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' - , .f ,,.....» '`t, ,. .� >.., i S t �- -,..:r.k,,��.:..sJ.vI .:3a2..�,.w>uw:.:+ .. . ....,.�..�........_�.,.. ,I ., ,1 ._ i ,,.,� ,`...,i.� .. ..r f c.L:,.,.ti;3�..,.:iY, .aL. Y,_,1;}, .. , ASSESSORS REF.: cf d . Map 232, Parcel 005 ID N89'15'00"E S> o 1 1 s4.oo' 2 45' ZONE: i 5001 o•e Z a RD-1 / 247 p I u C o Area (min.) 87,120 SF (RPOD) 1s y w1f h°o Parcel Area To Edge of Lake 3 Fronts a (min) 125' Dwelling O 1sty w/f 9 Ri °: Width (min) no Garage 45 516+SF U > Setbacks: ' w a Fron t 30' /� ��'�®�� a Side 10' Daniel Alperipf &Julie A salomon G®EnT �O z Rear 10' / l��00 o N85'30'00"E g cn ` 122f 11.4' DEC 19 2016 4 FLOOD ZONE: TQwN®FBA -1' 500 C0562J FEMA MapX(0.29'chonce) RNSTABLE :.:. I z #2 / #25 1 � $•� July 16, 2014 of of a`° New Concrete 1.1p,p�"..N...........:..58ent/ Foundation ................. � �a6 15 OVERLAY DISTRICT. ITop of Foundation •' 6 �9/ /1 GP - Groundwater Protection District EI=46.4' 43 Z43/..._......._................... Ion ... ter bY Edg of EI=33.1'(NGVD 9)) 322�........... ............. / T PLO PLAN RICHARD 32.2'(NAVD'88) ........... 1'Z J.04' ' R �? At 251 Nyes Neck Road ........_............ LHEUREUX 2J J' 6� 3 N84 3120"�,, o. 34312 BARNSTABLE s N�f ���in9 t fN / (Centerville) J Raof%ey 'el' / .............. MASS. o\Q`ec �....`` masofnas NOTES: 0 m m 1.) The property line information shown was DATE: 141DEC116 SCALE:1"=40' compiled from available record information. 0 10 20 30 40 60 80 FEET -c o 2.) The topographic information was obtained �o c I certify that the new from an on the ground survey performed on PREPARED FOR: foundation shown hereon or between 24/MAY106 and 14/DEC/16. The Hirsch Family conforms to the setback Irevocable Trust requirements of the Zoning 3.) The datum used is NAVD '88, a fixed mean Bylaws of the town of sea level datum (Lake Elevation). Barnstable. PREPARED BY: CapeSury 23 West Bay Rd, Suite G osterville MA 02655 DWG #: C676_2G1 cpp1 FIELD BY: WHK/KAR/ASK (508) 420-3994 / 420-3995fox A TOWNOF BARNSTABLE BUILDING PERMIT APPLICATION a i Map 237- Parcel on5 Application # .6 , IS l Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board /off S iInA CD -Historic - OKH _ Preservation / Hyannis Project Street Address Ny cS N e-K.U r . Village Lt_� V Owner 1-k►ILCCiA s ONw►� .SLA;R� 4,pti0AAQ41 Address V23 P�.�T 5T ftJN/00,SC R rg Iso2906 Telephone 4m i s l - Z g 24 Permit_Request s>cw�ec..rT1 oa op z.ON %►At v C_r Square feet: 1 st floor: existing?-,! `1 proposed 2Ad-goQr,existing — proposed MM Total new ZSZ 2,4(.9 4A,21 Zoning District Flood Plain Groundwater Overlay Project ValuationtIff M,►LuAConstruction Typed Lot.Size 1.02 xcic% Grandfathered: ®Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 1W Two Family ❑ Multi-Family(# units) Age of Existing Structure 8` 1ALC Historic House: ❑Yes 14 No On Old King's Highway: ❑Yes k1 No Basement Type: V[Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 2 O-3-I Basement Unfinished Area (sq.ft) 402 Number of Baths: Full: existing new LA Half: existing — new 1 Number of Bedrooms: existing 4 new Total Room Count (not including baths): existing new First Floor Room Count S Heat Type and Fuel: V Gas ❑Oil ❑ Electric ❑ Other Central Air: 9 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �d No Detached garage:10 existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name AZO GOILS A- i�.S C. Telephone Number SO'T 42q - 1,16� Address 41ES 0S i. ul. a License # CS t o2ct 01 9 o S�Yt�.lt�C mo_ o2LS's Home Improvement Contractor# 1(*4 b TZ Email GS S@ 4OGCA_ZArm, y %0tQALS Worker's Compensation # bsLou(s49T7 92521L • C00.� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TZ MPc 0AA Cn. sue, Rjp(�_ CZ SIGNATURE C DATE Q �s FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/`PAh*CEL NO. t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL h PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invasftadons 600 Washington Street - Boston,MA 02111 www.mass gov/dia Workers' Compensation Insm+ance Affidavit:Stulders/Contractors/Electricians/Plmnbers Applicant Information Please Print Legibly Name(Business/0Tmd=domUdMdna1): �..pG1L�ll_C..1r t�.�1i�1 .�►�1C.. Address: 'filarws-r"uc City/State/Zip: M d-u Phone#: Are you an employer?.Check the appropriate box: T project re 4. am a general contractor and I �e of ect P 1 (required): 1.El I am a employer with I® 6. ®New construction employees(full and/or part-time).* have hired the sub-contractors listed on e attached . • 2.El I am a sole proprietor or partner- lid the sheet 7 Q Remode ' ship andhave 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 aad its 10.❑EIectrical repairs or additions officers have exercised their 11. Plumb' re ans or additions 3.❑ I am a homeowner doing all work ❑ � P right of exemption per MGL ` myself-[No workers comp. 12.❑Roof repairs. instrrance required_]t c.I52,§1(4),and we have no - ' employees.[No workers' 13.❑Other comp,insurance requaed..] *Any applicant that checks box A must also fill out the section below showing their W033 s'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hum outside co I must submit a new affidavit indicating such. tContractoa that check ibis box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have cmployem If the sub-contractors have employees,they mast provide then-workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy aid job site information. y Insurance Company Name: %Z(nAX R..0 tS CO R."C` A 4AWCr`'1 toe Policy#or Self-ins.Lic.#: (o'S L 60 tS o4Q Z 792SZ 1 L Expiration Date: ►r1��'t Job Site Address: 251 t11443 o, GC& , K1, city/StawZip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment as well as civil penalties in the fors.of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.-Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c under and p perjury that the information provided above is true and correct` Si Date: q l5 b Phone'# 'S OQ Official use only. Do•notwrite in this area to be completed by city or town offdaL Issukg 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#: f: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. . Pursuant to this statate,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more ofthe foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the ins-m-ince coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the woikers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cauy workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(ifnecessary)and under"Job Site Address"the applicant shouuld write"all locations in (cify or town)."A copy of the affidavit that has been officially stamped or marred by the city or town may be provided to the applicant as proof that a valid affidavit is on file fur future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (-e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hke to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax numiber. ` The Commonwealth of Massachusotts Departracat of Industrial Aoaideuta Oace of ImveWgatiojm 600 Washington Street Boston,MA 02111 Tel.#617-727-49OG ext 406 ar 1-$77 MASSAFE Revised 4-24-07 Fax#617-727-7749 wwwxaass.gov/dia DATE(MMIDDIYYYY) ACCORV CERTIFICATE OF LIABILITY INSURANCE ov08/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed: If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME:CT Rogers and Gray Processing FAX ROGERS &GRAY INSURANCE AGENCY, INC. PAC°ON o t: (508)398-7980 A/c No: E-MAIL il ma ro ers ra ADDRESS: C 9 9 Y•com 434 RT. 134 INSURERS AFFORDING COVERAGE NAIC If SOUTH DENNIS MA 02660 INSURERA: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B: ROGERS & MARNEY INC INSURERC: INSURER D: P O BOX 310 INSURER E: OSTERVILLE MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 22766 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. INSRi TYPEOFINSURANCE ADDLSUBR pOLICYNUMBER MM/DL'CD/YYYY MM/DDIYYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ 7'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ PRO ❑ LOC PRODUCTS-COMP/OP AGG $ JECT $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ FF_ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident _ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ i DED RETENTION$ $ WORKERS COMPENSATION STATUTE �RH /� AND EMPLOYERS'LIABILITY ---1 Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? I N/Al NIA NIA 6S60UB4977P25216 01/01/2016 01/01/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 I N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is requlred) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. i j This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. i CERTIFICATE HOLDER CANCELLATION r SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town ofBarnstable Bldg. Dept. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 f Daniel M.Crowley,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are.registered marks of ACORD ROGERS & MARNEY, INC. Subcontractor Workers Compensation Page 1 Insurance Policy Report System Date: 09-15-16 Vendor Name WC Insurance Co. Policy Period 231 BARGER MASONRY TRAVELERS INDEMNITY COMPANY. 02-28-2016 - 02-28-2017 6HUB0187N27916 234 BALANCE INC. FARM FAMILY CASUALTY INSURANCE 07-10-2016 - 07-10-2017 2001W7971 256 BAY COLONY CONCRETE FORMS, INC ACE EMPLOYERS ASSOCIATED INS. 03-31-2016 - 03-31-2017 WC-500-5013138-201 268 TIMOTHY D. BRENNAN TRAVELERS PROPERTY CASUALTY 03-07-2016 - 03-07-2017 7PJUB2E77221816 310 CAPE COD ALARM CO., INC. ASSOCIATED EMPLOYERS INSURANCE 09-01-2016 - 09-01-2017 WCC-500-5006433-2016A t - 371 COLONY INSULATION, INC. TRAVELERS INDEMNITY COMPANY OF 08-18-2016 - 08-18-2017 UB-OF89888-16 820 ELITE WOOD FLOORING INC HARTFORD UNDERWRITERS INSURANC 02-01-2016 - 02-01-2017 08WECEI0807 940 JOYCE LANDSCAPING, INC. HARTFORD UNDERWRITERS INSURANC ' 04-07-2016 - 04-07-2017 6S6OUB91624916 A 941 JUSTINO PAINTING, INC. NATIONAL GRANGE MUTUAL INSURAN 03-21-2016 - 03-21-2017 7PJUB9F56272916 1012 R&S LAFLEUR, LLC HARTFORD FIRE INSURANCE 07-09-2016 - 07-09-2017 08SBANX9573 1436 WAYNE PHIPPS FLOORING, INC. HARTFORD INSURANCE COMPANY 03-18-2016 - 03-18-2017 0BWECIV5926 1627 J.P. SMITH BUILDERS-INC. LM INSURANCE CORPORATION 12-14-2015 - 12-14-2016 WC5-31S-356892-025 1678 SPENCER HALLETT ACADIA INSURANCE 02-22-2016 - 02-22-2017 WCA508470013 1879 W. VERNON WHITELEY, INC. NATIONAL LIABILITY & FIRE INS 10-01-2015 - 10-01-2016 V9WC665702 r s' a Massachusetts Department of Public Safety 10fBoard of Building Regulations and Standards License: CS-102999 _}. 