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Home My WebLink About0044 SEAPUIT ROAD (2) qq i i a G �LL 1 O � o }� o 0 a c ' o a , a o ° � 4. 0 o o v REFERENCES: Assessors Map: 118 Parcel: 135. FLOOD ZONES: LCC 5725-51 Zon e X ZONE: RF-1 Not A Flood Zone Setbacks: Frori t: 30' Side: 15' Rear: 15' i LOT.143 NIF ctf# Garrett Thefeso1772j2 CM .,, E N 76�21,23 Ss9, 273.42 o .00 O•, m F t sty w/F Pool Cabana Pool New Concrete Foundation LOT 144 >Y44 �0 2 sty w/F A�` Dwelling w LOT 142 $ L5T 141E 148,164.E s f s 3.40±Ac Bomstabre Lon&rT,rust y c'tf#167800V C:- p ) a N � T W tll) r— �,n M 1J4S �40,N 82 23 33 W 172.21' Wide Public N 87 29 47 W 348.21' W oy) Road ------------ �0 Yu� I certify that the foundation RICHARD R• shown. hereon conforms to the t:14jUREUX• . setback requirements of the PLOT PLAN NO. 34312 �o Zoning Bylaws of the town g�, q♦Qs a�0 of Bal=nstobla.- _ At_ 44 Seapuit Road ' BARNSTABLE . J (Osterville) NOTES: MASS. 1.) The foundation shown was located on the ground DATE. June 22, 2015 SCALE: 1"=80' by conventional survey methods on or between o 40 80 160FEET May 4, 2000 and June 22, 2015. PREPARED FOR: 2.) The property information shown hereon was David & Melissa McGraw compiled from available record information and 44 Seapuit Road does not represent an actual on the ground survey. Osterville MA 02655 3.) This plan is not for recording and is not PREPARED BY: CapeSurv to be used for construction layout or deed description purposes. 23 West Bay Rd, Suite Osterville MA 02655 DWG #: C419gl cpp2 FIELD BY. RRL/RJM (508) 420-3994 / 420-3995fox TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map / Parcel Application # 0 0 Health Division Date Issued Li Conservation Division Application Fee S Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board . Historic - OKH _ Preservation/Hyannis Project Street Address 14y Spu-G1� Village Owner a 01� C Gt Address yr( &mw.f' /�.a[, Os l�linii)le Telephone �, 172 /J Permit Request yeAl Vt ..Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 2oning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size - Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq`ft)4 Number of Baths: Full: existing new Half: existing new. Number of Bedrooms: existing _new Total Room Count (not including bath:): existing new First Floor Rooms Count- ' v�s Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stoves ❑ r,s ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use &S1 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CJ� /'1�t�71?. �ft/4&X . 1A C_ Telephone Number Address k& . -, License # 1 eft"' 5 { A44- U2lwOl Home Improvement Contractor# /Ne Worker's Compensation # 53 �I D//,3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO GICft_ SA"6k4__ SIGNATURE E DATE 3 r, i FOR OFFICIAL USE ONLY APPLICATION# s DATE ISSUED •_ MAP/PARCEL N0. ADDRESS L` VILLAGE , e. OWNER DATE OF INSPECTION: t k..roFOUNDATION FRAME INSULATION K FIREPLACE S ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r, ti RESchecik Software Version 4.6.0 Compliance Certificate Project McGraw Residence Energy Code: 2012 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: 44 Seapuit Rd David&Melissa McGraw Amanda Sawyer Osterville MA, MA 02655 44 Seapuit RD Hutker Architects Osterville, MA 02655 217 Clinton Ave Falmouth, MA 02540 508.540.0048 asawyer@hutkerarchitects.com Compliance: 12.9%Better Than Code Maximum UA: 224 Your UA: 108 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 Assembly Gross Area Cavity Cont. Glazing Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 442 49.0 0.0 0.026 11 Wall 1:Wood Frame, 16"o.c. 375 20.0 0.0 0.059 6 Window 1: Wood Frame:Double Pane with Low-E 6 0.260 2 Window 2:Wood Frame:Double Pane with Low-E 6 0.260 2 Window 3:Vinyl Frame:Double Pane with Low-E 6 0.260 2 Window 4:Vinyl Frame:Double Pane with Low-E 6 0.260 2 Door 1: Glass 24 0.250 6 Door 2: Glass 93 0.250 23 Door 3: Glass 125 0.250 31 Basement Wall 1: Solid Concrete or Masonry 425 0.0 10.0 0.055 23 Wall height: 10.9' Depth below grade: 9.6' Insulation depth: 10.9' Project Title: McGraw Residence Report date: 03/31/15 Data filename: W:\PROJECTS\McGraw\03.31.15_ResCheck.rck Page 1 of 2 1 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the R check Inspection Checklist. Name-Title Signature Date I i Project Title: McGraw Residence Report date: 03/31/15 Data filename: W:\PROJECTS\McGraw\03.31.15_ResCheck.rck Page 2 of 2 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 �7 Ian Please Print Legibly Name(Business/Organization/Individual): 1-s 1 1 Y ► �i�i �� L-��.•�-� Address: City/State/Zip: f`T r � `� rnf7 Phone.#: Are you an employer?Check the appropriate box:' Type of project(required): 1.7 I am a employer with ?J� 4. ❑ I am a general contractor and I 6. Q New construction employees(full and/or part-tim.e).* have hired the sub-contractors 2:❑ I am a sole proprietor or partner listed on the attached sheet. 7.. Remodeling ship and have no employees These sub-contractors have g, '❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'comp..insurance comp.insurance. required.] 5. ❑ We are a corporation and its '10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. ]Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant.that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. �Q n Insurance Company Name: C — Policy#or Self-ins.Lic.#: J0 Expiration Date: Job Site Addrs: ` q �r kct , City/State/Zip: �S�PRdI lI�° �uoS3 es Attach a copy of the workers' compensation policy declaration pabe(showing the policy number and expiration date). Failure io secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of.a fine tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the 01A foftsurance coverage verification. I do hereby certi Mr, ins and penalties of perjury that the information provided above is true and correct Date: Si afore: - — Phone M 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 A CERTIFICATE OF LIABILITY INSURANCE DAT1/05/2D/YYYY) 1/05/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Erica H O'Connor HART INSURANCE AGENCY,INC. NAME` 243 MAIN STREET PHONE 508 759 7326 x205 F�No):508 759 7366 PO BOX 700 ADDRESS: BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURER A. ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder, Inc INSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL Swyn UER POLICY NUMBER MMIDDmY MMIDDmY LIMITS LTR A GENERAL LIABILITY 8500042039 01/01/2015 01/01/2016 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300,000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE ®OCCUR MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 JFrTPOLICY PRO LOC $ B AUTOMOBILE LIABILITY 1020011547 01/01/2015 01/01/2016 COMBINED SINGLE LIMIT 1,000,000 (Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED _ BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPER P TY DAMAGE HIRED AUTOS AUTOS $ r ccid n A UMBRELLA LIAB OCCUR 4600042040 01/01/2015 01/01/2016 EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$10,000 $ � B WORKERS COMPENSATION 0053890113 01/01/2015 01/01/2016 WC STATUCRY LIM - OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)862-4717 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD w i • 1ARNSTABLY.MAM • 059. lb,� 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: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ,as Owner of the subject property hereby authorize l 4-YT1 FYI L—tC D(/1 L7c Ito act on my behalf, in all matters relative to work authorized by this building permit application for: o L l r,- (Address of Job) or 1 ature 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\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 110609 Type: Private Corporation Expiration: 11/3/2016 . Tr# 258860 E J JAXTIMER, BUILDER, INC. ERNEST JAXTIMER 48 ROSARY LN HYANNIS, MA 02601 Update Address and return card.Mark reason for change. scA 1 0 20M-05/11 Address ❑ Renewal Employment ❑ Lost Card �e rpomurraon�ueull�a��liiaaac��oeC�s Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 1 i0609 Type: Office of Consumer Affairs and Business Regulation Expiration: 11%3/2016 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 E J JAXTIMER, BUILDER,INC:. . ERNEST JAXTIMER 48 ROSARY LN (2- HYANNIS,MA 02601 Undersecretary o valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Constructior, Supcn isor License: CS-00 251 t )')'" I;�Iq E.F n J 1JA-xTF1'/,TL�R "�- 48 R.OSfi W Expiration Commissioner ®1f�4t#2®16 i REScheck Software Version 4.6.0 C. Compliance Certificate t Project McGraw Residence Energy Code: 2012 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: 44 Seapuit Rd David&Melissa McGraw Amanda Sawyer Osterville MA, MA 02655 44 Seapuit RD Hutker Architects Osterville, MA 02655 217 Clinton Ave Falmouth, MA 02540 508.540.0048 asawyer@hutkerarchitects.com Compliance: P-asses using UA trade-off Compliance: 12.9%Better Than Code Maximum UA: 124 Your UA: 108 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 Ceiling 1: Flat Ceiling or Scissor Truss 442 49.0 6.0 0.026 11 Wall 1: Wood Frame, 16"D.C. 375 20.0 0.0 0.059 6 Window 1: Wood Frame:Double Pane with Low-E 6 0.260 2 Window 2:Wood Frame:Double Pane with Low-E 6 0.260 2 Window 3:Vinyl Frame;Double Pane with Low-E 6 0.260 2 Window 4:Vinyl Frame:Double Pane with Low-E 6 0.260 2, Door 1: Glass 24 0.250 6 Door 2: Glass 93 0.250 23 Door 3: Glass 125 0.250 31 Basement Wall 1: Solid Concrete or Masonry 425 0.0 10.0 0.055 23 Wall height: 10.9' Depth below grade: 9.6' Insulation depth: 10.9' Project Title: McGraw Residence Report date: 03/31/15 Data filename: W:\PROJECTS\McGraw\03.31.15_ResCheck.rck Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the R check inspection Checklist. ,�rnow� c��ce�C ,�.1� •d '�FJ Name-Title Signature Date Project Title: McGraw Residence Report date: 03/31/15 Data filename: W:\PROJECTS\McGraw\03:31.15_ResCheck.rck Page 2 of 2 I of tHE r The Town of Barnstable MASS. �0 Department of Health Safety. and Environmental Services rEn ono+p Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the`reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ©OL QV St Estimated Cost Address of Work: In S66P'1 T 20 Owner's Name: T X V 1 b M G rT-M K-9 Date of Application: s ' 1 .-0 Q I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav Pakraif.Aram a2111 �..- Yorkers'Compensation lnsufince AlYldai It ,;: " �`Aa01)ca`ntTritorntat on: TZ - h eT nsr hRfF-V'1f r .--_ reuse-rea�+rets�—t+*a�ess� o IIIInIC' •lecntipn: city nhanc 9 ❑ 1 am a homeowner performing all work myself. am a sole proprietor and have no one working in any capacity ( t am an employer providing workers'compensation for my employees working on this job. crntpnnr nnmc• Silvia & Silvia Associates, Inc. Address: 619 Main Street . city- Centervil-le, MA 02632 nhnne a• (508) 775-1442- - Insttranceco. Maryland Casualty TCD9��11 er ❑ [am a sole proprietor,general contractor,or homeowner(drde one)and have hired the contractors listed below who hav< the following workers'compensation polices: comnnnr name, address: i eitr• phone 0 Insuranee•eo. nnlia 0 ' ..ti'Va:-✓._„;a.. -- .cR�erc��Itw'r'a-*.Yr f• crimnam•name• iddrsss.. dh� phone 0, . insurance co._ is 0 t�lttadr additiotiafshect If a't cetta .v:.xa- r.� r: .,; ;, ,; Mort to smart cot'o re as required trader Seetioa 2SA of 111CL iS2 can lead to the imposmdan oraimtaal Penalties OCR flue up to SI.%O.Oo andfat one years'Imprtsoameat ar welt as dvH penalties In the forts of a tml WORK ORDER and a One of S'tOO OO a day against me. I understand that a copy of this statement maybe forwarded to the Orrice of lavestigations of the DtA for cv%et ge retificatioa. l do herefir c nder and putalties ojperjurp that cite Information prnided above Is true and comes Signature Date C.-7 " Print name Ron J. Silvia, President Phone 9 (508) 775-1442 official use only do not write In(fits area to be completed by City or torn official City or town: permitAiccase If f'tliullding Department Qt.iccasing liaard Q check If Immediate response Is required QSeieetmea's Orrice Qltcatth Department contact person: phone rf; —Ofher— r A90RD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YY) PRODUCER (508)775-3131 08/14/2000 (508)790-1677 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The Fair Insurance Agency, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Main St. INSURERS AFFORDING COVERAGE Centerville, MA 02632 INSURED Silvia / Silvia Associates Inc INSURER A: Maryland Casualty 619 Main Street INSURERB: Safety Insurance Co. Centerville, MA 02632 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS GENERAL LIABILITY RGP27336966 08/01/2000 08/01/2001 EACH OCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ S0,000 CLAIMS MADE FX�OCCUR MED EXP(Any one person) $ 5,000 A PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY M ECT LOC AUTOMOBILE LIABILITY 3007908 08/01/2000 08/01/2001 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY $ B (Per person) 500,000 X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS $ (Per accident) 500,000 PROPERTY DAMAGE $ (Per accident) 500000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ 17 AUTO ONLY: AGG $ EXCESS LIABILITY RGP27336966 08/01/2000 08/01/2001 EACH OCCURRENCE $ 5,000,000 OCCUR ElCLAIMS MADE AGGREGATE $ 5,000,000 A $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND TC095836194 04/01/2000 04/01/2001 TORY LIMITS ER EMPLOYERS'LIABILITY A E.L.EACH ACCIDENT $ 100,000 E.L.DISEASE-EA EMPLOYEE $ 100,000 E.L.DISEASE-POLICY LIMIT $ S00,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL I_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO-ME LEFT, TOWN OF BARNSTAB LE BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY SOUTH STREET OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS, MA 02601 AUTHORIZED RE SENTATIVE c Board of -Building "Reggulations One Ashburton Place, Rm -1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 11/18/1949. Number: CS 016932 Expires: 11/18/2001 Restricted To: 00 RONALD J SILVIA 619 MAIN ST CENTERVILLE, MA 02632 Tr.no: 9780 Keep top for receipt and change of address notification. ✓�ir, t no»vnuruue� o��-llaawT/ivaella BOARD OF BUILDING REGULATIONS 00-35.000 d enclosed space License: CONSTRUCTION SUPERVISOR (MGL CA 12 S.60L)1A-Masonry only Number: CS 016932 1G-1&2 Family Homes Failure to possess a current edition of the Birthdate: 11/18/1949 Massachusetts State Building Code Expires: 11/18/2001 Tr.no: 9780 is cause for revocation of this license. Restricted To: 00 RONALD J SILVIA _/ 619 MAIN ST i CENTERVILLE, MA 02632 Administrator DIG SAFE CALL CENTER: (888)344-7233 � ✓fie � o��a�zc,�teC� Board of Building Regulations and Standards One Ashburton Place — Room 1301 Boston , Massachusetts 02108 Home Improvement Contractor -Registration Registration: 101627 Expiration: 6/26/02 Type: Private Corporation 7 &..ld NONE IMPROVEMENT CONTRACTOR Registration: 101627 SILVIA & SILVIA ASSOCIATES , INC . Expiration: 6/26/02 Ronald Silvia Type. Private Corporatio 619 Main Street Centerville MA 02632 SILVIA I SILVIA ASSOCIATES Ronald Silvia 7f t,/ 619 Main Street ADMINISTRATOR Centerville MA 02632 E � � h Y ; i i i E i i i Old M, Im '"� .