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0049 SHEEP MEADOW ROAD
�� �� % J°�cECYcjFo Z UPC 12543 No. 53Lv.+..i HASTINGS, mN I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map / Parcel'. Application #OIO Health Division Date Issued ...,, Conservation Division F, - Application Fee. Planning Dept. �: Permit Fee �- Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address Village ensig,61 E t ' Owner 1.61M C-ge— Address ✓rl� Telephone Permit Request AAA Z 'CA2 642 Ca n 2 X l,� e e. t Square feet: 1 s floo existing! proposed 2nd floor: existing 6psW proposed :iSA n .Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio0l Z&3b0 Construction Type esi& Lot Size > e Grandfathered: ❑Yes �@ No If yes, attach supporting documentation. Dwelling Type: Single Family-.® Two Family ❑ Multi-Family (# units) Age of Existing Structure 56 Ji-S Historic House: ❑Yes ® No On Old King's Highway: IlYes ,❑ No Basement Type: O(Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) 290 Number of Baths: Full: existing I new / Half: existing new O Number of Bedrooms: existingnew,,* Total Room Count (not including baths): existing -�� new First Floor Room Count 5 Heat Type and Fuel: ®Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes 1A No ' Fireplaces: Existing 1 New 0 Existing wood/coal stove: ❑Yes a No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ® new size _Shed: ❑ existing ❑ new size Other: 770tP Ti 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 w1clad egAer� Telephone Number C-60&,) Address !j-2 CInerta u �_n License # J 6 Z O 1�flA2.S6r,s 0ftA-9 MA_ 626Y,F Home Improvement Contractor# tcJC ooLf 1 Worker's Compensation # ALL CONSTRUCTION DEBRIS LILTING F THIS PROJECT WILL BETAKEN TO ��i955e.�L4 ca G� ,� DATE SIGNATURE i Zi ld 4 FOR OFFICIAL USE ONLY y APPLICATION# DATE ISSUED M `- MAP/PARCEL N0. v ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION �' D G#90C-6;;�- FRAME3/qx �d lcl + 1Q g A�. .o INSULATION D `�'/o /o R Mc,4- A FIREPLACE e ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING G Zlif DATE.CLOSED OUT -r ' ASSOCIATION PLAN NO rTown of Barnstable Regulatory Serrces aresrA�r� Thomas-F. Geiler,Director .LS& , �A 16s� ,��� Buziding Division r�o�• Thomas Perry, CBO, Building Coiawissioner 200 Main Street, Hyannis,MA- 02601 www.town.barnstable.rna.us • d Fax: 508-790-6250 'Office( 508-862- 4038 PLANREVE+ W Z- oldoZy37 �o A t.L— Map/Parcel: Owner: l Builder:-' .� Project Address �$ The following iterns were noted on reviewing: / S 12-abµ,& to 2.ZS rocwv�G4r �- � I� ~ of .�vo le 0 lNG /Kus r IJ top A; S0(•'L.1. ��rrE-rc - n � /uu a next • • S Reviewed by: / Date: . f t The Comrnonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 s www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): r t�G1��� ��`�2 �2• - Address: 27 City/State/Zip:4.4esons mills it 4, 6Z6YF Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1.� I am a employer with 4. 0 1 am a general contractor and I 6 0 New construction em0ioyb6s(full and/or part-time).* have hired the sub-contractors . . _ _ _ 2.❑ I am a sole proprietor-or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 ;N Building addition No workers' comp. insurance comp. insurance.$ required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑ Other employees. [No workers' comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ;Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have.employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy.and job site j information. Insurance Company Name: �c-�1�� Policy#or Self-ins. Lie.#: )t✓° OOY I,j z06T9 Expiration Date: 10 Job Site Address: 9 J�eP.d �r`eo���� City/State/Zip: ;34eA /M- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as r uired under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or e-ye prisoament, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day rnst th iolator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the for for i urance coverage verification. I do hereby cert' an r t ains and penalties of perjury that the information provided a ove is true and correct. Si nature: Date: Z/ Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: From:Erica Barrett FaxID:OLDE CAPE COD INSURA Page 2 of 2 Date:6/14/2010 10:04 AM Page:2 of 2 i I I HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED Y THE POLICIES BELOW,THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN HE ISSUING INSURERS AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. MPORTANT: If the