4 Construction Supervisor GARY J SOUZA Ar P.O.BOX 310 I `. OSTERVILLE MA 02.655 - Expiration: Commissioner 08/16/2018 r t— REScheck Software Version 4.6.2 Compliance Certificate Pro ect 160730-Hirsch �,`�,�� ®� t;54 7� Energy Code: 2012 IECC o ' Location: Centerville.(Barnstable), � gi0 .327� Construction Type: Single-family U Project Type: New Construction ; - Lgi �ar, Conditioned Floor Area: 4,497 ft2 n , Glazing Area 46% 1 UR f Climate Zone: _ 5. (6137 HDD) Permit Date: Permit Number:: Construction Site: Owner/Agent: Designer/Contractor:. 251 Nyes Neck Rd David M. Hirsch Eric Barden . Centerville, MA 02632 : 123 Pratt Ct Hamilton Building Services Providence, RI 02906_ 1115 NYS Route 222 (401)-751-2844 Cortland; NY 13045 cmhirsch55@grnail.com (888)787172232 ham ilton buildi ngservices.com . pff- compliance: 1.7%Better Than Code Maximum UA: 783 Your UA: 770. 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. Perimeter Typical Roof Ceiling: Raised or Energy Truss 1,988 38.0 0.0 0.025 50 Cathedral Roof Ceiling:Cathedral Ceiling 153 38.0;. 0.0 0.027 3 A18-350SRG Wasco Pinnacle: Metal Frame with Thermal Break:Double Pane 48 0.440 21 with Low-E Flat Roof Ceiling;Steel joist/Rafter,24"o.c.:2x10 311 38.0. 0.0 6.636. 11 First Floor Walls-8`-1-1/8" Height:Wood Frame, 16"D.C. 5.07 21.0 0.0 0.057 23 A4-DH3850(3 Units):Wood Frame:Double Pane with LoW-E 56 0.320 18 A5-DH2450:WoodFrame:Double Pane with Low-E 12 0.320 4. A7-CMT2046-2W(2 Units):Wood Frarne:Double Pane with Low-E.. 37 0.330, 12 . First Floor Walls' 9'-1-1/8'.' Height:Wood Frame, 16"o.c. 948 21.0 0.0 0.057 41 D1-HPI 6070: Glass 43 0.320 14 D2-HP13080: Glass 25 0.320 8 A1=DH.3856 (4 Units):Wood Frarne:Double Pane with Low-E 82 0.320 26 A2-DH2O56 (2 Units):Wood Frame:Double Pane with Low-E 23 0.330 8 A3-DH3046:Wood Frame:Double-Pane with Low-E 14 0.320 4 AS-DH3866:Wood Frame:Double Pane with Low-E 24 0.320 8 Project Title: 160730-Hirsch Report date: 09/01/16 Data filename: C:\Users\Owner\Dropbox (Hamilton)\Hamilton Building Services\Contract Page 1 of 2 FoldeNobs\160730-Hirsch\Project Plans\Seals\REScheck\160730-Hirsch-160831.rck r Assembly Gross Area Cavity Cont. Per meter A10-DHP3030:Wood Frame:Double Pane with Low-E 9 0.320 3 A17-1)1­11846:Wood Frame:Double Pane with Low-E 8 0.320 3 First Floor Walls-12'-1-1/8" Height:Wood Frame, 16"o.c. 1,112 21.0 0.0 0.057 35 D2-HPI 3080(2 Units):Glass 50 0.320 16 Al-DH3856 (7 Units):Wood Frame:Double Pane with Low-E 144 0.320 46 A6-DHP4.056/AWN4018(7 Units):Wood Frame:Double Pane with Low-E 204 0.320 65 All-3818 Transom (8 Units):Wood Frame:Double Pane with Low-E 51 0.320 16 Al2-4018 Transom (7 Units):Wood Frame:Double Pane with Low-E 48 0.320 15 Clear Story Walls-3'-0'Height:Wood Frame, 16"o.c. 216 21,0 6.0 0.057 9 All-3818 Transom(B Units):Wood Frame:Double Pane with Low-E 51 0.320 16 Basement-Wood Walk-out Wall:Wood Frame 1,285 21.0 0.0. 0.042 37 Wall height: 7.9' Depth below grade:7.9' Insulation depth: 7.9' D4-HPI 3070(2 Units):Glass 43 0.320 14. D5-6070 French Gliding Patio Door(2 Units):Glass 85 0.330 28 D1-HPI 6070: Glass 43 0.320 14 A13-DHP2834(5 Units):Wood Frarne:Double Pane with Low-E 46 0.320 15 A14-DHP4046/AWN4018(7 Units):Wood Frame:Double Pane with Low-E 176 0:320 56 A15-CMT2834:Wood Frame:Double Pane with tow-E 9 0.330 3 Basement-Masonry with 2x4 Furring: Solid Concrete or Masonry. 441 .13.0. 0.0 0.067 29 Wall height: 7.8' Depth below grade:5.5' Insulation depth: 7.8' A16-DHP2834 Vinyl:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.330 3 Basment-Masonry with Rigid Foam:Solid Concrete or Masonry 24 0.0 10.0 0.066 2 Wall height: 7.8' Depth below grade:6.0' Insulation depth: 7.8' Basement-Floor Rigid Foam:Slab-On-Grade:Unheated. 138 10.0 .0.684 94 Insulation depth: 4.0' 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 4.6.2 and to comply with the mandatory requirements listed in the Scheck Inspection Checklist. Name-Title Sign t re Date - Project Title: 160730-Hirsch Report date: 09/01/16 Data filename: C:\Users\Owner\Dropbox(Hamilton)\Hamilton Building Services\Contract Page 2 of 2. FoldeNobs\160730-Hirsch\Project Plans\Seals\REScheck\160730-Hirsch-160831.rck J REScheck Software Version 4.6.2 Compliance Certificate 01 Project 160730-Hirsch 0d ��a Energy Code: 2012 IECCo JAMES Rx Location: Centerville (Barnstable); FRANDS 2 I( fr Construction Type: Single-family � Project Type: New Construction n o \4 Conditioned Floor Area: 4,40 ft2 Glazing Area 46% *9UCTi1 AL Climate Zone: 5. (6137 HDD).' r Permit Date: Permit Number: - Construction Site: Owner/Agent Designer/Contractor:. 251 Nyes Neck Rd David M. Hirsch Eric Barden Centerville,MA 02632 123 Pratt Ct Hamiltom Building Services Providence, 11102906. 1115 NYS Route 222 (401)-751=2844 Cortland, NY 13045 cmhirsch55@gmail.c6m (888)-871-2232 hamiltonbuildingservices.com . . Compliance: 2.7%Better Than Code Maximum.UA: 783 Your UA: 770 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 PerimeterGross Area Cavity Cont. Assembly or, U-Factor UA Typical Roof Ceiling:,Raised or Energy Truss 11988 3.8.0 0.0 0.025 50 Cathedral Roof Ceiling: Cathedral Ceiling 153 38.0 0.0 0.027 3 A18-350SRG Wasco Pinnacle: Metal Frame with Thermal Break:Double Pane 48 0.440 21 with Low-E Flat Roof Ceiling:Steel joist/Rafter,24"o.c:2x10 311 38.0 0.0 0.036 11 First Floor Walls-8'-1-1/8" Height:Wood Frame, 16"D.C. 507 21.0 0,0 0.057 23 A4-DH3850(3 Units):Wood Frame:Double Pane with Low-E 56 0.320 18 A5-DH2450:Wood Frame:Double Pane with Low-E 12 0.320 4. A7-CMT2046-2W(2 Units):Wood Frame:Double Pane with Low-E 37 0.330 12 First Floor Walls-9`-1-1/8" Height:'Wood Frame, 16"o,C.. 948 21.0_ 0.0 0.051 41. D1-HPI 6070: Glass: 43 0.320 14 D2-HPI 3080:Glass 25 0.320 8 A17DH3856 (4 Units):Wood Frame:Double Pane with Low-E 82 0.320 M. A2-DH2O56 (2 Units):Wood Frame:Double Pane with Low-E 23 0.330 8 A3-DH3046:Wood Frame:Double Pane with Low-E 14 0.320 4 A8-DH3866:Wood Frame:Double Pane with Low-E 24 0.320 8- Project Title: 160730-Hirsch Report date: 09/01/16 Data filename: C;\Users\Owner\Dropbox (Hamilton)\Hamilton Building Services\Contract Page 1 of 2 Folderljobs\160730-Hirsch\Project Plans\Seals\RESchec.k\160730-Hirsch-160831.rck Gross Area Assembly or Cavity Cont. U-Factor UA A10-DHP3030:Wood Frame:Double Pane with Low-E 9 0.320 3 A17-DH1846:Wood Frame:Double Pane with Low-E 8 0.320 3 First Floor Walls-12'-1-1/8" Height:Wood Frame, 16"o.c. 1,112 21.0 . 0.0 0.057 35 D2-HPI 3080(2 Units): Glass 50 " 0.320 16 Al-DH3856(7 Units):Wood Frame:Double Pane with Low-E 144 0.320 46 A6-DHP4056/AWN4018 (7 Units):Wood Frame:Double Pane with Low-E 204 0.320 65 All-3818 Transom (8 Units):Wood Frame:Double Pane with Low-E 51 0.320 16 Al2-4018 Transom (7 Units):Wood Frame:Double Pane with Low-E 48 0.320 15 Clear Story Walls-T-0'Height:Wood Frame, 16"O.C. 216 21.0 0.0 0.057 9 All-3818 Transom (8 Units):Wood Frame:Double Pane with Low-E 51 0.320 16 Basement-Wood Walk-out Wall:Wood Frame 1,285 21.0 0.0 0.042 31 Wall height: 7.9' Depth below grade:7.9' Insulation depth: 7.9' D4-HPI 3070(2 Units):Glass 43 0.320. 14 D5-6070 French Gliding Patio Door(2 Units): Glass 85 0.330 28 DI-HPI 6070: Glass 43 0.320 14 A13-DHP2834(5 Units):Wood Frame:Double Pane with Low-E 46 .0.320 15 A14-DHP4046/AWN4018 (7 Units):Wood Frame:Double Pane with Low-E 176 0.320 56 A15-CMT2834:Wood Frame:Double Pane with Low-E 9 0.330 3 Basement-Masonry with 2x4 Furring:Solid Concrete or Masonry 441 13.0 0.0 0.067 29 Wall height: 7.8' Depth below grade: 5.5' Insulation depth: 7.8' A16-DHP2834 Vinyl:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.330 3 Basment-Masonry with Rigid Foam: Solid Concrete or Masonry 24 0.0 10.0 0.066 2 Wall height: 7.8' Depth below grade: 6.0' Insulation depth: 7.8' Basement-Floor Rigid Foam:Slab-On-Grade:Unheated 138 10.0 0.684 94 Insulation depth:4.0' 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 bee designed to meet the 2012 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed ' e REScheck Inspection Checklist. Name-Title Si ature Date Project Title: 160730-Hirsch Report date: 09/01/16 Data filename: C;\Users\Owne.r\Dropbox (Hamilton)\Hamilton Building Services\Contract Page 2 of 2 FoldeNobs\160730-Hirsch\Project Plans\Seals\REScheck\160730-Hirsch-160831.rck. i Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Co,ntractor Registration Registration: 164688 -mow = Type: Private Corporation Expiration: 10/30/2017 Tr# 272021 ROGERS AND MARNEY, INC. `w GARY SOUZA m - P.O. BOX 310 OSTERVILLE, MA 02655 fiy pdate Address and return card.Mark reason for change. �s SCA 1 20M-OS/11 Address Renewal Employment Lost Card ie Office of Consumer Affairs&Business Regulation License or registration valid for individul use only f OME IMPROVEMENT CONTRACTOR before the expiration date.•If found return to: ';Registration: •164688 Type: Office of Consumer Affairs and Business Regulation j -ems° 10 Park Plaza-Suite 5170 !` Expiration 10/3 7 Private Corporation �f`��0 r Boston,MA 02116 ROGERS AND MARNEY NC GARY SOUZA � '- 445 WEST BARNSTABLE., OSTERVILLE,MA 02655 ` Undersecretary Not val' witho signature I r i « HARNBTAHLE. . MA t679� Town of Barnstable � �,e� Ep" Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis.MA 02601 www.ti)wfl.barit,il:ablc.Ftia.us Office: 508-3624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder [, u OQ—.a.J q%t.4.CA k as Owner of the subject property hereby authorize Rogers and Marney Builders to.act on my behalf, in all matters relative to work authorized by this building permit application for: 2'Sl 1S 6,S uscltw— to, G6.�tLA'-G 1�1a (Address of Jab) t� 1 /16 Signarure of Owner bate Print Name If Property Owner 6 applying for permit,please complete the homeowners License Exemption Norm on the reverse side. - I 43 ; s.: _ Au..1. F,9 1. - i ..ts�..a•••;µ u;v:......c •tu,n:W-_.� e+ .a��..dp.. n5 2131.