•� mocww root Douse �IMa� snida �` s �SILVIA a SILVIA Al606. �•o•� � i�� M srI ww rr>e�r G'i'QCr.. . i +y� o � �i i -uuE i e E z 1-61 'I'm MoGPAN POOL WMM guya & savia GILVIA t GWAA ASWQ FR M E � i i i ! i B i i . i f - i i i i I I I I' I I I • •• •►•• . '"� .aye PtoGRM+ root Ham adds & 82da mere%b% �s SILVIA t IMLVIA AGBOG M ww Srnsr C�OW— I � I vL � Hit m j Rt Ilu° u1101 IIII-III � �i I IIIIIIIIIII MAW MoGRAN POOL WOLM Silvia & Silvia BILVIA 4 BILVIA ABOM �� :�•• w TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 118 135 GEOBACE ID 43868 ADDRESS 44 SEAPUIT ROAD PHONE OSTERVILLE ZIP - LOT 142 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 55581 DESCRIPTION C/O FOR NEW SFH BUILT UNDER PERMIT 0 44410 j PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 tM1E CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE. P"GI�FR' + BARNSTABLE, s' MASS. �► i 039. �0 . BUILD ' G DIVIS N DATE ISSUED 09/04/2001 EXPIRATION DATE L.� = i ' v . i Department of Health, Safety ' - and Environmental Services r • 1,0. * 1ARNSfABILF, MAS& 1639. Ep M1�►1 IN BUILDING•DIVISION : v BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1,FOUNDATIONS OR FOOTINGS THIS CARD KEPT RQSTED UNTIL FINAL INSPECTION PERMITS-ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHEK A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH WLDING SHALL NOT BE 3.INSULATION. OCCUPIED UNTIL FINAL INSPECT*kHAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTIONN(APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APP OVALS b , �,�y� (`% y/`• -ems' ,. �—zp2 r:��7vc k 0 2Z) 3 r�� y � 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT A3OAAD OF HEALTH l 1 c o OT R: SITE N REVIEW APPROVAL r 1 WORK SHALL NOT PROCEED UNTIL PERMIT WILL RCOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. N ED ABOVE. TION. r 1 • . b I1 - I f \ r r I • •.. �� ' - �•.� �•�m+ � .�r;b~ �/. 1. TOWN OF BAR STABLE BUIT DIW,'-PFERMIT PARC L 118 135 G 43868 ADD e 44 SEAPUIT ROAD > i C PHONE OSTERVILLE `/�0 : �/ ZIP - 140T 42 CK LOT SIZE DBA - DEVELOPME DISTRICT CO PERMIT 48168 DESCRIPTION ADD 20X3 POOL HOUSE , :PERMIT TYPE BADDI TITLE BUILDING ION ° CONTRACTORS: SILVIA, RONALD J. _ Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $310.00 w .a 'POND $.00 CONSTRUCTION COSTS $100,000-00 434 RESID ADD/ALT/CONV 1 PRIVATE PIT, EHARNSI'ABLE. MA83...�. Ep�fl BUILDINpg, V-I8 O� BY ,/ . DATE ISSUED 08/21/2000 EXPIRATION 'DATE V ,TOWN OF BU M 543 IPF, sr 141 P AR&k L�/j D 118 135 GROBASE-14' 43868 ADDRESS. 44 SEAPUIT ROAD PHONE OSTERVILLE ZIP K LOT SIZE LOT' DBA ' ' DEVELOTa DISTRICT CO 11 PERMIT 48168 DESCRIPTION ADD 20X3"OOI. HOUSE HOUSE PERMIT TYPE BADDI TITLE BUILDING PERMIT AIMITION CO_1�T,. RACTORS: SI�YIA, RONALD J. Department of Health,* Safety ARIMITECTS: and Environmental Services MAL FEES: ND $.00 I CONSTRUCTION COSTS $100,000.00 434 RESID-ADD/ALT/CONV 1 -. -PRIVATE PT STAB MAS& 16 1� BUILDIN BY DATE ISSUED 08/21/2000 .. EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY PERMANENTLY.EN-' CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR • 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU_ ELECTRICAL,PLUMBING AND MECH— (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 3 1 ,HPING INSPECTION APPROVALS ENGINEERING DEPARTMENT SE-�16 1 06 llpgj- fL, 2 0.4S BOARD,.OF HEALTH OTHER: SITE PLAN REVIE,"PPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC.— MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING ,',,,— PERMIT . a . I f� I J - e.,%r}�,Ci' ADD '?11n"U INGROILIAO i10)f73- .ai+.a1•�' Y •'1:.' �."•}:'r• 'jr� .'l+?�� I''v�li�tl�ii -f;��;�.N 1+I+ � �\�L� r, ��::- �(1 r• F'. Department of Health, Safety and Environmental Services i, w `U•� .00 T ' `i '. � �t ..�'ii�Wl{.E•}'H: i I�t� r i!It'.Cl' �, * * + HARN3rABLEr MAS& 1639. A� FD MA'I BUILDING'DIYISION, �. BYE��'r` ��"rL,•'" DA THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1S 1 ` �- aIC_ -Z 2 2 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 r B DOFHE LTH OTHER: SITE PLAN REVIEW APPRO WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. , TION. r f I I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1.18 Parcel 135 Permit# 6��Pd Health Division w� Date Issued 2 Zogo 1 1 /Conservation Division Fee Tax Coll for EPTIC SYSTEM MUST BE Treasurer _ INSTALLED IN COMPLIANCE WITH TITLE 5 Planning D n/ . I'.VURO ENTAL CODE AND Date Definitive Plan Approved by Planning Board % " �• � c7 „� �5 Historic-OkH Preservation/Hyannis Project Street Address —4T Searuit Road Village Qgtpryille Sea Owner David & Melissa McGraw Address c/o 619 Main St. , Centerville Telephone 5 0 R-77 5—1A a 9 Permit Request Pnnl Hnl]RP Square feet: 1st floor: existing proposed 600 2nd floor: existing proposed Total new 6 0 0 Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type wonrl Lot Size 340 AC Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full CkCrawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) None Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 2 Half:existing new Number of Bedrooms: existing new 0 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other None Central Air: ❑Yes CR No. Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool: 0 existing ❑new size Barn:Cl existing 0 new size Attached garage:❑existing 0 new size Shed:0 existing ❑new size Other: Pool House . Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Ea No If yes,site plan review.# Current Use Proposed Use changing Area BUILDER INFORMATION Ronald J. Silvia Name Silvia k Silvia Assoc- , Tnc_ Telephone Number 508-775-1442 Address 6,19 Main Street License# 016932 CPntprvi 11P, MA 02632 ` Home Improvement Contractor# 101627 Worker's Compensation# TC 9 9 8 3 61 9 4 ALL CONSTRUCTION DEBRIS RESU TING FROM THIS PROJECT WILL BETAKEN TO by Private Contractor SIGNATUR DATE .r = .. f ' FOR OFFICIAL USE ONLY kMIT NO. - "iiH ISSUED ° MAP/PARCEL NO: e i ADDRESS l'3 VILLAGE OWNER �y DATE OF INSPECTION: FOUNDATION = FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO'l ` i / TOWN OF BARNSTABLE BUILDING PERMIT 'PARCEL ID 118 135 GEOBASE ID 43868 � ,ADDRESS 40 SEAPUIT ROAD PHONE OSTERVILLE ZIP - LOT 142 BLOCK LOT SIZE ;DBA DEVELOPMENT DISTRICT CO ;PERMIT 44410 DESCRIPTION 2 STORY SING.FAM.DWELLING SEP-90.2000-069 PERMIT TYPE BUILD TTTLE NESIDENTIAL BLDG PMT CONTRACTORS: SILVIA, RONALD J. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $1,�5J5ta ,., `BOND �06' CONSTRUCTION COSTS $45 ' 101 SINGLE FAM OME"DETAL'HED 1 PRIVATE .P � MA83. 039. Ml�►� BUILD IO BY DATE ISSUED 02/29/2000 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC.PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE A.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION D FOR PERMITS ARE REQUIRE 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING IRE M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. M O BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 11 a Parcel 1 s Permit# ,Ith Dn Date Issued Conservation Division Fee Tax Collector Treasurer Planning Dept Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address T.nr 1 c 2 caan„i t g.,ar Village Osterville Owner David & Melissa McGraw Addressc/o 619 Main St., Centerville Telephone 508-775-1442 Permit Request Construct single family residential home i Square feet Ist floor existing proposed 3986 2nd floor existing proposed 3785 Tote]now 7171 Estimated Project Cost$700,000.OQoningDistrict Flood Plain Groundwater Overlay Construction Type wood Lot Sae 3.40 acres Grandfathered: O Yes N3No If yes,attach supporting documentation. Dwelling Type: Single Family CK Two Family O Multi-Family(#units) Age of Existing Structure NA Historic House: O Yes ®No On Old King's Highway. ❑Yes )MNo Basement Type: 10 Full O Crawl O Walkout O Other Basement Finished Area(sq.ft.) 520 Basement Unfinished Area(sq.ft) 3466 Number of Baths: Full:existing new 4 Half:existing new 2 Number of Bedrooms: existing new 5 Total Room Count(not including baths):existing new 11 First Floor Room Count 6 Heat Type and Fuel: M Gas O Oil O Electric O Other Central Air. ®Yes ❑No Fireplaces:Existing New 1 Existing wood/coal stove: ❑Yes ®No Detached garage:O existing ❑new size Pool:❑existing ❑new size Barn:O existing ❑new sae Attached garage:❑existing,anew sae 10 4 0 Shed:❑existing ❑new sae Other. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial O Yes JU No If yes,site plan review# Current Use Proposed Use R sidenrial t BUILDER INFORMATION �1 J Ronald J. Silvia Name <,.,;� p �;,..;� ; one. Telephone Number 508-775-1442 7 Address 619 Main Street License# 016932 () Centerville, MA 02632 Home Improvement Contractor# 101627 Worker's Compensation# TC99836194 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN T* by Private Contractor SIGNATURE DATE v fJ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# 1 r Health Division 'L6�`06�'/�� W-0/-ok Date Issued '-0 t Conservation Division ;rr; Fee %� 3.8,1 Tax Collecto"r� r , SEPTIC SYSTEM MUST BE Treasurer ..: f' ' INSTALLED IN COMPLIANCE Planning Dept wmmu 6 ENVIRONNENtAL.CODE AND Date Definitiv6 Plan Approved by Planning Board TOWN.REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address o� 6 Village ,erI A. Owner ]. ?yi c� l�> i$�G7�/( t, ' Address /P 0X/c_ Telephone Permit Request s w S� 1I Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Costa Sr7 Zoning District Flood Plain Groundwater Overlay Construction Type 1,I e,)o D Lot Size �3 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 Awo Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement,Finished Area(sq.ft.) /090 Iloo 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:XGas ❑Oil ❑Electric ❑Other Central Air: krYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: r+. .�1 ,°Zoning-Board of Appea7Nto orization El Appeal# Recorded❑ Commercial ❑Yes If yes, site plan review# Current Use Proposed Use R,Add_,,r, �,IV;q BUILDER INFORMATION p� Name �i//,a �. j �S sO�, /fl�, Telephone Numberd� Address /P g NaI'm License# &Z 02 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS BESULTING FROM THIS PROJECT WILL BE TAKENr1raotLT- SIGNAT6E4�K_aDATE I_' FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ^ OWNER DATE OF INSPECTION: FOUNDATION N` FRAME -6 INSULATION 2 I. ?S 1 1 G FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS, ROUGH•a) FINA71 FINAL BUILDING DATE CLOSED OUT "! _. for ASSOCIATION PLAN NO.' " 1/ Yr \r!tr' 13u:cruit.l�lttsx d2111 Yorkers' Compensation litsurtincc AlTldai•it �glicn`ntTtiforntal `n• : _ f' e1 nsc h rtamc• - . •Iocnilan: , city- nhnne Il of.am a homeowner performing all work myself. l❑._ l am a sole proprietor and have no one working in any capacity ( 1 am an employer providing workers' compensation for my employees working on this job. contnanr nnme: Silvia & Silvia Associates, Inc. ' address: 619 Maim Street cltt•• Centek-iMe, MA 02632 (508) 775-1442- nhnne li• Maryland Casualty TC4ys619y Insnrnnce co. naficr b ❑ 1 am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices: comnanv name, tiddress• tilt• -- phone/{• Insurance-co. �.9 rig :txr.. �.,:�T� _ .. .••crsxca+c..'�•l�•arr*-rT �^' • T!M•• r •t';'�.Y""•'.^.�' MITIVanv name, sddrsss: city-• phone Id• . IIIstirnnee' eo*. .it.oft it t�lttadcadd(ttoaa�nlcut �Ix .w.x,- .- • r.. +: •.y..a w • ;.:, ,: Fatltrce to sctaEcuta one rcYrs•topai ett�peadtta is the fora of a St•OI'�t'Otil:QItDER tad a fine of 31auAo t tier tgalnst ma I naderstaad chat a tope of th(s su mar be facrxcded to the aRce of Iatatit;attotts of the Ol/l foe t oterx�e ereeltiattaa I do Iterebi•c •,un Cr and penalties of perjury that rite Information prm•Ided above Is true and coon ecr Signatu Datc t�d1-O�►0� Print name Ronaid J. Silvia, President Phone t (508) 775-1442 *Mehl use only do pat,rr(te la thts arc.to be completed by city or town official tit} or tone: permit/ticcnsc p MOultdiar.Department ❑uccas(nf Board p check If immediate response Is required 135eteetmea's O(ficc �l[callh Department , contact person: phone q; r1other— I ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YY) *� 08/14/2000 PRODUCER (508)775-3131 (508)790-1677IL ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The Fair Insurance Agency, Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O. Box 430 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 619 Main St. Centerville, MA 02632 INSURERS AFFORDING COVERAGE INSURED Silvia / Silvia Associates Inc INSURER A: Maryland Casualty 619 Main Street INSURERB: Safety Insurance Co. Centerville, MA 02632 INSURERC: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MM/DDNY) LIMITS GENERAL LIABILITY RGP27336966 08/01/2000 08/01/2001 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ 50,000 CLAIMS MADE a OCCUR MED EXP(Any one person) $ 5,OOO A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PROJECT LOC AUTOMOBILE LIABILITY 3007908 08/01/2000 08/01/2001 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ B X SCHEDULED AUTOS (Per person) 500,000 X HIREDAUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) S00,000 PROPERTY DAMAGE $ (Per accident) 500000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY RGP27336966 08/01/2000 08/01/2001 EACH OCCURRENCE $ S,000,000 OCCUR ❑CLAIMS MADE AGGREGATE $ S,000,000 A $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND TC095836194 04/01/2000 04/01/2001 TORY LIMITS ER EMPLOYERS'LIABILITY A E.L.EACH ACCIDENT $ 100,000 E.L.DISEASE-EA EMPLOYE $ 100,000 E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 1 —DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, TOWN OF BARNSTABLE BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY SOUTH STREET - OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS, MA 02601 AUTHORIZED RKEP9ESENTA, 'Board of-Building Regulations ` . One. Ashburton Place, Rm .1301 : .Boston, Ma 02*10871618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: .11/18/1949. Number: CS 016932 Expires: 1 i/18/2001 Restricted To: 00 RONALD J SILVIA 619 MAIN ST CENTERVILLE, MA 02632 Tr.no: 9780 Keep top for receipt and change of address notification. BOARD OF BUILDING REGULATIONS 00-35,000 cf enclosed space License: CONSTRUCTION SUPERVISOR (MGL CA 12 S.60L) 1A-Masonry only Number: CS 016932 1G-1&2 Family Homes Failure to possess a current edition of the Birthdate: 11/18/1949 Massachusetts State Building Code Expires: 11/18/2001 Tr.no: 9780 is cause for revocation of this license. Restricted To: 00 RONALD J SILVIA _/ 619 MAIN ST i CENTERVILLE, MA 02632 Administrator DIG SAFE CALL CENTER: (888)344-7233 l2� V 4w'Uy124ww" 01, Board of Building Regulations and Standards One Ashburton Place — Room 1301 Boston , Massachusetts 02106 Home Improvement Contractor Registration Registration: 101627 Expiration: 6/26/02 Type: Private Corporation OLLomrnoouueain�.