Certificate holder is an ADDITIONAL INSURED,the pollcy0es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require and endorsement A statement n this certificate does not confer rights to the certificate holder in lieu of such endorsement. PRODUCER Old Cape Cod Insurance Agency Inc 296 Wlnter Street Hyannis,MA 2601 COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED Michael Meagher 97 Emerald Street Marstons Mills,MA 0264"000 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Do LIR ME Or INSURANCE POLICY NUMBER POLICYEFFEC'M DA70 POLICY EXFIMTION DATE A OR S COMPENSATION D EMPLOYERS'LKSILrTY E PROPRETOR/ LIMITS PARTNER31EXECUTIVE OFFICERS ARE: NCL❑EXCL❑ 6619858 1 11/09/2008 1 11/09/2010 ATUTORY LIMITS OTHER Cov"v Applles to MA Opwdcn a Ony. CH ACCIDENT 011! 100,00 MEASE POLICYLIMIT 500.00 ISEASE EACH EMPLOYEE 100.000 DESCRIPTION OF OPERATIONS/VEHICLESISPECIAL ITEMS RE:THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR MICHAEL MEAGHER CERTIFICATE HOLDER CANCELLATION TOWN OF MRNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POL ICIES BE CANCELLED BEFORE THE BLDG DEPT EXPRATION DATE'THEREOF,NOTICEWLL BE DELIVERED INACCORDANCE 200 MAIN ST WNTETHE POLICY PROVIiQNS. HYANNIS, MA 02601 AUTHORIZED REPRESENTATIVE oFS Tp� Town of Barnstable Regulatory Services • s 9 BARNgrABLF, Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Usin' A Builder I V6 LM Q LEE RVXA LL , as Owner of the.subject property hereby authorize 9 fA-El- &C Ac-::w�a J,P to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Signature of Owner U bate i Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the. reverse side: Q:FORMS:O W N ERP ERM IS S ION oFt�ram,, Town of Barnstable " Regulatory Services ♦ O* BMWSMBLE Thomas F.Geiler,Director "9. � Building Division ArED MP't A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION -Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name ( home phone# work phone# CURRENT MAILING ADDRESS: F ` city/town state zip code The current exemption for"homeowners"was extended to include 6wner-6ccupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER. . Person(s)who owns a parcel of land on which he/she resides or intends'to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall'not be considered a.homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit.'(5e6tioni109.1.1)% The undersigned"homeowner"assumes responsibility for compliance with''the State.Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\wPFILES\FORMS\homeexempt.DOC. ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: Jam, Site Address: g print Town: � 1�- Applicant Phone: �j 3 Applicant Signature: Date of Application: /O NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Wall Perimeter AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at htt-p://www energycodes.gov/rescheck/ -7-777-777-7 ADDITIONS OR:ALTERATIONS,TO EXISTING BUILDINGS OVER.5 REARS OLD* *Buildings under 5 years old must use option#1 or 42 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equ4is Formula: (100 x b - a) I 007 7S SF 100 x 2-32- = 3 07 — 7. '09- % of glazing (b) Glazing area equals 2,32.70 SF b a If glazing is:<40% use the chart below. If lazing is > 40.%' toceecl to "SIJNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS ]IFenestration XIMUM MINIMUM Ceiling and Slab Perimeter ❑ . Exposed floors Wall Floor Basement Wall R-Value -factor R-Value R-Value R-value R-Value and Depth .39 R-3 7 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not com ressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Forni (found in Appendix 120.P) i Restrict ed to: 00 I, A 00- Unrestricted License or registration valid for individul use only 1G-1 2 Family Homes before the expiration da e. If found return to: Y Board of Building R lations an tandards One Ashburton PI ele Rm 130 Boston,Ma.0� 8 ;.`: Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. 