>3 TRUSTEE'S DEED Hope L. Hirsch, trustee of "THE IIOPE HIRSCH QUALIFIED PERSONAL RESIDENCE TRUST NO. 1" (a/k/a THE HOPE L. HIRSCH QUALIFIED PERSONAL RESIDENCE TRUST NO. 1.) dated May 15, 1996, by the powers conferred under Section IV of such trust and by every other power the trustee thereunto enabling, for consideration. paid and in consideration of less than One Dollar ($1), grants to Jamie E. Hirsch, Jeffrey A. Hirsch, and Andrew J. Hirsch, trustees of "THE HIRSCH FAMILY IRREVOCABLE TRUST - 201.2" dated December 20, 2012, all parties having a mailing address of123 Pratt St., Providence, RI 02906: That certain lot or parcel of land, with all the buildings and improvements located thereon, situated in Barnstable (Centerville), Barnstable County, Commonwealth of Massachusetts, more particularly bounded and described on Exhibit A attached hereto and made a part hereof. Meaning and intending to convey, and hereby conveying, the same premises conveyed to this grantor by deed dated May 15, 1996, and recorded. in the Barnstable County Registry of Deeds in Book 10215 at page 208. Grantor acknowledges that the interest conveyed herein is an undivided one-half(1/2) interest in.said premises. ' Recorded herewith is "Certificate of Trustee" pursuant to M.G.L. Chapter 184, Section 35. This conveyance is a. distribution from said trust for the benefit of the beneficiaries thereof and is without consideration;no transfer tax stamps are required. EXECUTED this � day of ;"': , 2013. THE HOPE HIRSCH QUALIFIED . PERSONAL RESIDENCE TRUST NO. 1 c�: By: cl/,� Hope -� - L. Hirsch, trustee 2 i STATE OF X-& COUNTY OF is etc. Date: rt j 3 2013 On this day before me, before me, the undersigned notary public, personally appeared the above named Hope L. Hirsch, trustee as aforesaid, who is personally known to me (or has provided satisfactory evidence of identification), to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose and acknowledged the foregoing instrument to be her free and act and deed in her capacity as.a:foresdid, before me, I&AVAJ fi Y `�T .t "� O Notary Public Yexpires:M commission . �._�."0��<��� 1 k4� Property Address: Grantee's Mailing Address: 1.23 Pratt St. Providence,RI02906 c. F EXHIBIT A Beginning at a point on the westerly sideline of. Neck Lane, a 30' private way as shown on a plan hereinafter referred to, as the northeasterly corner of the granted premises; thence South 0° 45' 00" East along the westerly sideline of the said Neck Lane for a distance of seventy-three and 00/100 (73.00) feet; South 71' 10' 00" West along the northwesterly sideline of land.now or formerly of Loomis S. Kinney, a. distance of three hundred twenty-two (322) feet more or less to the waters of Wequaquet Lake; Northwesterly, northerly, Westerly, southerly and northwesterly along said Wequaquet Lake to a point at the northwesterly corner of the granted premises at the intersection of the granted premises and. lake now or formerly of Barry J. Alperin; thence North 85' 30' 00" East along the southerly sideline of the said property of Barry J. Alperin, a distance of one hundred eighty-eight (188)feet more or less;thence North 39' 15' 00" East along the southeasterly sideline of land now or formerly of the said Barry J. Alperin, a distance of seventy-seven and 00/100 (77.00) feet; thence North 89' 15' 00" East along the southerly sideline of land now or formerly of the said Barry J. Alperin, a.distance of one hundred sixty-four and 00/100 (164.00) feet; and South 72' 45' 00" East along the southeasterly sideline of the land now or formerly of the said Ba.rry.J. Alperin, a distance of fifty and 00/100 (50.00) feet to the point of beginning. Containing an area of approximately 44,480 square feet and shown as LOT 1 on.a plan of land entitled "Subdivision Plan of. Land in Centerville (Barnstable) Mass. for Max Alperin, Scale: 1" = 30', Oct. 21, 1970, Barnstable Survey Consultants, Inc., 608 Main Street, West Yarmouth, Mass.", which plan is recorded with Barnstable County Registry of Deeds,Plan Book 243, Page 43. The above described premises are conveyed subject to a 20' right of way as shown on said plan and subject to and together with the benefit of all rights, rights of way, reservations and easements of record insofar as the same are in force and applicable. ARNSTAABLE REGISTRY OF DEEDS i 57 4.3I _ l CERTIFICATE OF TRUST Pursuant to the provisions of Section 35 of Chapter d18H of ethL Hirsch, trusteeral Laws f the Commonwealth of. Massachusetts, I, the undersigned p personal knowledge of the facts stated herein, and f oath and under tl is 20th day penalties having p perjury, do hereby depose and certify the following as 2012: ENCE TRUST 1. "THE HOPE HIRSCH QUALIFIED PERSON QUAL FIDD PERSONAL NO. 1" (which is also I<ncwi: as THE- cre t d by me,Ias grantor and as trustee (the RESIDENCE TRUST NO. 1). was f Trust dated May 15,1996 (the "Trust"); and "Trustee"),pursuant to Declaration o 2. The Trust is presently iri full force and effect, is irrevocable and may not amended or. revoked (and was not amended or revoked), ads not violate the current rule against perpetuities, and I am the sole Trustee thereof; 3, The Trustee has the power to perform do acres of teonl e Trustctsas Trustee without the consent,concurrence or direction of the bene the following is the exact 4. In addition to the geo the Trustee°nterdalia,r pursuant to the provisions of a lan u e of the powers granted Section.IV of the Trust: "13. To invest and reinvest either in real estate or personal property..." "Q. To execute and deliver all,deeds, mortgages and other documents to carry out any of the foregoing powers." 5. No term, p rovision or condition of the Trust derogates from the power of the Trustee to own or convey real property; and the provisions of said Section IV, the Trustee may execute and the 6. Pursuant to e P deliver any instrument and/or document and generally perform all things Tru stee determines to be necessary to effectuate the purpose l dothe u nc tssne e sadry to without limitation, the execution and delivery of any a the ac uisition,transfer and/or mortgaging of real estate held by the Trust; and effect q f if as a ied term of. the Trust has expired and will be tee b1e�County, 7. The spec 4 result of the conveyance of certain real property located in arras Massachusetts. lan�ua�of paragraph K of Section g. The following is the exact III o.the* 1 K. Ace fi of rti 'cate the. Trustee shall he conclusive evidence to all persons and for all purposes of the facts statedions in such u hoce action e, taken p an decisions respect to any trust hereunder, y hereunder by any person, and the identity of the Trustee then in office." I in m capacity.,as Trustee, am authorized and have the Ipoff Section VI of ull power to 9. Y exe :ute this Certificate Pur5u" to the provisions of said pa g p the Trust. IN WITN ESS WHEREOF, I have executed t11is Certificate of Trust as of the date first written above. ji ope Hirsch,Trustee STATE OF Date: * 'I J ,2013 COUNTY OF ' day before me, the undersigned notary public, personally ll knowneared the to me or On this y above named Hope L. Hirsch, trustee f identification, to be personally pe as a rson whose name he has provided satisfactory evidencme that •T d on the receding or attached document, an dked the forego to g instrument signed P ,� q signed it voluntarily for its stated purpose and acknowledged °�;�,�,.�....s„ m to be her free and act and deed,before me 4 i..; ry Public Nota �,. 13 1 ...► My commission expires: (seat$ a 5A5N5"�ASLE REGI5�RY Of DEEDS Assessor's Office Ost floor MaD151;2 Lot d d J Permit# GonservaEion Office Oth floor Date Issued IQI27lqV Board of Health Ord floor zg� d Z - Engineering Dept. Ord floor) House# f rd S �EPTIC S � YS BE Planning Dept. (1st floor/School Admin. MISTALLE® 1 Bldg.): WITH _ Definitive Plan Approved by Planning Board 19 O � L �� AND (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) TOWN OF BARNSTABLE Building Permit Application Pro'ect Street Address Villa e a U Fire District Owner Address 771 ` Telephone C ),�23, � V. 0 Dq/mil Permit Reguest: -� ��- l v Zoning District VD Flood Plain � Water Protection Lot Size Grandfathered Zoning Board of Appeals Authorization (� � Recorded Current Use i,), ) ry Proposed Use Construction Type EaistinQ Information Dwelling T Single Family Two family Multi-family Age of structure ` Basement type Historic House Finished Old King's Highway Unfinished Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air l Fireplaces Garage: Detached �( - Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name jVVIIIhagwhone number r Address License# Home Improvement Contractor Worker's Compensation # w 0—, t � NEW CONSTRUCTION OR ADDITIONS"REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL.BE TAKEN TO Proiect Cost ,If Fee SIGNATURE DATE Lo 4 BUILDING PERMIT ENIED FOR THE FOLLOWING REASON(S) BPERM T I FOR OFFICE USE ON2.Y ADDRESS 251. Nyes Neck Road VILLAGE —Centerville f F e OWNER David & Hope Hirsch DATE OF INSPECTION:, FOUNDATION t t J'g, I Q INSULATION # 'FIREPLACE ELECTRICAL: ROUGH FINAL ~PLUMBING: ROUGH FINAL i GAS: i ROUGH FINAL , I FINAL BUILDING: DATE CLOSED'OU r- ASSOCIATE;PLAN NO..' •. G ,g ...,'v••,�. �wro.n.wrc. SOIL +4AVlk* A SON SOIL b`1..RZN6, CAFoV.4 -.� STC l�A-L -IV--M -n4r L-.( PAC"O X 4, RZavlt)� o;e St AND 4 CCAT or L Co '477vc�.LE� MA•S�;G ALLD+tiMOPQ[x�F11xICT Aj AC1iIC, WALLS $F�IDJa e �P�JvIOP 4x (o P'T, SIL.L5 ,AT Aid. "i)WDATIN1 AA"S . a rRGVItT_ i/f' G.0 V4,li t AI�K1 i�C SC�L75 AT- d-O^ o-C MAa AT Aj_ 9LI s, 7• ft�vi .4 coWC sLA3 W/ oXb•i,roxi:mW 9, vEiZIGA( �111t1LCtRAC:*. C'oµs�✓l.-1'yl/ A -C-HI7'EcT ¢G�Fr�l�DI1Jb 7,o,WALL F.L?�T 106 Le. ce tiaousioN f� Ro0aw G+�pINC�gN iA mot.► CTaR. ✓SE MP-TAL AN GL05 s a s oar-Tr-el. Ar i d,o:e- :. (OR 'Siaa4te sh%,r"e m-xwcrm,lstt FOOF GOtJ1�i�C(1CJI.1 a}T pcst�'T TD I�tTiaz PA U . ' 2 rlOµ OF GLU1.k4 ems:F,trrS -= AT 1liC N CEO L� , �v� �AT It,"o,lt y�1 (—` �. •- ?ix =-- ._. _ r V.L. ; it sFs Zx4ATidta I, +i w BGt'!c I-p. lt5 Cfb--1100Jf61� YWWOtT(VE 1 N FLYNIDj� 5"T.YI �. T,O.qu 6orA TL fb�lvvAoK 1MMMw00 .... r- i mil•.. BLZv 41r,,p. a 5 RB-9n s a ax ti" tilN/(6••` .. 6 �7 SEGT1 ON A-A scs,x.�. I I41� 1 -0 2 C FTc, y r ly:; n. MAI W s* 71 •. 44 l d 4 71011( 444 fwE , >z w r - Wip";TterSW mn`� T PT id ti u r 1 ' ION(TVZW) Aj.rGr�,'Ab �Q L1.Grl IT FI x _�;EL.! ROOF FK&AHj N G PLAN mxo.:u r_I:�ep-6u rj ao TAN_ ;�rra.�.: f�•a .cX uui ILELEV.AT T.o FO n 4T' 4 i oaAc Low ---� 9 I 0�ya2AGE 97 .,., of -a A' N z a°C Odle t rE SL �.A ck. ccMfIA cT E.V 4eAVE"- .s I .1L.L..S 1-4"TovVAR{?7 6WZG�SR_ I p l4 0 ca,i �o'-e• i I I a a>' � a L- ,W ?P AT Fi QA*F- P OZS7 _•PROP T, F0%;W0 12 iw THIGKelW j I CGAL►J�C RE aAc--s r 2 1-o '5�AA, I-AC:�SAta; — — —� - b d., � AALL I-q' 9'-fo"M;O. I'-U� �t'-!o" M,o. `FOUNDAT101,1 PLAf�I; I v:t ouc AP2G1L _ •o' a Fm�,- 4 fl bi - 4 v., ` Y • 4 T'wooe IJGt{ t+l�I.1 cmaLvsb 3CLew(smoo H PW,FLYWA W TNiuc WWL vo4E-MM) I' a a1 c 1 c}°x'`►¢OVEQ}IEPO GODR - 010X 0O EA EAD vooa? e .: - ro4•SErJrs o�p�L.9s.w/ Io4 es 9 Lr v' t16C or >v.t l l S L Fxt A— UK 1N e Y'v Fz } qqt 6 h t { s r < . . # !r tii �: �,,. tx <}r 3. �,� RYA , hr�'h1 4 r- _. F '^t x axr3•'`'it�����..— , aC 4 77, '^��. .4 b t y •p'Y. d3" ''-`{ 1 5 i ♦ z $ E� t ` NoR EH NEST':E1:. VA -011 e,m4ALr'ft��SHUJyr t ixO,tx 3 SAYE 12 i{ fv^ -'A t Al 117.7 p ct R�•�O`(�HE� L17G� .