�taua�. HOME IMPROVEMENT CONTRACTOR Registration: 101627 SILVIA & SILVIA ASSOCIATES , INC . Expiration: 6/26/02 Ronald Silvia Type: Private Corporatio 619 Main Street Centerville MA 02632 SILVIA 3 SILVIA ASSOCIATES Ronald Silvia -,;f 619 Main Street ADMINISTRATOR Centerville MA 02632 +- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` 8 Parcel 3S Permit# r $� Health Division -Q6c '0� Date Issued Conservation Division /� Ji Fee Tax Collector _ �0 Treasurer t g 5EPT4C SYSSTEM MUST E Planning Dept. INSTALLED IN COMPLIANCE 0 Date Definitive Plan Approved by Planning Board 9 IITH TITLE 5 ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TO0N REGULATIONS Project Street Address C'>N L07_* WO Village 057Z-_M✓�//y��C�'. ' , l Owner PAV lb /i'��L�� Address �� onerIZ >1 (KeolfN11 Telephone -771' Permit Request I M atC aLyy.) Zt,x 40 Pool " No T3/-}_kwgKy SN creo " S(/44wpcp /3 , �e 5 2 v 04I?t eAhff DmzS D ' Ae, ©ll"or/L Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation�3_ �.ODCJ Zoning District Flood Plain Groundwater Overlay Construction Ty''p/e//�� V1 Lot Size 3. `t(/ f Grandfathered: O Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family O Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes RJ No On Old King's Highway: ❑Yes ® No Basement Type: O Full ❑Crawl ❑Walkout Cl Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas O Oil ❑ Electric O Other = Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:O existing ❑new size Pool:O existing O new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use 4;x4 R- 00061 BUILDER INFORMATION Name i #W 0 Telephone Number Address �, -,�twleof License# IO"•g"I Home Improvement Contractor# �i��fG��✓ C . Cgl� O� Worker's Compensation# ^�C�l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 7 ?ACGG4,,S.s SIGNATUR DATE l/ FOR OFFICIAL USE ONLY PEA MIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS :,`+.__. .VILLAGE OWNER DATE OF INSPECTION:.A,, ` FOUNDATION _ FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING•• j, DATE CLOSED OUT ASSOCIATION PLAN NO. i j The Commonweafth of Massac"NeLI-5 Department of Industrial Accidents "�-, -:_�-- • _- Of�IcaallosesllBalfoas - 600 Washington Street it Boston,Mass OZIII Workers,-Compensation Insurance davit Z� .z name �7� •�S PSG[ o location, vu, �1�✓'��`� c phone N city G I am a homeowner peIIbrming all work myseM ❑ I am a sole prapn'etor andav he no one in=7 //////,BMW, M////////////%%% /G/-/%----- oa this'ob mY °per working J workers msation 1 b .vc xfi I am an ...... ...... ... vH,,... w•.:::;•. ai^'fiR',F.'•r•'^"?•.. :.,.J:J::;}::n.... ,.....,•::J}:.�:.:•::::::::::.:}}J::;{•J:{{;•>:•::•>:;:::::.......................... .. ... .. .....-.. .. ..Wr1..,......:.... ...v-:fi:::•.-:L••}:.:....{,J}}:•}J:J}:i:•J}J}}::.;::.;::::.:•:w.v::::::::::::::::i•.ai:?:::::::::::::::.................. .... v}::•....:J}:,vv:::.,w:.vw:::......::::.:v::.v::nv::.:v:::::.tiv.v.�:::::::v::::v::::::::::::::::... .. ....... ... ..............:•..........:v....v......v...,S. ...............:..:...\.w.•.......{V}�Y^b}:t::n.. ... :C .<•h.f..w...:r.. ........... ..... ........................r...r. .... r {C 4 ..n..,v.••:}:;�{ti{•%r}:a'tii:4]i}•.}v::.....::nv::::.:v:::._::::::�:::':`::::::::::::::...... ..............:•. l..xr Yw• aUR:Y.:+ra'�}. �,{fi?C:.•:,>.d7C�JK{ };. v{::w::....:.::v.r.::........................... ::::::::�:�:>:...... ....... rw„•{{a}xi vr-:y<r•}}:}}'r.Jk9!::::}::::::?•.r:::?:}x::.. ...:::.....................................:..::::.. panvname.. ...... ....... ..... ...,.,. ••::a2 .us.:c:• a:'s.>•.�:-,,��h:iM::{:..x..{..,:,r:.,:::•::..,+::.:.�.�:::::.:::::::.�.:]-.;:.;;:.;::'.:;:;;.;.:•::.>;.:':::::::,<:. .. .......v::::x:•.•. .-h.:v.::. {i �••{:• .Mna•::.�+a..xv:.;f.:- .... ..... .. ..}.... : - ♦*•� .. w:n: ,-.v::•.vv::::ais;;i;{•i}:fi:?{,Lfi:.}•w}J:^{;.}::.ay:::.y:::: ......... .................... ........... :...r.nk„L4 w.: S�a�x'�'� . .. ....... ....... ..... .-n ..w ..-......�'�..}i�j .�.xR. .n.......... ..v•....v .v. ........ ...... .... ..... ...-:.... .. {•ter. .....r::}.:.J}::...:.....,•:•.-...;.:.:.:::•:?.;}•;��:...:..::.;::::.,:]••;:::.:�:.:.::::::: ..:::::::.... .::::::::............. .......h{.L...-.....-......:.•::.., : fiw..,•.>. naf•<. 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"'v .. ..... ... �. .. � aCa��C�{..,�.,�.a${'�..:.;::.{:{.:;:: xC;t:'v.,.},{.;f::.:.y}:•>2•.v':J7�Y+•�}.j}v}:}}]]i}}:•}:<{?•}:>?a'.. . ......... r.....:::..v• -,xrinhv ax.-vi.J.h-v,.w)a:v,{T..,'7L ....;-,.. , , ....::::::::::::::a}}•}:•:v{?•}}J:..-- :::w;w,.-x::r..-.' .-.n.... .. ..r. v •:n:•.v::...... .v:::r::r.:::•v:.;;�if,.,>.{C•:t•iJ:::ij-vri:>••::tia:Ci`}}.::.v:}v}.., '�::-r:o:•]:•.:-::::::::::::.�::..;:;•}::•}:?•}....meµ....:.r.,•.. ••.:ri<�;}:3i}TR. �-,• ::::::.: :;:::J:;•:;•J:;•:;::: ,+.,,:.,.-•:•kar oh{ta+{x�w,•::c.Kb • ..,•. w.JJ:».!x:•::wy:2•..r:.,x,x..:.:...r`frtY_a.,•.-....:... •......,,..�.•..:..is%.-}} ande,Section IS&of MQ.1.4 em lnd 90 tha of e=fadml pemltles of•llfte up to$1300.00 and/or �- -Failrii a to secure coverage as iegoir�d .> : • .. WORS ORDER sad a An of S100.00 a day afaiast ree. I tatderstaad that a one years'imprisomnmi as*a as'eirn penaitfss in the form of a S'TOP be forwarded to the OMM of Invo�of the DIA for eoraage won• copy of this statement may ' the auu ofP tb�the mformatroa Pv'rded above is ow and correct L do hereby certify P 6� Date - . Siena his 4'name .o.�f- d Phase official use only do not write in this area to be,eompkw by city or town oIDdal penuMeense# OBupding Department city or town: OLicensing Bow ❑Selectmen's Oince ❑check if immediate response is required OHadth Department phone m — ❑Other contact person: (tevuea 9l95 P)A) Information and Instructions -all em to employers to provide workers' compensation for their Massachusetts General Laws chapter 152 section 25 requiresp Y employe Died from the . As'qu "law", an employee is defined as every person in the service of another under any cow es of hire, express or implied, oral or whtten: ; • • . association, corporation or other legal entity, or any two or more ei An emplover is defined as as individual, partnership, ��y�of a deceased'employer;or the recei�er c: the foregoing ended in a joint enterprise, and including the legal rep to to ees: However:the;owner of a trustee of an individual,partnership, association or other legal entity, employing o �P Y dwelling house having not more than three apartments and who resides ' or occupant of the dwelling house of another who employs persons to do maintenance, construction or reps work an such dwelling house or on the,grounds or thereto shall not because of such employment be.deemed to be an employer. w building appurtenant MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewa: "�in the commonwealth for any applicant who has of a license or permit to operate a business or to construct bindings -;. -. not produced acceptable evidence of compliance with the fiance coverage,required. Additionally,neither the commonwealth nor any of its political subdivisions shall.enter into any c�ract perfoanance of public work until acceptable evidence of compliance with the insurance requirwofthis chapter have been presented to the comrac=- authority _ Applicants d Please fill in the workers' compensation affidavit completely,by clecldag the box that applies to your situation an suPPI�company names,address and phone numbers along with a certificate of insurance as all affidavits maybe f �msuraace coverage, Also be sure to sign and ��DePartmeat� Industrial ial AccideaLs�, " or aPPan for the permit or license is date the affidavit. The affidavit should be retm�d to the city .. _. "law"or if-You not the Departareut of Industrial Accide�.. Should 3"on have�Y °�regards being requested, policy P caII-the Depaieat at the number listed below. are required to obtain a wad=' compcnsati ,_ .; jn City or Towns - _ e Deparrzaeat has provided a space at the bottom of the Please be sure that the affidavit is complete and printed legoly re the licam Please affidavit for you to fill out in the event the Office of Inves#Ptions has to caartaci you regarding apP y which will be used as'a.ieferea. number. The affidavits maybe returned io be sore to fill in the permit/license number K.. , .. ent b main or FAX unless other arrangemmts have:beeamade• the Department y . oration and should u have any questions. The Office of Investigations would Bice to thank You in advance for you,coop Y° please do not hesitate to give us a call. The Department's address,telephone and fax number: _- The Commonwealth Of Massachusetts Department of Industrial Accidents 0MC8 of 1avesugadons. .... .. 600 Washington Street Boston,Ma. 02111. fax#: (617) 727-7749 phone#: (617) 727-4900 _eat. 406, 409 or 375 The Town of Barnstable 9" HASM Department of Health Safety and Environmental Services 059. 65 Building Division 367 Main Street.Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Comr Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations.renovation.repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ©v Estimated Cost Address of Work: y 7-12 c t�1c-- ✓r r Owner's Name•:E D::�L �J Date of Application: �v I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1.000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereb)p app for a pe ;as the agent of the owner. E/ S��OA � e,2t` O/ O c, D to Contractor Name Registration No. OR Date Owner's Name q:fonns:Affidav Board of Building RegulaVs and Standards t One Ashburton Place:- Room 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration PA109 ration: 10USS Type. Supplement Card Expiretron: 07/17/2002 SOUTH SHORE GUNiTE POOL& SPA INC. -- r �..�A%iep ._ RICHARD BENOIT Chef M cd, rna 12 HADLEY ST (�-�q N. BILLERICA, MA 01862 Vj�ate Addres and rare card.Mark reason for change Addr"s ` Rooewal ❑ Eraploymeal ,'-1 Losi Card � '�� e►wevnrc+salG4 0�.Lla�,adeec/elfs - 'y' Hoard O t3aitdiag Rasalatioas and Standards license or registration volld for Indwidul use only j HOME IMPROVEMENT CONTRACTOR before the expiration date. U found roturn to., Rogistratlme 105495 Board of Building ReLnrlatioes and Standards Exombon: 07m2002 Oat Aahburtoa Place Rru 1301 Type: Supplenwi Card Boffin,Ms<.02108 SOUTH SHORE GUNITE POOL d RiCHARD BENOIT 12 HADLEY S'T T4, W.BILLERICA,MA M862N r v►itbintargrsstnre- - — ; , ✓/. eanvaaoruueall� a` .'llaarac/ruaeaa BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 056174 Birthdate: 0311 6/1 94 5 Expires: 03/16/2001 Tr. no: 8013 Restricted To: 00 RICHARD E BENOIT 54 CUSHING HILL RD NORWELL, MA 02061 , Admi istrator (603�°E 49`3.-9 0:;:�..:.r;` ;1l ltKllt�,IG14 t;ISM.�tC)rAb*A11RR'1AL-RUF1I�FUWVIA!{(aN. ONLY AND CONFERS4f RIGHTS�bPOWTHE CERTIFICATE keside' Insurance Agency, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR I Stiles Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. item, NH 03079 COMPANIES AFFORDING COVERAGE ........................................................... ................................................. ............ COMPANY' Valley Forge ttn: Ext: A . ....................................................... ............................................. ................... .................... South Shore Gunite Pools COMPANY Transcontinental B 12 Hadley St .... ......:........................... ................ ...... N Billerica, 01862 COMPANY MA Transportation C ' ......................................................................................................................... .... ............. COMPANY American Home Assurance D THIS IS TO CERTIFY THAT THE POLICIcS OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAP:i=D ABOVE FOR THE_POLICY P_RI )D ''1F)!CATED.NU VOTHSTANDING ANY?ECUIRE"TENT•TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCU':i 'dT VVITI1 RESPECT TO l.VHICd'.T CIS ..Ei:T=i; .. O =(THe? tCi: D_",( !BED is . _� .= E _.:(....{_ NE: .:(. .IY T i0NS OF S1_C. Lliv::1 3 SHOV .:ir.Y H: _:EEN REDUCE 13':'1='.:-I'1,—,,Ai'-A1`7 0 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION- LIGHTS R DATE(M611DD/YY) DATE(MMIDD/YY) GENERAL LIABILITY :GENERAL AGGREGATE S 2,0 0 0,0 0 0 X COMMERCUILGENERAL LIABILITY E PRODUCTS-COMPlOP AGG: S .000,000 >::iz>'....... .........................................., CLAIMSMADE :-X i OCCUR: - - - ; i _ '•PERSONAL 3 ADV INJURY : $ C143430331 04/01/2000 04/O1/2001 .......................................I....................1.000..000 OWNER'S S CONTRACTOR'S PROT :EACH OCCURRENCE $ 1,000,000 :................................................. . . . ......... . f FIRE DAMAGE(Any one fire) S 100,000 .......,.......................... : ...................................................... 5.000 MED EXP(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO 1,000,000 ALL OWNED AUTOS X SCHEOULEDAUTOS ;BODILY INJURY S (Per person) X HIRED AUTOS 1057229951 04/01/2000 04/91/2001 .... • BODILY INJURY S X NON•OWNEOAUTOS (Per accident) .... .............. .... _y_�--- PROPERTY DAMAGE 5 ANY AUTO OTHER THAN AUTO ONLY EACH ACCIDENT $' :....................................................................................... AGGREGATE S EXCESS LIABWTY EACH OCCURRENCE S 1,000,000 X UMBRELLAFORM 182102948 ' 04/01/2000 04/01/2001 'AGGREGATE g.... 11000,000 :.................................... ....... ._ ......... .......... OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND TORY LIMBS X E ............:.. ::i;::. :;. ; ' EMPLOYERS'LIABILITY : : ..... EL EACH ACCIDENT $ 500,000M2-00-02 04/01/2000 04/01/2001 ..................................................... .............. .TiEPROPRIETOR! PARTNERSIEXECUTIVE INCL EL DISEASE-POLICY LIMIT S 500,000 OFFICERS ARE: EXCL: :EL DISEASE-EA EMPLOYEE $ 500.000 OTHER :SCRIPTIONOFOPFJRATIONSILOCATIONSAiI'EW4cc,cncr •r ITEMS ! T :#iOIIE ERT FLEA R<::{.:»:>:::>::��::<:::i:>:::::#:<z'.:<:>:::<:s<:::<:::r<:::>�»':{.:>:::::�>{.:::»»:<::::::s::•::i:<:::>::::>:::»:::;>:::>z::;;>:>'•� ;�>;�:>:;: ........ ..:..::::.:. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE "b , TOWN OF BARNSTABLE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL J 0 B ADDRESS: 1_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, L 0 T # 142 S E A PU I T R D BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 0 S T E R V I LL E, MA OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. a AUTNORRED REPRESENTATIVE Joseph Rossetti/USER39 CORD •{:r�::`.:;5:`;:!::<;�•::{•;:->•{::::. .:-{�{•::.jsa:>:;ns-.:{•:ky::.},.{.,a •r.:.:r•�{[•:a:ra:; y.:.,•..,:,,,• -:L•:'{•{:[,� }'->.'/.• •.[.::..:a::�:::v:>.a,:}-isti,v."}�:`.kYXs•Lv;:��:�:i��:%`:Y:1:•.v:: •::f{S Z::: ..:5. •.A}..:-a, :Y{'-'y,?�fyy::. :' :w:. r............:n•:[•.v.�xn...;.,..::.a:!n,..?,�„}:\-:.:i::�:[v::v..:,. 