1 Refer to: WWW.Mass.Gov/DPS valid withou s i Board of Buildin- Re-Ulations and Standards Board of Building Regulations and Standards V Construction Supervisor License HOME IMPROVEMENT CONTRACTOR License: CS 102260 Registration: 162938 Restricted to: 00 ExpWra-tion:-4/27/2011 Tr# 283438 MICHAEL MEAGHER JR 97 EMERALD LANE MEAGHER BROTHERS-CONSTRUCTION MARSTONS MILLS, MA 02648 AL MICHAEL MEAGH R. 97 EMERALD LN Expiration: 11/5/2012 MARSTONSMILL,MA 02648 Administrator Tr#: 102260 T(-, , Barnstable Old Kings Highway Histor�C,is.f,,�ict Committee 200 Main Street, Hyannis, MA 02601;TEL: 508-862-4787 Fax 508-862-4784 .yQ M,LSS n :� i6J 9. `F°'" APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four(4)complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans,drawings, or photographs accompanying this application for: Check ,all categories that apply; gs a I. Building construction: El 11J Addition ❑ Alteration 2. Type of Building: 12 House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting, roof ❑ new roof ❑ color/material change, of trim, siding, window, door 4. Si n : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6. Pool ❑ swimming ❑ Other man-made pool Type or Print Legibly: _Dilate: j12-3 l G Address of proposed work: House# qR _Shee,D M(?q��. Street: Skew f'n(J� 0 Village . &ems Assessors Map Lot# //01- o a? Description of Proposed Work: Give particulars of work to be done: Aki Z (_AR- GOCVLAn e LJ C��P►Q CMt12 �r�_ �r'1ti5��2 (_ c���� c.�5 � cyrt��Pro 2 Agent or Contractor(print): Telephone#: r5olg)� lc'3fc `S' Address: 97" 2 1p C d (A ; l 5 Contractor/Agent' signature: NOTE All applications inust be si "ed by he current owner (, Owner(print): ���L�(��,/r,� Telephone#: Owners mailing ad. s: 9 �� �p� /1 1 Owner's signature: For committee use only. This Certificate is hereby APPROVED/DENTED ; 1 Date Members signatures I MAR 2 ii`•I'J_ . An c diti of approvVo I ic, ADO JAI IN 1 Loz�— W W of Ba Town rnstable,s Highway Old K�o ee 1 Q:IGMD-Groups101d Kings HighwaylOKH New ApplOKH Cer!Appropriateness 07.doc Town of Barnstable Old King's Highway Regional Fistoric District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 Copies Foundation Te: (Max. 18"ex�nsed) (material -brick/cement, other) ,22��e- yp a e Siding Type itch; evg v.r% mat I: V.� . c�e�f4ft Skl eg�s Color: . ` h.;, %��-� e. 4l 04,e.d, WAA 5 Lj Chimney Material: Color: Roof Material: (make& style) Color: Trim material Color: -1,I) MA4ck &,`.' 1 4a Roof Pitch: (7/12 minimum) 112, Window: (make/model) � g4tty � CS at al m/color LJ Size(s): Door style and make: ,a .S i Ic�„u;n material �i—; ��ss Color: Garage Door, Style I Z ne~w Size `jY 7 Material Color Shutter Type/Material: Z f qne k;/V1ej I Color: i Gutter Type/Material: A6m' Color: �O ki`e- Decks: material Size Color: 'r Skylight, type/make/model/: 'U P— A material Color: Size: ac 2 Sign.size: Type/Materials: Color: Fence Type(max 6' ) Style . material: Color: Retaining wall: Material: Lighting, freestanding on building illuminating sign Please provide samples of paint colors and manufacturers_brochure of.style of windows,doors, garage door, fences lamp posts etc ADDITIONAL INFORMATION: !i i ' • i �pR toWo s H�9hWaY j, i;.' : . . ..__.. ---• ..� - Comm' e Signed: (plan preparer) _ print name tel.no. Location of application: Street no. Street Village 2 ' Q:IGAfD-Groups101d Kings High waylOKHNewAppIOKHCert Appropriateness 0Tdoc 4. SIGNS Diagram of sign, showing graphics, size, design and height of post, color and materials. Spec sheet. Site Plan on a GIS map or mortgage survey, OR photographs OR to-scale sketch of building elevation showing location of proposed sign; and any tree to be removed near a freestanding sign. Fee according to schedule. S. FOR LIST OF ABUTTERS: PLEASE SEE OKH STAFF SIGNED (plan preparer) Date: --' ;4r it) Tel. Phone no's: /7Qi NOTE F(OVEDPP ip1 -600 ; � 2010 , ?;, MAR z j APR 14 j The Old Kings Highway Historic District Committee MAY DENYINCOMPLETE APPLICAT m Town of Barnsla le !»4 r :,�.,�,a: 7. n ' Higghway 3..: ...: ATTENDANCE AT MEETINGS: If the appAIi A �tef�r representative is not present duriylg the`hearing is-scheduled{\the: application may be either CONTINUED OR DENIED APPEAL PERIOD APPROVED PLANS PLAN PICKUP There is a fourteen(14) day appeal period for approved plans. This is necessary for each Certificate of Appropriateness and/or Certificate for Demolition issued by the Old King's Highway Committee. Plans approved by the Old King's Highway Regional Historic District Committee may be picked up at Growth Management,Regulatory Division, 200 Main Street,Hyannis, after expiration of the 14 day appeal period. If the 14`h day falls on a Saturday, your plans will be available the afternoon of the.following business day. DENIALS Applications that are denied may be appealed to the Old Kings Highway Regional Historic District Commission within 10 days of the filing of the decision with the Town Clerk. For more information, see the Bulletin of the Old Kings Highway District Commission. BUILDING PERMITS, OTHER AGENCY CONTACTS In most instances, before