CONTRACTOR FOR REVIEW* JOISTS OR AN APPROVED SUBSTITUTE I-N.ISIs STALL A PROVIDED J ACCORDANCE WITH THE OPENING SIZE TRIMMER PING. $ DEPTH AND SERIES SPECIFIED ON THE PLAN. PREFABRICATED WOOD I-.GISTS SHALL CONFORM TO UP TO 4'-0' 1-IX 1-2X . A ENGINEERED LUMBER FRAMING ASTM D 5055. OVER 4'-0'TO V-0' 2-ZX 2-2X TITLE: E B.OPEN WEB FLOOR JOISTS y 9. ALL PREFABRICATED OPEN WEB JOISTS SHALL BE OPEN JOIST TEI-FORCE AS MANUFACTURED BY OPENINGS GREATER THAN 4'-0'STALL HAVE A SINGE 2x ON FIAT 70 MATCH STUD DEPTH ALONG THE TOP 9 L ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO SUBMISSION OF SHOP DISTRIBUTION OPEN JOIST 2000.INC.(eve.ojWforcacom)OR AN APPROVED SUBSTITUTE OPEN WEB OR BOTTOM OF HEADER. FASTEN TO HEADER e/2-ROWS IDd 0 6"O.C. s DRAWINGS. JOISTS SHALL BE PROVIDED IN ACCORDANCE WITH THE DEPTH AND SERIES SPECIFIED ON THE PLAN. 3. RENEW OF THE SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTORS FROM 10. ENGINEERED FRAMING SERVICEABILITY LIMITS SHALL BE AS FOLLOWS: 13. CONVENTIONAL RAFTER FRAMING AND RIDGE 80ARD STRUCTURAL NOTES 3 CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS LL IL RIDGE BOARDS OF MINIMUM 2L MATERIAL WITH A DEPTH TD MATCH THE VERTICAL CUT OF A CONVENTIONAL g FLOOR JOISTS SHALL SPAN/480 SPAN/240 RAFTER BE PROVIDED ALONG ALL RIDGE LINES SHOWN ON THE PLAN UNLESS A RIDGE BEAM IS &SPECIFICATIONS trJ 4. PROPOSED CHANGES,SUBSTTUTONS OR DELETIONS MADE BY THE CONTRACTORS SHALL BE SUBMITTED TO SPECIFIED. WERE THE VERTICAL RAFTER CUT EXCEEDS 1>Y',PROVIDE AN LSL OR LA RIDGE BOARD. THE ARCHITECT/ENGINEER IN WRITING FOR RENEW AND COMMENT PRIOR TO THEIR INCORPORATION INTO THE FLOOR BEAMS SPAN/360 SPAN/240 PROVIDE COLLAR TIES ON CONVENTIONAL RAFTER FRAMING OF AT LEAST 2A BOARDS LOCATED AT A PROJECT. CHANGES,SUBSTITUTIONS OR DELETIONS WHICH HAVE NOT BEEN REVIEWED BY THIS PROCEDURE ROOF RAFTERS/BEAMS(e/CLG FINISH) SPAN/360 SPAN/240 DISTANCE OF IS OF THE RIDGE HEIGHT DOWN FROM THE RIDGE BOARD AND A MAXIMUM SPACING OF 48'O.C. WILL BE CONSIDERED UNACCEPTABLE ROOF RAFTERS/8EAMS SPAN/240 SPAN/18D(I"MAX) 5. RECORD SETS OF SUBMITTALS,INCLUDING SDP DRAWINGS SAMPLES,DATA AND CERTIFICATES SHALL BE I1. ALL WOOD STRUCTURAL PANEL WSP SHALL CONFORM TO THE REQUIREMENTS OF DOC PS-2 WITH A BOND 14. ALL BUILT-UP BEAMS INGTHAT A WOOD BEAMS,AND GIRDER TRUSSES MUST BE SUPPORTED BY POSTS ( ) WI119N THE WALL FRAMING THAT ARE DIRECTLY ALIGNED WITH THE BEAN OR ORDER TRUSS MOVE ALL MAINTAINED IN THE FIELD OFFICE BY THE GENERAL CONTRACTOR CLASSIFICATION OF EXPOSURE I.WDOD STRUCTURAL PANEL SHALL BE STAMPED WITH AN ARA TRADEMARK BUILT-UP BEAMS OF 2X CONVENTIONAL FRAMING MEMBERS SHALL BE SUPPORTED BY AT LEAST THE SAME DATE ISSUED: INDICATING ME I HCKNESS,GRADE AND SPAN RATING INDICATED ON THE DRAWINGS AND WITION THE SEAR NUMBER G BUILT-UP STUDS ALL ENGINEERED WOOD BEAMS AND GIRDER TRUSSES MUST BE SUPPORTED p9 S. ERECTIONS SHALL ONLY BE MADE FROM SHOP DRAWINGS THAT HAVE BEEN SIGNED BY THE GENERAL WALL AND DIAPHRAGM NOTES. BY A MINIMUM OF A 3-PLY BUILT-UP STUD OR THE NUMBER OF STUDS REWIRED EO MEET OR EXCEED THE 06.18.2013 6 CONTRACTOR AND STAMPED VAIN ARCHITECT/ENGINEER'S REVIEW STAMP DENOTING NO CORRECTIONS ARE WIDTH OF THE FRAMING MEMBER ABOVE WICI EVER IS LARGER. WERE SOLID OR ENGINEERED POSTS ARE 9 REQUIRED. 17 ALL JOIST HANGERS.COLUMN CAPS,COLUMN BASES.HOEDOWNS,METAL CONNECTOR PLATES AND OTHER SHOWN ON THE DRAWINGS THOSE SHALL BE CONSIDERED TO SATISFY THE MINIMUM POST REQUIREMENTS. REVISIONS: ENGINEERED WOOD CONNECTION PRODUCTS SHALL BE AS MANUFACTURE)BY SIMPSON STRONG-TIE CO.,INC. y (_..b ngUe.com)OR AN APPROVED SUBSTITUTE. ALL PRODUCTS SHALL BE INSTALLED IN STRICT 15. CONSTRUCTION BRACING SHALL BE PROVIDED BY THE CONTRACTOR TO MAINTAIN THE BUILDING PLUMB AND FOUNDATIONS ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS TRUE THE BRACING SHALL REMAIN IN PLACE UNTIL ALL THE LOAD BEARING AND STEM WALLS ARE CCOMPLETELYSHEATHED,CONNECTED AND ANCHORED. $ 1. THE STRUCTURAL FOUNDATION PLAN IS BASED UPON THE FOLLOWING PRESUMPTIVE SOT.PARAMETERS: 13. WIRE NAILS SHALL BE IN ACCORDANCE WIN THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION(AITC), s A BEARING CAPACITY 3,000PS'(IRC TABLE 401.4.1) AMERICAN WOOD COUNCIL NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS)AND ASTM F 16. CUTTING AND NOTCHING STALL BE AVOIDED WHEREVER POSSIBLE WEN ABSOLUTELY NECESSARY,CUTTING B.ACTIVE EARTH PRESSURE 40 PCF 1667. ALL NAILS SPECIFIED ON THESE DRAWINGS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE THE AND NOTCHING OF STRUCTURAL FRAMING AND LOAD BEARING ASSEMBLIES SHALL BE UNITED BY THE 9$ C.AT-REST EARTH PRESSURE 60 PCF FOLLOWING MINIMUM DIAMETERS SHALL BE USED FOR THE COMMON DESIGNATIONS ON THESE PLANS: PROVISIONS OF THE IRC: g 2 ALL PRESUMPTIVE SOIL DESIGN PARAMETERS ASSUMED ON THESE DRAWINGS SHALL BE CONFIRMED IN P[NNY WT. LEtlGIIi DIAMETER BOOR FRAMING R6028 2.6 THE FIELD BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS(OR WALL FRAMING ROOF/CEILING FRAMING R8OL70 R77 THE LOCAL BUILDING OFFICIAL)PRIOR TO CONSTRUCTION OF ANY FOOTINGS WITHIN EXCAVATIONS A.FLOOR SHEATHING(DEFORMED SHANK) Ed 2)r O.11Y 17. ROOF AND BOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE COMPONENT OF CONSTRUCTION AND DO STRUCTURAL FILL SHALL ONLY BE PLACED UPON UNDISTURBED MATERIAL CONFORMING TO THE B.ROOF SHEATHING(SMOOTH SHANK) Bd Or 0.113' DRAWN BY: BW REQUIRED MINIMUM BEARING