1.... ":-`•'r:?\a�{:•:x? •::�i�'•l,vine-tiiJ: x{:n,� .....:.,. .:.,.. : .r:r::n::••:..... w b.,:. r.�s:•r.��•r wrra.,:•�6.+: :->:;�' f =, Min ' *� ' "�S?t �d�3 a yo��y,'Y.} �•+�K �-o r�. ,. x... •s.3.'S'.s .n... `�... � ,. ... tom. ? / TOWN OF BARNSTABLE BUILDING PERMIT 'PARCEL ID 118 135 GEOBASE ID 43868 ,ADDRESS diQ SEAPUIT ROAD PHONE OSTERVILLE ZIP - LOT 142 BLOCK - LOT SIZE ,DBA DEVELOPMENT DISTRICT CO :PERMIT 44410 DESCRIPTION 2 STORY SING.FAM.DWELLING SEP:NO.2000-069 :PERMIT TYPE BUILD TITLE NEW-YESIDENTIAL BLDG PMT CONTRACTORS: SILVIA, RONALD J. � Department of Health, Safe- 'ARCHITECTS: �. and Environmental Service: ;TOTAL FEES: $1,4'o5'S� THE;BOND ��0'Q�; //, ,''. ! . ::.. ,• � CONSTRUCTION COSTS $45 101 SINGLE FAM OME`�DETALHED 1 PRIVATE P „M, MASS BUILD x IO BY DATE ISSUED 02/29/2000 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Maloney Kathy From: Schlegel Frank To: Maloney Kathy Cc: Gatewood Rob; Health Department Subject: Address Change Map 118 Pcl 135 Date: Thursday, May 11, 2000 10:13AM . The owner of map 118 pcl 135 located at#40 Seapuit Road, Osterville, has requested and been approved of an address change to#44 Seapuit Road, Osterville. I have updated pentamation but you may need to correct your written files. THANX L 0�1 Page 1 `, - auwwi wwor�R7ac - ,? t ^ 3- l7BA-P= W WND aMAf .. s•. � Y• I of I � - �•r—f � EcE1l goo U ' 6N1'NiG -•TJ I I t MR OF QO/VD BEAM ( �• T E`-Y/'D' t I I i t t --sue •Jet - - - - - - •� —I ' 3'� �J/.L R6.V� ",?•IOlir. t MAX✓E�WAUDff si C r�.1 31 r 1 7�L61L 3 d�•t;e�� f� aoTa witYs 3= NA c' • -� G�1 Yo- 1 • :#3%RS®:'ate G/T aov AS .%mzv cL�X SRO•' t r A`vNDR,UIV T,1771G - cLFil `=0' • �wEa aImmrrTO PnArP RQ�Ef M+tvE • t 6•,WAf �`' . ur B � FLAY 7-'0' w at s fLEY T 9' • _ -- —rIEY�O' y001 ♦s 'id ^/ �a —•""'r 6,�� 14,Mwq SACS LOa-44C MM 6Y0'T7W.. STAVDA4 740 WALL SEOT/OIV • Ifs �r-arc• Box J CONSTRMLION NOTFS. ° G FNERIu ' -.;.. - .• . , •, • • eve 4 RF/NFdIPCIAG STEFL ••• •C0M.S77UCTION -WALL 07NFORM TD CI7Y D_PT RE/.V.=o C/NG STFF1 S.4LL CdNP,GLQiy1 • t . OF.dLD 6 e-wE7r-L'OQE STA.vD. eas. TO .4S.T.At DES/G NATIONS ,0{S tA3oS •:• ••:• °: '� t DIVING B0A)W"tS �P17! L:4PS S!/AL L BE A WIA lmelAy, Car 7,Vl C• . ...•. �: i6' - D1,4ME7—A- DiP/B'AfWA&FE SPLICFS K',' ;;'. .•. •.: Hurt 6 UAO'17'45 COAU7-, 'GCT/O/Y ir-- vu� TN/S DE.' mN awAMAtr 7D "CAL 4WW iWD O" PA.PT CEAL—/Ir l- TD .4VZW X VD A AWoow Ni'I _ �M IhVN A A=,t -OVA LY Zz+ZZ .fME Is LILT. Q7.NP.57�'EA[3T.�/ ECtL�LLLFX vwE . . • 6471vA/oGi/WP - lANO AfAROVED AF4T!f,44.6rf0U,va VlllWV ZAM-r 3MO Psi E 3S DA!'S • •-. . I VP'2VP OF M.Vo BWA.N,. 4f WATFR-CF.NEVT f.47 ' W" AW E� . AU7»MATIc s7lRFs1cE sKIM R -�• aft 6.4t3 W.4TZrR Asr XCC 4rCZ6WV7- :• , a•(Ew) -_ . c�RF GUiyrTF 6Ya uG.�7'•�,�r�s�,a�- •. i 40MM . .J.VAZZ AWY&TE fEND'AG /N l?2N 444%Ci 7/47F T/dat,4 ZW��.QMV JW" 1VIZV LOC& C1,7'41 7Zlljo N O,�LY.S/i ACE U.�IQER JY.4TFR L/GkT 6AMAY M,ffC Sa r "JUMM6 ' /V'OTE ; • F11-C IXirW SWAU C:?WAVeW 7?7 -r,47c - ATldL..��1?T 1�'.liV,OR�fW//16. • ° PLAM t` A✓VO LOCAL AMI/Mew4 NZ: ArAA-fc tTi�7'B �PPRO�ED A V01816 AtA•P/'Ts To l)E I�VSTi9L•t�0 •ar' OItI,YE� GEfD.PE . ' •' rat t zi✓6 pGo,[. CAML o ' sacs t•oL. STAN0 9 SW//NM/N6• ROM AM • ' : IOE1/FF lawE MANZ• IgNID &A C22"a /;A, ' = 7tlediHU G /9►1�OREfS: --- S'E'+� r,T_: �+ O S l�iz 4►t tS-.•— /'7y► 77,8E F wciv iR scri« A✓o v6 APPROVED BY ... •..r.• act 4�,,,� .. - Eo'°��.C »�,<<�•�6°�j F QMtta 31376-3 a►�: / Mn PST oAw"►wn.ett O7-k1. iiMuiMY WALr%Ek - C0iiSULTlHG -F-MGIKEEK i 19 WOODSIDE AMP WESTPORT CT 06880: MAIN Ou7[LT asus�si.w x vw 4.&W//xI°lxtc LJCOl�N0. y; ORMV q.Wimen � .�fr' — /r •tom # _,' `.- 'A.`. �:Y• t�':�" si'r -a•-. -r_;. -.a. ..i ., •.�„t,r;.- t;. .a.. Rom_ / �? _. tp.+'• ._-i...l tR..' .r'd"rr.- .�u',�%Sa±s _ A _ - Y' a,a ;t'gF•'" .41t' .I a: .�17i.,-•.! :GFy - 5:9 t4.1p,�pa tfA30� 1 .s 17,E:. .: _: ., ,•,- s,.-. •.. ,.. _ ;.-.. . ;:' x-' r. -.,x"� .�. ,:"- .� . - : ,: k TOWN OVERLAY DISTRICT: all, State Zone II •rt�'�• �n' `sr ;� WP — Groundwater Protection Overlay District : L „r owee -- Q n i t' Estuarine Watershed Overlay District ��q4 gas B$bch : { 4 RPOD - Resourse Protection Overlay District ZONE: . M :. i!� c n Area (min. 87,120 (RPOD) •' `;tp � �� s ','; Dt JSIO1Y Frontage 1min) 20' Width (min) 125' . •y = ii Setbacks: '+.• a .'/ Front 30' ` Sj , `U •. Side 15' Q '`'��m �.j Rear 15' FLOOD ZONE: Area of Minimal Flood Hazard Zone X Community Panel No. LOCATION MAP: 05001 C 0544 J July 16, 2014 Scale: 1" = 2000'f N LOT 143 ASSESSORS REF.: Map 118, Parcel 135 NIF Theresa.L. Garrett LOT 55 N/F COMM 23, E s 76 2 S N 3 2 Existing 92� 2 Septic #2000-681 . ..:. 9000, 70'� 107.7' c ° � m � Existing �o Pool 105.6' i See Note 3.PROPOSEO ADDITION . V 3.0 a Existing Dwelling �(,^V• 63.2' lJ Existing Driveway (See Note 3) LOT 142 148, 164fsf 3. 40fAc k 218.6' ►7 r\ O O to . O �. (n LOT 141 N/F . 6 Barnstable Land Trust 7 °/9 S8 134. 4 7 N 82°23 33 W 172.21 ' ,t Sea N 87e29'47" W 348.21 ' punt Road REVISION: U date Farndothm 04101115 DRE: PREPARED BY. PREPARED FOR: NOTES: Site Plan 1.) The property line Information shown was Proposed Addition •��/m^ rttaw & compiled from available record Information At UIIi ttaL� M David McGraw 2.) The dwelling was located from an an tJgtfaiM•MUM•71Mr1�0/Y�.Y1� the ground survey performed In v 44 Seapuit Road •r••••++•••�---rob . Aloy 2000. Barnstable, So a YS 50 3. The driveway. Mass. p,°rt: J0D ) y pool, and pool house are from GIS and are approximate. r OA TE: October. 9, 2014 Ste` 1" = 50' Refer. PS Pro ctJt98068 ABBREVIATIONS: SYMBOLS LEGEND: GENERAL NOTES: ZONING INFORMATION: a AT L.V.L LAMINATED VENEER LUMBER W WEST CL. CENTERLINE LAM LAMINATE/LAMINATED WRC. WESTERN RED CEDAR 1. GRID LINE Y AXIS 1. CODES:ALL WORK SMALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE, PROJECT ADDRESS: PL PROPERTY LINE LAV LAVATORY W.C. WATER CLOSET BTM EDITION. 44 SEAPUIT ROAD 0 DIAMETER L.F. LINEAL FEET W. WOOD X AXIS 2 DO NOT SCALE DIMENSIONS FROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. OSTERVILLE,MA 02655 ( POUND OR NUMBER LOC LOCATION W.F. WA E RHEATER FLANGE NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICT EXISTS. fEl EXISTING LP. LOW POINT W.H. WATER HEATER (N) NEW LT LIGHT W00 WITHOUT 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK NOTIFY JURSIDICTION: WIN WINDOW BEDROOM ROOM NAME - THE ARCHITECT OF ANY DISCREPANCIES. OSTERVILLE,MA72B55 — ABV ABOVE MAS MASONRY WP WATERPROOF 2. ROOM REFERENCE ACC ACCESS MAX MAXIMUM WR WATER RESISTANT 101 ROOM NUMBER 4. VERIFY ALL ROUGH4N DIMENSIONS FOR EQUIPMENT.PROVIDE ALL BUCK-OUT ASSESSOR'S MAP PARCEL NUMBERS: ACOUS ACOUSTICAL M.B. MACHINE SOLT WT WEIGHT HARDWOOD BLOCKING.BACKING.AND JACKS REQUIRED FOR INSTALLATION. REFER TO SITE PLAN PREPARED L SULLIVANMBE ENGINEERING A.D. AREA DRAIN M.C. MEDICINE CABINET 'Cob ADJ. ADJUSTABLE MDF. MEDIUM DENSITY FIBERBOARD 3. DOOR REFERENCE 101 DOOR NUMBER S. VERIFY LOCATION OF ALL EXISTING UTILITIES AND SLEEVINO:CAP,MARK AND PROTECT A.F.F. ABOVE FINISHED FLOOR MOO. MEDIUM DENSITY OVERLAY AS NECESSARY TO COMPLETE THE WORK PROVIDE AS-BUILT PLAN OF ALL UTILITY LAND-USE ZONE: A.I.B. AIR INFILTRATION BARRIER MECH MECHANICAL LOCATIONS. REFER TO SITE PLAN PREPARED BY SULLIVAN ENGINEERING ALT ALTERNATE MLAM MICROLAM 8. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. ZONING SUMMARY ALUM ALUMINUM MEMB MEMBRANE APPROX APPROXIMATE MTL META. 4. WINDOW/SKYLIGHT REFERENCE O REFERENCE WINDOW SCHEDULE 7. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. REFER TO SITE PLAN PREPARED BY SULLIVAN ENGINEERING ARCH ARCHITECTURAL MFR MANUFACTURER MIN MINIMUM 8. PROVIDE FlRESLOCKING AT ALL LOCATIONS REQUIRED BY THE BD BOARD MISC MISCELLANEOUS MASSACHUSETTS STATE BUILDING CODE. BLDG BUILDING MM MOUNTED ' BLKG BLOCKING MAT MATERIAL 9, PROVIDE DRAFTSTOPPING AT ALL LOCATIONS REQUIRED BY THE BM BEAM MUL MULLION —DRAWING NUMBER MASSACHUSETTS STATE BUILDING CODE. B.O. BOTTOM OF S. EXTERIOR ELEVATION A1D1 SHEET NUMBER 10. MOUNT ALL DOOR HARDWARE HANDSETS ATNrTOCENTERUNEUNLESS GROSS BUILDING ADDITION AREA: SOT BOTTOM N NORTH OTHERWISE NOTED.VERIFY W ARCHITECT. a WA NOT APPLICABLE CAB CABINET N.I.C. NOT IN CONTRACT It. USE CAST IRON WASTE UNES FOR ALL PLUMBING IN CEILINGS AND WALLS. ADDITION: C.B. CATCH BASIN NO NUMBER CEM CEMENT MAT NATURAL 12 ALL INSULATION MATERIALS SHALL HAVE FLAME-SPREAD RATING NOT TO EXCEED 25 AND A BASEMENT: 744 SF a 9 CER. CERAMIC SMOKELEAR-0EVELOPED RATING NOT TO DEBRIS FROM ALL VENTILATION DRILL 450.GRILL HOLES AND NOTCHES.PER MASSACHUSETTS STATE BULDING CODE. FIRST FLOOR: 824 SF E � C.I.P. CAST-IN-P E AA OVERALL DRAWING NUMBER 13. C COVERED PORCH: 120 SF C.J. CONTROL JOINT O.C. ON CENTER B. BUILDING SECTION g101 SHEET NUMBER u CLG CEILING O.DIA OUTSIDE DIAMETER SHEET CONTRACTOR IS REQUIRED UI COORDINATE BETWEEN THE TRADES THE SEQUENCE ADDITION: 1.488 SF CLOD CAULKING OD. OVERFLOW DRA OFW OF CONSTRUCTION AND THE REQUIRED REVIEW AND APPROVALS FOR THE HOUSE E Cl0 CLOSET OF CERTIFIED AS ENERGY STAR COMPLIANT. C Q � R LA CLEAR ON OVERHEAD 8 C.M.U. CONCRETE MASONRY UNIT OPNO OPENING CNTR. COUNTER OPP OPPOSITE 7. DETAIL REFERENCE(SECTION) —DRAWING NUMBER COL COLUMN OP.HD. OPPOSITE HAND SHEET NUMBER CONC. CONCRETE CONN. CONNECTION PERF PERFORATED CONT. CONTINUOUS PERP PERPENDICULAR '• �'° li C CORRIDOR PL PLATE A,D, VICINITY MAPS: BUILDING CODE INFORMATION: a_. C.T..T. CERAMIC TILE PLAM PLASTIC LAMINATE S. DETAIL REFERENCE(PLAN) DRAWING NUMBER s- CPT CARPET/CARPETED PLAS PLASTER SHEET NUMBER CTR CENTER PWID PLYWOOD •>1F e'e PNL PANEL BUILDING CODE OSL DOUBLE PR PAIR APPROXIMATE LOCATION OF SITE NASSLCHUSETTS STATE BUILDING CODE.BTH EDITION DEMO DEMOLITION PRCST PRECAST = vA.'. on DETAIL PT PAINT r ®�� ENERGY CODE - DIM DIAMETERDIMENSION PTO PAINTED T.O.FRST SUBFLOOR —ELEVATION C E C TO S ^ DIM DIMENSION pTN PARTITION ON DOWN R RISER D.O. DOOR OPENING 9. ELEVATION/DATUM REFERENCE . LOCATION D --'.•a. DR DOOR RA RETURN AIR DIN DISHWASHER RAID RADIUS .Od DING JECT D RECTORY: DRAWING R.B. RUBBER BASE / -� R.D. ROOF GRAIN DRAWING NUMBER BA NS ABLE BUILDING DEPT. E EAST REF REFERENT 10. INTERIOR ELEVATION REFERENCE 1 101 1 OWNERS_,-� ARCHITECT: EA EACH DAVID&M DRAW KUTKER ARCHITECTS REF REFERENCE SHEET NUMBER MSEAPUR f�OA,D` 217 CLINTON AE J EL ELEVATION REFIT REFRIGERATOR 1 OSTERNLLE,MA 0285$ 217C INTO. A 02540 4-�S ELEC ELECTRICAL REINF REINFORCED ENCL ENCLOSURE REM REMAINDER PHONE: PHONE: 508. FAX: FAX SDB.SdO EQ EQUAL READ REQUIRED FI E DEPARTMENT CT: CONTACT: AMANDA SAWYE w�- : EQUIP EQUIPMENT REV REVISION/REWSIONS/REWSED EST ESTIMATE R H. REGISTER Q MOST RECENT REVISION MAINS FOR BOT SlG AT z--i EXIST EXISTING R.N. RIGHT HAND 11. REVISION REFERENCE 01 CLOUDED.SYMBOL REMANSFOR CONTR STRUCTURAL ENGINEER:EXP EXPANDED EXPOSURE RM ROOM PREVIOUS REVISIONS.REFER TO E REQUIRED FOR PERM///INI,] TURNING NULL CONSULTANTS.INC. EXPO EXPOSED/EXPOSURE R.O. ROUGH OPENING REVISION DATES INDICATED 68 TU�PWPER RAADA UNIT 3IP0 80%1159 O O aD EXT EXTERIOR R.V.P. RADON ENT PIPE ALONG RIGHT MARGIN. P PHONE 508.221.29K �•� Q A.W.L. RAN WATER LEADER FAX: FAX VI• O F.D. FLOOR TRAIN F.E. FIRE EXTINGUISHER S SOUTH CONTACT: CONTACT: LARSJ1 W w F.F. FINISH FLOOR SAF. SELF-ADHERED FLASHING 12. NORTH ARROW -INDICATES NORTH FIN FINISILTOFlNISM S.C. SELF-ADHERED MEMBRANE ( CIVIL ENGINEER �> FIN FINISH S.C. SOUK CORE CIVILSULLI E ENGINEERING FDN FOUNDATION S.D. SMOKE DETECTOR FL FLASHING SCMED SCHEDULE OSTERVIRDLE.MA 0285E 7 POKER RD co)N FL FLOORS ENT SECT SECTION FAHXONE: �42B 3e~ UA O FLUOR FACE OF ENT S.O. SAFETY GLASS CONTACT: PETER SULLIVAN (� F.O. FACE OF SM SHELF MATERIALS LEGEND: F.O.C. FACE OF SHED BY S.I.P STRUCTURAL INSULATED PANEL F.O.I.C. BY CONTRACTOR T OWNER-INSTALLED SHR SHOWER BY CONTRACTOR SHT SHEET F.O.M. FACE OF MASONRY SHT.MTL SHEET META. WOOD BLOCKING PLYWOOD F.O.S. FACE OF STUDS SHTG SHEATH NO SKIM CONTENTS: F.O.F. FACES FINISH SBA SIMILAR FR FRAME SL SLAB R FRPF FOOTINFIREPRG E S.O.G. SWBONATION FINISH WOOD ® FIELD STONE ■ ■T�� FRPL FOOTO F SPEC SPECIFICATION ��we A000 COVER&GENERAL NOTES FUG FOOTING S.P.F. SPRUCE.PINE FIR I■r/�P® SITE PLAN FT FOOT OR FEET S.F. SQUARE FOOT(FEET) FURq FURRING SQ.IN. SQUAREINCH(EL THAT INCREASES LIVING SPACE FUT FUTURE S.S. STAINLESS STEEL INSULATION _ EARTH F.W. FULL WIDTH SM STATION —III—III ANY CONSTRUCTION ARCHITECTURAL DRAWINGS: GA GAUGE STD STANDARD �, PER LEVEL MAY REQUIRE THE GALV GALVANIZED STL STEEL BEYOND 1200 SO. O.C. GENERAL CONTRACTOR STOR STORAGE RIGID INSULATION GRAVELD1OO DEMOLITION PLAN GL GLASS STRUAT STRUATURAL INSTALLATION OF ADDITIONAL SMOKE DETECTORS. A100 FLOOR PLANS GLOM GLUE-AMIMATED SUSP SUSPENDED co ca THE GR GRATE SYM SYMMETRICAL FOR A200 ELEVATIONS G.W.B. HOSE WALLBOARD MASONRY UN NOTE: A SEPARATE PERMIT IS REQTIHEDELECTR CAL A300 SECTIONS W H GYPSUMT TREAD CONCRETE ® CEDAR SHINGLES H.B. MOSS BIB T.B. TELEPHONE A400 INT.ELEVATIONS&DETAILS W O M.C. HOLLOWCORE T.C. TOPOFCURB INSTALLATION OF SMOKE DETECTORS- Z H.D.O. MIGHDENSIrvOVERLgY TEL TELEPHONE E1OO ELECTRICAL PLANS&NOTES = HDR HEADER TER TERRAZZO CONCRETE BRICK VENEER PERMIT DOES NOT SATISFY THIS REQUIREMEN 1 J HD HARDWOOD TILG TONGUE AND GROOVE HDWE HARDWARE T.O. TEMPERED GLASS -�-•-- HEM HEMLOCK TMK THICK cr H.M. HOLLOW METAL T.O. TOP OF . STEEL STRUCTURAL DRAWINGS: W W MORZ No T.O.S. TOP OF SLAB/TOP OF STEEL ®T.O.W. OP OF WALL S100 STRUCTURAL NOTES > N.P. HIGH POINT .W. O Lij T.P.N. TOILET PAPER HOLDER MR HOUR TYP TYPICAL 00 FOUNDATION PLAN U HT HEIGHT ALUMINUM S201 1ST FLOOR FRAMING PLAN NVAC. HEATIN,AIRCO/ ENNGVENTILATING U.N.O. UNLESS OTHERWISE NOTED S202 ROOF FRAMING PLAN /aT CONDITIONING _ r+ARgON MONOXIDE S300 SECTIONS&DETAILS M.W. HOT WATER VCT. VINYL COMPOSITION TILE ' ERT I.D. INSIDE DIAMETER VEN VENEER A T p T �1�p IING N INCH EST VESTIBULE (CONTINUOUS) 1✓IISI DE"NS,I, ��Ilp'YIS INSUL INSULATION �V�ED PEn INT INTERWAR MASSACHUSETTSBUILDIN /1 McGRAW RESIDENCE J.B. JUNCTION BOX FIREBRICK G CDD J.F. JOINT FILLER MOOO Ji JOINT A CONSTRUCTION SET 04.01 .15 ' • ., DEMOLITION LEGEND GENERAL DEMOLITION NOTES Df REMOVE EXISTING DOOR,FRAME CASING HARDWARE ND A ANY RELATED ITEMS COMPLETELr.TEMPORARILY 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO SUBMITTING HISMER PROPOSAL TO BECOME FAMILIAR SUPPORT STRUCTURE AS REQUIRED. V"TH ALL EXISTING FIELD CONDITIONS.AND REPORT ANY DISCREPANCIES TO THE ARCHITECT.COORDINATE ARCHITECTURAL DEMOLITION WORK D2 REMOVE PORTION OF STUD WALL AS REQUIRED FOR WITH THAT OF THE MECKARICAL,PLUMSING,L ELECTRICAL TRADES AND DRAWINGS. RENOVATION WORK 6 TEMP.SUPPORT STRUCTURE ABOVE_ 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES. O3 REMOVE WCHEN TILE FLOOR.REMOVE IL REPLACE O SUBFLOOR AS NEEDED. 