� t. �►X�GI.Slati SOUTHEAST ,TON. , a 4,44J-E;:,r'W =:ir_o! l• f ► Vic' "� �\ _. �� � _ I �� �� SAL, � � `• =` ' -. w•� "�YSa b' +�9� TOPOGRAPHIC PLAN OF LAND . i LOCATED IN BARNSTABLE — CENTERVILLE - MASS. •' ? PREPARED FOR HOPE LINDAHIRSCH 6 BARRY ALPERIN •� e._ r ` 3 AN O dOB9 SCALE.' FT s puR FILE N0.193BA GATE' APR.B.1- y N.a. NO.D-3B ORANN BY:.OCS CAPE 6 ISLANDS ENGINEERING 133 FALMOUTH ROAD- SUITE RE k MASHPEE-MASS. t 8/12 ROOF PITCH ��Cade: 6/12 ROOF PITCH �— MA State Building Lode,Bth Edition(2009IRC) _ o 8•EAVES Town of Centerville 2 :wKE BOARDS Barbstabk County.MA '' 5•EXP.wrmE CEDAR Ew Top Of Window 5NAKES smmis.PVC � : Lands CORNER BOARDS AND 3 Second Gust wind :120 MPH B FRIEZE BOARDS � (Exposure To a - P Of Wall Roof:25 PSF Ground Snow Load(65L)bead load 10 PSF Bottom Orord,10 PSF TopO o d Top Of Window STOW w�s NotBy <� 1st Floor:40 PSF Live Load,12 PSF bead Load(L/460 Total load Deflection)) Soil Pressure:2000 PSF Top Of Wall WINDOWS ARE Top Of Wall - ANDERSEN E•SERaE5 _ carmfi" Top Of Window 4'•PVC TRIM AT ' General Nobs: '� WINDOWS AND All barrawans Are to Fromirg. rm \ Dooas d Al;Exterior Door Exits Preswned To Be At Grade. SQUARE POLY Vent AB Kitdwi And Bath Fars To Exterior 7 COLVAWS AT FRONT All Smoke Detectors Are To Be Irderconni In Accodorce To State Aid Lord Lodes PORCH Floors. � \ U-7/r Wood I-Joists With 3/4'High Perforran US O.S.B.Sob-Flo irg Sued A Noilei Top Of 1st Floor - Walls 2x6 Ext.Wags 16.OC studs W/Lre(5)-p y Plywood shw*rg(Minimmn tx8 Header) Top of Foundati 20 Lit.Walls 16'OC Studs Top Of Wmdow Roof: _ 24'OL Spaced Trusses-B'Ovr2fmng-Rakes Bomds-12'Raised Eiwgy Heal FRONT ELEVATION SCALE:d•c 1•4)` Top Of .uwncowsuov.Txo°ocos.uaEE-senEsar.rmsFxi - - - Basement Slab - wnaruMa�e•w3RweurERusT eE w,�nrrwnE°wnu.raoTau - .. . I - w.crm°..slN Eum�aaumoez PATT°°r cueore+cix+ - - — ' - Of.UIY STE➢QI PRRrFOUr Be L'NOTTR DKE®e1.6waE�N roe - - PPWSENTMCKoar-.G re­unws W a• allilV Q m How LU LEFTELEVATION. rciVr'11 E{.CVA 1iON Aeoccr nn[: - SCALE:p c l'-0• r RETRDIIN6 w.0 As - SCALE: 1'.0• NEarss.arrEa puaE TRwi 3[lE-0ESTGNED - - - Hirsch • - ar aT„ees - STPS rDiRPA°E Hamilton Building Services SMOKE DET RS REVIEWED 251 Nyes Neck Rd Centerville,MA BARNSTABLE BUILDINGdEPT. DATE ' Square Footage: First floor: . 2452 S.R. Total: 4497 S.F. Elevations FIRE DEPARTMENT DATE Lower floor:. 2045 S.F. BOTH SIGNATURES ARE REQUIRED FOR PERMITING Storag/Utilty 424 S.F. IUDo R T PROJECT NO: 160730 . SSTE WNSTRYCrED t 9_ sTPs�PraE REAR ELEVATION zt `gT-EPs��,4 SCALE:+"=1'O' .DWG NO A-1 �*1-B n - a tl/ ' '-9• ,-21 1'-7 - '71 11 1' 1.41 '-g • - ?� P.T.pEq( Al2 AB0 PANNE Al2 ABOVE Al2 ABOVE Al2 ABOVE _ . � - �J' 3 I s[rE caumucTED _ .S�-.pt (((����A� -• e.A S•iBS Ra 6nADE L F . -- - • a ill _ _ t @ SITMO AREA `At(D A10 AT FAll Al -Al All ABOVE A11 ABOVE A11 ABOVE ' ABOVE A11 ABOVE: . I A5 HEADER SCHEDULE: - 6 . - 2.6 EXT..WALL 6 2.6 INT.BEARING WALL 12•TO 4'-6•=(3)2x8'a n !. _ y m•y-•_ Q ¢� , 4•-7-TO 8'-6•=(3)2x10'a W-7'TO 12'4=(3)2x12'.a •. - 3 2.4 EXT WALL 6 2x41NT.BEARING WALL - m8 MASTER BEDROOM OFFICE Q 3 LiV"AREA D71AMB AREA 12w TO 4'4r=(2)2x8•s 4'-1;TO 6.4=(2)2x10'a 1�®,��r��' ems�, ((� 2 6'-P TO 9'-0'=(2)2x12'a . 4-.y ¢ .. g. �I G+'C.>'C.l•.4-eQl-bc. - / �` Q _,` • E� . '"�'• e�y gypp(( 2x46ARA6E WALLS - •. - 1r TO 10'-6'c(2)PLY'S 9-1/4•LVL a .. 10'- 47•TO 14'4=(2)PLY'S 11-7/8•LVC 14'-1'T037' =(2)PLY•S 14•LVL ABOVE EUBOVE IA�f ABOVE 267o ABOVE MABOVE 2x6 GARAGE WALLS -} -" e- ,.. § ___ _____ - a Y I�TAIOID.Y.WALL Al NELFSSAQY N= NNN 7r TO 12'4=(3)PlY'59-1/4•LVL �:..--m>,,,,,,;:..� - - 6 ------ Honig S r.. ------- ------ s:com>:�r. ---�- 3 - 1 KK - 32'-3'TO 17'4=(3)PLY'S 11-7/8•LVL _ 0 • 'ALL HEADERS ARE TYPICAL UNLESS SPECIFICALLY NOTED OTHERWISE - c +,J° « WALK_ZN �r a CLOSET , I Q i vwmY r _ ..,. )T1FRAMIN6 PLANSPROVIOED FOR CONSTRUCTION. V _ pp Aar ' - BATH. r-- Eterior __---_3r----- -----J '"7 O a „ A17 x V. Sheothur '-6 — ,.- - suletion Sepce _ s, • Additionof Structural � � eZ I - . + Support as Needed.. eg« eli4 \ / - 6 {. 1-127l2TOENomPam:: —...— ,;, •apes � - IF TYPICAL HEADER DETAIL �'. " _ _ o Alm aP Q�[nE �� Iffff CO _ __ 1y� .• Y¢ 12r J ZOlO D� TEI� --2II7(HDBL p¢@ CY S „ N o - Hirsch r, _ �...xx� 2670 ,camr:ua. � aaxc Hamilton 2470 - � " Hamil Building Services PRCtA1d �,a� 251 Nyes Neck Rd ® i 2 A2m Alm Alm . j FIRST FLOOR PLAN Centerville,MA COVERED P.T.pCft _ �i ity SCALE:}'c 1'-0' suoaE OEIECfOR ®Cn oETE[TaR • [NNM� ilk. ,� aPex Feenga: oallpR orRm: feOl/br. 2Nt aF.. TOM:H9)SF.' 37725 .aF. First Floor Plan '.. �)C, �A `W - CFD.Va61E'W.i:9'-IM(9'-.1{•e.G 1Y-r,f-.b NnedmFE:J . Da AfLp�W.a[E WITH aiATEAM LACALCOOES R 7/I2A6 '-_� ' - ♦ > 15185� R -- � J ALL WO.pOWl ANp PATGD D004s N1E F56�¢S BY MpEASHJ r '-11 '-1 '.2� i 9.•9a•�.-3.-4 3 7_. ..1 sxnW1 er. "`2 naatuTEs wRoow rElTS Ea+EumoEsvonF�Evuwnor+ PROJECT NO: •---� 1'd m]MIGIElwR.DOWC10N.ADlS,F�xf91�rAA5! 160730 - . 72' - - FIDBUCESWLL9E suwFKnxED:.rESTED. - LINED AND LAFEIED 3N ALLmDANLE W1iHUL�. B TAUJRD OIIBIlroBE STAID GII3O6 E5 TOEErOCAIED stiG.t�.Vq.1®NAFa ana BAKf�n nLurwAiraNrusraE wov[0® " - AA MSTALL®i8t:6.ws.cncE-s x-g upYE ODSF OF IaEwos u1E To sEwulEn w•oc.as lfss AFm oYEa sTAvu.um wnwuro , DWG NO - - A6 SPFmTGT[p1l4O]'Sro A[8(pgt9LRCiFD a{OeiNATAr ep MRDE 1MAN tY iAOM EAW flID6T¢ PiWIDFAAIIIIiWIIfMtFYEI " ` '- QDMFLY W1TI p1e�S1YY S1®E4VDOPASl TiY0.dt WII.9,1@Y1G6AMIIx11.0i11F W9M w41: W10 fO0iWtlF5,lS MEAAAEC _ - P➢EYADII6iWE5. Ai 3TAa1514FACE - A-2 - - - - �2a8 T • .. , ' r-----__-- _G'__�OFa ABGVF p___.____-_ O^ •F �� . n' J n AT A14 A141 A1;41— A14 A14�� 01 BeWiE ni e F . �..�' v„Ewnn rAemswas ATT65{F11E1. _ , ,QQ rosk�As,nosF■u�sFaR r'ig �-$ '" C@ pill 2670 70 i . . • •. - l , - `. ' • . '.- ` '.P! - '(O-S N-7-'-I A%'-±�n Fr '�;'"--�•Ja 0 BATH ' - l0'- �A',�IA- �y•I�•II ��1�'r.• -..;n5Fr�y1A10El�Y—rl/A`rALpYlioi GI-r�Nk�ITF-.ISoNC.R eO O N'rA,prSLLlE w ASN/."+0 E-,FE 26 �iT m E•({s OrA C2sNaIy Y6IprT7AlR0 _ 1570-081 °`e 0•-s{7DO[l-ANR w1-BR—E r>S0ti E S—w--O5 FTaw 11- r,Ror1O_u1—.4.—N ot6-r,.s1�tw.Y A-•-mNawAa O Endro.srIF-®Ew e tTD,laU6-,N IAR`T1AScLLe WwA°OY-AtNsaII' w.Ed9a�.A�r}Y.moW.�V�anF M�ELL w/�Ot.Or.ouS'FII�u TO.FFI R Yww`FTaT wHAF WOFErMIWM fYGa)DNMI A.RW"OA.wTLLuW A Tf,wLLSa0IioI MA — tv64e mo/mw R(�FFnoE EWtRrvEmr.,s owrEA•Ew W'xA•S nAa„t�N'U�3IAN,Ii IM�A LII�I 5 b 6I a- NM 6<s ro-- �'^rw5•eLL[•NaAr5UR_O tMo1ATE"ROUEPEssf:ES1.NGEv FP}Qw•TEa••A FTrwA•rA_EEx LOm rSswWm1rtQ D w'w a:E-au0JaRrro.'AoowA o-uWOouoAoE-eUrEwToI+N4 ERcNAoEo o s[/OEawEE eEeOcrTa rRIIe SwtoF.m+tFrsExnIRAs6Fur®�/�sAw.6k Hpra soFspEFro5rv/oF+n imeKEsTan1Orm�ErEoaESFRJOa%NE a oTwa EawsPsN ErIs®tlspR B YiwE Ima SFwHvwOaEE clu,EACTx1poRa - sQ H' °aYF^nFxw Por[¢- •C Bf,7,/I:vtO .LnHU. :CiItim r s+I-c h G -� amilton Building Services CL: • VTnX"ROOM Neck R= —d251 Nyess = Centerville,MA Lower x' 7• LOWER FOR PAN Floor Plan 72' � OEOm 012 S R pRO,ffCTN0 aA R OQS AFE F-EDRS OOOGIgE5 MA5URED 160730 ATSTe DM NOIS {macy1 ' _ - q_3 F Door Schedule Window Schedule Label Size Qty R.O. Manufacturer Remarks Jamb Size Clear Opening Vent Area Visible Glass Egress DI WIM 2 6'-0)rxr-0x AIA N 6Jwl.& Label Size QtY• R.O. Manufacturer D2 FzJ Opening 1Vt 3080 - 5 3'-r%e'-0!r AM— 6J4•Jao6s - Wthxlk;g ma") (69 FrJ F59 • D3 2868 W-FD I 2'-7X6'-9)F Th—T. 69(o'Mdd1.b5 f '. Al .. DN36560 ll 3'4)r X5'4)r Mdvw .6Ya'Ja#6s 39){#'x2r 7D7 10 Ye - . p6 N31070 2 - 3'-r%T-0)r AMmm�. .. 6J(o•JaMs -. ' A2...- DIQO'k0 -2'. 2'-0Yi'XS'fiY1 - AMmrn 69(s'7®6h 19)•x 2r - 3.71 6.11 W D5 60M F..h Sift Foib 2 6'-0wxr-03r AM— 6VJambs A3 - Wi3016 - - 1 3'-0)rXI'-6Y1 And— Ov'Idhs 31)wxzr 4.73 SA6 hb yy�: _ 16787nvi. 1 rr.r-r fY.S.W lmm'rS ig /)•JmBs A4' emm 3 3'-01r X5'-0)r -.A.J s 6 hMM 39)Wx8 5J9 935 6b 2WDtmos 1 2':xT-r 11;sasd L,eamr s..g 6Y(#'Joobt _ AS WOW Y4lr%5'-0!r And— 6WJm61 23)V-2y 116 710 z6mLaviw 7 2.8xT-r W.S.WUWkr5�q 4$V JaeM 7 1'-0 xi-2 A tw 63(o'Jmbs 12Wx5W L73 18.99 Pb A6 "4WAWN4=0 )f' )F (AMMMh) (AWN CM attars) 3 rr,r.r 1 Y.5obd ffimtawiw Lda(or 5wg 6if#'Jmbs -- - 7BWLAvs - 2 2'->Dxr-3' •1 Y'5.id3mMiw5,ug 13{,JaMs „ - •. .;,�A7 OIIT2066.2Wm _ '. : " 1'-0)r%Ifi)r AMrr,m 691o'Jaels.' 13�r �6. �u�a0 160 pLlMwbr 1 ]'2)rxT-r tY,Solid lnlaiw 5�ug IJ(o'Jaahx AS 0N3866 'I 3-0!r%6 b1r AMwwA 62fo'Jar6s 393{o'x 34 9.19 1717 Yu .. 207006t Iwwiw 1 1'.2)rxT-r IN.solid ln#wiw 5wq IJ(o']:aDs- • 3 A9 OM424 J r4)rxi'4)r Adw 69(Z065- FDIIDIMT- FD®IRIIT 3115 lb 2/70P."bw 2 1'8xr4)r IY.•5ohd LdwQ.Podx1 4)W:ams • Adl di3D30' 2 3-0)I'%3-0)f' AMvsrn 61{o'Ja#Dd _ FD�D U6IIT FD®UIIT sdl N, -. ffimhwAe#Daw �1- S'-Px T•IYe' I�'SoSd Litaiw WeJL•Jan6s AU' 3818TaAh60A 16 ..3'A1r X1''8)r • Ad 69(,'JaAs FDOUNIT FJ SAWT LU hb , 1 � `' � AI2 10182iAHSW3 7 .4"-0lr%1'-0)r AMrnen - 67(C Ja#o6s F'DIEDUNIT FDfED 1lQT '. 3J3 M r. . ;..y;..., - 29M h6d Dow 2 S'�Px74Y1 1 Y•Solid Ldwbr pom 17yJad, ^' " • A13. DIMM 5 2'-8)7%3'4)r Ad— 6Y{e'j m -'FOOD UdT. .FIXED tKT 5.73 No •. .. `2870Fedd Dow 1 5Y.7"4W I Y,Said W.N.Fodd 61So'Jaabs_. - 12 •xSW L73 1581, - AN pilpylAWNMIBm 7 1'-0Y#'%6'•2)f' �AMMmx 6J6'Jas�s IAwlalhl-. 01 AM RAoa#sl No rAn0 D00+5 AxE E-SE➢IES BY ANI)@SEN W/6ASLLE4 SFTWEEH 6u55. . _ AS aMTi636 m 1• 2-a)rx3•4)$' Andvtm 631#'ranb mg{,':3334'' 614 iu •hb ' 1 2-0'X3I AMami 6X Jad FD®IXdT F7XED IMrtT 5A6 !b AM. - ... -.. - D{i7931YDJ1Lm W Job. )Vx2r x #, '' •:•., .f r-. ' s• -'». .' - _ue -0a00FUhU x Wosm F6mdo ' 6s+#mtwdaidgo ..FID�L T� MSUKT »/•28- - M _ - A' `"� ' - # W AhA)E>tSEN W/NIDI.ES BETN4EN6U55 � - WIIJDOWS AAEE SERZES ,a ,. • a . a . ; + RD TES WastOw MEETS EGRE.=WS FOR E—nON. # EU55 - i rg2TA]NS TFiMiEIED , - INDIfiTES waaow y , V. 4 O A4 A5 _ Di D2 ®- D5" Al AZgill , LL11 _ - • ,� • ' ,< � �„ a ,. , - :_ y• Ali - .wawv.�® � o - . ., � ,- • All - Al2 o6r,,,��..ae� /,.. A10 IrSC r O Hamilton Building Services • r , I ' • vEa#sm'Ews� ' L . _ �i' , Ao � .. / + ..1 ,» ; ... '. • wu[Cr laclllx g- Ny 251 es Neck Rd - nTnA,row - • 1 Centerville, w;,Ma,E,OwM.E.ta.M , MA - ora.N,AuoEx.du#.auaoEsvra#n.,ro.a • _ • � , ­doT: • a Windows and Exterior Doors/Roof Detail A13 A15 A16 ���oF 7f2916 PROJECT NO: r A14 ' 160730 OWC NO 1O .ROOF DETAIL A-4 Srnle:1=1/8 - soar a-e n• WALL TYPE LEGEND: 33'-W 24'-W 4-0 FOUNDATION WALL W FOUNDATION WALL'B' - OIBdD ATE ON�----FOONDATION WALL'B' FOUNDATION WALLA' FauNOARON wALL'A' t_-___-_-__!