CAPACITY. C.SHEAR WALL SHEATHING(SMOOTH SHANK) 8d 2 IV 1S" D D.GENERAL FRAMING(SMOOTH SHANK) Bd 2)f SAW NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OF MATERIALS OR COMPONENTS REWIRED FOR �g aXNsmucnoN PROJECT#: 03808 3. ALL FOOTINGS SHALL BE CARRIED DOWN TO A MINIMUM 6'LAYER OF COMPACTED CRUSHED STONE OVER 10d 3" 0.120' FILTER FABRIC M STRUCTURAL FILL PLACED UPON UNDISTURBED MATERIAL G@ UNDISTURBED MATERIAL 12d 3Y' 0.120' IS, MINIMUM STUD SIZE AND LAYOUT FOR LOAD BEARING AND SHEAR WALLS CONFORMING TO THE REWIRED MINIMUM BEARING CAPACITY UNLESS NOTED OTHERWISE ON THE DRAWINGS 16d 3T 0.131' DRAWING NO.: 4, NO FOOTINGS SHALL INTERTIOR WANTS 20 O 16'O.C. BE PLACED IN WATER OR ON FROZEN GROUND. THE FOLLOWING MINIMUM TE OR WALLS 2s6 016"O.C. FOOTING DEPTHS ARE REQUIRED AS MEASURED FROM THE TOP OF ADJACENT GROUND SURFACE OR N 4 SLAB TO THE BOTTOM SURFACE OF FOOTING 19. EXTERIOR WALLS A7 CLEAR STORIES SHALL BE BALLOON FRAMED. INTERIOR(HEATED) 12 INCHES S O 0 g EXTERIOR(UNHEATED) 4 FEET K� L o3 r STAMP: POST SCHEDULE d MARK 9ZE POST CAP POST BASE •• - P224 (2)-2x4 J' l AE P324 (3)-2x4 - - P424 (4)-Zx4 - - P226 (2)-2x6 - - P326. (3)-2x6 - - P426 (4)-2x6 - - P44 4x4 AC/lPC/ACE(NOTE#3) BC/BCS P66 Ed ACAPC/ACE(NOTE#3) ABU66(NOTE 14) P35P 3)'x5Y"PA AC/1PC/ACE(NOTE#3) BC/BCS AC/LPC/ACE,TYP uldng _ P55P 5Y'xS4"PA (COO ONLY WHERE ABU66(NOTE 14) ��<533 Knox Tru1 Suite 201,�c SHOWN E 3' I Sao AL9 01720 NOTE#3) 4 lIS/fi"x8'xlf' _ _ uvcc�us.mm CS w O.D.CONCRETE LCC (SPRINGFIELD PLATE), RULED LALLY COL SEE I/SI.O 10' ° oO POST SCHEDULE NOTES: (E)GONG FNDN WALL VIF WF 1. "-PY ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. (E)LALLY COI,VIF 2. "-W ADDED TO THE POST MARK INDICATES A WOLMANIZED POST. 3. CAPS NOT REWIRED FOR POSTS MTHIN WALLS UNLESS SPECIFICALLY NOTED ON THE PLAN. CCO/ECGO TYPE CAPS ARE REOURED ONLY WHERE SHOWN ON (E)JACK POST,VIF THE PLAN AND SHALL BE SIZED FOR THE BEAM(S)SIZE AND ORIENTATION ° THAT THE POST IS SUPPORTING 4. ABU BASES ARE REOUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAM. BASES NOT REWIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED (E)CMU CHIMNEY FNDN,VIF ON THE PLAN. o° INSIDE FOC,VIF o BLOCK FlR CAVITY SOLID BENEATH POST ABOVE TYP tY-I}",VIF LJ,J (AUGN n/SECOND FLOOR DORMER WALL ABOVE) SAWWT SLAB FOR NEW FIG, PLACE RUSH TO(E)SLAB O Ln C3 1 T1'PC 1 C3 I C3 I 1 _ EJJ sl.o I I I I s.o ss co U LLI .p REPLACE(E)JACK COL I I I (- I�J .. a 7— Z N (E)CMU FNDN WALL.VIF n/NEW COL ON F I I O w O OF 3 Q Q b d I Q C/) Lv w w c J w m s I � J O Lu L.L (E)POST ABOVE,TYP Q Z J 66 J J > — P55 Of N O w BLOCK RR CAVITY SOLID BENEATH POST ABOVE TYP O O P ' I � O c) Q SOLID Zx BU(TO 3 MATCH JST DEPTH . BTWN EA(E)JST JST ,5T TRLE: E TOE NAIL BU(TO BM !— n/TUN}lOd 4-1 CONT SOLID -T BLX BTWN EA 3 ABM PER FOUNDATION PLAN W' F PLAN $ TOE NAIL EA JST TO +YEi (E)BM n/2—IDd (E)BM PER PLAN I LCC COLUMN CAPiACILCC CDm m ca X TO C m DATE ISSUED: FOUNDATION PLAN 1 06.18.2013 TACK WELD LALLY 6 TACK WELD LAL.Y TO CAP RING MIN 1/4'=t__ REVISIONS: TO CAP RING MIN rt COL. 4 LOCATIONS 4 LOCATIONS FOLNOANON AAN NOTES - - Col.PER PLAN FOOANG SCHEDULE y I BASE PLATE SIZE PENFORCEMIENT 1. SEE DRAWING SDA FOR STRUCTURAL NOTES AND ABBREY AlONS. s .�.II �ICc MARK o—x x-,0 BOTTOM TOP RE)1ARK 2. FOOTINGS DENOTED"F#.(SEE FOOTING SCHEDULE PLACE TOP OF FOOTING FLUSH MTH EKISTING SLAB. 'r VIF I 3. POSTS DENOTED"C(SEE POST SCHMULF 3.5 OR 4/6"x8"xYJ'SPRI4./ ELIVAMON g RATE PER POST AL 8��� 4. CONFIRM ALL ELEVATIONS MIN SITE PLAN AND ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. e 4-X�"DIA MECHANICAL F3.0 3'-0"x3-O'x10'2)r MIN EMB 5. SEE DRAWING S3.1 FOR HOLDOWN LOCATIONS DRAWN BY: BW PROJECT#: 03BOB DRAWING NO.: TACK WTO PFNDN/COL MIN 4 LOCATIONS ,C7 1 - LALLY•COLUMN ' SCALE:I"=V-0" . L-� r STAMP: BEAM SCHEDULE POST SCHEDULE „ZLOF " ) •. �� MART( IJ POST CAP POST BASE .3'J�� '. B FRAMING MEMBER SIZE II j• 6 1 t QUANTITY(PLYS) C'TYPE(2x W OW77ED) PZ24 (2>-2x4 - - 'A'LOCADON ,.[� D"TREATMENT EXAMPLES 82210-PT (NONE IF OMITTED) P324 (3)-214 H328=3-PLY,ZX8.HEADER F3214L-2-PLY,14'LVL,FLUSH BEAM OB2210-PT=2-PLY,2x10,PRESERVATIVE TREATED,DROP BEAM P424 (4)-2x4 - - MARK-A' LOCATION MARK-C" TYPE P226 (2)-2z6 H HEADER L LVL DO DROP BEAM IS LSL P326 (3)-bfi - - FIB FLUSH BEAM P PA RB RIDGE BEAM GL GLU-LAM P426 (4)-2z6 - - VB VALLEY BEAN PM 4.4 AC/LPC/ACE(NOTE 13) BC/BCS HS HIP BEAM - Y ^ MARK'0' TREATMENT FES 64 AC/LPC/ACE(NOIE J3) ABU66(NOTE/4) ' PT PRESERVATIVE TREATED P35P 31f x5Y'PSL AC/IPC/ACE(NOIE p) BC/BCS W WOLMANIZED (E)SILL PLATE. TYP CONVENTIONAL LUMBER ENGINEERED LUMBER Ac/LPC/ACE'TYP I VIF ANCHOR PER INSTALL SILL ANCHOR BOLT TYPE AB-2 PER ANCHOR BOLT SCHED 5Lt Cowuldng S=mml Engin=,Inc MARK"8- QUANTITY-SIZE MARK-B' WANTITY-SIZE P55P SY'xSY'PSI. (SH SHOWN ON PLANCOO ONLY E ABU66(NOTE J4) DETAIL A/52.1 0 48'O.C.MAX Si Knox Trail,Svilc 201 226 (2)-2x6 27 (2}IY-z7Y" NOTE p) �i Acron,DLS 01720 0.R'N'.<5C.O5.COm 326 (3)-2x6 37 (3)-1 Y•x7Y11$/6ELD PLATE). � 31f•�Z�Cg Lcc (SI'PoNOTEID PLATE), - — — — — —128 (I)-2x8 29 (2}tYz9Y. I SEE 1/SI.O — — — — — — — — — Ei 228 (2)-2x8 39 (3)-1Y-x9Y." 1 I A 328 (S}2z8 I11 POST SCHMULF NOTES: 1 1210 (i)-wo 211 (2)-IY"xl�' 1. "-PY ADDED M THE POST MARK INDICATES A PRESSURE TREATED POST. S21 I m 2 •-W'ADDED TO THE POST MARK INDICATES A WOLMANIZED POST. I 2210 (2)-2x10 311 (3)-lY"x11Y." 3. CAPS NOT REWIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED I _ 3210 (3)-2z10 112 (1)-IY-xtl%' ON THE PLAN. CCO/ECCQ TYPE CAPS ARE REQUIRED ONLY WHERE SHOWN ON THE PLAN AND SHALL BE SIZED FOR THE BEAM(S)SIZE AND ORIENTATION El 1212 (1)-ZX12 212 (2)-1Y'xll%' I I ^I q m d THAT THE POST IS SUPPORTING. I c5 I I o o c o I r 2212 Zx12 M2 (3)-IYxII%* 4. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE 412 (r PROVIDE TYPE BC OR BCS WHERE THE POST 15 SUPPORTED BY A BEAM. 3212 3 2x12 (4)-lY"x11T6" 4212 (4)-2z12 322 (3)-IY'x22' BASES NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED m m o o ON THE PLAN. LIMIT (E)CONIC BELOW. i BEAM SCHEDULE NOTES: � FNON WALL B OW, N H I c. � 1. SOLID MEMBERS MAY BE SUBSTITUTED FOR THE BUILT-UP LUMBER SPECIFIED. ,( lYP I I I w a i^ I (AUGN n/SECOND FLOOR HOLDOWN ATTACHMENTTO WIND POST PER MFR f I _ — — O LO (E)SILL ANCIIORS MAY BE HODOWN PER PLAN HOL00WN PER PLAN 'a I CS C3 CS CS o, FF _ F-- W � RETROFITTED WITH A PLATE WASHER WHERE OCCURS CL WHERE OCCURS WHERE SIP DIA ARE PRESENT I I L) '•z9" PSL DB I S1 0 O Sk'9Y"PSL D I I 55 U W `0 PLATE WASHER PER (E)WALL SOLE PLATE WINDPDST PER Z Z Z N AS SCHED - HOIDOWN SIZED I� I I I I (�CNU FNDN WALL BELOW O W g O INSTALL STANDARD FIAT OR SAE '" I ) IO 16• I (� FO 16'O.C. I 1— 5 WASHER AND NUT SNUG TIGHT REPLACE(E)JACK COL I I C.URN NEW COL.TIP O 3 ULJ.J W �• UNTIL FIRST RESISTANCE THEN n/ F IICLI COMPLETE WITH ONE FULL T m I I I J C�- Lu L W (E)POST ABOVE.TYP Q O Z_ J I I I i AR PER SCI1ED — — — — — — — _ I 55 ' P55 P55 w W ]I (E)SILL PLATE. F— — — — — — — — — — (n U) O W VF Z O 0 ~ Y I ( III INSTALL SILL ANCHOR BOLO TYPE AB-2 PER ANCHOR BOLT S BENEATHH POST ABOVE 7YP SHED (E)S LL PLATE V f I BLOBLOCKCAVITY SCUD O WF I I I I 48.O.C.MAX I I-'-• O �I uI__ I I I I Q (E)CONCRETE I I I I �07 (E)CONCRETE FNDN WALL FNDN WALL I g 9 ALL SUPPLEMENTAL SILL AB-2 n/ C PLATE WASHER PER PLAN. MAY L — — — J TRUE: a BE INSTALLED IN OTHER g CONFIGURATION SHOWN s SHEAR 1WALL ANCHORAGE r0 EXISTING �g FIRST FLOOR Ogg SILL PLATE HOLE OR NOTCH FRAMING PLAN { DEPTH IN EXCESS OF 11 OF _ ga PLATE WIDTH SHALL BE REINFORCED a/GALVANIZED METAL TIE 0.0.54"(16 GA)Wr MIN 2 AEI PER WALL SEGMENT WIDE AND B-10d NAILS EA - DATE ISSUED: SIDE OF HOLE OR NOTCH INJECTION FIRST FLOOR FRAMING PLAN • ADHESIVE d 06.18.2013 AB-2 PER SIGHED LINO 6" (E)SILL PLATE '� � ANCHOR 1/a'=l'-o- - wF Imo. REVISIONS: 9 FIRST BOOR FRAMING PI AN NOTES O O ANCHOR BOLT BCF7EDIILE 1. SE DRAWING SO-1 1 FOR STRUCTURAL NOTES AND ABBREVIATION 3 SPACING...._ lWCHOR EMBEDMENT THREADED EFFECTIVE HOOK y MAX 48"O.C.MA% BOLT OIAASTM T1PE LENGTH PROJECTION LENGTH LENCTIi FINISH 9� TLATE OF OR PER SHEAR V-0" 1-0" MARK GRADE (L4) (X) (L) (HK) WALL SCHED MAX MAX - - - g 0.229-0"xY GALV.STEEL AB-2 36• 3 4"(AT) 'AT VIF - CALV. PLATE WASHER - DRAWN BY: AB-3 3 NOTE 14 6' NOTE/4 CALV BW E NOTES; 1B.MAA ANCHOR BOLTS SHALL BE SUPPUED MIN NUTS AND STANDARD WASHERS. PROJECT#: 03808 ED 1. AB-2 UNo,SEE ANCHOR BOLT SCH .MAXIMUM ANCHOR BOLT SPACING AT EXTERIOR WALLS 2 ALL ANCHOR BOLTS MARKED AB-2 WITHN EXTERIOR WALLS AND SHEAR WALLS SHALL BE SUPPLIED g SHALL BE 48"OR PER SHEAR WALL SCHEDULE GALVANIZED PLATE WASHERS ARE REQUIRED AT WITH NUTS AND 0.Z29"x3'x3'STEEL PLATE WASHERS. DRAWING NO,: • ALL EXTERIOR WALLS. 3. AB-2 MAY BE SUBSTITUTED WITH Y0x6"SIMPSON R1FN HD SCREW ANCHORS(THD6260OHMG). ' Z. PROVIDE MIN TWO(2)ANCHOR BOLTS PER WALL. 4. AB-3 SHALL BE TYPE-3 HAVING DIAMETER AND EMBEDMENT AS PERMITTED IN THE HOLDDWN SCHEDULE. C2 3. ANCHOR BOLTS SHOWN MAY BE OMITTED WHERE A HOLDOWN ANCHOR IS LOCATED IN THE SAME 5. ALL MATERIALS SHALL BE GALVANIZED. STUD BAY. S_/ 1 9 SILL PLATE ANCHORAGE n ANCHOR BOL r SCHEDULE L ;3 A SALE:3/4"=1'-0" D SALE:I"-1'-0" L-� r STAMP: POST SCHEDULE ) BEAM SCHEDULE �,WQF ��0�FRAMING MEMBER SIZE NARK SIZE POST CAP POST BASE ff QUANTITY (PLYS) C•TYPE(2x IF OMITTED) P224 (2)-2x4d4a'rT •A"LOCATION r'D'TREATMENT /. B221S-P� (NONE IF OMITTED) H32aEXAM I;-3—PLY, P324 (3)—Txa — — , �:marit• � H328=}PLY,2x8,HEADER FBT14L=2-PLY,14•LVL FLUSH BEAM 082210-PT=2-PLY,2.10,PRESERVATIVE TREATED,DROP BEAM P424 (4)-2<4 - - MMK'A" LOCATION MARK"C' TV'PE p226 (2)-2c6 - - H HEADER L LVL 00 DROP BEAM LS LSL P326 (3)-ZX6 - - LIABT OF(E)PORCH ROOF 7D REMAIN TO FLUSH BEAM P PA RE RIDGE BEAM 0. GLU-LAM P426 (4)-2x6 - - /� j• _. VB VALLEY BEAM - - P44 4x4 AC/LPC/ACE(NOTE 13) BC/Bcs HB HIP BEAM - - � 7// MARK"D" TREATMENT - - P66 6x6 ACAPC/ACE(NOTE 13) ABU66(NOTE 14) i 3w (E)RLOKLOW OARS PT PRESERVATIVE TREATED ./336®LEDGER LOK EONS (E�P R :V.VP W �� P35P 3YsxSY•PA AC/LPC/ACE(NOTE/3) BC/BCS j I I CONVENTIONAL LUMBER ENGINEERED LUMBER AC/LPC/ACE ETYPRE t !, ONTI UOUi 3- Y 1 "x22 LVL RIM I VERI TH I�FT TYP CousW Stsu—1 En ttc,Inc PSSP "x5Y"PA ( ONLY WHERE ABU66(NOTE./4) i 1' j 522 3 K MARK"B• OUANRTY-SIZE MARK"B" OUANTTY-SIZE SHOWN ON PLAN, 226 (2)-Tx6 27 (2)-1�"x7Y.• Si Knox Tnil,Suitt 201 � Sct�onc LA 017ZA 326 (3)-2n6 37 (3)-14"x7Y.' fixB+Jf C3 O.D.CONCRETE LCC (SPRIN(E1EID PLATE). II 128 (I)-2xa 29 (2)-Il"x9Y." FlL1ID IALEY COL SEE 1/51.0 SOLD SIX TO MATCH JST DEPTH,MIN F 228 (2)-2xB 39 (3)•13:'x9Y.• 2-BAYS ALONG ALL WALLS PARALLEL Sze (3)-2x8 III (1}IZ:•xllY" POST SCHEDULE NO tE4 TO JST SPAN 0 48"O.C.TYP I 3 SIN12. 