3.COORDINATE WITH OWNER REGARDING ANY ITEMS TO BE SALVAGED. REMOVE POSTING WINDOWS.FRAME,CASOKI• O HARDWARE AND ANY RELATED PLEAS COMPLETELY. o <,REMOVE AND DISCARD ALL UNUSED ELECTRICAL WIRING,CONDUITS,WATER PIPING.VENTS.ETC. ,�11 REMOVE EXIST CITE PATIO AND ANY RELATED ATED 5.IT IS THE INTENT THAT ALL EXISTING WORK INTERFERING WITH THE INSTALLATION OF NEW WORK BE REMOVED AS REQUIRED.COORDINATE& ODS EXISTING ITEMS COMPLETELY. CONFIRM WITH ARCHITECTIOVMER PRIOR TO REMOVAL REIAME EXISTING EXIFAIOR SIDING AT AREA OF W(m ACTIVITIES.B.CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION MEASURES TO SAFEGUARD THE PUBLIC(OWNER)DURING DEMOLITION ACTIVITIES. O BELOW SECOND FIR WINDOW SILL 7.CONTRACTOR SHALL NOT USE ANY METHODS THAT WILL CAUSE DAMAGE TO WORK TO BE LEFT IN PLACE. O REMOVE EXISTING EXTERIOR SDNNG AT AREA OF WORK _ S.SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS TO THE EXTENT OF DEMOLITION WORK TO BE PERFORMED. O REMOVE EXISTING BULT4N OM CALL OTHER W 4EN CABINETRY TO REMAIN IN PLACE O ULomUGmED) S.WHILE EVERY ATTEMPT HAS BEEN MADE TO SHOW ALL ITEMS TO BE REMOVED.IT IS THE RESPONSIBILITY OF THE VARIOUS CONTRACTORS TO CONDUCT ON-SITE EXAMINATIONS AND FAMILIARIZE THEMSELVES WITH ACTUAL SITE CONDITIONS;ADDITIONAL ITEMS,NOT SHOWN TO BE REMOVED. O SAW CUT EXIST•END.WALLAS REQUIRED BY INTERFERING MATH NEW CONSTRUCTION WORK SHALL BE REMOVED WATHOUT ADDITIONAL COST TO THE OWNER. PROPOSED WOE• 10.CARE SHALL BE EXERCISED IN THE REMOVAL OF WORKTO PREVENT THE RELEASE OF TOXIC SUBSTANCES.SHOULD TOXIC SUBSTANCES.SUCH AS ASBESTOS BE ENCOUNTERED.THE OWNER SHALL BE NOTIFIED.THE DISPOSAL OF SAME SHALL CONFORM TO ALL GOVERNING CODES AND WALLS TO BE REGULATIONS.DISPOSAL SHALL BE DONE ONLY BY CONTRACTORS UCENSED FOR THIS WORK - -----•---- DEMOLISHED 11.IF ANY EXISTING CONSTRUCTION TO BE LEFT IN PLACE OR NOT SPECIFICALLY NOTED FOR REMOVAL IS DAMAGED DURING DEMOLITION OR NEW DMI NG WALLS ^� CONSTRUCTION WORK IT SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. 12 SAW CUT CONCRETE(FOUNDATION WALL&SLAB)FOR NEW WORK AS REQUIRED FOR DEMOLITION(HOLDING CUTTING TO A MINIMUM.) � a o - - 11 E e 1 , 0 , LLI EX ENT OF NEW FTSIDATON EXTENT OF NEW All Rl I U I w F N o og my, rr I I I I I os O7 m I N.PI O 1 I r U ------------------ NOTE / ALL STRFNff EroeOWAI1:D PRiORro I DEMO ELF ANY FJISTIO WALLS ♦ I I rri rt� �h..• I I I � i�� in IN lo ♦ 1 I '!.tea ."�" ,}TIZ 1 I I I m ii+ m Dt ii Nor. ' G G• v\\ll I ♦ N — ♦ Ds Z rl ♦ c---ji� -=---=- ----------- Z ♦♦ ♦�♦ W O BASEMENT DEMO PLAN- FIRST FLOOR DEMO PLAN D OO t' 1 SCAte vim.v 2 scALe:vim.ra CONSTRUCTION SET 8 a R a B @ a 0 y _3 Ki00 / if-03' / 14•ill�' / 1B•10� / Em / / EQ / Ea /18/ B 11• _I 4-iP /1•I/ r.�ol' -� _ er 4 _ t O.C.TO OONFUIM LOCATION of NEwwALL w FtaA Pawlowo I"`—��_.I I I ��i,e�� I I I L�WI lE La1B8UlgN wALL IiEFFAro LLA�DEMLATE SPACE AROUND MECH. , to•- _ _ - •I..I l _'II'If OF9 11 w a s.100(-0R ADDITIONAL NOTES AND DIMENSIONS. m - —- ----- T -: t 0_ �0 �..� Q_ 001 - '-I (4f) O� > aNEW SUB LI NEW SLAB DaMm SLAB K _t — _ _ Qrn W r� F =.' 10a . 04 P OitFA itMT- OOOLi�'— O O I. ! ..or Z. ..._ .. _ NEW FINISHES TO HATCH Da XIM BASEMENT FcasL® ACES. I \—�i; _ •„ •'m� \ PALiouc uAs ------ — -- L � FL TI ALIGNMENT I 2 \ txWtroav<TBooB : g300 1as- _ TOMATpIEla A N "I � ARCt�D oPEKHOl1T � IIIaN EHiN1'1ULL 4Z J a O _ u o O O 0 0 1� BASEMENT PARTIAL PLAN t FIRST FLOOR PARTIAL PLAN Al 0 0 acne v�•ra < ,. seas:vs-ra DOOR SCHEDULE MT LOfJ1TION MANUPACTXMR MODEL TIPS S='11 MO. LIPRS OM.FOL NROWRM REMRRXS Wt BSIRITA m DSLSWNG 51"6 S-21Q i-f0i' PAINMO T.B.D. O.C.NCONFSM EDSTNOIM.OpOR M.T0IMTCN IBl &WAKFAST ANDERSEN FWOISO MSWND J-0)1T-If' J•11B-0J' PAW1E0 T.B.D. O.C.TOCO1611016ER@SNOEJISTINO�A R3 102 S(EWMIT ANDERSEN QNITQA 3PANELSIIOER PAWMD T.B.O. G.C.TO CdBDW SERMBVB EX19TN0 VY✓OWVLDOOR9 W IID SITTNG ANDERMI FR 1 APANELSUDER ISBN-11 1T-mJ-0)' PAWTED TAD. aC.T000WIRMSERIE9V6EXISTNO VRDOYVSIDOOR9 101 S.I.P. NSTOM mm SEE PLANS IDS ENTMNALL POCKET 7B— 9.21TB-0r PLANTED TAD. D:CTO D/ �R:O:FDR'POOMTOOM:LWIW1'NT'� WINDOW SCHEDULE LOU 1 TMN MANwACTAMR MODEL TTPe 6ae R.a LANT! W.FBL NRDWROET REMARKS r 101 CUPOIA I ANDERSE. AN]Sf FIXED J I' J 1.1'B 3 PAOTIFD T.B.D. G.C.T000F3TIWSER,E MEXISTNOWNDOPSMD S 102 cuA A sEN 3 PADDED TAD. D.C.TOW6DOASERM MMSTWO�N2A0M/SI000RS I% CUPOIA ANDERSEN AN311 FUtED J�i'I' J 1t'B 3 PA➢RE0 T.B.D. O.C.TO CdBTiY SERIES M EXISTNO VANO &DOORS IM CIRGIA ANDERSEN InxED I J I I' —A- ) PNNR?D T.B.D. O.C.TO WIBWM SERES M EASTNO NINOQNSIDOORS p ALL IMNDOW9TOME RATED A M 3 MANWACTLRMR TO SIMIIT SNOP DRAWNGSS TAB TIMI TO ARCHTECTS CONRGCTCR FOR APPROVAL YI ALL IRSTS TONAW PRDMD D3IERIOR.W¢IM NOTEDA9 PAINED. ALL VANDO✓Y9 SMALL MkSI—ATED 011ADED UONTS TO MATCH EXMTIMO WNDOWS.O.C.TO C@ -. ALL FVIIOOW LR3T9 SWRL RJCIIDE WSECT SCREENS. ALLEXTERIOR OOORSNOWNDOW9'WULL NAVEORDAN OPQSNa4PRO1e= PRgAWNOBOfB80EBM.TAACTOMLNO)IN ACCORDIWCEWTNT¢STiEPTQ10FYA95AOWSETT93TATE BURDDq CODE 160OAR. ei wroays aNALI IMve TommEo aLA2nro w ACCDRdWCE wTH TIM Sllf EOTON aP T1M MAS3110NSETTS BrATe BImDINO CmE le0 CMR 8 B 8 @ R E iI r•� Q 6- y r - � •'Bs .c U.I U Z UJ ro 0 aS a W IX F j 7QQ W, lei C9 U MATERIAL NOTES 1 CUSTOM CUPOLA W STANDING SEAM COPPER ROOF. 7 FLAT SEAM COPPER ROOF. 3 STANDING SEAM COPPER ROOF 17 O.C. ® - _ ®nl D. S :AVE 8 FASCIA TRIM TO MATCH EXISTING. SILL 1X W.R.C.CASINGNMNDOW 7 DOOR.TRIM W 7 SILL®W NDOW S DOOR,PTO. 1 8 1.FRIEZE TRIM TO MATCH EXISTING 107SCREEN PANELS S NDOWS 8 DOORS(SEE SCHEDULE) 8 CEDAR WRAPPED POST.PTO. iC,PLATE ELEN.WTCH EXISTBIO B Z 0 Q q¢ ` rtti g 103 102 _ TLw, � �. - UU $ ,r I T T � w 4t T.O.FIRST EXISTING SUSFLOOR __ - _ - -�- B .r r ELEVO. 8 PARTIALELEVATION A'200 ^• 1 aT•,F,u�-r8 ELEVATION AT SCREEN PORCH CONSTRUCTION SET J�vmn,.v vN,w.vnPcere.vn..n..rmun..nlmrsn.W oo euvAroa m.v.snam..ns.ay nva va ASSEMBLY NOTES-ROOF 1A RDOFASSEMBLY-METAL r COPPER STAMM SEAM 1ETN ROOFBXI,SEAMS a Ir SPACING,TO MATCH E208fN0 YETAL ROOFS •300 ASPHALT IMPREGNATED BUILDING FELT -ICE A WATER SHIED Y FROM EDGE OF SAVE AND ALL VALLE" IV Cox PLYWOOD SHEATHING AFTER FROMM(SEE SI W JCTum owDs) •MEDIUM!DENSITY SPRAY MAN NSIAALTION to IA �10 ROOF ASSE!®LY•FUT ROOF CdPPEA fUTSFAII METAL ROOFIML SFAT601C SPACDKL ro TERSHIELD 0 METAL ROOFS ^ .ICE AND WATFA SHIELD _ •TAPERED RXDD INSULATION;PITCHED TO DRAIN(SEE _ — ROWDFWMIFACRDIERSREMRE16M) _ — F 1B - Cm(PLYVA=SHEATHING ® ® -_ ® _ Fll— RAFTER - MNOBSTRUCTURAL0WMEDM BERM SPRAY FOAM INSLTION ❑ ❑ ❑: ASSEMBLY NOTES•WALL to to �ZA WALL ASSEMBLY"T�• l TOP OF RATE T0IMTCH EMST.RATE M. - '• I I i TOP OF PLATE TO MATCH EMST.PLATE M. 6NING•SEE WTFAUI NOTES AND TAG$ ON EXIERgR ELEVATORS - - BOTTOM OF DOOR HEADER BOTTOM OF DOOR HEADER •lWASPKNT OPREGNA7ED BUILDING FELT Eum 10Ra •W PLYWOOD SHEATHING(SEE STRUCTURAL DWGS) I I I •2X8 WALL FRAMING •MEDIUM DENSITY SPRAY FONT INSULATION •NTERIOR WALL FNISK SEE SCHEDULES SRT1N0 RM BREAKFAST RM SCREENED PORCH I I MOD MOD LF] WOOD a ASSEMBLY NOTES-FLOOR 38 ZA 3B t �/Jn��rL_OOR Assemlr•awsomrr I I "!•POI/R®COHCRElE$TAB•6EE$fR11CRSNL pNC'S I TIO.FNST FLOOR SUBFLOOR TO MATCH EXIST. I T.O.FIRST FLOOR WMOOR TO WTCM F.%IST. -r RKM INSULATION CONTINUOUS BELOW SLAB(R-10) _ _ - -S ML POLY VAPOR BAWDER ELEV.tasa -GRAVEL BED.SEE STRUCTURAL DINGS gp�OORSELECTION AssEeRLr-nE - A1W - e y - r• S R a Ll•RI891 FlL)OWN(L WOOD FLOOR PER CIIDIT :r 4j�; i j' .. - _ - _ •SWADVANTECHSUBFLOOR 4f I1 ,. FlN.BASEMENT •FLOOR FRAMING.SEE STRUCTLRAL DARi,4 } .# � �t�. H •.A3' I ODI "`t5 . MfDIAI DENSITYSPRAY FOAM INSULATION(o 1 Z} .'+ [" CONC. UNCONDITIONED SPACE-&LD.) t Ta.-•. r<.I.,..t L •FINISH CEILING.SEE SOBAUES rrW. I�IIII IIIIII ( i•iS S 'e1' 7CE iR Ly�'+ � iy O.:#4 i n ._- v 11 CB ARD CEIUNO,PTO. r t , +r •/ Ty ..... - ,e - BUILDING SECTION (��BUILDING SECTION SCALE 4 I it` T scALE:vim.ra {{`r11 r11 RIZONTAL SIDING,PTO. Uj 0 SOFFIT S FASCIA DETAILS w _'�•_. TO MATCH EXISTING.PM 0 os FRIEZE TRIM TO MATCH () EXISTING.PTO. )JJ ¢� 1 X WOOD TRIM.PTO. ,J a> 1 X WOOD SCREEN STOP to UT 0 FRAMING. 1 X 2 WOOD FRAME W TOP OF PUTS TO MATCHEMST PUTS M SEE STRUCTURAL REMOVABLE SCREEN PANEL SCREEN BOTTOM OF DOOR HEADER ELLY.tOSO I I I I CUSTOM WOOD SCREENS —� 9CREENF�D PORCH I I aaN MAHOGANY DECKING SCREEN T MAHOOAM V X 2-WOOD FRAME V! I I REMOVABLE SCREEN PANEL I I 7 x REMOVABLE WOOD S70P W � I -—FlFRSITYML81fER'd'FCATAEAD SCREW _ FIRST BOOR SUBROOR TO WTCN EMIT. 2.0 VYOOD MID-RAIL PTO. ELEV:tODo I 1 I 2 WOOD SILL M. } ,. S _f ',[P``r _e I 1 v APRON PAINED � fi AXIP f � SCREEN MAHOGANY DECKING •> - i Z 0 •!••�;, �, I�. — RAMING.SEE STRUCTURAL f- 2 X 3 WOOD FRAME W REMOVABLE SCREEN PANEL _ _ 1. 1-'_ _ + LU 1 X REMOVABLE WOOD STOP WP ��. I r•L l r� PATIO(BYOTHERS) (n GINISH WASHER A FLAT HEAD SCREW •�- z ,A I - - - - 1%WOOD SCREEN STOP 11 q %X 8 WOOD SILL.PROVIDE WEEP i >y - 7'C 1•�;"I-f'T "';'i'7•""+•- _ MOLES FOR DRAINAGE c DECK FRAMING,SEE STRUCTURAL 7 u ,v + i _:._ RDINATE T.O.SONOTUBE A WITH ROUGH GRADING a PATI Y o ELEVATION. WALL ASSEMBLY-TYP.EXTERIOR r '.i _ WOOD APRON BOARD A300� _. 3 SCREEN DETAIL 1 SCREEN PORCH DETAIL _ BUILDING SECTION DETAIL S.I.P. scALE::-ro• 4 SCALE>•-ra 5 acNE:vP.ra 6 auLEr-Ya WALL ASSEMBLY-TYP.EXTERIOR CONSTRUCTION SET - - - mvm�e+.++w,weim,sra.eo..a...ow».•*amvuwmeve+wro aa....m.--I..S•oeo.on s ii 1 I _ CROWM MOULDING TO MATCH EXISTING CROWN.PTD.(G.C.TO CONFIRM SIZE 5 PROFILE) PERIMETER BEAM TRIM,PTO. 11 STRUCTURALBEAM.SEE STRUCTURAL DWGS WOOD BEAM W LOCK MITRED CORNERS CROWN MOULDING TO MATCH EXISTING SIZE AN PTD.FILE.TO SIZE � CONFIRM AND PROFLE) t� BEAM DETAIL 3 SCALE�-,•P � b JJL —ILIL —IDL —1LJL —ILIL —11JL �LJL r I —DOOR CASINO TO i FT71 MATCH EXISTING CASING.PTD. 7 BEYCfD Q e_ a 3 "Ee i �41 SITTING ROOM INTERIOR ELEVATION SITTING ROOM INTERIOR ELEVATION 2 SCALE:,rr-nv W U Z LU o gs BLOCKING AS NEEDED wF L � IL 0 ° BEISTING DIN MATCH U I I 'dll EXISTING WAINSCOTING CC BEADBOARD PROFILE,PTD. G ' I LED UGHTRAIL .. ` CROVM MOULDING TO MATCH I EXISTING CROWN.PTD.(O.C.TO CONFIRM SIZE 5 PROFILE) e e 1[SUILT-UP BEAM WTH — LOCK MITRE JOINT.PTD. I I CROW)MOULDINI TO MATCH c —EXISTING CROWN.PTO.(G.C.TOCONFIRM SIZE AND PROFILE) _ _ _ _ _ __ _ _ _ 6 CROWN MOULDING DETAIL sCALE:T-ra waH sorrow aF wez3.Doan atom - -6aFHTW'BOTTGI II- aF KRa1Q/6aFFIT z L I I ' J I I DOOR CASINO TO MATCH J O EXISTING CASING,PTD. 5S T.V. I BEADBOARD TO MATCH - Q I EXISTING WAINSCOTTING 1 1 BEADBOARD PROFILE,PTO. PLASTER SOFFIT,PTD. J ' w000 MANTEL PTD. PLABTERwAIle GREATROW W BEYOND -4 1 WOOD COUNTERTOP.NAT. O waH 60fTOI av -r'�-- I saFarw'BonW- - `+•. CUSTOM ENTERTAINMENT CENTER II __ f" aP KITCHEN BORiT CROWM MOULDING TO MATCH W BUILTaN,TO MATCH STYLE OF KITCHEN y/- CROWN,PTD.(O.C.TO CONFIRM Z I CABINETRY PTD EXISTING KITCHEN CABINETRY Je- SIZE 8 PROFILE) T i GAS FIREPLACE SURROUND. W FIELD STONE I FIREPLACE SURROUND. CABINETRY FACE FRAME,PTD. BEVERAGE CENTER DRAWERS -' WTH ICE MAKER. 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OENTERUNE WLON udrt Fl%nme orerareLmdl � eWm®amET Iz�rWTNaawrecrlF wn a%nra;Wcoe¢anwsesLeole To I3.FIECTRIMN aNM-TMLGROGERRECEaWD I FRMe:INIRTS LODeq ETrtTd14vr3MDOdrtIA RELS1gDOU11Er GOR wSWTEDMONduNSLUTED NiEaB MlOINlTNS PROGEft Q FRNIe dT8 FOII UMGWO AT FAd Fl%iIAE It.CONTTUCTOR TOINaiML aMOIO;MFAT,MOGI✓BW MONOIeDE 1Mf8M01YSMd1 Q FlOOIONIlT OETECT0119ae REWRED ar CODE VERIFr LOGnONKCEIECfoR91N FIELDwMMCN1ECr. 13.CONTMCfOn iOwaFr LOGnoN90FML DEOOMTNE WML uo FRI1L1eLYaYllidl Q tea® arLET KFOMINW 9wM0.1EM NOMWtECTw FlELD FayFyq . �� ® �MBDDO<i OiBfA "PIeONO NOIE Fl%TMFB NOT IABELEDFOECE85Eq ME6LwFaW F YOLNTEDLECOUI1VE FdrWEa.••• � t FFFF lIF@rlArOGiHi Milo) ® MD�falrT @ TOArFAr6MIDOLDa16LMTo1 D TesoerpL !85 UIBMIioI ry) REo37WQIB®afFAl®L LOTOIMrIoI O eacl¢LonT®mema�vw®L 6 � a ® elesD.aaeadnR4 �~ Etz - JI M 7 i .:_ M W®SC�PE UCIITBKi r L w Z n w 0 as w _ TeaxemFo�� it tl' `II I � �w it IF y I _ I u tl i o, Q E ee.aReR J W �.=o=--=.--=----=- �- a w w suLE:u� r BASEMENT ELCTRICAL PLAN a 2 ST FIR FLOOR ELCTRICAL PLAN E 1 0 0 � . suLeu�.ra a CONSTRUCTION SET GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES z 3 A o e 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING 1.CONCRETE MIXTURE,FORM-WORK DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", ti O E FOLLOWING " z SPECIFICATIONS,INCLUDING THE LOWING GOVERNING STANDARDS: (LATEST EDITION),UNLESS OTHERWISE NOTED. - AND SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION-, EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19%. � F w A.THE MASSACHUSETTS STATE BUILDING CODE,8TH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER 2,CONCRETE MATERIALS SHALL BE:TYPE 1 OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE V y AGENCIES HAVING JURISDICTION. SHALL BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TREATED WITH ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. Z p O TESTED IN ACCORDANCE WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. O F- F m B.AISC"SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST - 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE TREATED WITH Fa H j z EDITION. 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM ACQ PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. R• CONCRETE SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND O WW ¢3Q C.ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-LATEST EDITION) INTERIOR DECK SLABS,ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(*/•1%). DIPPED GALVANIZED OR STAINLESS STEEL. p s 4.ALL CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT w w O O O I D.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY(AWS Dl.l) !9e p a 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE o o w 0 RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. z - E.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS),LATEST EDITION. STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE KILN DRY. S.NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE TO GROUNDWATER OR ALL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2x6 SPF112 OR VERSA-STUD 1.7 26SO,VERSA-LAM COLUMNS "a ll h a �• 2.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ROOFS,WALLS AND FLOODING. SHALL BE GRADE 1.8(2,750)AS MANUFACTURED BY BOISE CASCADE.VERSA STUDS AND COLUMNS SHALL HAVE A MINIMUM ALLOWABLE FIBER G o o O a ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. BENDING STRESS Fb=2,650 PSI(Fb=2,750 PSI COLUMNS),AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fr-3,000 PSI;AND MINIMUM MODULUS 6.ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF S,000 PSI. OF ELASTICITY(E)=1,700,000 PSI.SIZE OF STUDS PER PLAN SPECIFICATIONS. 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND THE MAXIMUM APPLICATION THICKNESS OF GROUT UNDER COLUMN BASES SHALL BE 1SS'. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS IN HANDLING AND CONSTRUCTION. DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THATTHE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. 7.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT WHERE 6.LUMBER WHICH IS SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED NOTED.ALL REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL FOR USE,UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. • 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR BE IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. g MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING 7.