_'_ IO} I CQ� e•oawEncw.mF EFawmnnwwAu }p __ toil wi xe•Ar WNmAwsFaoT»a T-E �. FOIMATIONw r CO M F _ Lwvn u•safoTUE �i1� POUiED NaETE OIAAATTAP WALL '� YM 4r.BELOW , ' �® W/M'ar[ONTWAUS FOOTING wOE(1rf.A) � rooE NE)A DowN e•a eaow - ♦�� " TOP OF FOUIDATION WALL' ro AO:NT WOOD WA11[-0NT WNL � '•G foumARON MALL•r r PpMED WNOD:TEfQAAARQP WAIL ® W/M'•rCONTp41W5fOOTOE • � � r \\� ' roof NElD Dow++e•a ee.ow TOP OfaAAATIONPTf TAIl' wAU'A' - '.4}� a B •"4 IPORELEYATOQ PERDEB' - founmATTgNwALL•D(RErAIwNGw ) 2• 2• - - - - - - - - - - - - _ Ot . MIN.B'POIpED CONaEIE fOUAARON W.W. - "'aB'COMTDAgUSfOOT2NG ro of IELD Dorm BEiOw TOP OF FOUNDA—WALLA• DEFErmlxer wax ssTEGRAce - . WALL DEST9ED AND C-0NKl1exOIED ( ' I - - - - -. - - - - - - , A S2TE PER SITE O]NDZRONS \ , - - - - Sg SAD-A POP ® _ I .S.MM r RiSI SUATION I � �FOR aroSSED AREAA.s `R�s om-M; I I FERIMETBI wIe3E TwoFAsue 1 �` .RN :§ iD BSI+ Z i uwln I-OFMADE I I g sab-IR. MDP6.:1,1.03 I i ( 1 I I�R'?�� awrm:noas - - aairomDR�ma _j t-1• T . DETAIL A — - wD. :vFE x.wooD wAuaur wuL ` i 14'- 'ti I '11 t'-1 3 BASEMENT "2- ��J j. JI 4r.TRIGID FOAM OLRAA, �vALefT1a I ( I - 1 wmrtBanumrw.R J 6' � aE1.OwmuOIETE sua AT I . I m I�_ J . reD.rETER wNERE rofasL.0 BASEMB4T 1 ExTEwFaoTTNG m-P.TrurE(s> .mrc MAB(TeooPsil m I � `"� -�-_sswnPm+4e•OFMADE I rWND.sw(is0oP5p L-__-r I I FOR DEa s;.P1wT 1}}- �= - --------------- - w/RTvaoNEMBvr ! 1 war.ro•soNo-TuaE - m i°"0E v ID PDAr>HrlArtw < I I I J f��`\l -a� ewa ParvAFanoAR10811MOEa i . ,4 ® MIN.b'BBDW �mrD�wmaxnErt RA °.r 3 �< I raOFeASEreersAessrocE < I. f GUDE(TrP.sJ < I � Pa1MWaw:ERE ro.DP NAB §� 1 I•g s I - 1�"®��; B '$ T'r eaow TwafaxmARa+wAu'A• I b:'�I _ _ 3 4 DFwoE 1 Z FDua.TxwwAM Y• "k' I ` b 1 • � I e•PowED WwcRETE FOIAWRON WAus !!+Z - fRRmDacEIE PaAe,RDN w,u c 1 = I �1. � wiu.w DwPTnuousfooraass 1 I '•'O� IW4.717 LOA I xT IMTx® MDl® MM® MTNK,M•. O05j ' 1 W/m-ro)FooT M - rasr Faoro4s PosTFooTac w(�z1Tm�MAREBM I .RMA DEBAR• W/m.NREwB W/moANRT UR I w/STEEL Posh ABOVE w/ if sTET3 PasTS AsvFE w/sTEePDsn AawE w/sTEa xxsn AeOYE 7'1 '-3 - 1'- g .§ _ I _I_ LL _4= _ _ _ 1 1 II - - rosnm� 1"2 TO BE DETERMD'1ED PER �2 1 -I Ritrn aFEe 1 '1 A 1, -r - _ aa.remi SITE COLarTIONS - - DETAIL B I _�_I __ (D r.VlLMEu _ 1 _ ® ® ! �'I 4 — — _ _ _ _ L MIFL Ba.sa.Ir Ima ia.Ia.xr -J J 1 PosrFaoTaaG PosT FDOTnPG €g I $ w/mm wRE9AR w/mm+A RELW nuimdnm _ - 0 POST FoorDas MIN® W/STEH POSTS ABOPE W/SIEflPOSriAWPE p)1tY MJnrBrBw - - ]EF OET �.fm �I 1 r - - - - - - - - -' - ^- 3� _ a[rAam(G wAU AS FrcEswr �� '� I E„ w/mm«oEeAR Posy Fomaa _ r .� - ,T - . < ^ I w/sTEFI POSTS ABOYE w/sTE8 Po5T5AWYE 1 T-11 2'-2 PEP MADE TD BE SITU-DESIGNED ppgg - _ _ _ I I- 11- I - I RMy'l f ANDCONSTRucTED er OTHRS $Si g §o €� 'f I 1.- _ J) _ FMUDRO.® jII ' °''oFTA.` ' - 668� V Yg mxrxwws^Fa.a W.u. L• o•-u}• a - - - - - - - - - - CF_ R E PMTPiIr Ee Rw E-`k " L - --------- - = 5 • f M1>W ARO 1 b roar.awaxwrs0 ; I ( \/'�I c>$ r - - - - - - - - - - - I I rDa® IL J IDll'-0}' BI I w/s TSPoswE 19'-T lip w•IJ RJ A wZ k' sEVAraB.R a s: I / I FosTF°°TDs m1laa romnMaramrwAl I $ U <c B. n\ wim<MA BERM it r:mrrm 11 1 II i I ._. _ _ _ 1 wi STEEL Posh AROrE - 1 '�� I- �p :DRNDATxaIw,1 C I - w Faoms I 1 TIMwrtlrr roTez< - - - - - - - - - III amm 1w r,( I� Posr FooTIBx I �. w/STEEL ros,5 AROYE I _ I Mom II O L _ - -3-._ _1 - 221E Ivquo asARANM J C•_ l_ I A - DETAIL C I _ ^� TM,m TOPOFWALL )-REBARs raF I �6a wi sTEa POsn ABOVE Hirsch I I MALL ). - I I - I R I I j _ I I,_O„ FOOTDe6 - I - - - - - - --a - '- - - - - BASEMENT MwX 4•-0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6•_3 Hamilton Building CONC.FOOTING I Services MTK M'SONPTME �•A.r I - . ' MIN.Ar BaoW " STEP FOOTING DETAIL • GRADE(TW.nn uuTloL 4•- SEE A7 FOR IZO MPH WIND ZONE REQUIREMENTS _______'Ea,' ------- 1) 251 Nyes Neck Rd z r 3 FOUNDATION PLAN Centerville,MA 72• ALE:i'"t*.(r mnTDNs DF SIEIT. SLLB 405NGIJlP OINERPgR0ATR1 Ml1El1 OFA6EOlELP000AL EVAWATEON,FOOT06 DESIGN QDING1 r r-D'(TO BOTroM OF FLOOR JOISTS ABOVE) SYSTEY,SEE INNOFAOTIREAB S3EC5 S110NN ASSUMES A MROMUM SOIZD BEAAIIPG WACIIY OF 9L P.T.WALL PIA P1� AA -' 2AW PSF BASED ON TABIF PAOL.I AND SOII TYPE566E, rPOLMEDNNOIETE FOIAOATION WALL /E NWy AG 6P.5w.5P.5Y.5L.GM OR Gt(FROM TA91,E W05.,)SNOIAD pREBM NDRIIONYALB i.•DL Foundation Plan WNOWALL `�•�'i�' W MB AMNOCTI I�d.i�BOLTS - _ T[OfEpNOTEGiG ON SNODISAF DBF WO.RE T .BLLS RRMEw NRO HTRRERQOIIAIDLEwD4 ArT OWLO. ST MILLS A(.D EOGTigNS wiIN BAEANpsD BAGliiy,) rTN xv.Iv COPnaRPous MALL fOoraPGs wi mEA.Prs amAR WNmAPws P alb T14;Tu1E OF WNSTRurnora MTNxa.M GALVANTaDANonR Bnrswe•o aN aNT6xrAuruM �-�- �� ANpgRSOLTBAAF b41I A wATERPROOFOR pAMPAROOf BASEMENT WALLSREFOIE BAR x.BP.T.DT R.An$W/STLLSEAIAFD SECOIAiUEb TOMMSTNAED �. .�,J�g.�� FIILINE AFID WOVmEAr ROIAW PERFORATED MAENAGE P6E O}IEL PT.MTES ATM'OOD WALDCUT AS pFTADED _ _.- ATANIrMIM6 a0 AT TIM BASE OF THE FOOTINB COYFAED WfT1 PTLTFRfABRIC STEEL SUWORT 105T5 A51tl1C-0 BEFORE wBTAIINGTIEWIIL%ATE.R6 A -O,C.WONNO P' BE AM POO�TSDESAREro BE ,cco 1NW(t)BOL15 NECESSARI'ro NOT U4YOQOIt TIE CONO roMARiTAIN DRAWAGE TO DAnDGNTOq OTHER LOCw1r 'POST PAD SIZES KETOBE AS NOTED OnPWP .. � AwmrED METHOD BITUMDVOUS DAMPR100FD16 PROJECT NO worE lExcxx of WALLPUIE.ONE 84T PROPER BI)E$OINItEGIIBE OEO®fiY P]LTERfABPKOYBIr P6KORAlED dUd TIIE T •`� : TOSE.MWIE-1Z MEASWNG DMD'aWS ON(AMLLSNTLL BE . . . . . CRIWEIE DESTGNSTRE}L1N roeE SGW PSI MI+I DO AS RTSREOOMMEIAEDTNAT WIRE MESH.FTBDWETE. 1_F E�:iJ>CK 160730 FROM TIE CIITDAOf PLATE EOlAl 1NE NWxPIAR YlIST BE F6TN{m PRESMIDED BY TANS PAOii.WI.TIREOPFOOlEA1BJT AS 010TNEP PE080ALEMEM BE 0.AL®INODNOtETE PARS. 272E BOBISOIMfE AN)IFVEL. . y gEFERTO MBS PLW ODB4mN3 11 PROAOE I?AM6PACE AT FNOS AIA ALONG WITH SAW QITS WP4RE DUELED APwOPRIAR- '}� n0� (O 4 DOROifg1QY0U15oE EOGEOC FgMAIION. SD60FMOW OFOER.IREBIEH SN86 9�-1 iQ y,' . AS IhCESS1RY.NOW51a6AlE FAT _ >HU GxsTG`HV/•Z�• CONC WAlL6 APE BARFLY BIAT CpRETNYIEVII AT INE IW ACC�fABLE IRIDMEFA50FGMOER. CTDRAL DWG NO SURFACE.rt61MP0R1AM lONBTALL THE SBLffAIwAMTM wAU PUB.rtsAlso BnoRTAxrroosrAU THE wALLPUrE awmmrosrt AlAN.raN BFFAD+G SOWIff NlDIEVEL IT WYBE NECFSSNa T05AM UAER WALL SEE PGUTAAMI PIANFW A_5 TIE WALL PlAlE151B4 NOT BY MBBI 9LL PUTS OETA6 GPWiPWDET 60E GeAFA POLTWI OEIIB Framing Notes: ,. ,Roof FrmNoaor y,mn,q .. ^ 6enenol Ldo Tmt on R— c..�ro(to�ea+n:n.mwrEa,�are.s+.�umeendea�yr W411P6irJTiePlatesWillBe Supplied Field imtion rMAa�i,>r i��ror�. b��«�,,, AWWOCtiftwiftS r National Design 5pecif ications(NDS) ` Poo,daroH.mRaRaiyseoo�l,�so+ar. . Field FnomingOf All Raked(Angled)Is Required,MateriolToBeStipplied urw0d.—Nita uMwm.rsndoex�o.esnmsR�esm.IP.mncosa . Leave Spm For Expmision/Cantradion Between All Panel Edger smyrAieax�maaR.sem.Re9eaal.TF.s HNMMRmys•,:nAm.+we�a+risao .e..r.wu�,e.aoWn.o.ba -. . n.,also..F.rNaF,.wm+uaaA.r.c+eraosvm.F.rar�.rermcs.a�Moua Grade F F. < F. F. F.1 Ex1Q °566jj�rrara�„Ixromv.EMeRdeet% ed4. • •4082 �em.3�sema MowQ - - 1 u aa.Nq.na�nawMvs.�4Aaw,onba s.n e.vw.e Aye r..ul rMa+de adB,Roe.sem.Aoox64T.Ao<ynacem.+�Bawas�t.ewn.n�amraAwwn. .unm'sEw.mvDrn.Am��swsr�o��r..enwiw:o.aK Am�wonw'rre..mAewn. 'LS Boa INwI _ 8 am no o. Isis Flor _a—eiig Cede Pox Sh th4: cq� '- LVL&I.. I-ield VA M5 215 750 2510 Lv uw.onsme.Fie.Aba.f.r<fAma�emarow:,en.s,AymMeRy�sgrsm�3•r>ne - - - ME.ew FerWkd Tgb.3lxd. • tSI 746 MA%W056&WA Nokd Te Fmoq WA N mAN Y a Edge Miss Aeel7ad RAxmrdiA. ". rNAau4ahlvvaerrigA.IWn4evd4 wa95Ao0rbt Fxovd 2EMd lOtaupcx'dl.bdNdn io&M 50,0I.Wen ORMwa 40d : 5pea.N3M�. - No.Utb2 8r5 45D - 135 425 II0 IA 41i Ibelpw101arh SM VdIhIDBbk3 Web.dairANeAevegwew. • SbpcME.eJaxw Aad Rn SlbwRrpxdWrTolk f6orJM FmMy. - - - Ret�PvNd A.MdR.M1limebdre,A,Rxen On6wided wit RxA.R- � WARNING ,i � sa,..sa.efr Sad 6R - 3w IS 4n T25. 12 "'NwF.r�9a MC.—t1%Re P-fliA/' arlx Fill Canxsrar.WoJlwaibee Su:rn a.r.3hodded fanim.RodmigawAxdraA Bmriq Wdb,Bmm,d H4ndvf bSl.s On Bw:ded Dedi RagR. - y vNxew .ro,Fme.To,q�.r�.�rm,am�.o „•• DO NOT CUT,DRILL OR ALTER TRUSSES '_ + DO NOT USE DAMAGED TRUSSES cc - moar.�.nw4a awn wxoana.e.wa - - - . - 4lERWO.�eAIPUSBWWt�1e�0pbB1E4N.0•'••:0 - . - M1b IY.IMw.�•b�.b•Yeem:aJea�O� - _ ICE AND WATER SHIELD— • TO EXTEND IN FROM EDGE .. - . + OF ROOF TO A POINT 24'IN - - - - _ FROM INT.FACE OF EXT.WALL •. '" - - .s AS MEASURED HORIZONTALLY { : 'A 2'MINIMUM AIR SPACE MUST BE MAINTAINED BETWEEN THE ROOF SHEATHING AND INSULATION 6TYP . , ROOF?CONSTRUCTION GAF RIDGE VENT - .. ' - GAF TIMBERLIINE HD SHINGLES .. x HURRICANE CLIPS w GAF TIGICE A D W IRNDERLIELD ;`. . GAF ICE MID WATER SHIELD {. . WEAVES .. 12. V M-PLY PLYWOOD SHEATHING W/H-CLIPS RAZE BOARDS /i - FLASHING_. - . .. r. - •. B. ` ALVAtJQED DRIP EDGE W/STARTER SHINGLE .. - .. - .. _ 12 PVC 4. _ "D .. 6�`TRUSSES @ 24"O. ,VENTED PVC soFFrr + _ • _ - \ FLAT ROOF.SARI PVC FLAT ROOF _ _ - 1 PER MANUFACTURER ' .. M - .. - W/WHITE ROOFING ME BERANE ON FORIrFEE TA ONLY •_ _ T Of Plate 1st Floor OIL , III— M / MIN.It B CEILING tlNSUI.ATION - _ R L�.1 �J j -i - - VAPOR BARRIER SIDE iE - - a DRYWALL.. - R-1 ER INSULATION n 2 WALL CONSTRUCTION a TYP. EXTERIO R WALL CONS UCTION r TO Of Plate 1 st Floor - (RECOMMENDED DUE 1n 2Y O.C.SPACING) - .'W/INTERIOR WARM SIDE « 81i :.. .' ,_ - • .. , .. - -I)2'WOOD&Jour'.. ./SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES ' VAPOR BARRIER p " Top Of Plate 1st-Floor - � • Fur aooF FMARNfi a-n WALL INSULATION wi INTERIOR WARM SIDE VAPOR BARRIER �•> SEA(5T PLRY PLYWOOD WALL SHEATHING,,, t. •. _ _ _ ABLE 30 LB.ASPHALT FELT EXTERIOR HOUSE WRAP - o_ •'. r ' - �. - (�— _ _ - i ""'�I _ - --Y EXP05URYWITECEDAR SHAIE SIDING _§ @` �•_ti'mG - j�I 3 T� sk _'2' - PVC TRIM'COMPONENTS PA MY i OFFICE € o ELEVATOR �i s G < SHAFT Ill lii ELEVATOR BY OTHERS I-JOISTS , - - 'TO BE INSTALLED PER - I- • 3K'HI-PERFORMANCE _ _ Or ^ u - MANUFACTURES (._ — J) 058 T6G SUBFLOOR Top Of 1st Floor sPECIFrcATtoNs ANo ——————— — IS TO COMPLY WITH A —— - ALL NECESSARY _:— • • , + Top Of Foundation Wall P.T.DECK JOISTS PREVAILING CODES. • I i E- — — -- — PTD(IZI • - - - (3}P1.Y 9-U2• DRYWALL 3� • GRADE i LVL BEAM Hirsch .. GRADE STARTS A MIN 8' 4 l 1 STEEL BEYOND BEDROOM I �{' �� .I BEDROOM#3 I %' • - mn.. BELOW TOP OFCONMETE I o I (Tw ?I :�{ -; 'AND I5TO SLOPE AMIN. _ , ' _ J Building ^ 6'DOWNINTHEFIRSTIO' A-,�3 4'Pl ^ ) _ (. I E=i I WY WARM SIDE' 1 I • - HnmlltOnBufldff>g ,A AWAY FROM HOUSE 'Fa• �I' gj _ - VAPOR BARRIER' i t V�I f i Services MIN.16.50NO-TUBE r .. MIN.48'BELOW GRADE . _ I I • e maecT enutna Bottom Of Basement Slab § i`i GRADE 251 Nyes Neck Rd OIL Bottom Of Elevator Pit Slab- 6MI.POLY n VAPOR BARRIER' 68'i 2'RIGID FOAM INULATIori s a Centerville,MA r CRUSHED STONE BED POST FOOTING POST FOOT046 BELOW CONCRETE SLAB AT. . .. . - (SIZE PER RAM (SIZE PER PLAN) PERIMETER WHERE TOP OF SLAB 4 p I merows s Saar: ,. .OVER CRUSHED OVER CRUSHED IS WITHIN 48'OF GRADE ymf I e - - MIN.Zr`10R�F�TEA .v SSTOWBED STONE BED i - Cross Section (2)Ea 05 REBAR CONTINUOUS OVER CRUSHED STONE ..