1210 (I)-2xlo Tn (2)-I�"xl�" 1. "-PP AWED TO THE POST MARK INDICATES A PRESSURE TREATED POST. s2z 2210 (2a-2x10 311 (3)-I�"xl�" 2 •-W AWED TO THE POST MARK INDICATES A WOLMANIZED POST, u JAB. _ 3. CAPS NOT REWIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED3210 (3}Tx10 112 (1)-I):'x11Tb ON THE PLAN. CCO/ECW TYPE CAPS ARE REWIRED ONLY WHERE SHOWN ONOJ413212 (7}Zxl2 212 (2}li:•x71J1;" THE PLAN AND SHALL BE SIZED FOR THE BEAM(S)SIZE AND ORIENTATION ITI1AT 1HE POST IS SUPPORTING. 2272 (2)-2xl2 312 (3)-1�"x1TT5• 4. ABU BASES ARE REQUIRED ONLY AT POSTS REARING DIRECTLY ON CONCRETE 3212 (3)-W2 412 (4)-1�"xllib• PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAM. 4212 (4)-2x12 322 (3)-1�"x22• B�ENP�OUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTEDBEAM SCHEDULE NOTESI. SOLD MEMBERS MAY BE SUBSTITUTED FOR THE BUILT-UP LUMBER SPECIFIED. OST 2x6(MIN)STRONGRv., T EA L_LJ TRUSS a/3-I0d X P324(ALIGN r/POST ABOVE) 'r�/ �1 3 Ws7 s/I t'�I 522 D FB,21 } ow I 9V I. NO RIM, kill 55- Cn W `O FASTEN(E)LFDGER BOARD i7 2 u -Z" I I sPL((E PQRMI N PoN I I - �, 4 II FASTEN(E)LEDGER BOARD z Z ZQ CV ./3% LEDGER LOK SCREWS ( 2� /336'LEDGER LOK SCREWS O W O 0T6.O.C.STAGaRm (c) 's•I OC.I.. I -PL 1);" W VL 8 LER IN S22 0 16'O.C.STAGGERED Q O Q I III 0�40 6"0 I I Lu � Lu 2x2x ( TRONGBACK I I I Fill I I J L.L 1_(.1 n/2-I0d NAILS T&S TO RESTRAINED AT EA TRUSS I I i ITRUSS CHORDS /2-10d NAILS TO BOTII I ) I w > CHORD 1 I I I W LJJ > >............ - 3 P66-PT 55- _ Ly w/L VERTICAL w/o 2t YERMAL CONTINUOUS 2-PLY T3:'x,I%LVL RIM BEAM C./7 En CDLJJ Ham, ` I O O `o v~i 1. 2X6 STRONCBACK SHALL BE LOCATED AS CLOSE TO THE BOTTOM CHORD AS POSSIBLE \ I SIM Z 2L-il INSTALLIB SS STRONGBACK AT APPROXIMATELY MID-SPAN. TRUSS SPANS UNDER 16 FEET DO NOT REWIRE 522 I t O A STRONACK,TRUSS SPANS FROM 16 FEET TO 22 FEET SHALL HAVE A STRONGBACK LOCATED AT SM Q APPROXIMATELY MID-SPAN. 522 Q I 3. STRONGBACKS SHALL RUN CONTINUOUSLY ACROSS SIMILAR TRUSS LAYOUT WHE3tM POSSIBLE. Q ALTERING S7RONC8ACKS FOR M/E/P SYSTEMS SHALL BE DONE ONLY WHERE ABSOLUTELY NECESSARY AND SUCH THAT AT LEAST A MINIMUM OF 3 TRUSSES ARE CONNECTED WITH A STRONGBACK ON OTHER SECOND FLOUR FRAMING PLAN NO11S: SIDE OF THE ALTERATION. NO SINGLE TRUSS SHALL BE LEFT WITHOUT A STRONGBACK CONNECTION. 1 gg I. SEE DRAWING 50.1 FOR STRUCTURAL NOTES AND ABBREVIATIONS. 4 �7 TRUSS �< �< 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS VERIFY ALL ��rLOOR T US BRIDGING HEADER ELEVATORS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CD4S7RUCTIDN. g ~ $CANE 1'=I'-0" rq 3. FLOOR DIAPHRAGM SIEAl19NG PER WOOD CONSTRUCTION NOTES ON DRAWING 50.1. TITLE: y ` PLATE NAIL SOLE TO RIM JST n/ FLR DIAPHRAGM / PLATE NAIL SOLE TO RIM JST w/ 4. FLOOR JOISTS DEN07M•OJryp"ARE OPEN WEB FLOOR JOISTS IN ACCORDANCE WITH WOW FRAMING SPECIFICATION NOTE E9 ON C l6d 0 6"O.C.MAX OR PER SHEAR SIEA7HINC PER PLAN 16d 0 6"D.C.MAX OR PER SHEAR DRAWING SOA. PROVIDE STRONG-BACKS AT MID-SPAN IN ACCORDANCE WITH DETAIL A/S22 JOIST HANGER EA JST 70 LVIL RIM WALL SCHEDULE (EN SHEATHING 1D RIM) WALL EDDLL SECOND FLOOR FRAMING PLAN SECOND FLOOR ER R-SHEATHING TO SOLE PLATE EN R-SHEATHING TO SOLE PLATE y FIR DIAPHRAGM PER EXTERIOR WALL SHEATHING PER EXTERIOR WALL SHEATHING 1/4'=1'-0• 9p SHEATHING PER PLAN REQUIREMENTS �T PER Ed 0 6"O.C.FTR PER EXTERIOR NON-LOAD BRG LEDGER PLATE NAIL SOLE TO RIM JST n/ FRAMING PLAN g (EN SHEATHING TO RIM) PLAN DIAPHRAGM TO EA BL1( PER R-SHEATHING, JOIST HANGER FA JET RDA I6d 0 12"O.C.MAX $ 2-ROWS,3)6"TRUS LOK SCREW 0 _ 2-ROWS,336•IRIS LOX SCREW 0 LATERAL RESTRAINT ONLY 2-ROWS,9E"TRUS LOK SCREW 0 24"O.C.EA SIDE LVL RIM,STAGGER 24"O.C.EA SOE LVL PoM,STAGGER n/5"IEDCFR LOK SCREWS LKpppON 24"O.C.EA SIDE LK RIM,STAGGER LOCATIONS EA 90E BY 12" LOCATIONS EA SIDE BY IZ" 0 32'O.0 STAGGERED SHEATHING PER PLAN LOCATIONS EA SIDE BY 12• (EN SHEATHING TO RIM) I I i }PLY LVL RIM PER PLAN i)„ 2-PLY LVL RIM PER PLAN \ 2-PIT LVL BM PER PLAN DATE ISSUED: yr a I j TOE NAIL PoM JST TO PLATE./I6d I - 06.18.2013 t ) MIN Ys"DIA CARRIAGE BOLT n/ ) 0 12'D.C.MAX,STAGGER EA SIDE \ REVISIONS: 5 TOR WE WASHER 0 EA TENSION I U s TIE TYP TOP/BOT BM TO - - PLY FASTENER LINE `�E)RAF'TFR,MF f A35 EA(E)RAFTER TO ' N� 9 M PER PLAN EN TYP 20 LEDGER BRIG WALL BTWH ) s I-JST IRSBLK 0 BAYS 9 TOE NAIL FILM JST TO PLATE n/I6d O.C.IN MST 2 BAYS R )�� LEDGER/RAFTERS ABOVE v� LTT19 TENSION TIE BOT OF I 0 12"O.C.MAX,STAGGER EA SIDE (MATCH JOIST DEPTH) NAIL STRAP AND LOAD BEARING,1ST TYP TOP/80T BM 10 JST TO LVL RIM 0 48" I. TO EA BLX 80.0W B TYP TOP/BOT BM TO PROVIDE CSI6 STRAP JST PER PLAN PLY FASIENER LINE O.C.,1 0 EXTERIOR PLY FASTENER UNE WALLS ONLY RETAINER ALONG WALL OF (E)JST,VIF I-JS7 BlX TO WALL 70P HOLD R-SHEAIHING ABOVE(E) 2x4 CRIPPLE WALL ON(E)BEARING PLATE(DO NOT TOE NAIL 2x6 CRIPPLE WALL .. LEDGER,R-SHEATHING NOT I I WALLS,WHERE OCCURS DRAWN BY: EH TYP BIX TO JST) _ RATED FOR LEDGER SUPPORT 2-ROWS IOd 0 16"O.C.STAGGERED BW y@� "I CRIPPLE WALL INFILL w PROJECT#: 5� 2-ROWS tOd /WSP T°MATCH(E)SHEATHING 7 P�� ,. 03808 SS% 0 16'O.C. g A T/f STAGGERED ,l VIF WF WHERE OCWRS) I_K I� DRAWING NO.: 'AE CSt6xltF"LONG STRAP CENTER ON `J Y•x4"TIMBERLOK SCREW 0 6"O.C., K, Y70•TIMBERLOK SCREW 0 6'O.C., CS16x18•LONG STRAP CENTER ON FACE MOUNT HANGER I I T/(E)PLATE O 32"O.C..ALTERNATE 2-ROWS STAGGERED.MIN Z)r 2-ROWS STAGGERED,MIN Of ' I SIDES OF WALL T/(E)PLATE O 32"O.C. LEDGER LOK SCREW L EMBEDMENT INTO(E)WALL PLATE EN(E)EXT SHEATHING TO WALL EMBEDMENT INTO(E)WALL PLATE EH(E)EXT SHEA7HINC TO WALL STAGGERED PER PLAN c � CONT 2x4 w/2-ROWS,Od O �, PLATE 0 4"O.C.,TYP CONT 2x4./2-Rows 10d 0 PLATE 0 4"O.C.,TYP Zx STRUCTURAL 6"O.C.TD(E)WALL PLATE (E)EXT SHEATHING.VIF 6.O.C.TO(E)WALL PLATE (E)EXT SHEATHING,VIF LEDGER M MATCH S2 . 