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE S CODE. 8.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY: 5,THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY 31S AND CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS. DIMENSIONAL LUMBER(FOR NON-EXPOSED MEMBERS): inghOUSe.x DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE -FLOOR JOISTS&BEAMS:k2 SPRUCE PINE FIR:FS=875 PSI,E=1.4E6 PSI PA Bm Im THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. FOLLOWING MINIMUM CONCRETE COVER: -STUDS:02 SPRUCE PINE FIR:FC=1150 PSI,E=1AE6 PSI BOTTOM OF FOOTINGS 3" -TIMBERS AND POSTS:02 SPRUCE PINE FIR(SX5&LARGER): FC=500 PSI,E=1.OE6 PSI P. 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL FORMED SIDES OF FOOTINGS 2" CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE FOUNDATION WALLS 1%. 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED. ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL SLAB ON GRADE 2"BELOW TOP SURFACE VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM ALLOWABLE SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. 10.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN. COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE - - - ---- 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: 1,900,000 PSI.INSTALL LVUS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE WHERE LVL IS SPECIFIED W/"(2AE)"ON PLAN,THE FOLLOWING MATERIAL STRENGTH IS REQUIRED FOR THE LVL MEMBER:MINIMUM A.GRAVITY LOADS: PROTECTION OR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL ALLOWABLE BENDING STRESS(FB)OF 3,100 P51.THE MINIMUM ALLOWABLE COMPRESSION STRESS(FC)PERPENDICULAR TO THE GRAIN SHALL BE -GROUND SNOW:30 PSF,DESIGN SNOW:25 PSF;DRIFT SNOW SURCHARGE AT LOW ROOF:35 PSF CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES. 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 2,000,000 PSI. V -BEDROOM LIVE LOAD=30 PSF -OTHER ROOMS=40 PSF "- 12.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE Aq. 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALL CONFORM TO THE LATEST EDITION OF THE -PORCH DECK LIVE LOAD=40 PSF UNDER NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS. NATIONAL DESIGN SPECIFICATION(AFPA),THE TIMBER CONSTRUCTION MANUAL(AITC). y E B.WIND LOAD[=CONTROLLING LATERAL FORCE)(PER MASS.BUILDING CODE AND ASCE7-05): �. - -WIND SPEED=110 MPH; 13.ADDITION OF WATER TO CONCRETE MIXES AT THE SITE IS NOTALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES, 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC CORPORATION -EXPOSURE"B" AND ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. OR APPROVED EQUAL. -BUILDING CATEGORY II=>IMPORTANCE FACTOR=1.0 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE 14.ALL CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116.SITE MIXING IS 12.WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS 1/4"CLEAR NOT ALLOWED.STRUCTURAL DESIGN. BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. 9.THE FOUNDATION HAS NOT BEEN DESIGNED FOR A FLOOD HAZARD ZONE,HYDROSTATIC OR BUOYANCY PRESSURES. ss•CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL ISTO BE PROVIDED.REINFORCING 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALLATION,AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS. SUPPORTS SHALL BE OF PROPER HEIGHT,LENGTH,SPACING,SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK, PENETRATIONS THROUGH ENGINEERED LUMBER PRODUCTS IS EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE WOOD,OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. ENGINEER. FOUNDATION NOTES 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 1.ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE PROOF ROLLED SOILS OR COMPACTED STRUCTURAL FILL,HAVING A 15.LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. MINIMUM ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT. STRUCTURAL STEEL NOTES 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL.ALL SILT,FILL, TOPSOIL,AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL 1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS: 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS AS FOLLOWS: u FOUNDATION AND SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT THESE INTERIOR WALLS-(2)2X10 EXTERIOR WALLS-(3)2X10 w G. LOCATIONS,IF NEEDED. ASTM A36 ALL ANGLES,CHANNELS,PLATES AND MISC.FRAMING MEMBERS, V p o UNLESS OTHERWISE NOTED,(MINIMUM YIELD STRENGTH FY=36,000 PSI). R 18.UNLESS OTHERWISE NOTED,ATTHE ENDS OF ALL BEAMS,HEADERS,AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"AT THE INTERIOR WALLS AND 6"AT THE EXTERIOR Q Z 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH ASTM A307 GR°A" ALL ANCHOR BOLTS,LAG SCREWS UNLESS NOTED OTHERWISE. WALLS. W F SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. QaQ ASTM A325 ALL BOLTS CONNECTING STRUCTURAL STEEL MEMBERS. 19.USE W THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD FLOOR SHEATHING,%"THICK"EXTERIOR GRADE"PLYWOOD ROOF 4.DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING&FLOOR SHEATHING.FDN WALLS DO SHEATHING,AND%-"EXTERIOR GRADE"PLYWOOD ATALL WALLS,UNLESS OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE BLOCKED WITH CC Lij y U) NOT WITHSTAND EXISTING LATERAL SOIL PRESSURES UNTILTHE NEW FLOORS ARE IN PLACE AND COMPLETELY CONNECTED. ASTM A500 GR."B" ALL HSS TUBE STEEL COLUMNS(MINIMUM YIELD STRENGTH FY=46,000 PSI). LUMBER OR OTHER APPROVED SUPPORTS.ALL PLYWOOD SHALL BE APA RATED AND CLEARLY STAMPED. G O S.ALL FOOTINGS SHALL BE PLACED ON PROOF-ROLLED ACCEPTABLE SOILS OR COMPACTED STRUCTURAL FILL COMPACTED ASTM A572 OR A992 ALL W-SHAPE BEAMS(MINIMUM YIELD STRENGTH FY=50,000 PSI). 20.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH END OF EACH JOIST SHALL BE TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY PORTION OF THE FULL DEPTH BLOCKED AT THE SUPPORT LOCATION.PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS SHOWN ON DRAWINGS. BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY. ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED BRIDGING PLACEMENT SHALL NOT EXCEED 8 FT.O.C.SPACING. OR STAINLESS STEEL. 6.THE STRUCTURAL ENGINEER OF RECORD(E.O.R.)ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE 21.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER CONDITIONS.CONTACT THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE 2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM JOISTS OR BEAMS.PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. SOIL CONDITIONS,OR ENGAGE A LICENSED GEO-TECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS.UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM CONDITIONS. APPLICATION THICKNESS OF THE GROUT SHALL BE 1441NCHES. i�asixwr 22.ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD 7.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS PLACED 3.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC ASSOCIATION(A.P.A.)GLUED FLOOR SYSTEM.WOOD GLUE TO BE CONTECH,INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED B N.s IN SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST TO SPECIFICATIONS FOR DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. EQUAL. THE OWNER,OR CONTRACTTIME EXTENSION. 23.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH 4.ALL WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY(A.W.S.).ALL END AND/OR TO THE EXTERIOR WALLS. 035DIMS S.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BE AN ISSUE,THE CONTRACTOR SHOP AND FIELD WELDS MUST BE MADE BY APPROVED CERTIFIED WELDERS. SHALL PROVIDE ALL SUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONS AND SLABS ARE 24.ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED.SILLS AGAINST CONCRETE SHALL BE PLACED AS SPECIFIED. S.ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS 70).ALL WELDS NOT J PRESSURE-TREATED. SHOWN SHALL BE AWS MINIMUM.ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR HYDROSTATIC PRESSURES,BUOYANCY UPLIFT OR FLOOD LOADING WELDED. 25.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d CONDITIONS. ANNULAR RING NAILS AND LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O.C.,OR AS OTHERWISE NOTED ON THE U) 10.STRUCTURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN,OR OTHER DELETERIOUS MATERIAL 6.SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED. DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER.NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. w 77 AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE 7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILTY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY, 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS G U Q LIFTS NOT EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR VIBRATORY PLATE TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF WHICH ARE USED WITH PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL. O D Z - COMPACTORS.STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING(1HAV)ZONE AND BELOW ALL SLABS. CONNECTIONS,STEEL FRAMES,SHEAR WALLS AND FLOORS. SIEVE SIZE STRUCTURAL FILL*(PERCENT PASSING BY WEIGHT) S.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE 27•ALL ROOF RAFTERS SHALL BE ATTACHED TO TOP WALL PLATES WITH SIMPSON H-1,H-10,(OR DRAWING DESIGNATED)TIES,FULLY FASTENED S. 100 LATERAL LOAD RESISTING ELEMENTS IN THE BUILDING.THE STABILITY OF THE FRAME DURING ERECTION IS THE WITH MANUFACTURER'S NAILS. (n 3" 70-100 CONTRACTOR'S RESPONSIBILITY. PC 3/4" 45-95 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER.MIN.FASTENERS SHALL BE 8d PC NO.4 30-90 9.ALL STEEL SHALL RECEIVE TWO COATINGS OF SHOP APPLIED PRIMER PAINT.TOUCH UP ALL WELDS,SCRATCHES OR COMMON SIZE,ANNULAR RING NAILS WITH A MINIMUM 13L'PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.). NO.10 25-80 SCRAPES IN PAINTAFTER ERECTION.GENERAL CONTRACTOR SHALL SELECT HOT DIP GALV.OR APPROPRIATE PANEL PERIMETER FASTENING SHALL BE 4"OR 6"ON CENTER STAGGERED(REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NO.40 10.50 CORROSION PROTECTIVE PAINT COATING SYSTEM FOR ALL WEATHER EXPOSED STEEL MEMBERS. NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE 8"OR 12"ON CENTER(OR AS OTHERWISE SHOWN ON DRAWINGS). NO.200 0-12 JOINTS IN ALL SHEATHING SHALL BE STAGGERED,EACH DIRECTION. O *NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. 10.TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED,NO EXCEPTIONS. V 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE O � � O O 11.SUBMIT STEEL SHOP DRAWINGS FOR THE E.O.R.(ENGINEER OF RECORD)FOR REVIEW AND APPROVAL PRIOR TO IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. FABRICATION. a 30.IN NO CASE SHALL JOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ON THE DESIGN DRAWINGS. J 7 0" -L N O u N 0 Z_ W Y H U Z O W fF1 r LL N Z UED Q O U C b b C f W LEA N N z W _ F N M N W'-B7y' 13.41..EXRRIOR MCI 1'O' W.3' � O T.O.CONC SOHONBE MUST BE INSTAW D iIUSH WITH T.O.HNALGRADE IN ORDER TO PREVENT VISIBLE NEW 1O THL CONG FDN WALL __QQ V" CONCRETE SURFACES OF SONOWI ES.ME SECNON SEE SERION FORM.REINFORCING . f t inghouse.PGYs 300MT.0.CON s-300 s' T ES DOWELS.DPoLL 6 EPDXY B ITQG,M.WALL . CONC fWN%' IB'fMBE0.DEM..'d'LAPLLNGF.EIEV.•T.O. F• REF FIEV.•99d55' HORSE.WALL REDIWRCNG M. 0 0_ ____ _ __ ____ __ ______-___ _____- - ----- ------ =--- ---- --------- — I 4. 'NOTE:MATCHNEW I I I FANG TO EXISTING YBEM. FOOTING ELEVATION I `. _3op I I NOTE:MATCH NEW F50M TO EXISTING I FOOTING ELEVATION GL I I M ES DOWELS.DRILL B CPCO'B U O.G.M. •••!!!��'/// T.Q NEW LONG BOOR pEF. u• '= O• ^a W FMBM.DEPTH BI'd'LAPLLNGTH WHN. I fIEVATIOM.tATq EII611NG J- I HEW WOOD NOT LOADAARDIG = HORSE.WALL REINPoRCNG.M. I I l WALL NOT LOAD DEARIHG y = c a "EXISNNG LONG I SEMENT SUR NWM BEAM POCLFT/BLo"ODT IN TO REMAHN NEW FON WALL FOR NEW LABEAKME CTHRCONCiF.TE SITA,EINPoRCE FRMFLOORFMMINGPUNFOR W/66WLLWLI WIR WELDED GI EXISTING R4 TO REMAIN. MEMBERSlit. I FABRIC RACE REIN FOR GAT NOTE:MATCH NEW FOOTING TO EXISTING LAM ABOVESH—(HARAMIN.OF CEMCFp OF.IHKRN SS ATOP FOOTING ELEVATION A'ON P.T.RATE PROVIDE MOISNRE CHAIR BARS.M. BMRRR.EG.ASP,LM.m PARRBTWN I I SAWNT ID NEEDED)BEAM POCKETS FOR NEW lVl AHDCOMKRFTE SURFACES.M. STEEL BEAM.SEE FAST FLOOR FRAMING RAN PROVDE I'd}O'-IO•SS SR BEARING PUTE FORSTLMEMIHR. VI0E0-1O -10 14* ATOP EXISTING[ONCE WALL ANCHOR W/ SEE BEARING RATE W/(iff:'DIM THREADED (<W.'DIM THREADED OR RODS(DRILIAND ANCHORRODS(DRILLANDEPDXn PRORH)W LEGEND, EPDXY).PROVIDER' EMBEDMENT OEM MILEMBFDMENTDEPTH1NTOCONC.MN INTO LONG FISH WALL EDGE DISTA .O' WALL Y EDGE DISTANCE X'SPACING ON SR O Fl(ISTixc EAST-1M4RACE CONCRETE FOUNDATNNI WALLS TO REMAR,ALL EXISTING a 3PAO ON SR PUTS P. RATE M.PROMISE MIN.B'BEARING OF LONG fOT1 WALL ELEMENTS SHALL U SAWM WHERE SECTIONS ME DEMOLISHED. HELD VYFID HISS COL AB VEW/VVRLLETWEID STEEL BEAM ABOVE,FIELD WELD FLANGES W/ _ EXISTING CONCBASEMENTSUB 6' ALLAROUM•M. Y'FILLfTWELDALLAROIIND.M. I O IV TOL REINFORCED CONCRETE TON WALL SEE I/S-300 FOR RETAIN.DETARS • TO REMAIN I "ITTINO GL CONTROL NXM.SEE'TYRUL SLAB ON GMDE OETAIIS'ON SHEET S300 COLUMN - W TO REMAIN ui U REFER TO AST iIWNFRAAING PLAN AND SECTIONS fOR IOGTXNISBDETARSDE �G S1FEL AHGIE SUPPORTWG 1ST FI00R LRABNG <� Z O HO- SIMPSON'STHDFO'STMP.TIE HOLD DOWN(CASF R FOR WALL) IL uJ \ MIHHOID DOWN W/(MB IW SINXERS.M.RR MANUFACTURER'SREMENM f n Q 6 PROVIDE I/1•CIFAN EDGE DISFANCE iROM ALL MNOIEFE FON WALL `J Q s EDGES/CORNERS. W N A — - �_-- NOTE:HOLD DOWN ANCHORAGE SNOT ALL SHOWN ON MIS FOUNDATION PIANR ui I O NT RID O HOLD DOWN ANCIORS HOF EARS ANSEN ' SIRUC((pµ w. Nq 506N . Moms I Z O F- Z FOUNDATION PLAN 0 sf"'F'114--V Z O Za D , U 0 H _ cc Z O O S-200 c Z � O D K Z F y W U h 2 S W U = a 1>_� 3 O K COl O e T C u W FLF22 N N a 7W F N M N O o e o G IN V.V T.q LONG SONOTIBF MUST BE INSTALLED FLUSH LILAR FRAME WITH T.Q FIMLLGRADE IN ORDERTOVREVENTWSIBLE SEGMEXT(ABOVF) CONCRETE WAFACES OF SONOTUBES,SEE Mcno N B 300 W 300 S- ) ]am S-]00 s-B SEGMEN1'T-S(A BW NEW FLOOR—NG NOTES-:AR FR tr9 MRNPaImpNmIG1aq1 P I I L. SFFARCKFal ALL E1FVAl10XREFERENCES inghause.� I I 6 I pa Bm la P.T.2 W..12-WAN{ONT. L NEW FLOOR SHEATHING SHALL BE SS•THIL APA RATED.T&G.RYWOOD SHEATHING.NAIL W/BE Muaoln M04 MAaGM k � _._.. ,.�._.... _.. _.®� __. �... ..�...._� ANNULAR RING NAOS0 V at AT ALL PANEL EMU AND IN FIELD.M..pROVME N ANNULAR PING NAILL®A'aC ALONG FlOalONPHRPLM EDGE,vROADF COIETIUCTION ADHFSWE AT per:5 2212 3 T CM{I}F•�• ALL SHEATHING TOfRAMING CONTAR SURFACES TO MIMMQE SCSIFAQNG �wk �wllglwarn T. OEU I I 16� B I I 3, FLAN WTWFB M MELBFAMW/N KI NThIUMBERONEAOISIDE.R"W/SR B E.yp,,A N• -1IYN 'CAS I FIANCES RCTIPF TO STEEL BEAM VIA SS"aAALETEP ARM A3W.G0.