- CROSS SE PSON A—A y L . - MIN.IV SONO-TUBE . FOOTING DRAINAGE 15 TO BE - MIN.48'BELOW GRADE ' TO DAYLIGHT OR PER LOCALLY SCALE:%Bx'=V-Ox - - n -• a'a 8/3V16 N---=—+�--�--1 APPROVED SUMP OR OTHER. ° MINIMUM OF AB'BELOW GRADE MUST BE MAINTAINED ON ALL FOOTINGS 8"POURED COWCRETE FOUNDATION WALL ." ..IN ACCORDANCE TO STATE AND LOCAL CODES.RATIO OF RISE OVER RUN f g <.. OF ANY STEP IN FOOTER IS NOT TO EXCEED 1:2. , W POURED CONE FOUNDATION WALL SL 'r" PROJECT NO: 04 REBAR HORIZONTAL @ 2P O.C. dd Eli >Y w1 GRADE SHOWN IS FOR REPRESENTATION ONLY . #5 REBAR VERTICAL @ AV O.C. i. NR S 16073� AND MAY VARY PER SITE CONDITIONS, :-MIN.20'x 10'CONTINUOUS WALL FOOTINGS W/(2)EA.05 REBAR CONTINUOUS c • - - MIN.10'.W GALVANIZED ANCHOR BOLTS @ 6'4r ON CENTER MAXIMUM 2 x 8 P.T.DECK PLATE W/SIL SEAL AND SECOND 2 x 6 PLATE 9;,IJ ` �•��y� (3)-2X6P.T.PLATES AT WOOD WALK-OUT AS DETAILED . DWG NO SEE A7 FOR SZO MPH wI+P`aD ZONE REQUIR ME11`a P S POST PAD SII S ARE TO BE AS NOTED ON PLAN BEAM POCKETS ARE TO BE AS NOTED ON FLAN ^A—L BITUMINOUS DAMP PROOFING I \ V : +.. FILTER FABRIC OVER 4•PERFORATED DRAIN TILE(DRAIN TO DAYLIGHT) ! 120 MPH WIND ZONE BRACING AND STRAPPING DETAILS*'`** Tiw2.aatra;MADW sdMma ' 120 MPH Wind Zone Infor rmfion: Oa • oor ro emtww�Wilk The latest Eedian a Taw wood franca Cwafri.tmn M,..d-1zo NPN-E>Wesuw a '- rtde ro(me fo Wood Carttt,vicebn in Nyh WiM Artm Far Qe 6 Two-fmNM ML"ogf.(Giq Rmided) /,t'/��/�' - _ • FW Verity All&dstbg SHe Caditiero Prior To The Start O/Connr«tmA DberepxaA Shetdd Be Pwsed On Te Hwniian "..81oddrig to Rehr(T004te111op 2-Bd 2-/0d Of V10fW •—�I O" BuIdus Se.vir_Imrcdiatdy. Ron BoBff1 to Reftor MmWdod) 2-180 3_,Gd Goo wild H—t WWaq Se ssr Assuoss Fb Respunlbilify For Arty O—ges.Errors.0.0.00ns.Or Devitt a BY The Owwer Or Cantr«tar,Eithe bnneimd Or Aaide.nl - - EP • CpMnrfion ShnR Be Of The Hghest Qtdity Of Wabrelfhp.All Wag P—b Shill Be Pk"Ad Tne All Cawreinm ,TaPPYloadaeilfaadlmla,(iip�4raYd)f �.�.'+ Still Be Altus, Sewn A ending To Aeceptod Caah«Han Methods Or As Sp¢died IN tW Th,Fro idrd PkTh.a Ad/Or T fiDsdlD BDd�'` 4 L,Css--_?'t* 'tt�, 0—i whoa Code. 1laadar m KsyN _ dK - • AB MemMrrShall Be Fiwad,Airhoed.Turd Ad Brand As To Achk The S,,-, And Rigidity Nece Fw The r Psp.n Fen WNeh Rust Arc urd. Joist to Rio T Plaa a Gbd. ..1 4.Bd 4•tOd PQ� TYp.ROOF CONSTRUCTION Top (TmaOo�(FV- Q ••••Proper Fosteeing Of All C Iertlw Is The Rnpemibility Of The Fidd Conhator.Hamilton Wldba SIM w Gbd*V to Jdd(TOD004 2-Bd 2-10d aNh atl -tooth war Is hot ResPon*ibls Or Liobk For FINure To Apply Cam f 1-diction Roam w,tn.•'•' - Sbdap a,SO RTOR Rro(TOWI81110d) S1Bd 4.189 emb DbCk nma0n fsrmstrs Ledger SbWO094aea Gbdw(Fam4m@aM 3_160 1-ted a"0112 - Joist m Ledger In Bom(Towsimbi) 3-Rd 3_100 Raw mii«f car s�"rT..a,a vmx�. . Band MIR OR.ab1(TddAdbd)(Ftp.14) 3,115d 4-116d Pa J" - Bsed Joist OD 1111 of TOP Rao(11100-10)(F4 14) 2-/41d 3.1Bd Par Loaf Wood SlTu:f"Parsons _ relwa a Dm0 specod Lip to 18'Oa Bd 10d S•advDfrbsid - WALL TO FOUNDATION r�taa or to®rprrood mot te'oe Bd Rod 4•adga/4•5W CONNECTION METHOD Babb-~roammeon Dun,cabSPbteo4odtag Bd tad G.odptr ram 9"seam rake era n V� dsbucMal Bd :0d B•iedga/e•bold oudaotwo ne�ros®e w mow¢ Bede ottlmta lramnbottm ttl balmrd btidm ad 10d f'adp14•Gold - reaj/,t&iolg',:, - sa<t¢isffesuo asr-, stmroaT nAw:o Wood Much"Pemb - I�_esr Gwin[wrm,wf sv.smu. Much Romp op to 2,r 6e. Bd.. ,00 S•,odpa/,Z•Ban _ most..«o- ass seararwy , F_ttsw.uanw.wwr.mans - ��me IX aid 2&W TBwbmd PVOi Bids _ Tadpo/r Ooltl ttpmw.w.eur.« u.ture l2•Gypsum Wabowd Sd GOMM red)pfilrfidd. - - err&aAarow err«es woarN•osnm ..6 _ . . rf�aiaaofiAasauw - - Wend 9trismrr Patab - - TYP.EXTERIOR WALL C4NLSTRIKTIQI. .. - - �• 1'mlass - Bd 10d B'adpo 11Z'6a10 em f.rf.taa w,tuim-oe r . dtat l' fOd 18d. '8'arba/B•bdd rsoctamo**anMa.v:wuam wMsme rrmewwm� . __.. ... erne mwsus.asamc C-onion rot W-11 pp rmip.6 aed 16~idopba aw Paai0f4 dr4®O trdSbaF Ap_ossws. - .. . y i Ndb.Yafa•amarar 4sat ��aie 4ea.ft.son psAn.Setulb dfWw,ret g - L.. •�.�'L�i.'j`L'I-�__�d't�•14@ arivr..r�fs/.rbip rwre�f.a®sU:aJah..447,w arf�arr..iY.pdiie. ri..smra i s•r.�,ewmy. wall pawl aonstwetlm aarpudeFastf.nets br use in 120 AaPH Wild Berrie. The use of(3 ea6.131 der a 3- «re e.eob.ys.a snw+ �# M 1 t/W Walk, ii.as,r the toped bouom to raumrsttwroPt+iebaa 2e6 aradsad2of the erg me nalb toyed boaartforow 2.l walls. �«� �b / ( �,•• Sheathing b fMened theft womnad verdo0y by to tB V and In'c,t—,1.3/4•kug,168aw slzples It 3•on Wnte _ d a nurddreperinweerofthedrcatkWemweRastheedaesolmn di ad 6'on«nler in[M fieb o/MesheaMva. �w i5!� Theuse ofthe abovestaple,b a 120 MPH aid tote we sunidentforth tiathroeto dtA'Nth11Q io ids Drones wan q fnming that preside a 16'OC swdspaWg ma - fiaS�ie IY ie`S .^e.R.w1B0aW0 On,*Milian Y it o' pa7o0b2 - - 4sw0 STRAPPING DETAIL OF r` wNP1r.4o�bd s 6ABLE END TRUSS ASSEMBLY , ^ p�yW� P.T.PORCH HOLD DOWN DETAIL` R�oon r.1'CawnmMi Lsamsd ilbel prAW 2ytar71 . brad ot 6'4r O.c Two or CediN Joist '(spawns F ao.Nldl BpaObp - .w 2'IOd Nmb 6obk Ed Truss PORCH BEAMS ARE TO BE SECURED TO CONCRETE FOUNDATION BELOW BY BEING -f0-Bd Noih - lealud BOLTED TO THE SAME 2.6 STUDS WIQCH S 1' alwa ARE STRAPPED DOWN AND AROUND BOLTED ' Figwe Ti ftaa•I•Ibi�ft6lb 6Airw05[W lsptlafs8 SILL PLATE USING 36" AlSTA36 STEEL STRAPS wr,acr attr: 6ypsm Bawd t ln� .AS SNOWN IN WALL DETAIL °° ft" YX4•Black rw Hirsch to milt 9rsa brats with 4-I0d twib - ?Y.rrt AT PORCH BEAMS HURRICANE CLIDS#HIO- 2-W Npf or block BE SECTIRED TO 7R1/53 AND BEAM aurh WITH(Otf:7 NAILS AT FVERY H(X.E IN 206a9cStry � STESPLATEPRormED Hamilton Building (Outside of Shwthutg) 10.12d No Ill.11W Tom _ - . S*Stop t 9) Elwell Studs ■ Tap Ran.Dmbk tap pW=sha11 be pt i&W a dr tap of PORCH BEAM IS TO BE SECURED TO Services all..feria said tiller.Tar dwmk pat=shell—lop id twists aid at i000s eltiova with other esterim a 4.4 P.T.POSTS W/COLUMN CAP . imaior a walls(See FW-12).Dwbte top plates anal be hap-spUced-M end jdas oKue io CC3 FASTENERS) ERS)(ZIN COATED HARDWARE AND a«a,da-with the minimum reaaumtmle liven its Lob 6(See Fr1me 13). (sALV.FASTENERS)BY SIMPSON(OR OTHER AS ' mo6r reGirre __ MAY BE REC)t1D1ED BY EN6I4EER) _ - ROLM 12 .fba.11 ,��Lim � � P P.T.POST TO BE SECURED TO 4.4 - 251 Nyes Neck Rd Tnp Bata baiaseft a" Rip RAF. DECK SUPPORT W/ST2115 STRAPS(2—)(ZINC COATED . :(-'- HARDWARE AND 6ALV.FASTENERS) - ,'. °a tF OR OTHER AS MAY BE REQUIRED BY ENGINEER Centerville,MA TEM H-.10 SIMPSON HURRICANE CLIP - "' �.y MORE THAN TEND 1TH 2'BOVPDEa Aw iL�DsuRFACE wxtofrs a ai¢r. AS SPECIFIED IN TRUSS LAYOUT I 12O MPH YY1ND 4.4 P.T DECK SLPPORTIS TO BE BOLTED AND SECURED 04"SONG TUBES USING POST NOTES DETAILS BASE ABA44(OR OTHER AS MAY BE II H t4b L4raglii SPECIFIED BY E7J6I4EER) H10 - a / . P Tadrfl Tip R66pMar i-?`-` :...... WALL �� r � pfi 0fR25 � PROJECT NO: C I ' EybNn�r .12 T..,18 20,e 2a 28. ffi a38e MF.'.-^-.g0.;1�.60 70. .'BII - o 'a SECURED THROUGH EXTERIOR STRUCTURAL SHEATHING - ,r,,�e r 1�. 160730 OF EXTERIOR WALL INTO TOP PLATES W/10d NAILS. -Y 2 ?•_ t 6 B B NP NP MP NP, NP NP NP "CUP " Icd'�a INTO BOTH SIDES OF TRUSS AT EXT BEARING POINT ON 4:7xk4i 4 6 7 B 10 12 14 18 t4P IW NP ' WALL WITH MIN Bd NAILS IN EACH HOLE PROVIDED :r:•'% 4 B 7 B 10 12 14 18 ffi 24 NP NP DWG NO REFER TO TRUSS SEAL DOCUMENTATION FOR a: " a 6 7 e m 12 14 /6 ZD M 28 ffi _� REQUIRED TRUSS TIE DOWN HARDWARE. NP-No Pwodnd - }"Plywood Sheathing 5.25x11.86 PSL ll m - (3)2x8 Cwkiresxu Header - `•(3)2x8[oMiwe Nmder • ^ _ ` SrrTZNG AREA 3 (3)2.8 C fthn Nender - '(3)2x8 Cm ti o Hmdv - 1.WiINlraapltTa¢IY OiFM rM�� y • , • .. 7 a ` .r.amsatinorr - - • ,�i » §Fx11.88 PA Bran SIBS r@WApE 5.25x5.25 PSL Post ,. �� � Basement Level (10)This Level .� 1 F foils Laid.—(3)Fly Zx8 H—Id (3)RO s e 8'AFF C-ft—(3)Piy 2.8 M.&,(2)RO's a 8'AFF' - F C-il—(3)Ply Neadv(2)RO'.s a 12'AFF Z 2 .:. All OFFICE BEORO.t5T91 OH :i 8{ Q t LIVV*AREA M DII.@Yr AREA x ®asa .. �. �r,x•aauseow. � cW�y 'r�n..ea.J.'+r � y9y9y9y _. .. , .. - awry .. .• _ At-m— DWG mwm�.. � Hirsc}'Ply.wd Slrathi�4 TAis wall Far SM This side --------- ------rrx r--r __------CM M0.S.ERHamilton Building L ----j pServices PANTRY251 Nyes Neck Rd - Centerville,MA L �: - Wall Shear 5.25x5.25 PSL Post "�`� � � Details (!0)This Levelx.+xva.sGUEST ROOMSimpson HDU8 SD52 2470ENTRY BTN - PROJECT NO: 14 160730 7 NO 4111 (3)Ply 2xt0 H—Id (2)Ro's C tiC. A—O . COVERED P.T_CMn v N D 14tpI11,- P dwt PEls Net QI) J-3 4G-OD-00 11 7/ WI4LVL 1 3/,x11 7/6 1 2 - -1=2. -40-0D-00 11 i/8'WI 40 � 1 18 . 3-3 26-00-00 11 7/8'WI 40 1 9 . J-4 24-00.00 11 7/8'WI 40 1 6 b J-5' 22-00-00 11 7/8'WI 40 1 18 �/ - J-6 20-00.00 11718'W340 1 2 .-91iA1 • .7 10-00-00 11 7/8-WI 40 1 21 - ' 3-0000 2x8 SPF N0.2 1 3 E . I" 36-00-00 (71-2.0E LVL 1 y4x9 1R 3 3 1-9 32-OD-00 GP lam 2.0E LVL 1 3/Ix9 IR 3 3 1}12 20-00-00 ci Mm 2.OE LVL 1 3/4x9 1R 3 3 - 0-10- 22-00-00 GP I=2.0E LVL 1 3/4x11.7/8 2 - 2 B-13 16-00.00 (T{4m 2.0E LVL]3/Ox11 7/8 2' 2 • �� t r B-11" 6-00-00 GP lam 2.OE LVL 1 3/4xi1 718 1 1 617 _ 6.00-00 (�{em 2.0E LVL 1 3/4ri1)/8 2 2CID 6-19 6-00.00 GP lam 2.0E LVI 1 3/4x11 71 3 3 • 8-14- 4-00-W GP lam 2.0E LW 314x11 7/8 2 2 . 6.18 24-00-OD _GP Lam 2.DE LVL 13/4x18 4 4 6-20 _ '25-00-00 5 1/4'x 11 7/8'2.0E Parallam®PSI 1 I , ,i 8-21 10-00-OD 5 1/4'x 11 7/8'2.0E PaMkm0 PSI 1 3 e-22 10-00-W 5 1/4'x 11 7/8''2ME PareMmO PSI 1 I RZ 38-W-W GPAb-`SMnp wm Baac411/OXII 7/8 1 1 - w -00 m2 32-00 GP REmStrap Rim 6a d I I/8x 11 7/8 1 1 - F11 26-00-00- 11 7/8'WI 40 1 1 - F32 20-00-00 11 7/8'W140 1 1 F33 16-W-W 11 7/8•W1 40 • '1 1 FM 4-W-00 11 7/8-W140 1 1 phn3 38-00-00 _7 3/4'x I1 711.55E Thn5a5traM®IS L I I - Rl 4 33-00-M 1 3/4•x 11 7/r 1.SSE nmberStrmW®LSL 1 I wm5 9-00-00 1 3/4•x 11 7/8'1.55E nmb r5tran00➢1SL I I wm6 s-OD-00 1 A x 31 7/8'1.55E TlmaerStrarW®ISI 1 9 wm7 S-00-00 1 3/4'x 11 7/8'I.SSE Tlmoer5trmtl®LSL 2 2' wme 6-W-W 2x85PF Nn-2 FJS 3-W-00 20 W No.2 1 2 - mi - 50-00g0 11 7/8•WI 40 .. 1 1. k• Bk2 4-00-00 1 3/4•x 11 7/8'I.SSE nmlxaS &LSL 2 z - - . .. SB7 11-15 2x4 SPF No.2 1 2 - 583 11-15 2.6 SPF W.2 1 4a - - d. - -8.14 Web Sdffi (117/8'WI 40) 1 86 Post-10 t7-W-00 5 1/4'x 5 1/4'1=BE Pa2Mm4l)PSI 1 1 • " I PO -" ..47-00-00 • 5 1/4'x 5 1/4'1.8E Pa2Mm6 PSL I 1 - PO -2 7-00-W 5 1/4'x 5 114.1.8E Pam.tl ®PSI I 3 - - Pos1-3 7-00-W 5'1/4'>c 5 1/4.1.8E Parallem®PSI 1 1 P_,T 7-00.00 5 114•.x 5 1/4'1.8E Pm lam®PSL n 1 1 • ' POSt-5 7-00-00 5 1/4•x 5 I/4'1.8E PM11-M PSL 1 1 .. - Post-6, 7-00-00. 