2 FLOOR BEARING PERIMETER q FLOOR NON-BEARING PERIMETER Z TYPICAL LEDGER CONNECTION S'°BTU INTERIOR FLOOR BEARING 3 SCALE 1 1/2•=1'-0• L SCALE:,1/2"_,•-0• 3 SCALE,•_;-O• d SCALE,1/2•=I'-0" . r STAMP: BEAM SCHEDULE E POST SCHEDULE NDF , 'B'FRAMING MEMBER SIZE NARK 9ZE POSE CAP POSE BASE a``aJ y�Utla1M` QUANTITY(PLYS)-� •C'TYPE(2x IF OMITTED) -61'll_Ih.II 'A'LOCATION 'D'TREATMENT P224 (2)-2x4 82210-P (NONE IF OMITTED) t?SeMP.LFS P324 (3)-2x4 - - H328=3-PLY,2x8.HEADER FB2141.=2-PLY,14'LVL FLUSH BEAM OB2210-PT=2-PLY,2.10.PRESERVATIVE TREATED,DROP BEAM P424 (4)-b4 - - MARK'A' LOCATION MARK'C'ITYPE P246 (2)-2x6 - - H HEADER L LVL oB DROP BEAM LS LSL P326 (3)-Zx6 - - FB FLUSH BEAM P PSI, ' AB RIDGE BEAM GL GLU-LAM P426 (4)-ZxS VB VALLEY BEAM P44 40 AC/LPC/ACE(NOTE 13) BC/BCS RB HIP BEAM - MARK'D' 7AEAT,AEN7 - - P66 6x6 AC/lPC/ACE(NOIE f3) ABU66(NOTE/4) UMIT OF(E)PORCH PT I PRESERVATIVE TREATED P35P 31{'x5Y'PA AC/lPC/ACE(NOTE 13) BC/BCS ROOF BELOW TO REMAIN W WOLMAMZED AC/LPC/ACE TYPE' CONVENTIONAL LUMBER ENGINEERED LUMBERr PSSP S:'x5Y'P9. (CCO ONLY WHERE ASU66(NOTE/4) I :i i) 524 CW7 L BLK 1D Consulting Sauciunl l;nsineu.Inc MARK'B' QUANTITY-SIZE MARK•8' OANTITY-SIZE SHOWN ON PLAN, MATCH JST OFPTIi 226 (2}Tz6 27 (2}I�•z7Y" ALONG NAILER Si Knox Trei4 Sui¢201 326 (3)-2x6 37 (3}IY4'x7Ya' _ 3�/6'zB'x1S' - .78 Tt a 4DL•1 UT720 O.D.CONCRETE128 (1)-2x8 29 (2)-IY4'x9):• F]LALLY COL22e (2}2x8 39 (3}IY4'x9Y.•328 (3}2x8 IIIPOST SCHFDUIE NO I 1210 (I}2x1O 211 (2)-I?•xis' I. •-PY ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. 2 '-W ADDED M THE POST MARK INDICATES A WOLMANIZED POST. 2210 (2}2x10 Sil (3)-1�•x1>Y• 3. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED r I �-LIMIT OF 3210 W-2x,0 112 (,},Si'z1I3f ON THE PLAN. CCO/ECCO TYPE CAPS ARE REQUIRED ONLY WHERE SHOWN ON RAFTER NATTER 1212 (1}2x12 212 (2}f�•x1131i THE PLAN AND SHALL BE SIZED FOR THE BEAM(5)SIZE AND ORIENTATION I ��ABOVE _ THAT THE POST IS SUPPORTING. 2212 (2}2zi2 312 (3}7-xl1W 4. ABU BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE 10 D Ir C 3212 (3}2x12 412 (4}ti:'z17T(• PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAR 4212 (4}2x12 322 (3}l�'x22' ON ES NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED 5?4 I i S24 BEAM SCHEDULE NOTES I , ,. SOUD MEMBERS MAY BE SUBSTITUTED FOR THE BUILT-UP WMBER SPECIFIED. w I i-UNIT TT NAILER nl�I M SP CE VER 211E IF NE[ FB,IL PLATE ABOVE I. 1�L -- P 5P — 35P — 35P I P326 Lu BM CD14T OVER COLD xI0 16' H B 228 228 W cn U W ,o ZQw � O UNIT OF ATTIC FIR 0 Q SHEATHING,TYP C w C w C J x ' H326 H326 H326 .,c J Cl) En O W Z O 52 4 I O F•- 0 Q TRUE: 9 " SECOND FLOOR }> SLOPE ROOF SHEATHING PER PLAN _ CEILING FRAMING p A35 CUP EA RAFTER 70 RARER V"�I V 999i5 6•TRUSS LOK SCREW SECOND FLOOR CEILING FRAMING PLAN 2x NAILER W/396•TRUSS LOK SCREW EA RAFTER 1D NAILER DATE ISSUED: 6 0 16'O.C.TO EA JT STAGGERED 1/4"=1•-O• 06.18.2013 REVISIONS: RAFTER PER PLAN g$ SrmuD FLOOR CER INC FRAMING PLAN HUM - 4 ATTIC FLR SHEATHING BTWN x RAFTER BEARING LINES 1. SEE DRAWING SD.1 FOR STRUCTURAL NO AN ABBREVIATIONS. j FB PER PLAN 2 ALL HEADERS SHALI.BE LOCATED TO ACCOMMODATE RWCN OPENINGS AS INOKATID ON THE ARCHITECTURAL DRAWINGS VERIFY ALL BM HEADER ELEVATIONS AND ROUGH OPENING DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 3� 3. ALL CEILING JOISTS SHALL BE PROVIDED WITH LATERAL SUPPORT BRIDGING AT A SPADING N07 EXCEED 8 FEET ON CENTER ALONG THE g JOIST SPAN WHERE ATTIC FLOOR SHEATHING IS NOT PRESENT. BRIDGING MAY CONSIST OF SOLID BLOCKING BETWEEN JOISTS OR MINIMUM 2x4 CONTINUOUS WOOD STRAPPING FASTENED TO THE TOP OF EACH JOIST WITH 2-8d NAILS 4. BEAMS ON THIS PLAN SUPPORT ROOF FRAMING AND SHALL BE ANCHORED M THEIR SUPPORTING POSTS WITH A COLUMN CAP. WHERE DRAWN BY: $$ \ NO COLUMN CAP IS SPECIFIED OR REWIRED PER THE POST SCHEDULE THEN 2-TS18 TWIST STRAPS SHALL BE USED TO ANCHOR THE BW n A ygg ' BBEAMTO THE SUP WALLS WITH POST OR WALL. POSTS SUPPORTING ROOF BEANS STALL BE ANCHORED AT TIHBR BASES THROUGH THE c Tip Ii 1 T' FLOOR TO'TIHUR SUPPORTING BEAMS OR TH MINIMUM I-CS16 STRAP,THIS IS IN ADDITION TO ANY SPECIFIED BASE CONNECTOR PROJECT#: 03808 IN ME POST SCHEDULE r- 9g I 8LK TO S. ATTIC FLOOR SHEATHING SHALL BE MINIMUM W WSP INSTALLED SIMILAR TO RDOR DIAPHRAGM SHEATHING AS DEFINED IN THE WOOD DRAWING NO.: JOIST HANGER EA JST TIP BOT BM TO CONT 2x CONSTRUCTION NOTES ON DRAWING 50.1.EXCEPT THAT NO GLUE SHALL BE REQUIRED FOR THE ATTIC FLOOR LIMIT OF SHEATHING AS FASTENER LINE MATCH JST DEPTH PER PLAN CZ ALONG NAILER 6. REFER M THE ROOF FRAMING PLAN FOR HEADERS AND BEAMS NOT DEFINED ON THIS DRAWING. § FOR ITUII T-UP VL BEAM R 5 FASTEN BM PLYS TOGETHER ER AS ' i RECOMMENDED BY MFR i � FLUSH BEAM SCALE:,,/2'_,•-O' L_J r STAMP: BEAM SCHEDULE POST SCHEDULE TBOF '8' � 9ZE POST BASE 9��r � FRAMING MEMBER SIZE POST CAP QUANTItt(PLYS)� �� F�'— L'TYPE(2x IF OMITTED) P224 (2)-2x4 'A'IOCAnON ,D V'TREATMENT - - E%AMPLEST -+���8---•+°22211--00-PT ONE IF OMITTED) P324 (3)-20 - - • H328=3-PLY;ZxB,HEADER FB214L=2-PLY,14'I.M.FLUSH BEAM :ORALEL g 082210-PT=2-PLY,Zxlo,PRESERVATIVE TREATED,DROP BEAM P424 (4)-2x4 - - i �• MARK"A" LOCATION MARK'C" TYPE P226 - -(2)-2x6 H HEADER L LVI. DB DROP BEAM IS LA P326 (3)-2x6 - - FB FLUSH BEAM P PA RE! ROM BEAM a GLU-LAM P426 (4)-2x6 - 9 H VALLEY _ P44 4.4 AC/IPC/ACE(NOTE/3) BC/BCS IP BEAM MARK-0" TREATMENT - - P56 6.6 AC/lPC/ACE(NOIE 13) j LIMIT ABU66(NOTE J4) PT PRESERVATIVE TREATED 2x6 LAY-ON 0 16'O.C.,TYP " ROOF BELOW PORCH REMAIN P35P 3Jf xSY'PA ACAPC/AC'(NDTE RT) BC/BCS !1 W WOIMANIZED CONVENTIONAL LUMBER ENONEERED LUMBER AC/IPC/ACE TYP LIMIT OF WALL BELOW (CCO ONLY WHERE " — S24 UMIT QU R CoavldnB Slxacmcal&npneex,Inc MARK'8' QUANTITY-SIZE MARK'B' QUANTItt-SIZE PSSPk.W PSLSHORN ON PLAN, AB (226 (2}Zx6 27 (2}IY"x7Yx' NOTE p3) —. —. —. . —.