commencing work, a Building Permit is required. The Building Division will require a certified plot plan for new construction and/or demolition. Commercial work may require Site Plan approval. Demolitions: the applicant should check with the Building Division as to conformance with Zoning requirements. Other Regulatory Agencies at 200 Main St, Hyannis MA 02601: Building Division 508-862-4038 Conservation Division 508-862-4093 Health Division 508-862-4644 QUESTIONS ABOUT YOUR APPLICATION? PLEASE CALL THE BARNSTABLE OLD KINGS HIGHWAY OFFICE AT 508 862-4787 5 Q:IGMD-Groups101d Kings HighwnyIOKH New AppIOKHCert Approprinteness 07.doc I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1.)' Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. ............................................I................B V 1.2 APPLICABILITY ✓ Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) - sto41ft stories RoofPitch ............ ..............................................................(Fig 2) ........................................... < 12:12 MeanRoof Height ..............................................................(Fig 2)....................... ..... ........... <_33' Building Width,W ...............................................................(Fig 3).............I ............. 3-2,ft <_80' 7 Building Length, L ..............................(Fig 3)................. �` ft _<80' Building Aspect Ratio (L/W) (Fig 4)......................... ..YL............ 5 80 ............................................... Nominal Height of Tallest Opening2 ...................................(Fig 4)....................,, . .�.�....... <68" ✓ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION • Foundation Walls meeting requirements of 780 CMR 5404.1 �ks� Concrete.......................................................................................................................... .. ' Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION /�+u 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in comae^�, ✓ Bolt Spacing—general ..........................................(Table 4)...................................... ..... in. Bolt Spacing from end1jjoint of plate.............................(Fig 5).................................... �� — Bolt Embedment—concrete.........................................(Fig 5)................................................. '- in.a 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ — in.>_ 15" -- PlateWasher................................................................(Fig 5)..............................................a 3"x 3"x Y ✓ 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... ✓ Maximum Floor Opening Dimension (Fig 6 — Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbeanng Walls or Shearwall................(Fig 7).................................................... — ft <_d -- Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8).................................................... — ft <_d FloorBracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............................ ...... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...................... in. Floor Sheathing Fastening..................................................(Table 2)..Md nails at_(6 in edge/[zin field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft <_ 10' ✓ Non-Loadbeanng walls ...................................(Fig 10 and Table 5)................... .....�ft _<20' �G Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................i in.<_24"o.c. ✓ Wall Story Offsets ............................................(Figs 7&8)............................................ —ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbeanng walls......... .... ..................................(Table 5)..............................2x ) ftg in. =� Non-Loadbeanng walls..O1!N....................................(Table 5) 2x �ft W in. .............................. _ Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10)................................................................. WSP Attic Floor Length................................................(Fig 11).............................................l Z ft>_W/3 Gypsum Ceiling Length(if WSP not used)....................(Fig 11)........................................,R.tJrft Z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................J ✓ Splice Connection (no.of 16d common nails)..............