5 1/4•x S 1/4'1.8E PaMMm®PSI 1 I y' 'Post-7 - 7-M-00 '5 1/4'x S 1/4'.I.SE PamMmO PSL 3. '1• r.' r .. - e -00.00 5 1/4'x S 1/4'1.8E Paml amg PSL ' Post-9 7-00-00' 5 1/4'x 5 1/4•I.BE Pa211am®PSL I 1 Pb 1-7-02-00' 8.00-00 S-08 x S-08 Generic Material 1 11 # r •.. r a r' _ 6-00 x 6-00 Generic Ma[erbl� _ 1 -1 Post-a-31-10 ..7-0D-00� . 3/4'4.8 O5B 1. _81 • - a _ JU PbtID largN Pmaua PMs. N.QtT Myp W - - - 3-1 124)0-00 91/2•W140 1 9 U o • _ - 1-2 B-00-00- 91/2'W340 1 16 J-3: 4-00-OD •9 IR'WI 40 1 12 ' - _ - • Bb GPtm 2V x9 1/2 2 2-W Lam2.0E 13 6-2 6-00- x9 wr rmn¢ 2 2 "v ° - -B-5 44)0-W GP Lam 2.0E LVL 1 3/4x9 1R 1 1 6-23 25-00-00 5 1/4'x 11 7/8'2.0E P-Ha PSL 1 1 m er " 8_24 11-00-00 5 1/4'x 11 7/8'2.0E Damn. PSL 1 1 > 'B•2S 11-00-00 5 1/4•x 11 7/8'2.0E PmaMrr�PSL 1 1 v B< '-16-00.00 2x10 SPF No.2 1 3 3 s 6-3 6-00-M 2x10 SPF No.2 3 3 - 8d 6-00-W 2.10 SPF No.2 3 3 xvuc u�m g - 6-OB Web Stlff n (9 IR'WI 40) 1 30 - _ - Pmt-12 ID-00-00 5 114'x S 1/,•1.8E Par.-S PSI I I - Post-13 10-06W S 1/4'x 5 I/4.1,8E Pala- PSL I I opocR nRF: S -la IO-0b00 5 1/4'x 5 1/4'1.8E Mrella�OP PSL I I PoSt-35 10-00-00 -5 1/4'x 5 1/4'1.8E Parallam0 PSL 1 1 Hirsch • r P t-16 10-00-00 5 1/48 x S 1/4'1.8E ParWI-0 PSL I I 10-00-00 S 1/a•x 5 1/4•I.BE ParelNm®PSL I I • - rf - Past-20 10-00-00 5 1/4'x 5 1/4'1.8E Parallem(D • - - POR-21 10-00-00 5 1/4'x 5 1/4'1.8E Para) G PSI I I Pos[-18 9-W-OlI 51/4•x51/4.1.BE...M®PSL 1 3 �flamilton Building Pr t-19 8-00-W 5 1/4•x'5 1/,'1.8E Par ft a PSI 1 1 • - Wpm Post-I 9-00-M. 5 1/4'x r 1.8E Pemilam®PSL I 1 = Services • - _ - 8-00-00 2x6 SPF N0.2SB 1 1 3/4.4x8 O 1 13 LLL 251 Nyes.Neck Rd Faa Centerville,MA Floor&Roof Fq Layout w 9/2/20I6 jsury--gimrz*} FBNL B al lid .725 PROJECT N0: _ � 160730 r f 2 7 2 Roof La Out DWG No Seals Buffer Zone Calculations Area Calculations �. 1 OVERLAY DISTRICT: Legend •t = 1 Existing Upland Lot Area = 45,516 S.F. "�i''� r 161 id (Building) ;N 0-50' = 101 SFGP - Groundwater Protection District r p Nyes =.-" �C.p " � ' 493 SF (Deck) Proposed Lot Coverage = 4,089 S.F. (91) FLOOD ZONE: Deciduous Tree pt j d' ar. 176 SF (Walk & Walls) Includes Proposed Building, Porches, Deck, Zone X & X(0.2%.chance) O Z • '- g' 1 770 SF (Total) and Existing Garage. FEMA Map . 0 Coniferous Tree #25001C0562,1 ZONE:1, Proposed Gross Habitable Floor Area = 5,796 S.F. (13%) July 16, 2014 �' RD-1 LOCIS 0-50' = 10 SF (Building) Includes Basement & Garage Area (min.) 87,120 SF (RPOD) Cedar Tree a� oUiend ry 0 SF (Deck) Frontage (min) 125' 176 SF Walk & Walls P Width min no 186 SF (Total) ( f Holly Tree Front 30' p Side 10' O CB/DHRuia - Existing Rear 10' + e•t,' ,• 50-100' = Z430 SF (Building) \ 4 Guy pt 3q -a Utility Pole 108 SF (Deck) :I ( ) \ ! —aHw—Over Head Wires 428 SF (Walk & Walls) \ / —as-—-Elevation Contour 2,966 SF (Total) \ I ! —E—Underground Utilities � \\ �2b.7 '� l r � � Light Post Location Map: Proposed , ova / lsty YVf Qs SMH 1"-2,000t' 50-100' = 2,100 SF (Bu'Iding) I ! \ vPpy �/e Dwelliryq �If ( / / ® Electric Hand Hole r 789 SF \ •A "•�/w„ I I �`- C ia9 ,e o Valve Irrigation - 208 SF (Welk i / \ y�y� /' g ASSESSORS REF.: 3,097 SF (X\ta rt \ I // �I'I 1 p /, pp p 1 47 Map 232, Parcel 005 \ \ e8e,i l� Nes �l u „-46- �r N8s Mitigation Required — \ oa,El p rso DIRECTIONS: (186 SF - 770 SF) X 4 A - ,336 SF I r?Z�.1 1�tyr,�ef r6g aa; E-- From Hyannis take Route 132 towards \ \ - \ _ \ y. I ( c __46..-.-- Centerville/Barnstable: Take a left onto _ (3,097 SF - 2,966 SF) X 3 =1393_SF\ - 1 stay. a� f i 1 ' �;�7 Huckins Neck Road, and a right onto Sh \\. Pleasant Pines Avenue; As road bears right, - Total Required = -1,943 SF �' se„e °� . 't•.1�,°'� \ �* v °t d *gs _ take a left onto Nyes Neck Rood - Follow Total Provided = -- SF 1 qO'u" - HIRSCH signs to //251. �� w \ o \ / A/ #251 lsty w/f I szty o Dwellin o \' ,. -A Parcel Area T Edge f ake b a, 0• n 00•A Ln o�I 1Jr' + s O -44-, 45,5 6+SF a m 1v. I t u y/ zc • t I * fJ/ k Qf 17 T 0 0 �F -- - GEFg1 MARUNOFF- �Q\.Ztl ss9 D PIED " -1 OR DR -. _LLS R \-�. ....--/' / 'm J / 1 1 st I v° Z ALL RO RUNOFF Q %. I 1 / I / o� JOH ' of I 1 /k6 o St I 00 C.'.) CIVIL E M' (•, n5) \ \\. ....\r. . ./........... o \.b/ 2..., ,. . .\..o. .\........\ �. ... /... s71'10'00"W 481vd -5z1oT wwae ��1 v6 u r ,' 'm I U. 322t'by Plan 243/43 43 ....I.. / b 296 i .22' .. .. A9 Fir TS: ��@ Dz'. 0S � . \ t 301i w a��nH z / EZ\ S�NAt d _ D _ 108.43' re Ng `- I. 'l "—�oH Easement c T o 0 9t' v / 566'37'48'W 164.15' S / ` O— o ""Th J Rao Y aWn9 Trvst J O.._\ 7liomoa J Rooney,h 2 IY� / nj REV.: Relocate Proposed Dwellin 18' Landward 10.91061151 Vj TITLE: Site Plan PREPARED BY: iPREPARED FOR: NOTES: 1 Proposed Improvements CapeSury The Hirsch Family Irrevocable Trust 1.) The property line information shown was 2 At S • Englneering& compiled from available record information. ullivan CE�w �� 23 Wpst BO;;eRMA502655` 123 Pratt Street y 251 Nyes Neck Road �" ` '� (505)420-3994 w420-3995f— Providence RI 02906 2.) The topographic information was obtained ter. ........+.�.,• w .copesurv.00m + from on on the ground survey performed on or between 24/MAY/06 and 08/SEP/15. �Z BamStable (Cen terville) Mass. 3.) The datum used is NAVD '88, a fixed mean Draft: JOD Field: WHK/KAR 20 0 10 20 40 80 - sea level datum (Lake Elevation). 1" DATE SCALE Review:J0D Comp/Draft/Review: RRL/KAR December 12, 2015 =20' Project #• 26020 Drawing# C676_1G1, ex1 y ' I-�C12I [ r-9r-z SNOUVDO'I NOI,L09S QNd MMA NV IJ 13t` NOZ1213A i)3dDf3 auvoodvwfd govi 2iv(l S'I'TVAk MNI'b IU QHSOdO'Id ID3funs 85£0-60t(805) ery`I'dgGG VHD VV dOOJ SHVI .' LOOL i pis `�'IrIIA2I3 LN��ABM AIo.LN3QaVH�66 •oK aor I Aa I 'Q2I )I09N S9AN I SZ �3rox� ` fUSET7 J �..-... ......,�, i. � y �a-y�' ivy t— w«�-�..,.r•:; r a�;r, �fi ot ;00 El 11, El, _}.0 E OQE] t �. , �It'++{ y♦♦} ## :t€ ��{r t;14s 1pp , :' , .� 1.yd�• � �1�,�>�'-,r� .► #_Il : if; 1 p1r 1 jlpfill�. _ , t v J Cb °+ 1tt}:: 1� # Y "a3+ ' Y17.r 1p� t 4�1i / '"C �J` t�/5 1 £t� f - t" /�w 61 rX 44; ••., 1�5 11t{+}�ti�'1 r pc}�,�{) p+ + furl '. O !~ , � V v jy 70 41411 a + 1 d ! r+6 . aka{; }►► 4 �:+t�ir` cik�i1= ( `.; fi • ,!!{{«{a+rd#1{6f t++`+ �+kkt" �14f1�,t ,�� t/X j (fM} ; Rt y yM �v�9#..t li r��`.��'1���M• 1 �.t.j �rj,- � .✓Y"f/� .. - _.;/yp�f �' �') l�� y Y W p. ,. 1 A fl{ � '�'_ _ �.n�- _ <.....�(� ... �..,....., _ .r r.-_.�^i✓'+T'` =�,++ "'�• - .rf�} _�[ _.._. rye, i�s ,Ay LOTI 1 1� r •/�p9 tpil{+ 'riitla }3# + {�c }� tli � �jeQ � . 01 I �_.:at .li��` }►p1� �*,�� f�+ tls#�t���}�#ii:;�;rl� '�r�,f � �, _ J` �_'S �:) 1�� fiT��.«�c►� i tit n+ ; '": �::}}Ilia•+�}fii�;}'`� tt��ri � '���� T� .•,� t,� El .«;. Os cods fjSveCb iv c7 ` 42H $ } y $l 3 Cy !, lee, r f'. 3 Q Z O00 LLI 0 ' .. �C]O ] 'p <�o � ESN FYI�q\ Ug00 CF_L7E-R [,m TRUQTUSA e�I U ®6 No. 38962 A° ' N " -- � EL. 44.5 (T.O.W.—MAX.) EL. 42.0 (T.O.W.) F l EL. 41.5 (T.O.W.—MIN.) #4 ® 12" 1,-0" o #4 0 12" EL.39.5 p (� N EL. 39.5 (T.O.W.) O Lo 1%-0" 0 12 O #4 ® 12" #4 O EL. 38.0 (T.O.W.)' #4 0 12~ #4 0 18"� #a ® 12,. EL.36.5 EL36.a4 U E �o i #4 ® 12" ELLi 36.0 #4 @'18'. \ Q _ \1 go CV EL. 34.8 (B.O.F.) t 1 #a ® 12" 1•-0 #4 0 12` 4.® 1st' i�1'-0" EL. 32.5 (B.O.F.) - EL. 32.4 (B.O.F.) SECTION 1 EL. 32.0 (B.O.F.) 1` I � SECTION 3 Q SECTION 2 SECTION 4 a MATERIAL NOTES: (� O 1. REINFORCING STEEL SHALL CONFORM TO ASTM A6.15„GRADE 60, 2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH. OF 4000 PSI. a zH O U N U O m 0- Z) 76'-0' WALL TYPE LEGEND: 36'-4" 24'-8" 4'-0" FOUNDATION WALL'C' FOUNDATION WALL 'C' FOUNDATION r— WALL 'C' O'-10" FOUNDATION WALL LL 10"POURED CONCRETE FOUNDATION WALL OUNDATIONON WALL 'C' --FOUNDATION w/20°x 10°coNnNuous FOOTING - - - - - - - - - - - F 'C' WALL 'A' ` DECK ABOVE FOUNDATION WALL'8' ❑ ❑ \\ AS III �- 10"POURED CONCRETE FOUNDATION WALL J W/20"x 10"CONTINUOUS FOOTING i \ TOP OF WALL TO BE 1'-1%"ABOVE '-Dib" �'�9" 11'-6" 1'-6" '-64"\\ 6' TOP OF FOUNDATION WALL'A' Mb� \ Valk O T SEE DETAIL'A' _ i Zir x 18" CONCRETE PIER \ \ M�� O - O O ^ � HATCHED PORTION JOIST LEDGE IS TO BE EVEN WITH i W/24"x 24"x N. FOOTING GRADE E \ � TO EXTEND MIN.48"BELOW GRADE \ �„ EXTENDS UP V-1%" THE TOP OF FOUNDATION WALL'A' TO CREATE JOIST LEDGE MIS \\ PER DETAIL'A' �O STONE PATIO ON GRADE FOUNDATION WALL'C' 8"POURED CONCRETE FOUNDATION WALL / \ ® W/20"x 10"CONTINUOUS FOOTING _ / \ / \ TO BE HELD DOWN 9'-0"BELOW -••SIN � � \\ /YT'ao TOP OF FOUNDATION WALL'A' O _ TO ACCEPT WOOD WALK-OUT WALL -' i � 11'-114' FOUNDATION WALL'D' 10" NG BE RED HELD ELD DOWN CONCRETE FOUNDATION UOUS T WALL 1 � - ELOW —� TOP OF FOUNDATION WALL'A' I F- - - - - - - FOR ELEVATOR PIT PER DETAIL'C' I U I v I SEWALL DETAIL 3' 94" '-14" 3'-10 6" o FOUNDATION WALL'E'(RETAINING WALL) _► MIN.!0"POURED CONCRETE FOUNDATION WALL -► I 48"x 2"RIGID FOAM INSULATION I O� in / !' -� W1 BELOW CONCRETE SLAB AT > ' o Nn Q a �- W/MIN.20"x 10"CONTINUOUS FOOTING I I o o 0%o.o TO BE HELD DOWN BELOW 3 _ PERIMETER WHERE TOP OF SLAB p m - I I I. —I 3 ® _ p - - - - IS WITHIN 48"OF GRADE- - - - O < O 1 o Z TOP OF FOUNDATION WALL'A' ZO "-+IN I - - 3 F , O DEPENDANT UPON SITE GRADE _ - WALL DESIGNED AND CONSTRUCTED O I I I �� v, I O v, \ _ AT SITE PER SITE CONDITIONS p I _ QC I "~' I - I ��� \ 00An �mW I Z C ® SEE NOTES FOR INSTRUCTIONS 8'-O-" _ 1 I 8 -01 FOR CROSSED AREAS 3' 4I" sroP P.r.P4LATEs 12'-6 " I STOP P.T.PLATES -�' M I 1 I I�"� o I ' -•IN I `�\ U_ F0 8 In FOR SLAB TO POUR 4 I FOR SLAB TO POUR ~ n I 1 PARTIALLY DROPPED I I ` OVER AT DOOR OPENING I- - OVER AT DOOR OPENING 1 I I - - - - - - - - - - - - _ - - (4}PLY 18"LVL BEAM - - I ❑ I I l -' Z3 DETAIL I - - - - - - M - - - - - - - - - � - ► - - - - � - 1 � 5 r— _' — DAMPPRooF/PARGE oo #13 189 LOAD I 24 624 LOA 4 4 8 FOUNDATION WALL TO TOP I 15'-64" - �I J I 48 x 2 RIGID FOAM INSULATION POCKET IN WOOD WALL I I POCKET IN WOO LL I E F , x6 EXTERIOR WALL " " FOR PORT � � EXTERIOR WALL TO RELIEVE .�st ( rn TO CENTER OF PLUMBING WALL SEE DETAIL-B FOR I ICE h WATERSNIEL EXTENDING I ` BELOW CONCRETE SLAB AT WALL DETAIL I .10"SONO-TUBE c L FROM MIN.B"BELOW PERIMETER WHERE TOP OF SLAB I TOP OF WALL THEN UP 24" ICE 6 WATERSHIELD v �' - - - - 3_ _ -I5 WITHIN 48"OF GRADE - - - - - - - - - - - - L I MIN.48"BELOW o ON INTERIOR OF LEDGE J ( I r - - - - - - - - - - - - I InI \ �I I GRADE(TYP.5) U_ 2x6 P.T.DECK PLATE 'HI-PERFORMANCE j I j I „���� "D w BASEMENT I V 0 s 056 T66 SUBFLOOR ' _ o �� J GRADE J I O O O m 4"CONIC.SLAB(3000 PSI) I _► Tn a O Z -� -g o< I MIS 3< W/REINFORCEME I � 11-7/8"WOOD I-JOISTS O q '; I 3 N I - 6 MIL.POLY VAPOR BA UN I _ 3 tii o o� X 3 �� I ODH I :oZ z u7LL w F- "MIN.BAP JOIST LEDGE ^' Z I " n 0 1 r' O TOP OF BAS L IS BE 1 ' O (1}2x4 P.T.DECK PLATE O ti I w I S z M S Z N 8'-8"BELOW TO FFOU ALL'A' 1 w (1}2x4 DECK PLATE I p � ILU = TO CONCRETE N BASEIIAEN't 0 o I I #14 975 LOAD \ #13 993 LOAD #25 815 LOAD 10"P CO ETE FOUND ON I 3 o I I Z 0 -6 -4 Z 20° C TlNuous LU I I MIN.36"x 36"x 12" I - - - - - - MIN.34"x 34"x 12" MIN.46"x 46"x 12" ( - F- O ( POST FOOTING 3 _27N GO POST FOOTING POST FOOTING 1 O z W U_ 4"DEEP 7"WIDE I W/(2)ea.