—.—.—.— — — . 531Cooa Ti�$nice 2D1 326 (3}2x6 37 (3}fY'x7Y," Sf/6a8xf — . n,ALi 0T720 CON _128 (I}Zx8 29 (2}IY'x9Y.' LALLY COL SEE 1/51.0 ^�c B I2+ O 6'0 .I 228 (2}2x8 39 (3}lY'x9Y' ' 'o 328 (3}2x8 111 O Y"xllY,' POST SCHEDN c ND1ES: ® I R S B —Cu Jsr BELL Y'x6"FRAMING SCREW EA RAFTER 1_I END INTO VALLEY NAILER,SIM TO 12io. (1}2x10 211 (2)-IY'x11Y' I. :-PT-ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. �DETAIL 4/S2.4,TYP - 2210 (2}2x10 311 (3)-IY'xllY' 2 "-W ADDED TO THE POST MARK INDICATES A WOUAANIZED POST. V 3. CAPS NOT REQUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED I r JS4 3210 (3}2x10 112 (1}IY•xll%' ON THE PLAN. COO/ECCO TYPE CAPS ARE REQUIRED ONLY WHERE SHOWN ON 1212 (1}2x12 212E(4)-I-Y'.IIW 2)-IY'xll%' THE PLAN AND SHALL BE SIZED FOR THE BEAMS)SIZE AND ORIENTATION 524 2x 2 O 6' G `3 PROVIDE 2.VALLEY NAILER ALONG LAY-ON THAT THE POST IS SUPPORTING. I S2a RAPIER ENDS e/3Y•TRUSS LOX SCREW 2212 (2}2x12 3123)-tY'xll%' 4. AS U BASES ARE REQUIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE 3212 (3}Zxl2 412 B OVID ASES NOTO SQUIRED FO PWHERE THE O515 WITHINOWTA IS LIS UUPNLESS S'EQFlC 8FY NOTED �4 O I6"O.C.INTO EA RAFTER BELOW,7YP RI42I2 (4}2x12 322 (3}lY"xZ2' ON THE PLAN. . BEAM SCHEDULE NOTES - I 2x 2 0 6' C. Y L1EY I .2 1. SCUD MEMBERS MAY BE SUBSTITUTED FOR THE BUILT-UP LUMBER SPECIFIED. S24 I / LU AUGN x/RAFTER X fl DS ON C OW I I F-- BM ON OPP SIDE aG BREAK LINE O L0 SE]DW PER ARCH DWG W Zx RIDGE BOARD TO MEET OR EXCEED VERTICAL OUT ON RAFTER LL_. _ ._. _._.� (� - z z z 04 COLLAR TIE DOWN Y ROOF HEIGHT FROM RIDGE 0 48'O.C.MAX, W O FASTEN EA END TO RAFTER x/MIN 8-10d NAILS I ';I O SLOPED ROOF DIAPHRAGM SHEATHING PER PLAN I ffiIl [[ if Q 2x LAY ON FRAMING ';I �l �. PFR PLAN aC BREAK LY cn L.L.E J Y;CIA FRAMING SCREW EA UNE BELOW J C w L L RAFTER ENO 10 VALLEY ( PER ARCH DWG NAILER(UPLIFT CORN) I I IQWCONTZx8(MIN)VALEY Ll NATTER x/2-Y'x336' H32 — �j -JFRAMING SCREW 10 EA SIX — — .. ......... — ., ._....... .. _ J _. w c AND INIERSECTINC RIDGE LINE I I BELOW O � -- - -. - - --- En O En 6' LIMIT OF(E) C MA7 ROOF BELOW Q TO REMAIN Q 2-10d EA END BLK CONT.DIAPHRAGM TIRE: ✓< 2x6 NIN BLX O 48' SHEATHING BENEATH O.C.MAX ALONG OVERFRAME(SINGLE VALLEY NAILER RAFTER BAY ACCESS OPENING PERMITTED) LAY-01V ROOF FRAMING ROOF FRAMING PLANSLOPED ROOF DIAPHRAGM p SHEATHING GABLE END FRAMING jFa RAFTER PER PLAN RIP 2x BLOCK To FIT FIRST BAY O EA g SCUD Zx MY BTWN EA BRACE:TOE NAIL TO aG BLX e/}I6d RAPIER(OR CONT 2x RIM 2x4 CONT LATERAL /� BOARD)x/8d O 6•D.C. BRACE 0 6'-0'Q.L. ROOF FRAMING PLAN TO WALL TOP PLATE NOTCH DATE ISSUED: g AROUND RAFTER TAILS 2-10d 2x CONT BRACE TO CST6 x32'LONG OVER THE 1/4•a 1•-0• 06.18.2013 y EA JST.OR TRUSS(TYPJ 4-I0d DIRECT TO RIDGE STRAP CENTER ON RIDGE E RID( ix RIDGE BOARD REVISIONS: y IN DIAPHRAGM(4 O.C.MAX)TO BlX IN FIRST BAY LINE(PROVIDE ONLY WHERE TO MEET OR BEVEL CUT ON CONT 2.BLK/RIM L CONT aG 8LX Cdl°R TIES ARE NOT PRESENTI EXCEED VERT ROOF FRAMING PLAN NOTES - AND ALONG NON-STRUCTURAL EDT ON RAM EAVE BED OC lOd 012' V6 Is• I. SEE DRAWING SDA FOR STRUCTURAL NOTES AND ABBREAATIDNS. 3 LIMIT OF SLOPED ROOF SHEATHING PER PLAN ATTIC 1Dd 0 12'O.C. 2. ALL HEADERS SHALL BE LOCATED TO ACCOMMODATE ROUGH OPENINGS AS INDICATED ON THE ARCHITECTURAL DRAWINGS VERIFY ALL SHEATHING. I GABLE END RIM HEADER ELEVATIONS AND RWGH OPENING DIMENSIONS WITH THE ARCITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. WHERE _ JOIST TO CONT E _OCCURS — — — i v aG BLX gR SAVE/SOFFIT FRAMING � 3. ROPED ROOF DIAPHRAGM SHEATHING PER WOOD CONSTRUCTION NOTES ON DRANiN1 50.1. AND ATTACHMENT PER � 4. ALL RAFTERS SHALL BE FASTENED TO SUPPORTS MTH H25A C1PS ARCH DWG FED GWB aG PER ARCM 5. ALL HEADERS SHOWN ON THIS PLAN STALL BE ANCHIXtED ON EACH END TO THE qNG STUD WITH AN LTP4 SPLICE PLATE DRAWN BY: BW d PER pIAN ! I (Ye"MIN) Sd C00 RAFTER PER PLAN CERINC JOIST PER PLAN ': 0 7'O.C. . a ~ PROJECT#: T7 (WHERE OCCURS),LAP :Y;r' CEILING JST OR TRUSS (TYP.MIN 03808 g CONNECTION TO RAPIER PER Bor CHORD(TYP.) EXTERIOR / DRAWING NO.: . • 01 " SHEATHING FASTENING SIGHED. S NOS: a H2.5A CLIP EA RAPIER N 2x4 CONT BRACE NOT REWIRED WHERE _ TO WAU-PLATE 1. 1x3 STRAPPING AT 16'O.C.IS PRESENT BETWEEN THE MIN 2x Ca1.AR TIE 0 48'O.C.4-16d TOE NAIL RAFTER TO , x," GWB CEILING AND JOISTS OR, A WALL PLATE 2 WHERE WSP FLOOR SHEATHING IS PRESENT ON CEIUNC DOWN)5 HUGHT FROM RIDGE C•/'�/ //�� H S HEADER PER PLAN EN WSP TD WAIL PLATE JOISTS FOR AT LEAST Y OF THE BUILDING LENGTH FROM MIN AR TI NAILS FT END S 2.4 WHERE OCCURS i AND BU(PER EXTERIOR .THE GABLE END WALL COLLAR TIE TO RAFTER —f WALL SHEATHING �y ROOF BEARING PERIMETER REQUIREMENTS 2 ROOF GABLE END WALL 3 CONI/ENAONAL RIDGE 93 SCALE:1 1/z'=1'-0' SCALE 1 1 SLALB 1'=1'-0' . L r POST SCHEDULE STAMP: NARK SIZE POST CAP POST BASE -`TIT OFt ) . aY PZ24 (2)-2x4 P324 (3)-2x4 - c•-' 'P'`'��t a P424 (4)-20 - - .