(Table 6).........................................................I A WC Guide to Wood Construction in High: Wind Areas: 110 Ynph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.3)i Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)..:.................................................. Z _� Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)....................................................... Z �/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)................................... �ft Sill Plate Spans (Table 9)..................................�ft in. Full Height Studs (no.of studs)....................................(Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._7 ft in.<_12' Sill Plate Spans...........................................................(Table 9).................................._& ft in.<_12" tK Full Height Studs(no.of studs)....................................(Table 9)...................................... ............ �J ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousll4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 &.E:5 6'8" SheathingType..............................................(note 4).....................................................Ws Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ _ in. Field Nail Spacing..........................................(Table 10).................................................�in. Shear Connection(no.of 16d common nails)(Table 10).......................................................- s� Percent Full-Height Sheathing Table 10 ..................................................lua % sLI/ *-5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... _" Maximum Building Dimension,L f j) Nominal Height of Tallest OpeningZ.....................................................................(Si <_6'8" � SheathingType..............................................(note 4)..................................................... 5 s r Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. FieldNail Spacing..........................................(Table 11).................................................Z7,.in. ✓ Shear Connection (no.of 16d common nails)(Table 11)....................................................... CQ ✓ Percent Full-Height Sheathing.......................(Table 11)................................................... OjD% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... t� 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. ..L ft<_smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Diu � � "W'411 -2 Uplift................................................(Table 12)...................:........................U=2�if Lateral.............................................(Table 12).............................................L= 7 1f JL Shear...............................................(Table 12)............................................S=ZZ plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=�Zplf Gable Rake Outlooker..........................................(Figure 20) ............. — ft<_smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= — lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 an ) ............ Roof Sheathing Thickness........................................... ...................7......I.................5 in.>_7/16"V Roof Sheathing Fastening............................................(Table 2)........................................................ cY Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. Check Compliance 1.2 APPLICABILITY Numberof Stories(a rDOfwhich exceeds 8 in.12 slope shall be considered a story) stories <2 stories ......kMl 0. 1.3 FRAMING CONNECTIONS 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 2.2 ANCHORAIJE TO FOUNDATION"', 5/8"Anchor Bofts,imbedded or 5/8"Proprietary Mechanical Anchors as an altemative in c4on ? ly 3.1 FLOORS . ght Wall Studs at Floor Oppnings less than 2'fr Maximum Cantilevered Floor Joists ft,:5 d n field Floor Sheathing Fastening..................................................(Table 2).. d nails at-4—in edge -�aA9f, 4.1 WALLS � 4.2 E�ER}QR-VV&LLS^ Wood Studs � � � ��b��� ���2-' » Loodbnahngv��s ' ----------------� ---------- ��-'^�r�-' -� ' 2x^� ��_� k� � | - walls ______--.([ab�5L-----------�_' �_- | �"''`""""^~^� ' -------' / {�a�eEndYVaUB�dng � *� Endwa --------------� 1O)-------.---------`--'- � ' -- '— ' � � ]F� 11) ��V�3 � VVSP^��cFborLeng�-----.:---------. . _----_--------____ ��(lSVV VVSPm�uxod) U�g11) —'Gypsumond2x4CUnt�uousLa�ndBra��� G�tuc ' (�g1i)------------------...