#4 REBAR 8 W/(2)ea.#4 REBAR W/(2)ea.#4 REBAR �, < -� FOUNDATION WALL'B' _ I x 6 g"TALL I W/STEEL POSTS ABOVE W/STEEL POSTS ABOVE W/STEEL POSTS ABOVE I �+ I p 10'POURED CONCRETE FOUNDATION WALL O A POCKET - - I ~0 W/20"x 10'CONTINUOUS FOOTING ^i' I - - I '-10 ° Q N w - - - � r — � (- - - � 6'-88' 8V 6'-3 40 IL ' - —FULLY DROPPED I�IN PECK(3)PLY I FULLY DROPPED T - I I ( I FOR SLAP B TO POUR 2 ', <v Q rn Z 9 H 8 TO BE DETERMINED PER �r W a w wVi < , DETAIL 6 4 _ �_ (3)-PLY 9-1/2"LVL BEAM L+= - 11-7/8'LVL BEAM - (3)-PLY 14'LVL BEAM I I - I OVER AT DOOR oPEraNG _ — SITE CONDITIONS — — o v� m ww=g #4 255 LOAD 1 L - - J THIS PORTION L - - J L _ — I I G o n z Q-o_ I #10 592 LOAD *12133 LOAD #12 040 LOAD W X W " " .-•I MIN.32"x 32"x 12' MIN.32' x 32 x 12 _ m o O z O MIN.R-21 SPRAY FOAM _ - I #1 L D - , , " „ 1 S d} w Z WALL INSULATION ►` rillh" • _ Q - 36 x3 7C 2 �,� - - - - - - - - - - - - - • - m=' MIN.30"x 30"x 12" �' z_ O , POST FOOTITJ6 POST FOOTING I w cnJ h - 1 POST FOOTING -CID 00< OST F W/(2)ea.#4 REBAR W/(2)ea.#4 REBAR .0 Ntin c Q�jE tx 2x6 WOOD WALK-OUT WALL q I �� W/ 2 ea#4 REBAR ) W/STEEL POSTS ABOVE W/STEEL POSTS ABOVE I PER GRADE TO BE SITE-DESIGNED OaD I 1`- - W/STEEL POSTS ABOVE - F- W/ 2 O5 R A R I RETAINING WALL AS NECESSARY E N a a A _ I v� v B SEMENT w 60 z OF T p '-98" '-114" _ '198° r 11'-28" AND CONSTRUCTED BY OTHERS = <m F (3}2x6 P.T.PLATE(5) 4"CONIC.SLAB(3000 PSI) p H0 m II PLUMBDf WALL _ '" — 1 I — 1 — I FLUSH - T - L - - - I - - - wcwio0 W ~ Z a< II 1 - - - - " FULLY DROPPED I - - - a a QL U 0 Z (2)-PLY 11-7/8 LVL J IN DECK GRADE 48"x 2'RIGID FOAM INSULATION Z 3 0 Z„ I \ \p�-h (ill lill - I L �� (3}PLY 9-1/2'LVL BEAM L+'= —� (2}PI Y 11 7 BELOW CONCRETE SLAB AT p II 1 _ / T PERIMETER WHERE TOP OF SLAB $ 4 10'-43{' 1� \ I I-�IOD I - - - 7'-18° 'm'1 ` I I #4712 LOAD LVLBEA I5 WITHIN 48"OF GRADE , _ ., OFPLUMB1'NGWALL M 416 LOA 8 M(� IN.24"x 2a"x 1z° w - I IMPORTANT NOTICE I�� O j Lp> ...� .e•-�I� I +, THESE DRAV*=ARE PROVIDED BY HAMILTON FOUNDATION WALL'C' I = _ _ - {�L- ~ J _ IN I I POSTFOOTIN6 o 0 tc� FOUNDATION 10"POURED CONCRETE FOUNDATION WALL W/STEEL POSTS ABOVE O t ' BUL A SERVICES'ro As A SIDERED m THEE FOR W/20"x 10"CONTINUOUS FOOTING N - I AND ARE Norm APPROVALS M FOR FINAL COSIMRi OR CONSTRUCTION UNTIL ALL 3'� '•' "� FEDERAL,STATE OR LOCAL APPRovALs ARE #10 917 LOAD 1'-68"L C F �I I '"�N CO H atAN A THE LL OF SECURM � ,HESE APPROVALS RESTS FULLY M,H TiE CLIENT " ° " 3 O N 2 X 2 X 12 AHD 4ER CONTRACTOR I MINA 4 /� I I POST FOOTING _ �I I #8 444 LOAD I _ H v I J W/(2)ea.#4 REBAR ^d ZE 12,431 LOAD MIN.30"x 30"x 12" a 1 I INC COPVwT HAMILTON BUILDMxs SERVICES NOT , THIS SET OF PLANS AND THE DESIGN W/STEEL POSTS ABOVE I I _ 3 CONTAINED , ,HE PROPERTY s MIN.24"x 24"x 12" POST FOOTING OF -100 w o '"'IN POST FOOTING /(2)w.#4 REBAR I Z HALNLTON BIMInrNG sFmlcEs AND MAY ONLY BE -� > O USED FOR BUILDING M7H A PROPERLY EXECUTED rn I I O I _ I W/STEEL POSTS ABOVE W/STEEL POSTS ABOVE I CONTRACT MTH HAMILTON BUILDING SERVICES. .Ni MIOD o N OTHER M'THIS DESWN SHALL dTJT TH BE E EXPRESS ANY J I I I too 3 I j" r - - '� I PERMIS"OF HA ILTON BULDMNG S DETAIL - ~ - - - - - - _ - _ - 3 I in Go .. {(� O ZO I I I I o I f I - - - - —FULLY bR�D 4 DEEP x 7"WIDE x 6 si`"TALL I LL PROJECT TITLE: _ 3 D T I( I WALL DETAIL I o ( L _ _ BEAM POCKET I 3 495 LOA D SEE DETAIL C FOR (3)-PLY 9-1/2"LVL BEAM -3 - �- z — — — 25'-i8" I o -84' 10'-68" J O I w IHirsc FOUNDATION WALL'B' Z ( I I - _ - I I 0 m 10"POURED CONCRETE FOUNDATION WALL O I 10'-0- -+ao 1„ O< 1�I00 I W/20'x 10"CONTINUOUS FOOTING I I SLAB DROPPED 2EM OF 3IE 20 -22 3 `O o I I 1'-0TFOR T I PLUMBING WAI I ENTER OF PLUMBING WAIT n o I CLIENT: 4"CONC.SLAB(3DOO PSI) I I I "-+IN I I ''17 I I °° I � " I ELEVATOR PIT tj t", , 1? 6i„ 38,_�3„ I Hamilton building FOUNDATION WALL'D' I ( — —4 — — — — — — — — — — _ — — — — 4— — — — — — — — — — — — — — 10"POURED CONCRETE FOUNDATION WALL mlikL_W/20"x 10'CONTINUOUS FOOTING Services 6 MIL.POLY - - - - - - - - - - - - - - - - - - - - - VAPOR BARRIER "CRUSHED STONE BED I SEE DETAIL-A FOR D I I WALL DETAIL PROJECT LOCATION: SO"POURED CONCRETE FOUNDATION WALL 251 Nyes Neck Rd ~� I W/20"x 30" CONTINUOUS FOOTINGS I TO EXTEND A MINIMUM OF 48 BELOW GRADE TOP OF WALL TO BE EVEN WITH TOP OF FOUNDATION WALL'B' I Centerville, MA DETA IL D � I� SEE A7 FOR 120 MPH WIND ZONE REQUIREMENTS - - STONE PATIO ABOVE - - - - CONTENTS OF SHEET: T® O WAIL 3'-34' 15'-0" 7'-04" TIEINT 18'-0" 11'-8" 45'-4" FOUNDATION PLAN Foundation Plan BA EME T NC. FOUNDATION FOUNDATION WALL 'A' FOUNDATION WALL'B' FOUNDATION WALL 'B' . ' FOOTING WALLA 76'-0" SCALE:�' = 1'-0" MIN ***NOTES*"* .y SILL SEAI 'IF USING ANY OTHER FOUNDATION IN LIEU OF A GEOTECHNICAL EVALUATION,FOOTING DESIGN CEILING HEIGHT: 8'-11"(TO BOTTOM OF FLOOR JOISTS ABOVE) u DATE: 8/31�16 SCALE: 1 4 - i SYSTEM.SEE MANUFACTURERS SPECS '� SHOWN ASSUMES A MINIMUM SOLID BEARI46 CAPACITY OF 10"POURED CONCRETE FOUNDATION WALL 4'- 4'-0 a P.T.WALL 8w> s"'� 2 000 PSF BASED ON TABLE R401.4.1 AND SOIL TYPES OF GE, DRAWN BY: CKD BY:SEM ` s�� #4 REBAR HORIZONTAL @ 24"O.C. CONIC WALL �P ", 6P,SW,5P,SM,SC,6M OR 6C(FROM TABLE R405.1). SHOULD MTB MA � - c,�"' �� #5 REBAR VERTICAL @ 48"O.C. ANCHOR�TS °� _��°�` day R ACTUAL SITE SOIL CONDITIONS DIFFER FROM SOIL TYPES (REBAR NOT REQUIRED AT FROST WALLS AND LOCATIONS WITH BALANCED BACKFILL) C F NG Qt. p� MENTIONED,NOTIFICATION SHOULD BE MADE FOR FURTHER MIN.20"x 10"CONTINUOUS WALL FOOTINGS W/(2)EA.#5 REBAR CONTINUOUS PROJECT N0: ANCHOR BOLTS ARE ro�;� REVIEW AND POSSIBLE DESIGN MODIFICATION BEFORE t� � MIN.10"x�"GALVANIZED ANCHOR BOLTS @ 6'-0"ON CENTER MAXIMUM TO BE INSTALLED I,p� � ° THE TIME OF CONSTRUCTION. 2 x 8 P.T.DECK PLATE W/SILL SEAL AND SECOND 2 x 6 PLATE(WALL'A') A-W O.C.WITH NO BEFORE INSTALLING THE WALL PLATE-R IS - � 160730 B'-0'O.C.WLTHNO NECESSARY TO NOT ONLY CHECK THE CONC 2 x 4 P.T.-SECOND 2x4 PLATE(LEDGE)AND 2x6 P.T.DECK PLATES W/SILL SEAL(WALL'B') STEP FOOTING DETAIL LESSTHA N(2FBOLTs WALL FOR LEVEL,BUT ALSO FOR SQUARE AND • • . • WATER PROOF OR DAMP-PROOF BASEMENT WALLS BEFORE BACK (3)-2 X 6 P.T.PLATES AT WOOD WALK-OUT AS DETAILED(WALL'C') WALL LENGTH OF PROPER MEASURING DIAGONALS GOA LS-DIA DIAGONALS FILLING AND PROVIDE A 4"ROUND PERFORATED DRAINAGE PIPE STEEL SUPPORT POSTS AS NOTED WALL PLATE.ONE BOLT MEASt1RINGDUIGONALS-DIAGONALSWLLBE TOBENOMORETHAN1r •1:=•i EQUAL.T'I-EWALLPLATEMUSTBEINSTALLED NOTE: - AT THE BASE OF THE FOOTING COVERED WITH FILTER FABRIC POST PAD SIZES ARE TO BE AS NOTED ON PLAN FROM THE CUT END OF PLATE BOTH SQUARE AM LEVEL. TO MAINTAIN DRAINAGE TO DAYLIGHT OR OTHER LOCALLY BEAM POCKET SIZES ARE TO BE AS NOTED ON PLAN REFER TO HBS RAN DIMENSIONS. 1)PROVIDE I2'AIR SPACE AT BIDS AND APPROVED METHOD. BITUMINOUS DAMP PROOFING DO NOT FOLLOW OUTSIDE EDGE QF FOUNDATION. SIDES OF WOOD GIRDER.USE STEEL SHIMS " DWG N 0 AS NECESSARY.WOOD SHIMS ARE NOT FILTER FABRIC OVER 4.. PERFORATED DRAIN TILE - CONC WALLS ARE RARELY BUILT COMPLETELY LEVEL AT THE TOP ACCEPTABLE UNDER ENDS OF GIRDER. - a, SURFACE.Iris IAPGRTANTTQ INSTALL THE SILL BE&UNDER THE CONCRETE DESIGN STRENGTH TO BE 3,000 PSI MIN.OR AS IT IS RECOMMENDED THAT WIRE MESH,FIBER-CRETE, WALL PLATE.IT6AM IMPORTANT TG INSTALL THE WALL PLATE 2)GIRDER TO SIT A MIN.a ON BEARING PRESCRIBED BY TABLE R-402.2,WITH REINFORCEMENT AS OR OTHER REINFORCEMENT BE PLACED IN CONCRETE SLABS, SQUARE AND LEVEL IT MAY BE NECESSARY TO SHIM UNDER SILL PLATE DETAY_ WALL SEE FOUNDATION PLAN FOR GIRDERPOC�DETAL REQUIRED. ALONG WITH SAW CUTS WHERE DEEMED APPROPRIATE. THE WALL PLATE(SHIMS NOT BY HBS) GIRDER POCK Er SIZE A-5 SHEET 5 OF 8 r OVERLAY DISTRICT: Legend: o GP — Groundwater Protection District FLOOD ZONE: 0 Deciduous Tree Zone X & X(0.21 chance) FEMA Map ZONE: + Coniferous Tree #25001C0562J July 16, 2014 RD-1 �•�� Area (min.) 87,120 SF (RPOD) o Cedar Tree Frontage (min) 125' Width (min) no Setbacks: 0 Holly Tree Fron t 30' •6 Side 10' El CB/DH Rear 10' -0 Guy -o- Utility Pole Over Head Wires Elevation Contour E Underground ,Utilities ' ' ? : ; • Location Mao. #2�7 / !, # Light Post 1"= 0 ±� r 0 lsty V*lf f h ,', n SMH 2, 00 ays a� Dwelling ;% ! r h "� " .- ® Electric Hand Hole �ti �% , ..Jt r �-...- o Irrigation Valve �~- ASSESSORS REF. • \ ,/ 41 Map 232, Parcel 005 •t � "`�' � � ` Lawn 1 : S DIRE TI N • Beach Area PRASED 1 r' �� Garage From Hyannis take Route 132 towards t �. ' ( — _ _4�._ ~— , Centerville / Barnstable; Take v left onto Sand , � sn�d— A B� 0 D i �' ;� ~` `~. -, Huckins Neck Road, and a right an ti a (+16 F. Lbwn Pleasant Pines Avenue; As road bears right, ¢, take a left onto Nyes Neck Road — Follow ExlS I'11G o o� mI HIRSCH signs to #251. Ems.a1 (�/�'/�3) Tb` E R� 0 m W - n-JJ.1'(NG%V'2Y)- ' c, L69 I �S 322'(NAVD-M) 1 �../ i•�+h.`' • ` 'a�t� ."�•,� . PROPOSED PORCH / f (+72 S.F.) reo.s' C h< t EXISTING DWELLIN J2.L TO B HED \� i Parcel Area T Edge f ake D' \ m' & REBUILT 45,5 6±SF Lawn EXISTING PORCH I; .5 4' \ �p \TO BE REMOVED ^, r (-69 S.F.) 1 a * I O Lawn I ,$ t QJ p P IEDGE 1 'F� OR' DR LLSFR i r , Me ............ 4 .. ........ ............ ........+,......./.......s9......... ......... Edq� El�JJ1(NC1U'20} C V. Wt �y 1J c sno ......� \ � .. ....... ... . .0 6h 1) ... , ... . . ..... / .... ................................... . .. ..a..-.- ........ ......... ............................................................................ ....'NA , J22wd n, 1 z , ° _ _..._....___ El D ' Easement C8/bH � Fnd o o Thomas J R y L1vfng Trust a n a Thomas J Rooney, Tr � O ' coo (b ( \ TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Improvements j�7e I-�trSC1`? ramify Irrevocable Trust 1.) The property line information shown wasEngineeri = At suilivanConsulting,ngn i compiled from available record information.��:aj• .fy 23 PrC t f r e e2. The to o ra hic information was obtained251 Nyes Neck Road °�-�•��6�•7 �,wonxoms ` ; f, `:''� Rro vrd er1 ce RI 029C1 F )from an onthe ground survey performed on ,.cl@sullMrnngln.eom•www wllMnengln corn Nx� � � J or between 24/MAY106 and 08/SEP/15. �L Barnstable (Centerville) Mass. o Draft: JOD Field: WHW/kAR 20 0 10 20 40 80 3.) The datum used is NA•VD 88, a fixed mean sea level datum Lake Devotion). �L DATE: SCALE: r� Review:JOD Comp/Draft/Review: RRL/KAR December 12, 2015 1 =20 Project #. 26020 Drawing # C676-1G1 exi