•A•F"L BATS W/ .Xq, `•• I I WALQ0.5 STAGGERED AT Lt INC.TYp. ..a P. S EL TU.EM YWENDBFAPFRDMT THE ITION RECEM W-BEAK LLIKG USNOASTORNER IUD RAFFS,RALYWFIDE0.3"iROM THE ENDOi THEW-BFAM.IYP.IUNLFSSNOTEDOTMFPW6F4 ] F yle� am' S LVIGIRDER BFAMRIES LWLBECONNECFEDVW I2WN"pAMETFP ASTM A30),G0."A MU USECONCEALED ptFR[ NE W/I 'l G E A BOLTSW/WAWfASATl6.0.4 TYP-PIIOVIDE2•MM.EDGE DISTA2KEFLANGE HANGER OR TC CTOI NEEDED 3 1 •1 E N s S RIM T I I F I 1 FOR Ftrc NErnon RE .1 0 01�1 PROWFA"WN.6�ARIRAT B�AM yXET �� I OV I r��s IECE— V 3 - --- f l $ &�T' O®® STl/a BENT-W/ENa woOO COWMNSBFLOW o wALL ULM ` �E' YEu eS _ 2 ❑ LSQ SR/L BU0.TLp/EKG.WOOD MI COILNS ABOVE C__-3 WALLABOVF TI Q M - ____FULLavTKSOUDBLOITATE II'd aCMAR WAGING T. G F 2•bl WALL L. PE. USE P.T.LLW M. RFIMENGINEERED PORCHINCA LNEDUCTI, .LUMBFq, S l ALL qQ ( CC W/ t6' FIFVATpE. V N F E.G TIL LSE.IVL ETC TO BLOCK ENGINEERED LUMBEPIpSi vA000C15,M. - i� x_L@Q7� 4 Q SILt ] FA g yy � PSON'IU52.1/IL88•.NAR CE WTNIMFIOm15 3 GA 1 1 NAND F%OTWG iIOORIp51S W/FACE Fl W f E T Tp4 / .Q NFW SU00.0oR AE. E N M EPS O vAC D ELLVAl1OE>-IDLY OLDC RS'0)ITD� RRIMETP ME TYP. A 2 3O-pS-01i"MGUSSOSOS H•ILAI3,CONNFR FKE VM I21}sD51/<a2Y SOlEWS,MBE vROWDE A • llll MI S N11G M N V R CAv'P TY / 0 I V MYLOFTDpBGARA1rNGNiIpACT'FW/ Alm last YN(1 GR.*A UHRL SCREWS RFINF901 OF lNw/121 ROWS-OH3}YN• lc�LLCTE XS E0. ~- SFLECIFDNA11GiE0. pAEROWS C,Z'FOM ED(BOLRONEACN LOCH SILL HANGER M.EDGE B I I )~ RACERCAVS-A",2'FPDAF EDGd OFI TTOE X OFLVL NMKDW3 .EDGE 06TANCE Fpl UPRP AND LOWER BaT TO EDGE p'lVi MARIR:NED WALKERS CM FAOI END.TYp.(TOTAL OF lu)Bd.i3 REaRPFO AT TK600NNECTgN). ( I V SIMPSON•LlR26Tf"FACE,MOUNTINNGER.NAIL W/(4}10d AT FACE ANT)(3}301 AT 1(RSE T19. T-_._ —- - - __ 4 Fa1NDATMN RAN FON BASF RATE OETARSAND iIEID WEIDCONNECTtON OF .• +�L•' K650DlUMN ABOVE. S N vROMDE I'-S"•O2••y"TR STEFIpUTE W/(Af6•NALI.UCASTFKACE. FD - SHFARSNDS 2•IYP.EDGE DISTANCE STEEL RATE SHALL BE CAR-0N RACE W. WOER BEAM TORE ALLOWpG FOP NFLD WELDING OF HSS[aUMNABOVE VIA Y."TIIET WELD ALL per-- APDIIm. ' F WO/ 6�/BI DUASTM �fi0.O"A BOLUS RTSPOTMST0.,I TMW EOGAE DhOTCE,3� T w m RACING,NEED WELD SIDE RATE V W)W DOUBLE FILLET WILD TO TW FLANGE OF > STEEL BEAM.TYP. > W/P•lo'Nc /^ U 40 TOE MBEM[ w CQC.SAGGERED C N O v F REaIIREATM S(ZTSCONEFOOTOW)ELFME HEIGHT OF BASEMEN �NGON NEW CONC.SLAD dS FOR TV U 1U) EST STpiY SXFM WALL6MCAD DoIvx HORS: w ® DBLLDEDW WALL.TYR"A":SHEATHWALLWITH Ls/32•TN.APARATEO 0 RYWOOD LIFAIMNG Ox Fwa FACEOF WALL,NAR w/BE ANNUTAI COMMoN 0.INGNMSpA•D.EA AIL PANED 5acailF—D� BL A ALL ANEI FOG OP-F XEGHTSNEAINWG PANELS CONNECT BOROM PEAR OF LLFAP WARS VN P.AF.(EG.NOT'X-0S".OR APPROVED EQUAL)AT 6'aC TO TOPOF SR FLANGE ® oBLLDED SIIFM WALL,TYpE"8":SNFAIN WALLRGMENTWIIH IS/32"T)R APA — RARD RYWOOD SIIFATNUIG aFFACH iACE OF WNLLI NAQ W/2 ROWS OF ed rw AMNUTAR COMMON PING NA0.5C3-aC,3FAGGEP ROWSIMP.i FACE OF IVI CQUM162 TO LN LOADER ABOVE ANDS TO OBISRl RATE ONE ROW RR RAR 1W.NAIl6"O.GINRFLD.pRCNME BLOCKING ATMDHORIEWFS,OP USE lAlLS OOFN WLLN L MUNGVANEIS.SRNTS AIQ ONLY ALLOWED HORI20NTALLY. IpICNMI WfaIN MMDIF THIRD Q<WALL HFIGM. W.50614 EST FLOOR FRAMING PLAN CANNER OBI BOTTOM SILL RATE OF SHEAR WALLS VN SINGLE TYPICAL WALL y 1�J1 ANCHOR IRE 6/Y300)AT CENTER OF SEGMENT(USE ANCHOR WIT ONLY AT F SCALE:HL11'-0' IOGATgN WITH NO STEEL NHS COIUMNI� 1.STNDIW MRAP-TR HOLD DOWN(CAST IN FOR WALL) HD- NALHOLD=W1(BM—RNKERS.M.PER MANUFACTURERS REQUIREMENR �/3D/7DI5 RMMOE 1/T AFAR EDGE D6TAXp iROM ALL IXRIpQIE WN WALL MO- SIMRON"KMUII-SI15L5"HgD DOWN Z vPWME 1"DLA.THREADED ANOKa1 ROD(/STM FISSP GR.IQ DRILL R EPORY CONNECTaN TO EX6TNG[ONC WN WALLpROVIDEITMMEMBEDMENTU M OFROOINTOCONGR MINE ROFANCHORSHALLINVE3)1•MIMEOGEOOTANCE O FROM FACE OF CONCRETE WALL,USE SIMPSON•SET.XP•OR MLT NYLs0Aa1ESWE. OR ApvROVED EQUAL O LL J Z O O F— ILL f Z O u- S-201 Z N O u U) C9 2 W Y y w Z O F H � Z rc I IS 0 o ceQ c e e o F W ROOF FRAMING NOTES: MF 2 W F N_ A U)L CORNER ALL FRAMING RAFTER ENDS AT TOP FIATF AND HEADER SUPPORTS W/LMPSON'H2.SA' Q pF W a:HURN[ANE DES.IYP. G O O (L ' i SECURE OVERFRAMED ROOF AREAS W/DMBERLO%SCRIM OR SINE TO MAIN ROOF STRUCNRE AGAINST UPLIFT LQADING. 3. ALL ROOF SHEATHING SNAIL BF)PME"A RATED SHEATHING,NAKED W/U COMMON,ANNUAL WHO NABS@A-QC AT PANEL EMU&'DIAPHRAGM EDGE NAILING-.AND AT 6'O,C IN FIELD. A, ROOF DIANRIAGM EDGE HAILING SNAIL N u COMMON ANNULAR PING NAILS @ T QC,M. O S. PAR OUT MR OF STEEL 13EAM.%'OUHNLLHEIGNE LIUMBERON EACH LDE RUSH WERS STACERE SECURE TOSIFEI BFAIA VMIE•dAMETER ASTM A307,G0.'A'TNRU BOLTS W/WASHERS STAGGERED AT IT O.C.M. FDammIBFN� R 6ymmry 6. REFER TO AMLL FOR ALL EIEVAIgN REFEPENCFS .on. AA�I TARN CONTWUITY LEGEND, inghouse.F OFLVLI3�PLYHEADfPI P.Q Boa 101 B on q SR/2a BUILT�/ENG.WOOD COLUMNSSIUM C==WNLBILOW MnNau MRIa MAd6A8 / L`. 1—AGM 3OB.3T3�A ^al SHEAIIFRAME 1''S ❑n�$',I S1L/2a BUILT•UP fNG.W00D COLUMNS ABOVE SEGMENTRELOW S-]OD SHFAPFRAME SEGMENT BFIOW F%6TING BUILDING TO REMAIN 131-ISS'%IIY.'LVL(LOW),2-SPAA CONT. U3 IY.•K IIY'LA(LOW) FULL DEPTH SdID BLOOIDIG @ Vd QC(MML SPACING) - VSE ENGNFEPED LUMBER EG TI,l5L LVL RG TO BLOCK ENGINEENED LUMBER IOHT PRODIICIS TM. 5 I 1:a11/:LVL SPANCONE. - 1!;'ali.S•LVl 2 SECURE W/12 LMPSON MLLL UROT GG (� \y� SQ030N'FGQZS H•11.--IGH GPACIW HANGT,CONNECTMIUISDSY.a3 CIDSAN mETTgH OF L. B y I I I V XPEWSAT FACE ANDI1213DSYa3AT N)ST.ME WFB OF IRE STEEL BEAM SNAl18F pr PACKEDOUTW/NlUMBE0.FULL MEGXTB RVSN WITH STEELBFAM fNNGFi y e A }±V I Qv I _ I F1RfNDING2FTBRONDTNEWINGERCONNIMM(MDL)TOALLOWMCEMENTM _ 00 SOS SCREWS AT FACE NLOVIDE(2}7;•OM TNRU 801.7111 FROM EAOI SIDE OF TIE • I >>I`1' FAC[MOUMHANGERCENWC MFLA UTOSECUREV/EBBLOCKNGTOMUAM �-� •. SPACE BOLTS V. 5-.T)D I 6 I r I I 3 )7l CONNERLEWERNA WrPTMBERLOKSCREWS@ IV QC INTOCENTFPOF y f%6TNG 2a W4LSND,IYP.Mt DE2)S•EWEMTANCEANDSPACEEOUALLYIN 11 11 I I ` VERIUMROW. ~ _ 1 '%ll 'L LEDGER l 'Rll'l LEDGER y� ' a • � i V 61MPSOX'N5233/11.88'.LIAR FACE WITH IIOfIOifil.S Z• •_ --- 1 �— \ ID 5))'a Sy'VF0.5MAM 19113SOI POST BEIOM rL x g 5 y� V Hu<Na)E STEFLCOLUMN(BFIOW).PROVIDE I('1NE STEEICAP HATES HMTCN . A s P jF s 5_}Ip ' � ARCH. }• �I VADTHa W�BFAM FIANCE.CONKER vu 12}Y'DIA ASTMA3zA TNRU BOIn TO I 61 �_�i f�•1� FILLET WEIOSALLE OF�WW�fI BEAM SR CAP NATFS LULL eE SHOP WELDED W/YX' M P.&TE%T.MET S ORUMLLAR)B•O.C.T STAGGEER TM REDMFACE OF NSS y 5-500 CONNERIFil,TOP IAOIO OlFMTOBOTTOM IVIBFAM VIA 12151MPSON'H2.Sl' HURPKANE DFS MACE ON OPPOSITE FACES Y.1 I I y7 S%NSYVARS ULAII.eI2]SOI POSE BELOW.GINNER WLLMPSON'EKIb'POET CMTOHEADERABOVE. 5 11 I I CUPOLA FRAMING: 1Y.'%Il4'IVL IE ER BALLS(AROUND WINDOWS.SIE ARCH(AND 2iB ROOF 8 SIMPSON'HGlbZ50/Y FAR MWNi HANGER NMIW/136}IOd AT FACE AND MFTRS(HIP PDOF1..EA AT 16'QC I 112}III AT IdST. FRAME CUPOA WAll.S DUERIYABOVE IVL ROOF RAFTERS b SIMPSON-UTA'FACE MOUNT HANGER,RAIL W/(1<}IOF AT FAR ANTI(6)-IO&I.S 2110WH ON TIILS PIN, • CONNECT CORNER LAPSPllCES OF WL TOP RATES VM(4) AT 106T. FENtl XFAOIdI SNREWT(BY FASTfNMASTIO TO CREATE SQUARE W 1 MEElEN'ENa".ONTOPDERTOfX 1(uuowllY.'IVI MAN BEAM ANDI3}2a8 NCO ALL RAFTERS LULL BE CONNECTED VUSAPSON NiSA LOE BEAM ON IFFT,ONTO P.T.fn6 POST IBELWO. � U QO • HURIMANE TIES TO OK TOP NA10. Y SHFATN ROOF&WALLS W/)<'TNK.RYWOOD,LEASHING. it ATA --EDGER MI.TI.8I--(&FAMNMAITER)@LW � '� • HAILAIISHEADHNGVM80ANNUTARRINIS MLS@R'O.CAT O.C.STAGGERED THROUGH W NYWOOD WALL SHEATHING INTO E%ISTING RIM ui PANEL EMESAND 6'O.0 M FIfD. FOIST OP HEADER BEAM LLLL WJ i 3 I FROMOE6a6CClM RPO5M(A)IW. /� Q J • CONNECT EACH CdiNER POST M SIMPSON•H6'UPLIFT TIE TO `y., R„J 11 �AlT INTRIOR FAR OFIM&FLOW IFRLALL HOIfS W/Bd SNAILS,TYP.) 1,12E ATTACNIVIIEOGERWLP IV .0 THROUGROWS H %'K TIMBI ALL SHEAMMIC INTO BY (n CENTERSFASTEN�OfTERFR6TDIGWALLSSTUDSPROVIDE�N MESDRTMaR PAaM _I Ly CC F C BTWN ROWZ 0 'EaO6S= ED MAA1 LET 127S TO HEADER W.ABOVNNERNA LMPSOM 'EIR:HEADER COLUMN CAPTOUOUS ABOVE. MOLE: NOTE:READER MUST RUN CONTINUOUS OVER BOTH POST LJPPORTSI EIOPMEF HME CONDITIONSNOLU AREA APEFSEWREfDATM ME A ENGINEER OFME — (LQR)ED MDR TO AND SUPPORT DEMOLITION MUST R VERRTD BY THE ENOdEER A RECORD (EQ0.) 7101TOFUNDER WALLDEMOLFTION(AFTERFORE NEW CONSTRUCTION WOSNESOF HE IXVEST TELETIOF UNDERLDNGCONDITION54 AND MUM NEWFRMOi HEADER/ SUPPORT ELLMENR FINMSOLUTON AND APPROJN MUST BE OBTAINED FROM EQ0.N WRRING. HOI . AR$R76E NEW LOWER ROOF/2ND FLOOR FRAMING PLAN en - SIAIE:VA'q'C - O)/fD/lOIS og Oa � O Z � Z O w - f- o9 C w �n - O p �S-202 3 Z � AFTERFMCONCNRE.REE VEE-NOTCHW/URETWWESEAIANT PROVIDE VEE-NOTCH ALL LDFS FRLSAME 408ARDMW (IYPKAL) N FOR CONTRRIOMrs fJTTEND IgNL OGNWZWALL gEINF. (nTwul I 1 —� I 44WATEACN51 "OPENING W 2 CONCRETE WALL CONCRFTEWALL TNRUNNSr10MT I I •I CENTERED ON WALL SAW fDLW/FORMED CONTROIIgR. Y FRL W/FIFI(IBIF EPgtY FIIIER(N W NFOfRD) U N SEE Z n < �, A O I • . • I-EI LONG AT FAON SPECIFIED WWF REFER TO RAH fOP Z O }1 + , • CORNER AT MIPDEPTH OEPfH OFWWE O W C) m 6 , • • 0 ' - - 1 ' e•. a s •I I J I OFSNB r_- •AOBARgA r(TYP) + .AX. A a d 9 �•L Z 2.a CDR.iORMED VfRTKAI KEY OWLS TO MATCH +DWIS TO HUTCH 12 MAA. IDIA.MOR F�. •.. E • + `x-'- 1 V -' �•DEEP FORMED VEE-NOTCH•EACH SIDE (TYPKAI) ALL HORQ.REMF. ALL NORD.WAIL MINT. /) !> \'Z�y' ` (A T.. AND TOP OF WALL WAY $ SQUARE .C/�� L�Sl�/1�� iLC\ `GGLIG IL 0 Lu U DIE.OR SQUARE J/ Cd1TR0llaw CONSTWCIION IOVNT 3DBM DM MM. �}. PROVIDE CONTROL JOINTS AT I W W O O� (MAIIMUM SPAci- 40"QC AND HOT S 1P b b C(MA%IMUM SPACING•x0 R O.C) NOTE: WIININIOFTOFANYCORNER) Z'0'.Z'O•CORNER BARS TO MICH A w,,ESSNAEIUPDRMFDOR CORED.IF SPEDFIED SU68NE LOCATIONS AS INDICATED ON PUN W F HORZ WALL pEINi. CORED,ALL CORNERS OF SO11AlR z W OPENINGS LULL BECgiED fIRST BEFORE `� CONTROL JgNT _ TYP. CONCRETE.WALL JOINT DETAILS - WAW - RAW R OrtN0.0VERG ARENDT NOTES e a 3 AILOWFD SAY/CUT JOINTS ARE TO BE CUT WITHIN 08 HWRS OF CONCRETE PLACEMENT. N F7 W SCALE•MT.S(SCHEMATIC MY) 2 � C O O O d - NOTE. ' . PROVIDE CONTROL JOINTS A7 LOCATIONS AS INDICATED ON PLAN 3. PROVIDE VAPOR BARRIER PER ARCH. CORNER VERTICAL REBAR NOT SHOWN FOR CLARITY INTERRCTION TYP. REINFORCING AT PENETRATIONS TYP. CONCRETE WALL REINFORCING DETAILS "'''` °n""" N.T.S.(SCHEMATIC ONLY) SCALE:]/A'•1'-0' swe:N.r.s(sl]HEnanc Inn E E � ,Dd°'. M xALY N }PLY Sr 4RY �� \SIT inghouse.,,: PQBm- NOTE: ALYNPNMBIAMAm— MEEARNPORCIIDETERSaFIHaNFS. IGIFB p 1npMusml SEF ARCH GIRDED ATPORABOVELOCATION,OEUGDWERSHALL PNPAC SDG-2R-AGO 2Ds@I FI6d 12*MC,IA.FNAILS@ x-ROV/S OG 6Y.•IONG �h r NABS@1TQC 12'QC,fA RACE M. iRUSLOR SCREWS. BEARON2l(cONMEIMRATENOPCOTE S"EV's.ECONRRVIA(AS6•LONG TIMBFMOK FA FACE TYP. P.T.6.6 POST,CONNECT SCREWS x iROM EACH FACE IRO P.T.POST. DIREMI TO POST BASF AT LOCATION WTTHOUi POSt ABOVE NNRR I - GIXMR gRfrn3'W/SRONED LMPSON POSt GIRDERBEAMSEEPOW I BASSTO50NONBEFTQ EXISTINGKFWTO REMAIN OODWACISHEATMNG - P.T.SIVA4 BELOW GIRDER ^` _ .... FACIA TRIAL LE ARCH P.T.510A5f BELOW DID.END'ot. El(6TIHG WALL SiLID2@16•QC - `C TOBOROMPNROF@fA5FWG5TUD P P.T.OEQI LOAM;SEE RAN WALL AND eL0[RVKi/PARSERS Z PLY F+ }RY I DECMNG PER AR[HTIER M.FARNNIW/(3)ROWSOE UMNADS EXTERIOR iHNiSNFS(SEE AR[LL) FULLDEPEN EL BLOCKING.SEWN RAFTERS " SHALLNWE T.0.COM .� TOPOOECR EIFV.ME ARM @6.0.C,STAGGERED TO PACMOOUt b� SONOTUBSE WFBOf SR BEAM _ 7 T.O.CQGSWNOTUBE•T.Q I GRADE / �/i E]DSTINREMAN(ASRIME0 VM LOG NAl13@6•QC REMNNlA55UME0 ae'a pIRC110N6FIUMING) STAGGERER STAGGFRED,EALLSHDL TYP_ / /� i "• A I Nf W ROOF MITERS a HANGERS.YE RAN TYP. MULTI PLY CONNECTIONS 1i"OM+ ("Dw)INW-SEW/ (ND.G.)THRU-BOIR NEW BEAPLANEWNrnT SCALE nf'C WNE�RE Q(�ia6`Wwv oI TER op�CRY) BEIow E%LU M. STMG BOOR LIEATNDIG Iz•DM CONC RILED SONOTUBE •e (I415 VERTKAE BAR FRAMING SECTION A'd MIx LLNGTH @CENTERUESONOTIDER 4 SCALE r•1'd' J BEIWfEN AR vIATE roMT 28•BIGf00T ROOTING REQUIRED NQ a NA1L5 ALYY BE gSTRBUTED ALONG iH6 ENTIRE LLNGTH Del n TOP PLATES.M. (B}I6E(OR STRAPI AT FA LDE OF EACH 7 ` I+ _ 10DNtuN.Q 1/// ' -.� r EXISTING All.SNDS @ t6'O.C. TRIMMIN, u owA sHEnrHm W c � O \ m TYP.ROOF DIAPHRAGM EDGE `J O FRAMING PLAY NOTES E%6TWG FLOOR IOKI&TO REAIAIN,NTENDS TO FIT HAVING,SEE FRAMING NOTES Z C COPE END OF W-FLANGE RW HEADER BEAM / \ BEAM TO FOLLOW ROOF ROOT SHFAMNG.LF RDOG W SONOTUBE FTG SECTION @DECK ( \ GEDMLTRY FRAADNGPIANNOTES �/� 4�MF ........ I. .. _ y SCALE:]/A'el'V II II ROOF RAFTERS.LF RAN V J IF WALL LRAMdG SN05.M.@ l6.O.C. FRAME PRE-MANUFARURED TRUSMS(D APRICABLE) I 1 - ! LL O AND A JIIN TRUSS W/STUD,M. I SILL RATE a ANNgI BOIiR: TYP. LAP SPLICE OF TOP PLATES P.T.(2Sx 13C ESW1HEXH HEAD MN%.AND NOT.G0. IVLLLDGER AND FASnMxc,LE •A•AMIgR BOlT3 W/HEX HEAD @ 3'C Q4M.ANDO$FRW ROOD FRAAtING RAN SCAUE-1-1 -�„_.. FAN EN0.,M.,N NIDEG•WN EMBED.DFPMIRONEW LVILEDGERANDFA5TENING,SEE WAIL/WMDW/SYSTEMABO✓E,SEE ARCH. CONCRETE FOUNDATION WALL PROVIDE W-41•SEE.BEARING RATES ROOF RAfTfRS SEE P111N ROOF FRAMING RAN (H.0.G.)@ EACH ANCHOR BOLT,M. NSS—.Y,STEEL COLUMN. _ LE RAN FqI CONNECTION (NANGERSNOTSNOWN) Y.•THA BOOR SNEAWM(ME RANI.CONE.TO LLL RATE,M. DETAILS REMOVE EMSTIIK:BLAND NNST, N OF %'DM ASTM NOT,GR•A•THRU BOLTS M WELDED ON — —_- EMMENEWLM NER=TLUSH W/ EXISTING ZND R0011 W6TS M. iMSkNYN IHREAp[D PDD@32•QC W/HAROERD WASHER ON �8863��333 , II y 5 SR EMBED RATE TORSQ COI ABOVE,SEE - WOODLDE TO CONKER COM.IIa RATE SENRE 41RST2 2b,5000t a I RAN IDLY NOTE FORDRADS T.QCONC REF.WALL FIFN.98'.\Y.• I_ W/iW.BERLOR 50tFW TO RATE M. 30isr IN y. NOTE:TYRGIFONWAILREINFORCINGNOT SEEARCNfORPNq/ I• ! Zhh�SRANGIEac.4DEY.•DMLMPumDID,G EAVE FRAMING SECTION @ STL BM FRAMING SECTION BOIt•E SS @ 3'O•QC.�•MIN EMBF0.DEPTH ORO SROWN IN SNOOPER. APRgI LABAN[AS '� I CONC6En WALL.NOTE SPACING OF SR ANGEE N NEEDED. SYNf:1-0' SCALE M'O NEMY.—AAPARATED 4 RtOVIDE M.ANCHOR W/<•END DLSTANR AT All ANtdf 01/30/IOfS PLYWOOD FLOOR SHEATHING I INDSM. CONNECT VFRSI-UM POST END / / ' \RFs o it ac ION WALLTKAL CENTERED IN IOCONCRETE VIA(2W LONG TMLBFRLOR �� ROOi SHEATHING,SEE ROOF ONEWS TOLVL BEAM ABOVE, n @ 19•Q[NOflR.M.;PROVIDE DBl RS TOP BARS FRAMING RAN NOTES ONE FROM EAQI FACE RtOVIDE ..�_._ _ 3•EMD D6TAN[E QI POST RS@lr QWRT.WAAI VOWELS CENTER PITG/WALL W2OOKED END WALL REINFORCING,M.ALnRMnRmFS OUPIVIAGM EDGE NARIRO —...�/ I ERISONG WALL SNDS@16.D.C. J [] N @ IB'O.G TRANSVERSE BARS W/HOOPED ENDS.M. 2.6 BEVELED BIOCR Z U _ NOTE: PROVIDE CDR.ASPUIM BOND BIRAEFRCOATING.M. COKNECTu=TOLVLVIOG FRaTING RYWOOD WALLSHLATHING O EA3VIDE A/ODIIIRE BARAIR (GHSCOR:LONGItUDWLLBA0.5. P MEIE RAN FOR SLAB REINEgKP1G,M. NMLS @A•QC,STAGGERED I TYP.ROOT DIAPHRAGM EDGE \• • < I B1WN lVl/VERSA-UM 80nOM EQWLLY SPAR0. MRTERIALS ANOCON[RETE FON T.0.LAB ELLV.•FMTN OUIRIRAGM EDGE NAR RnO LAMING.LF FMMIHROOF 94EATNING.ME OTES 7LU T.O.F.E1FV.. .a )I E%611NG T.O.BASFMERSEAB x60EYElED BIOCR FpARM PAN HOTE5fl0� A' T.O.F.EULOW FASfWG —�Y°.•x—'E-y—x—Tf CONKER SIMDSON ISO O W ��S( OIO LEG R11 FAM T.0.CONC BASEMFNTLAB v?c"�:..;/•..., ,".