�.ONALI: P226 (2)-2x6 - _ P326 (3)-Zx6 P426 (4)-1x6 - - / / ❑ ❑. P44 4x4 AC/LPC/ACE(NOTE/3) BC/BCS p Ea�� P66 6x6 AC/LPC/ACE(NOTE 13) ABU66(NOTE/4) P35P WxS4•PA AC/LPC/ACE(NOTE 13) BC/BCS ) / AC/LPC/ACE,TYP I. PSSP 5Y•x5Y'PA .(CCO ONLY WHERE ABU66(NOTE/4) ) Coasulung Svgenud Engneee,Inc SHOWN ON PLAN, 53 Knox T Suite 201 HDUB(ON POST) HDUS P%POST) "x A-,ILA,01720 NOTE/3) I ( 31(•x1Px WS \ ( CONCRETE 1�/6 x8•xJf• _ ___ - _ __ _ avc.c e.ar.mm C3 FlL1ID LALLY COL LCC (SPRING 6 a PLATE), �,_6 ..... ..... -6- -- SW-6 SEE I/S1.0 r- POST SCHEDULE NOTES I. •-Pr ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. 2 '-YY ADDED TO THE POST MARK INDICATES A WOMANIZED POST: HDU8(ON Wx3)r HDUB(ON MIN 3. CAPS NOT REWIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED PA POST) 2-2x4 POST) PA POST) ON THE PUN. CCO/ECCO TYPE CAPS ARE REWIRED ONLY WHERE SHOWN ON THE PLAN AND SHALL BE SIZED FOR THE BEAM(S)SIZE AND ORIENTATION THAT THE POST IS SUPPORTING. 4. ABU BASES ARE REWIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE I PROVIDE TYPE BC OR BCS WHERE THE POST IS SUPPORTED BY A BEAM BASES NOT REWIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED ON THE PLAN. HDUB(ON WxW ( I PA POST) P324(ALIGN e/POST ABOVE) W HDft(4T'1 31£•x31f L PSL�I HDUB(ON MIN �_.%�• 2-2x9 POST) O L0 W HDU2(ON 2-20 ALIGNED I I I ? N U W `0 a/STRAP ABOVE) i I O W Z CN O Q HDUB(ON MIN - C 3-2.4 POST) 9 W � C r" ix W C W J W 5 6 HDU5 1 Z INTERIOR SHEAR WALL PANEL HDU _6 W \ PER PLAN WHERE OCCURS SW-6 _ SW-6 _ SW- W Q O L HOEDOWN WHERE OCCURS HDUS(ON MIN / C/) O W PER PLAN(TYP) 3-h4 POST) HDU5 I HDUS HDU5 I Z `O ~tDd O H O.D O N STAGGERED O SHARED WIND POST PER HOEDOWN(TYP) €WALL - � C O SCHED(TP) All CL EN(INT SHEATHING) I 6{ SHEAR WAIL EN TO Z.a/IDd 0 6'O.C.TO OL K WIND POST(TYP) ADJOINING WIND POST E AB TITLE: J WALL END OIFISIDE CORN6i . 9¢ s SHEAR WALL PANEL PER WINDPOST PER SCHED FIRST FLOOR STUD SCHED PROVIDE EN AT ALL OTHERWISE TYPICAL WIND POSTS SHOWN ON PLAN 3-STUD CORNER LAYOUT&BRACING NOTE PLAN 1. ALL BUILT UP WIND POSTS SHALL BE FASTENED PER THE SOLE PLATE NAIUNC OF THE SHEAR WALL SCHEDULE 2 DIMENSION'CL'FROM FACE OF POST TO CENTER OF ANCHOR BOLT SHALL BE AS DEFINED PER THE HOEDOWN ASSEMBLY MANUFACTURER. rrPScal HEAR watt Larour FIRST FLOOR STUD LAYOUT & BRACING PLAN DATE ISSUED: 5 A scALE Y=T-o' 1/a•=F-0• 06.18.2013 REVISIONS: SHEARWALL SCHEDULE HOLDOWN SCHEDULE FIRST FLOOR STUD LAYOUT AND BRACING PLAN NOTES - 3 FASTFNETt FASTENER BLOCK RIN JOISf/BLOCI@NG TO TOP PLATE TOP PLATE SILL PULE ATTACHMENT SOLE PLATE ALLOWABLE CAPACITY FOUNDATION ANCHORAGE(L) POST 1. SEE DRAWING 50.1 FOR SiRUCNRAL NOTES,SCHEDULES,AND ABBREWATIONS s NAPN SIHEAIHING STUD FACES FASTENER ED(Z NAMING FIE1D NAMING MEMBERS AT SPLICE ATTACHMENT 2 ALL DUALS SHOWN W iH15 PLAN ARE DUSTING 2x WALLS 10 BE REINFORCED AT LOCATIONS SHOWN WITH INTERIOR BRACED WALL TYPE SPACING SHEATHED TYPE (ENJ (F.NJ PANEL EDGES MARS A35 CUP LTP4 CLIP HCA10 CUP LENGTH ANCHOR PUTS NAILS TO RIM SflSMIC WEND MARK HODOWN POSE INSTALLED SHEATHING. ADDITIONAL STUDS SHALL 8E ADDED WHERE NECESSARY TO MEET THE MINIMUM REQUIREMENTS OF THE PROPOSED 5 BOLTS WASHERS JSi OR BLK LOADING LOADING TYPE REINFORCEMENT. R-SHEATH AR STEM WALL SLAB 2x4 WALL 2x6 WALL B IOd COMMON EMBEDMENT EMBEDMENT 3. SHEAR(BRACED)WALLS DENOTED•SA'-/'.SEE SHEAR WALL SCHEDULE ON THIS DRAWING. Sri-RS (R-6, 16'O.C. WE (0131•x3•) 4.O.C. 12.O.C. 2. I6d 0 6.O.C. 20"O.C. 20.O.C. 32.O.C. 48• N/A N/A lid 0 6.O.C. N/A 2a3 PUF 11 MAX) HDU2 HDU2 N/A 36•P (10•) (3-Y;) (2)-2K4 (2}2x6 q, pLL DUSTING WALL LAYOUTS AND RWCH OPENING LIMITS SHALL BE AS VERIFIED IN THE FIELD. ANY CONFLICTS BETWEEN THE Bd COMMON AB-2 0 STRUCTURAL DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND DRAWN BY: SW-6 x CUSP 16.O.C. WE (0131'x2J[7 6.O.C. 12.O.C. 2x 16d O 6.O.C. 20.O.C. 20"O.C. 32.O.C. 48• B.O C 0.229'x3•x}' I6d 0 6'O.C. N/A 336 PlF HDU5 HDU5 N/A 46•e (10') (5•) (2)-ZK4 (2}2x6 ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. BW Y SW-4 X WSP 16.O.C. WE (013CU1,.M,) 4.O.C. 12'O.C. 2x I6d 0 4.O.C. 12.O.C. 14'O.C. 20'O.C. 48• �.pC 0.ZZ9'x3•x3• I6d 0 4.O.C. N/A 490 PLF NWB HDUB N/A 1ti•e PROJECT N: (18•) (7i:') PER PLAN (3}2x6 03808 k Bd COMMON AB-2 0 HOEDOWN SCHUriRF NOIIS; ' SW-3 1Se WSP 16.O.C. WE 3.O.C. 12.O.C. Zx 16d O 3.O.C. 9.O.C. 12.O.C. I6.O.C. 48 0.229•.Yx3• I6d 0 Y O.C. N/A 630 PLF DRAWING NO.: (0.131•z2J(� 32.O.C. I. HOIDOWNS ARE AS MANUFACTURED BY STMPSON STRONG-TIE 00.(eee..Lro gri ) 5HEeR WAL SC149X c NOTES 2 'A.R.'IN SCHEDULE INDICATES ASTM F1554 M36 ANCHOR RODS,TYPE AS-3 IN THE ANCHOR BOLT § 1. REFER TO THE TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING RIM JOIST/BLOCKING FASTENING,TOP 3, SCHEDULE B/521, POST INSTALLED ANCHORS IN SCHEDULE INDICATE ANCHOR RODS INSTALLED USINGSMPSON'AT'ADHESIVE §Y PLATE SPLICE DETAILS,AND ANCHOR BOLT SCHEDULE ANCHORING SYSTEM. , 1 .3 4. •L.•IN SCHEDULE INDICATES EMBEDMENT LENGTH. RUM TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. S 3 n REFER TO MANUFACTURER REQUIREMENTS FOR PLACEMENT DIMENSION BETWEEN POST AND ANCHOR ROD, �3 L=0 r POST SCHEDULE STAMP: MARK SIZE POST CAP POST BASE3H OFW P224 (2)-2.4 - P324 (3)-Zx4 - 400" wi C P424 (4)-2.4 - - g� P226 (2)-Zx6 _ _ _ �• P326 (3)-2x6• - - P426 (4)-2x6 P44 44 AC/LPC/ACE(NOTE 13) BC/BCS P66 66 AC/LPC/ACE(NOTE/3) ABU56(NOTE/4) �. P35P 31£'.5Y"PA Ac/LPC/ACE(NOTE 4:3) BC/BCS AC/LPC/ACE.TYP TYP CS16 FLR TO FIR STRAP (CCO ONLY WHERE PSSP S4'xSy4"PA SHOWN ON PLAN. ASU66(NOTE/4) I S3.2 0 48'O.C. Coosuldog Svucmnl Esngin=.Inc NOTE P3) 2-at� LSI3(ON CS 6(ON C516(ON 2-CSl6 Si Koo:Ti],Suitc 201 / qNG SND) ———— KING STUD) — qNG STUD) —————— SK/6"x8".