-"'. ":A rRGIDFOCMDmA;IAIONw/25PL uc—TOP RATE a FULL I ROOF RAFTERS,SEF RAN U) 06 4 Sl al ��,)\/�,�� MMCOALPRESRVESERENBEN(EQ OEPMSOUDZVBLOCRDIG VERSA-UVd POSE 1RAN O CTR V FOMNIARMIFIOWENSCORNNG. SEWN RAFTER TARS SECURE VIA Sp DM.F LONG LMRgN In.ND• M APPROVED EOLML) I =� SCREW ANCHORS • ACCERABIF PROOF ROVED SOILS OIi 2.MiTERS@I6•QC @ W QC.TO CONC FDN WALL CENnR ON POST L� COMPARED STRVCnIRAI RLL RODE RAFTERS LE PLAN I I— fACECWNnRLNRN NEE0F0. / / \ CONNECT EMn VU a•LONG TIMBERLOIt NOTE: @ a•QC' HANGER FOR ROOD RAFTERS LF z lO WNE SECTION AE iN15 SEN6CAWDOUf AS STAGGERED'SIM•ON STAGGERED RAN FOIL lYRa51II r WALL r RAKWETINTIMOR RTEELSHEEF=EE AND fMMF ROOR1gSTS PARALLEL TO FDN WALL LVIIFRAN AND FASTENING,SFE iP ROOF FRAMWG MN FDN SECTION ISEMBED PLATE / GIRD_ER SUPPORT 8 � S-300 scAle:r•1'a• FOUNDATION WALL SECTION FRAMING SECTION @ EAVE 4 FRAMING SECTION @ LEDGER SCAM 3/4 J'd V sc a I—v SCALE:M'd A _ .6 "4Hf ,ally 'S �T I f 28'-3` IL'-L I/2" 18'-O" IL'-L I/2" 26'-10 I/2" Z 5'-0" LLJ EXTEND FOOTING L" Cl � U BEYOND F.P. DIMS. I/2"♦ r------------------J 1'-O 1/2, < t `--�----------- o Ir--------------I - ----------- o Z to i V) O 0 L i 1 c/) W l I C � � Q ASH DUMP DOOR � ' "_ 5 i ASH PIT i i w Q 0 1 � 2.11 1/8"T IPR0250 a 7 4 Ul , � / ^,1r ♦ / a� 3" 5" SHELF T.O. WALL a. 4p.O o 2811 EL. 42'-3" � Oi i i � �Oi 4 r4i � ------+------------ -------- ---------------------------------------- - I ;r ' ' 11/8" TJIPRO 250 r ♦ , • IL" O.C. N RETAINING WALL r PER SITE CONDITIONS" \ '[\--- ------------------------------- -------- ---------- ----- T.O. WALL EL. 42'-3" i N3w¢5" SHELF .O. WALL------I- T ? z ,' EL. 41'-3" i ' i i Ul v)p Q 01 0 V:. i j t CL ZwZ Z DBL. JOISTS , Q <c - tie UNDER ISLAND 1 ' UNFINISHED t w -, Z .'` j 3'-O" DIAM. CORK. 'y.•' � I i B,L�Cj E I��' ' DROP FOOTINGS • GARAGE w �w g p a 4- 4` BELOW THOSE OF MAIN >- ' FINISH 31'-5" HOUSE TO ALLOW GARAGE m O N a a GALV. STEEL AREA / \ �' U I w v w p w L ?- O O I SLAB TO BE 4" LOWER 11 to z TYPICAL ,' / ! ' i �' ' ' THAN BASEMENT SLAB F- _ Z Ln- WAY W/ GRAVEL BED, _ ' �/ U 0 U I I T.O. WALL \ `-------- --- - - ------------ �.----- ----------- - --� - ♦ QN mpg2811 `` OUTLINE OF I EL. 41'-3' I 1 -- - ' 6 0 0 O`- u 0\L. - ISLAND , O O i �- c ►' a,�57� I I ---------- -- - - ----- ------- --- ------------------------ W r L ' b _ , i ~ v .FiC ~ v i i ! ' I t . t—— ��1r—— 0 0 2 ro e co a f' i / t t I ' ' ' cv U ZrYUZUu- 4 FDN. WALL (- UNFINISHED _ = I ------------------------------------ ----- I --- ---------- --- 5" SHELF HEIGHT CHANGES -- --- --- ------- 2.I 3/4"XII 1/8" ,. y?\ BASEMENT ~----- DOUBLE JOISTS UNDER- DOUBLEi T MICROLLAM LVL 9 FINISH FL. EL. 31'-5" ; - PARALLEL PARTITIONS UNDER HOT TUB n / �\ / - ALL ARALLE I 1 J - - -- - - - -- - - L---__"J -- _ —— — —— �/4 ,' ,' ,e `, ,' ? 2e1 3/4'x9 1/2" ;r ► - T- T -MICROLLAM LVL GIRT • ✓/ " :r P s1. 3/4"x9 1/2" jk5 S \ I , t 1, 0 .. �,� FLUSH BEAM cw A,8 I z Z /s-- r------� r------� ICROLLAM LVL O , W OC IS 14 13 12 II 10 9 8 1 L 5 4 3 2 ! ' W Q C7 I L In 4" STEP UP J N -UNDER 3/4'x91I 1/2 F.tJ �2•1 314 XII 11W DRIVE MICROLLAM LVL m RO&LAMILVL I/2 O ; et U e e GARAGE (L O DOOR I HEADER i a 0 w V! JOISTS CHANGE ` - - I --� - n a O / , FINISH FL. EL 31'-I" W X oa U DIRECTION BEAM ' to • t I � J .w. i.� w Cr7 3•I 3/4"X9 I/2' ( In -- O -- r DROP OO• D OR WALL cQ ` ', tt4 PULL AR �. / `� MICROLLAM LVL GIRT• �`� I r 2X4 WALL �? U ` ,' B S y _ ; 4> • 2'-0" O.C. VERT. _ • T � 2.1 3/4'XII 1/8' 1 ,' MICROLLAM LVL - _ y • ✓ r MICROLLAM LVL GI T 3'-O" DIAM. CORK- 0 O DOUBLE JOISTS UNDER STEEL AREA- I 0D -- f� O ALL PARALLEL PARTITIONS lO 1'-5 4" IO'-3 !/2" 5'-3" 4'-3 I/2" 5'-3' c'-L" 5'-4' S'-II" 'O" WAAL W/ GRAVEL BED, r- -- - _ _ _a.r _ - F TYPICAL cn \ `✓/ 4 ---`---- -------- -------- --- -------- --------------------------� '1 • i - Q T.O. WALL \ �O�JO r,�f�! �I t \ O ?� ___. : - - i — BP \�� - + -j -- - _j L------j t-------j L - --4'-3 1/2" L r-_j BP ' UNFINISHED -- - - _ - -�-- ----- ' i r- - -- ------- -- ---------- ------- ---- - --------- - - ---- ------------� O � � � \ 2•I 3/4"X9 I/2" v t t � 2811 2811 2811 q >-- - 1 MICROLLAM LVL GIRT BASEMENT _ RETAINING WALL PER SITE CONDITIONS BEARING WALL ON '` \ ,, � � �,~ -_' $ ., . F1N1Slal FL_ EL. 3!' "-5 � , � _ 2'-O'W X I'-O'D 1 - STRIP FOOTING 135°-C' O I '- ' � _ ` -- 3 I/2" CONC. FILLED I I r BP ' > J t 1 ' ' L-- - - �2S STEEL COLUMN ON 8` CM U BASE F 30 12" FALSE FIREPLA i � --------------- - -------- - -------- ---1 PAD. ABOVE_ nr rr w. 8 _ I I/Z 8 -1 1/2- sU 2 -0" O. VERT. ------I- - ---1 DOUBLE JOISTS S UNDER NS ALIGN W/ COLUMNS A,.L `, ' �' , �.0. WALL , , ON OTHER SIDE OF ( , GARAGE , , . EL. 41'-3' ' 14'-I 1/2" P. CONC. CURB I --- r F 4" l.� � EL 38'-10" a� q WALL , ' , O \ a '' T.O.EL. 40'-3' LA 0 LA - m Z \D ,' s. , I (�o) �` "`cat✓` I` U nc U O co e O I \ ` GARAGE SLAB s�� \\`� \`� `� ,�� ,�'' \�/ /\O ♦ N I , l t r \ FINISH FL. EL. 38'-G'" /'Ps �� ;' / ,' ii j i r 44 PULLBARS r •Keg q tt4 PULLBARS v' • 2'-O" O.C. VERT. 8 • 2'-0" O.C. VERT. ,•< / O T.O. WALL T.O. WALL y`l / / - -- --- ---------- ---- -�"- - ----------- ------- ' .1- --EL. 38'-10" / , i DROP TOP OF WALL ' �, \ ♦ ♦ ^, \ ` AS GOVERNED BY \ I I Y . / SITECONDITIONS • -- ------ -------------- ----------- ------------ r------------- ------ -- -- -------- ------------------ ------------- "'1-------- ---- ` ` �, j' IlTC7uJ uJAtLg AK[JYaf"Ter— DROP TOP Or- WALL F 1'-0" • DOORS T.O. WALL i i 1, _� ✓ _J r \ \ EL. 38'-10" �^ i A.8 ', Ju --------------------------- 3 5 / T.O. WALL 9 , \ EL. 40'-3 \\0\ \\\ O ,' 12'-0" 20'-0" Z \p, iOFi -- ---------- — i i 10,G'-2" -- - - - - -- - - NOTES: \ DBL, PARTITIONS UNDER ALL PARALLEL WALLS, TYP. 2. PROVIDE tt4 PULLBARS • Z A.8 2'-0' O C IF ALL EXTERIOR 9 STEP LOCATIONS. (9• 3. PROVIDE 15" GALVANIZED U- ANCHOR BOLTS • 4'-0" O.C. t • CORNERS. RETAINING WALL 4. TOP OF FOUNDATION WALL PER SITE CONDITIONS HEIGHT CHANGES ARE TO BE DETERMINED BY CONTRACTOR ACCORDING Z TO SITE CONDITIONS. i 1 1 41t r w Z E3 w z d 0 0 I N z r � .. , °s _ . - t 'if s -- . - , . _ 1. y -4 a n .,t L. „ - °E. _ ; x 3 . __ .. .. , .v ,. .. .. x, aJ. .. - :Y ., ��g i ) rt. :... .r_. , x t. v: .:-. : .. .... ,... - +, J '...x^'s -v. 2 , Y.. ,'7,. .:,.- 'u'4, '3d5iN` -'•.�', 1. 44 f"- ,� z.- ,. .. ,. .._ .0 ,.... -,. _-.a,r t, .. .. .I ,.. Ag� ,, d, -. ..".. e ro.,. 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'w 9 Ai P4 / / ti:a 4 - / l / l { r ?Q•-` i \\! \ �\ `+`�"` _1 '.1. � � � J i C ••-,-.4 A _,� i.G v r t rO '<�,°�#hLe gyyi;,%t int i M w d n Tit*' t W fi # ;a i } 1 f/ / / 1 I I l r� � \ `` \ t � ,. \ �`-,.— ``- -_-_ -— ti,� t t J i 7 f : f, t�• y t*41.b" J —t j+,*' ,�wis6 / r l/ J / f 1 �'\ `I- �, -, \\ \ ` ` \ �� l l I �( \ i s. - ' it i_ sw» /l d /I / t I !/ ///� / / /_ ,-•� \ \\ \ \ \\ ''-_— -—. — _.�' ' --"`` \ '``` �,. 1 .\\ \ \ � I ►^------"`w'---'�...'•--,.,-..,.A...I 11 // ( I I I i I j I \, \ \ \\ \\ _ -- �---- z.e — 1, t a= \ \ \\ \\\\ -, tt � I I I I I I p I I ` I �, .\ \\ \ \ \ \._ _ '- _ \ � t' ` \\ \ - CROSS SECTION OF CN,AM8F:R r -.ram _ r\ / /� I i I j I ` \ t \ \\ �s.\^ \ \ \\ \ `` `` 2ls ✓ j//!/✓/ / rZ . \ \� \\\� �4 Tt� -t F_�r�V. 3�IOM_ _� _ ,40TTOuALt r j 1 '\ ` \ \ \� \ \:- _ / u I i `\ \\ \ \ \ \ \ \,-:—- - ,__ �.� -__` --- -`- ...-_.,_,� ) /j f '�i/ d/ /� \ \N. \\ � 0_, � 1�tn1� r___._a6S _-- f 1 \�', \\ \\�`, \ \\\ \ � - _- -- � ._,_ ////,/ / /-� / i / / . \ ` A - - �AR5$ SAND SoMC- 1. >� \ \�` \ r. \ \`}?"-- \ `-`\ :- -- -�-- � - / // ,�// / /.1r,` s \ ``• ii) - I LGRM 1Ov€Z �/8- ( } ,,\ \ \ \\\\ �,\\ \``- _ -�"'-� _--\\� „\...�\\\ .'' ..r �__. /7 / // // / / /// ` e r a -��r_opR6 SAND I f \ \ \ -� \\- - -"- �. - \ � �_- � � �/ �,/ // // r ! // � � i _ � ,i 111 foYR W� NAviNr t3�.occ.�c r1 ♦� I f \ \` \\ ��\�� `--M r� \\� \\\ �` , `' Id_�5_Jl ✓/ / // /// / // // / �' 7�L,_ -,•, t-- 1. 'Fl - 5 Swn�r=--, �t kaV f1c�la� tr Lot f'ix 4 J \ \, \ \ - �' _ / / / �/✓` / / / --,, t O 1 «. `1 COAIa�c: h N u O MI t —---- - - ! t 1 1 � \ \ ti �r_� �,,_ �\ , \ __ / /✓ /� f / i i 1 ty C� ^ G! /VEL--t Q Y R 7�+) _- t. o , "/ /// // /// ,Aj . — -- 7 , � 11� f 'f, \ \ \\\\e � - - ,- - _. _�--- _i / ! // / / / /ty-y d 7r�-Z at_Gv. 37�Cj l J 1 \ \ (1 \ \ ", _SQ � _ , -\�` - , =• �.... i J/.! // // //�/ r� f VY i - `I` __. _ C A �! --- - - b .'� � �,,� I/ fr 0 {„`—--t ` `` \\ r'`�, •\`` -_ -- ——_'—— — � — ,._._-.�_....,--...._ � /', ✓/ /// ,/. •_1 / j r t A G©A(�`.06 SAN17 .._�._��_._...._._ r \` \ � +.—- —` _ — `r^ \ __ _ � - i '/ �J� ! r 1i SC' ML t_t7AM 14YP,,5/ y- - _ - :=_ ' - // I }t,II __ ___--- ___--•-_'__-____---- - C �, ` d[ 44,?i~_ ` \```-/'-7�- — .. r i •r J-i'� UCA12Y.Te ST t;a " .... `.-- —.-w__ \ / �— -�,-1--__- .__ �. ss _ l ::BAR SA o s�M� WALL SECTION �/ - - _ __ N �„ — ,,/ / /'— / Lot 142 ,r,�} 1a .__._.. — - _,.._ __.__�-__._ of to Sco le \ �` .I _ •+�.� I � - / I- r,FRCoLAT_r0N "t EST / 148 164E f .-,,,....._ 4?"— � /1 / / ca-A$5 % hnAT%RiiAL, _ -- _ ,-,-—"— W�'_ /M.zif J. 40-tA / Lot a4t t amiwrh1 - -z>&,iA PLA14 VIEW -- -4-'^ �s� 7 N wAr�C2 t Nca�altt->;t7 ........-, "......................_._,.-.'.,.,.._.,...... No:q ,t y/o i j a q SEAPUIT 1 ~-- -'- ,__, Q OAL; \ ?aNG1NEKR' -,UL_t-1VAN t°4NC_1t4%CZ 1..1NC JW_ Tog olt o 84 yd if - — z_, __ --' - - Tay 9dt an Hyd / 289� •,��=.-..,... _. d T r.E. !, �.. , t�t�t aN�1 — j t 1 J 1 t tle: PREPARED BY PREPARED FOR: flutes/Revision: "FOOL LL G L I�� a SITE PLAN �v 3M' TU STLt PROPOSED SEPTIC SYSTEM Sullivan Engineering, � c. P �U DAVID McGRAW �' � 7--L X<- ro PO Box 659 7 Porker Road 2( OXN ER ROAD i La, TL) \.AFT LOT 142 sEAPufT ROAD ©sterville, MA 02655 Osterville MA (J265S 13S' Tp ��,{T VSTERV i LLE,MASS. {508)478-3344 (s08)4,?8-3115 tax (508)420-3994 (508)4?f�-3ss5 fox CEI�TERV I LLE � MASS. 33* _M S LYT 1 L T Y\lXkr � Ij �r' � C (I f, (_ f i 64ft"StIodw �.- 40 0 20 40 80 t 6o Field: Dra ft: `" }'`f- Q0' -m L -mu I NL � mi-s i, Date: Scale: _____ .__________— FFRRUARY 03, 20pQ AS SF OWN Q . Cam Rewew: _ . , -- _ ___ �•__— ro/ hawing � �xvt:>,,-a,4 7,/1t/c<a ' &vo;�t, =�:,o-L ,Aot_t5e �rj.F>T1c ,r.-y tW �o L,S i NOTES ) c , •` 0 - I.Water Supply ForThis Lot is Municipal Water �® *�. DESIGN DATA 0- 2 ' Location of Utilities Show o i .a n n This Plan Are A rox Sin - PP le Famif Bd g 5 e room • •. Y � .• o• J°� At Least 72 Hours Prior to Any Excavation ForThis With no Garbage Grinder ! • � •A� � G � Project The C w ontractorShall Make The Required Daily Flow=I l0 z 5=550 GPD �. . O � ,0� Notification to Dig Safe(1-800-322-4844) Septic Tank:550 GPDx200%=1100GPD o v. �Q • ,;q. 3 The Contractor is Required to Secure A Use 1500 Gallon Septic Tank Permits From Town Agencies For Construction { ` Lot 143 `\\� \� \�\\ \�\ \ \ Defined byThis Plan. 9 LEACHING AREA / Install Rise �� 550 GPD/0.74�=744•SF Required u —_ \ \ \ Risers as Required to Within 12 of Sidewall = 2 12+44. = ahe \ \ ( 2 224 S.F. ————— —— \ \ \ \ \ \\\ \ \ \ Finished Grade. p _ \ \ \ \ \ Bottom Area=12 x44 = 528 S.F. •, . 5.All Structures Buried Foir Feet orMore or Subject~ 752 S.F.Total Provided j) ° •.; �'•. to Vehicular Traffic tobe H-20 Loading. LEACHING CHAMBER DESIGN E 6, Septic System to be Installed in Accordance With Ali Pipes to be Schedule 40. Use i '23 310 CMR 15.00 Latest Revision And The Town of 5-500 Gal.Leaching Clambers Ina ? e F N 2 / bN ` \ g Washed Stone Field as Shown ' I 273 \ \ \ Pi\- \ Barnstable Board of Health Regulations 12 x 44 � 7. All PI to be Sch.40 PVC. I b \�\ ;\\ \ \\ LOCUS PLAN Scale Assessors Map 118 b / 0 0 i /o i- '�' goo p \ 1 \ \ \ I I I I I Parcel 135 I .A�„� +nl`. �.- Nye FG \\ \ .40.25 F.G.3IV 9.0 rOV `A0,5 / � �\ /// J /% 38.2 36.5 / / / 1500 Gal Ion To EI. 1 ^ \ \ \ \ \ 0 ` \/ 40 % / l l 1 1 /I // // 71 D 3Z5. 1 \ \ \ R // / / / / / l / I /I / / // / Septic Tank --r ... B t. 1 \\ \ \ p oP \ a / / / / / / / / // / // 36.7 r \ \ \ / // /� ♦ \ / / /// a / Bedding as 7.5 1 1 \ \ \ / \- / / �- / / %/ / / Ejector Pump in \� \\ \\ \ 1 \<� \ �\ / // / ` �/ �3° ,� // / / /// /// / Basement \ \ \ \ \ \ \ 1'RoP..S OR.W F / / DWELC 1 \ \ \ \ / / F; 2 \ / / / / / '/ / // Bottom Test Hole El.27.0 55 MAIN HOUSE No Ground Water Observed 01 `\ - / DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM `��\ \\ \\\ \\\ \\ \\� _` / // .I/ ` r _ -✓/ / / / /II'II // Not to Scale FIRM Of" Filter YXYXYXYXy"A .� \ -:_ —_ _� / I I / / / / » w.le allr«M+ Fill \\' ° ado _——— - ,, // — _/ / 1 / / / The Proposed foundation shown hereon complies J • / l \ r t k requirements for the Town with the sideline se back ►..a.. \ \ \ \\ — �` \ _ — // �- — - I I / /! / / le of Barnstable and is not located within the 100 year ' 1 / \\\ \\\\ \ \\\ \ \\ — — — fl0odplaln. Lweblq / / \ \ \ \_ \ \\ ` — \ / / / • OMyv Of 3/4•-11/1•. I IN Dcable VAN" It Ord / / // \ \\ I \' \\\ Q ` I I / l swa CROSS SECTION i.7F�vl'{«�vtYwR �/ I` i ! I Ili I ; ` \` �� \ \ \ `, \ -` \\ �•// // d I\\ \I \\ \ 3a •� ! LG'v. �7.0 NOT70eCA ..+-...r .. .� � O' L-.AF MATTER/PINS NG—r--DLa�5 _ 1 III \ \ \ \ \ \\ \ -. _ \ '_-- \ \- -•__•-•— � // / / / � ::. / \ \ � 0 / \ \ \ \\\ \ \ \�- - --_ \ \ - -_ _1\ \ 1 /// //� •� / / / \ \ \ \ A COARSE SAND SOME. ,/ \ \ LOAM Io"R 5�B \?0� _ \ �\ \ ` ----- \ �\ \.----- �/ // j/ / //// r,/ \ \ log 1 \ \ \ \ \\ \ COARSE SAND 1 /►� -\ \ \ \ \ \\\ ,r 1oYR 1. L 1 \ \ \ \ \ �_ _- \ \ \ \ 16--a / / / / / // ,- -^„- _ �\ PAVIIIG SLOCK _ 1 I \ \ \ \ \ \ \ \��- \ ..\ .\\\. \` /%// / /� /% // / / SWA.L.E E�0V 4p 5- Lot 144 1 \ \ \ \ \ \� -\ \\ \ \\\� �" ` -/ / �/ // / O r� \ COAY�SE SANp SdM>= 1 \ \ \ �_ / / // /� / O . G 1 \ \ \ \� \ \ \ —..-►••--�_ \� \ \ \ \ \ -- � / / // / /10 / /� � ... 120'r RAVEL.'IOYR 7/4lu lrll.� b ,gyp \\�\\.__`30� _ \\\ \\ \ \\ \� --- ��// / /// / / /T?-2 O r TIC-2 ELMV. 3-7.p 1 11�llly \\\ \� ~_ \\\\\ \��- - P NE NEAT LEES `p _ 1 .1 - /� \\\-----------/ /i// / / / / / I A COARSE: SAND O /\\^� // /// / / SOME' LOAM10, ►OYR5�8 I \ \\\ \ �_ \,. _- ------_�/ / COARSE SAND p �\ \1��v9 8?• \ \`` _' ��_ �---//i/// r--- \\ t5 // 3(.'r PIsRKTtST •........ • _\ \ / —.� 38 -- P 1 COARSE SAND SOME �... ............ - \ ,�_ -_ r 1 C, G IO /AJ WALL SECTION ......... — — / _ _ Lot 142 120" � w`v�L �/R \ _ / / / ,.— / \) Not to Sca le 1,3 / PERCOLAT%0N TEST 4 / 4 _. •r / / / 148, 1641 f / Lot 141 CL-A55 t MATERIAL- 82�� /i�2,211 3. / -� —� 4o A Ia�PTN= 3(0 / o � .............. .v...... ' LESS TN AN 2 MIN INC"VIEW ....... � ........... No WATER EN GOtlNT't='D Scale l"= 40' '. ............. .. ............................^... / DATE: 10/01/qq NO: q5144 SEAPUIT ROAD ENGINEER' SULL.IVAN CNGthIGE(l.1NG• lNC 714M EI=4f.84'NGVD — — — — Tay 8o/t on Hyd if 289 _ ------------- w► Nr:' s. D M RAND1 —T --——— T GW Pj 'R o H. 1 , Title: PREPARED BY: PREPARED FOR: Notes/Revision: SITE PLAN . o � a Cb P SullivanSullliv Engineering, Inc.IncCQP0SU[ DAVI D MCGRAWROPOSED SEPTIC SYSTEMSULLIVAN �. PO Box 659 7 Parker Road 21 O X N E R R OA D M.2S LOT 142 SEAPUIT ROAD Osterville, MA 02655 Osterville MA 0, 655 VVIL (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax CENTERV I LLE , MASS. OSTERV I LLE,MASS. O 40 0 20 40 80 16o Field: Draft: MOVE D MAIN H045E SEPTI C S 6TB M To Dote: Scale: Comp.: Review: 7/z4/00 GjM81Nra WITH p1D01- L►eLasE y FEBRUARY 03, 20 P'Q AS SHOWN , ProJ # Drawing # REVISION -7/I1/oo AOOG.D POOL HOU5E SEPTIC SYSTEtA I I