$" L PSW-RS 9aon,AL4 0I720 FILLED LALLYCUC01. LCC (SETEPRINGFIELD PLATE), — — 'I- aaa•.cxe.us.mm SEE 1/S1.O LIMIT OF WALL BELOW POST SCHEDULE NOTES: CS16(ON J CS16(ON J CS16(ON J KING STUD) KING STUD) KING STUD) i I. "-PT'ADDED TO THE POST MARK INDICATES A PRESSURE TREATED POST. L "-W ADDED TO THE POST MARK INDICATES A WT11MA18ZED POST. 3. CAPS NOT REWIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED ON THE PLAN. CCO/ECCO TYPE CAPS ARE REQUIRED ONLY WHERE SHOWN ON �+ THE PLAN AND SHALL BE SIZED FOR THE OEAM(S)SIZE AND ORIENTATION 2-CS16(ON i c THAT THE POST IS SUPPORTING. KING STUD) m 4. ABU BASES ARE REWIRED ONLY AT POSTS BEARING DIRECTLY ON CONCRETE PROVIDE TYPE 8C OR BCS WHERE THE POST IS SUPPORTED BY A BEAM 7 BASES NOT REQIUIRED FOR POSTS WITHIN WALLS UNLESS SPECIFICALLY NOTED ON THE PLAN. 3i Bi Ili Biq - CS16,NOTE/4 ON DWG I f2 ' S23,DETAIL I/S3.2 i 2-0516(W�' 2-0516 ON G aig m ai g CSl6,NOTE J4 ON DWC .. KING STUD) I KING STUD) i5- 523.DETAIL1/53.2. / i �P TYP OF 3 i I P35P P35P P35P P326 Lu = L _ W Lo / \ ( , Ln 2-CS16(ONJ I `CSI,gI��\—C516 cn W -0 ' KING STUD) I O W (14 O FLOOR TO FLOOR WRAP BC7®llE C516 FLR 7D FIR S11LAP O 48"O.C. 10 WT WALL BELOW U5 Q Q NAILS IN CC STRAP MUST BE INSTALLED DIRECT N STRAP FND L END L W J STUD WHERE R-SHEATHING IS PRESNT. W C W OTHERWISE MAY BE INSTALLED 04}' CUSPLu SIEATHWC C516 14' 13-Bd CSI6(ON CS16(ON CS16(ON "I J O W _} ., rn -II KING STUD) KING STUD) KING STUD) J Z_ J C. WIND POST OR _. - w W SND PER PLAN 80.TES C516 T CS16(TO P66 BELOW) C./� Ffn O W I OR SHEAR WALL I 1. STRAP SHOWN MAY BE INSTALLED ON CS16(ON C516(W C516 z O `o F- SCHEDULE KING STUD) KING STUD) qNG SND) O NAILS PER SCHED I INTERIOR FACE OF SND WHERE STUD/POSTRWHERE JOISTSALIGNMENT WITH MI 0 IN END L(TYP) THE STUD/POST IS BUILT-UP WITH ' T � ADDITIONAL FULL HEIGHT STUDS TO ALLOW STRAP TO CLEAR JOIST. 0 2 STRAPS DENOTED NOTED'2-/$f ON THE PLAN _I U REWIRE 2 STRAPS AT THE LOCATION. 1 I STUD SIZESIZEAND Q � SPACING PER PLAN a 4 J WSP PER PLAN OR a I I €WSP JOINT SHEAR WALL SCHM !Z WSP JOINT PWERM VLLAANSND TITLE: 9 ;ALA I I (, XS k• I NAILS NOT OR ZONE; WSP SECOND FLOOR IN CLIL BOOR W (48"TYPICAL 12"MIN.) px PROVIDE NABS IN r I g `•�OF AVAILABLE I ; I €COL PER PLAN WSP FN 12'O.C.MAX STUD LAYOUIT�L& g HOES WHERE (TYP O COMMON STUD BRACING PLAN WH J§e STRAP IS LOCATED BUILT UP COLUMNERE AND POSTS r/IN PANEL ON OR UNDER / L OCCURS PER PLAN FIELD) EXTERIOR V CUSP EN PER PLAN OR SHEATHING WALL To WALL WALL TO BEAM SHEAR WALL SCHEID a :ZLOOR TO FLOOR UPLIFT CONNEC770N Y f1EL0 BUILT WALL PANEL SECOND FLOOR STUD LAYOUT & BRACING PLAN DATE ISSUED: SCAfE =1'-0' „ SCALE 1 1 1/4"-1'-0' 06.18.2013 REVISIONS: SHEARWALL SCHEDULE HOLDOWN SCHEDULE S�WD FLOOR STUD A IT AND BRACING PLAN NO ES TOP PULE SINE PLATE I. SEE DRAWING 50.1 FOR STRUCTURAL NOTES SCHEDULES AND ABBREVIATIONS - 3 fA51ENER FASTENER BLOCK RIM JOIST/BLOCKING 1U TOP PUTS SILL PLATE ATTACHMENT ALLOWABLE CAPACITY FOUNDATION ANCHORAGE(L.) POST FASIEIUFR ATTACHMENTF-]F�ff4� TYPE EDGE NAILING FlE1D NAILING MEMBERS AT SPLICE 2. SHEAR WALLS(BRACED)DENOTED"SW-F,SEE SHEAR WALL SCHEDULE ON THIS DRAWING. (EN.) (EN.) PANEL EDGES A35 CLOP LIP4 WP HGAfO CUP LENGTH ANCHOR PLATE NAILS iD RIM SEISMIC WIND MARK NOLDOWN POST INSTALLED BOLTS WASHERS JSf OR BIIC LOADING LOADING TYPE CAST-M 2.4 WALL �WALL }, ,ALL WAIL LAYOUTS AND ROUGH OPENING LIMITS SHALL BE AS INDICATED W 71IE ARCHITECTURAL PLAN. ANY CONFLICTS BETWEEN THE B R-SHEATH 10d COMMON A.R. STEM WALL STRUCTURAL DRAW NGS AND ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND SW-RS (R-6MAI) 16'O.C. ONE (0 131.0 4"O.C. 12 O.C. 2. I ZO"O.C. 20"O.C. 32'O.C. 48" N/A N/A l6d 0 6"O.C. N/A 283 PIF OIA EMBEDMENT EMBEDMENT ARCHITECT PRIOR 7D PROCEEDING WITH THE AFFECTED PORTION OF THE WORK. HDU2 HDU2 H/A gE"A (10") M(714-) (2}2Xqg(�)-.6 4. UNLESS OTHERWISE NOTED ON IHE DRAWING,THE MINIMUM SND SIff AND LAYOUT FOR LOAD BEARING AND SHEAR WALLSBd COMMON AB-2SW-6 1Se ri5P I6"O.C. ONE (0131•.2Jf� .. 12"O.C. 2x 20'O.C. 20"O.C. 32"O.C. 48" 48'0 G0.229'x3"xS' 16a O 6'O.C. N/A 336 PIF HDUS HDUS N/A DRAWN BY: 1[� 36"d (10) (2)-2X4 EXTERIOR WALLS 2x6 0 16'O.C. BW Bd COMMON AB_2 0 INTERIOR WALLS 2x4 0 16'O.C. SW-4 1Ee WSP 16'O.C. ONE (0.131"x2J(") .. 12"O.C. 2x 12'O.C. 14'O.C. 20'O.C. 48" 48"0 C " " " I6d04"O.C. N/A 490 PIF HDUS HDUS N/A d5"d (18) PER p PROJECT#: yy 03808 Ug SW-3 lIe CUSP I6"O.C. ONE 8d COMMON 12'O.C. b 9"O.C. 12'O.C. is'O.C. 48" �_2® 0.229"xSx3" 1fid 0}' 630 PLF 41Eb r• (0.1 COMM fN DRAWING NO,: - SHEAR WA II SCHEDU E NO I. HONOWNS ARE AS MANUFACTURED BY SIMPSON SIRONC-TIE 00.(—.*-gtie ) 2 ARE IN SCHEDULE INDICATES ASN FI554 GFL36 ANCHOR RODS TYPE AB-3 IN THE ANCHOR BOLT " 1. REFER N THE TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING RIM JOIST/BLOCKING FASTENING,TOP 3 SPOST CHEDULE INSTALLED 1ANp10R5 W SCHEDULE INDICATE ANCHOR RODS INSTALLED USING SIMPSON"AY ADHESIVE PLATE SPLICE DETAILS,AND ANCHOR BOLT SCHEDULE ANCHORING SYSTEM. S3 . 2 l 4. "L.•IN SCHEDULE INDICATES EMBEDMENT LENGTH. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION. R� REFER TO MANUFACTURER REQUIREMENTS FOR PLACEMENT DIMENSION BETWEEN POST AND ANCHOR ROD. 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