-. i �w�h2 4b�ck�g ��4fLmpadnginond��n orbouoUayo__�� nr1 x3o�|�gfunin��hpy �� 18^spau�gmn' x , � Double Top-Plate Splice Length -----'.------------'U�g i3 and ToNeO)------------ Splice Connechon �m.of1Dd common naUu)----'([a�eO)------------------4�- K \�� . ��� ANC Guide to 1-Vood Constrttctiort hi High N"ind Areas: 110 inph Wind Zone , Massachusetts Checklist for Compliance (790 C,111rz 5301.2.1.1)' Loadbearing Wall Connections ,ram Lateral (no.of 16d common nails).......................'.........(Tables 7)..................................................... 56�Z Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)................:......................................J� Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)................................... ft: to in.s 11' Sill Plate Spans ................................. ......................(Table 9 .................................. ft m.s 11' Full Height Studs no. of studs .......................... . ....... able 9) _L Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)..................................` ft in.< 12' Sill Plate Spans.... ........................................ (Table 9).............................:.... ft ............... in.s 12' Full Height Studs (no. of studs)....................................(Table 9)......................................................... 3 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W I /� ►� / Nominal Height of Tallest OpeningZ ......................................................................... r!J 5 6`8' ✓ SheathingType..............................................(note 4).........................................Ld)�2d� Edge Nail Spacing.........................................(Table 10 or note 4 if less).....................3 in. Field Nail Spacing............................:.............(Table 10)..............................................�.Z in. (/ Shear Connection(no. of 16d common nails)(Table 10)................................._....................._ ✓ Percent Full-Height Sheathing........:.:........:...(Table 10)...................................................../w/o 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... 1 Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................rp..)�s 6'8' SheathingType..............................................(note 4)..................................................... I—S Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. . Field Nail S acin able 11 .............................................. in. P 9......................... (T ) Shear Connection(no. of 16d common nails)(Table 11).........................................:.............. �r Percent Full-Height Sheathing —a o 5%Additional Sheathing for Wall with'Opening> 6'8"(Design Concepts)............ ....... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... A� 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. //ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift..............:.................................(Table 12)............................................U= plf Lateral.............................................(Table 12)...................................... ......L=f:&lf Shear....................:.......:..........:.......(Table 12).....................................1........S==.plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=_cLplf Gable Rake Oudooker...........................................(Figure 20 — ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......................:........................(Table 14)............................................U= lb. Lateral(no. of 16d common nails)...(Table 14).............................. ........L= r lb. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 9) ............. Roof Sheathing Thickness.....................................:..... ............................................. n._7/16'WSP ............................ able 2 ..................... ..............I......>........... Roof Sheathing Fastening............... (T ) Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20.Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. ' Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. F r I.1 A1'VC Guide to J-Yood Cor7.etructiou in High IVi77d Areas: 110 utph IVind Zone Massachusetts Checklist fOr• C071I1)1iance (7,90 CNIR 5301.2-1:1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore (generally,south of Rte. 28 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement wiridows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)website. -WHEN THIS EDGE RESTS ON FRAMING USE&!NAILS AT6-0.1 u 11 11 1, 11 1 „ , ' it it i O t41Q ( . ¢7 N 1 - 1 1t o n h F 1 Z Z C, z , 1 0d I li FFiMiI►jC MEMBERS 1, O II 11 1 w �, u i 1 EDGE 6�[TERMF�IATE 1 1 L I 11 � 1 1 ll 11•w o r r a u 11 „1 U 11 ¢ ' 1 1 U li f/ H 11 ii1 1 4EHI J S - STAGGERED 3'MItJ • DOt18LE� � ��, MAR.SPACW. 1 TIAIL PATTERN PANEL PANEL_ PAWL EDGE DOUBLE NAIL EDGE SPAC44G DET-AL See Detail on Next Page Detail Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment I EVIEWED BARNSTABLE BUILDING DEPT DAT FIRE DEPARTMENT DATE BOTN SIGNATURES ARE REQUIRED FOR PERMITTING I O LAV. n i ®® BATH a BEDROOM DINING R.M. KITCHEN MASTER B/R O O N ,N/ HALL U• dn. N F_ -Clos- _Clos. LIVING PM. (open) I I ENTRY (crawl space) ' I 30'-0" 30'-0" IMPORTANT-UPGRADE REQUIRED SECOND FLOOR FIRST FLOOR STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE-DWELLING WHEN •- ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE: A SEPARATE PERMIT IS..REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT.SATISFY THIS REQUIREMENT. CARBON MONOXIDE ALARMS MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE ARRY GORDON ARCHITECTURAL DESIGN Royall Residence REV.: DATE: 3/24/10 .entervllle, MA 02G32 508-790-1 24G 49 Sheep Meadow, W. Barnstable EXIST. FLOOR PLANS rev. date: SALE: Awl i O[HO FO 0 0o a ARRY GORDON ARCHITECTURAL DESIGN Royall Residence REV.: DATE: 3/24/10 :enterville, MA 02G32 508-790-1 24G 49 Sheep Meadow, W. Barnstable EXIST. SOUTH ELEVATIO]rev. date: -5- A-2 i 24'-0° a WORKROOM i 4d-O° I LAV. ® n 00 o _ b 00 p — DININGRM. KITCHEN Pantry/Coats 71 WAIN GIB GARAGE 1 1 1 1 1 T -- 1 1 1 1 1 1 11 11 1 1 W. i LIVING PM. 11 1 �cTER 11 11 D. I I ENTRY 1 V 1 ❑ I I vi Q 1 1 v 1 1 I m in 1 1 1 1 1 1 6 1 1 1 1 317-0° EXIST.HOUSE I d-O° 24'-0° y O I a-sz° NOTE: dimensions are to face of framing, or foundation 2 LARRY GORDON ARCHITECTURAL DESIGN Royall Residence REV.: DATE' 3/24/10 Centerville, MA 02G32 508-790-1 24G 49 Sheep Meadow, W.Barnstable REFERENCE FIRST FLOOR rev. date: SCALE: A'3 0. 1 24'-0" 5'-0' T-O" T-O" 5'-0" Q / Ln WORKROOM (EL. 57.5) q Ln EXIST.HOUSE 5'-0" 5'-0" 2 0- - n CV s� yp Ccat5/ Pantry s8 remove door,replace , 3' " 3'-7" 31-2"u GARAGE with arched opening � (EL. 57.5) NOTE: Dimensions are to FACE of framing or to CENTER of walls, _— - - - - - doors,windows. ® MUDROOM CL steel bm.above p N d (EL. GO) (EL. GO) 5'-0" A. A-9 N in 10'-0" G'-6" 5'-6" 5'-G' G'-6" in ` � 8 � ul, — ------ ----- 9'xT overhead door 24'-0° 9'x7'overhead door ARRY GORDON ARCHITECTURAL DESIGN Royall Residence ^ Rom.: 3/24/1 O A .entervllle, MA 02632 508-790-1 246 49 Sheep Meadow, W. Barnstable GARAGE-MUDROOM PLAN rev. dote: SCALE; WINDOW SCHEDULE WINDOW UNIT R.O. REMARKS 344G doub. huno 42 x 57.5 Harvey Indust. Vicon Cla551c 344G-2 doub. hun (52 x 57.5 Harvey Indust. Vicon Cla55ic 284G doub. hun 34 x 57.5 HarveyIndust. Vicon Cla551c 343 I doub. hun 42 x 49.5 Harvev Indust. Vicon Cla551c o_ DIN. RM. A G'-G}" G'-G " — A WPI-K IN 2E50 iu 11 — 1 11 I 3" 3 4 5" 2 5" 1 1 I I" I 1 1 11 1 W. I 11 11 ��R61R 1 11 I LIV. RM. v/er io I N 1 1 M 1 1 toed D. UND. I 1 11 9Up per part) � 1 Q 6 2, I 11 1 ooEfer�d�n9 1 11 � � I'- 1 1 4'-8" o) -_ 11 1 1 11 21,AZ vanty O � EXIST.F10U5E 1 6 4„ V- NOTE: Dimensions are to FACE of frammg or to CENTER of wails, doors,windows. 0 .ARRY GORDON ARCHITECTURAL DE51GN Royall Residence REV.: DATE: 3/24/10 A�5 :entervllle, MA 02G32 508-790-1 24G 49 Sheep LE Meadow, W. Barnstable MASTER SUITE PLAN rev. date: SCA : 1 4"=t'-0" ...... . . . . . . . . . Azek tnm,tp. 12 10� Azek tnm,typ. 0 ®® 0 0 ® 0 100 ® 00 � 0a ® 0 0 0 0 0 0 0 0 0 0 0 00 00 344 - 44G 3 4G 6x6 col. 3 4G oo as ���� ------------------ --- ------------�.-- col.— _ 00 oa o0 00 aao a000 V-4"platform 9k7'gar.dr.,typ.. - 3G"-O" MA5TER B/R ADDITION 30'-O" EXI5TING HOU5E 34'-0" GARAGE ADDITION ARRY GORDON ARCHITECTURAL DE51GN Royall Residence REV.: DATE: 3/24/10 ;entervllle, MA 02G32 505-750-1 24G 49 Sheep Meadow, W. Barnstable SOUTH ELEVATION rev. date: SCALE AN6 0, 12 2 �4 1 I I 2 ! Azek trim,typ. 1211 19" 3.0 rFM Li —��------- -- �— li 344G-2 Azek trim,typ. N Azektrim,typ. 1L--------- -- -------L trn,yp-- _ Azek -------- —————————————— I I FM ® � II I I -- ---———————— 3446 = I I 28AG ———————— ———————————— sIL------------------- I -------------------- — ---- E �B'�" rfi—dR51.—————— I c I r__--- , I I I I �y 33'-0"fram.dim. E WEST ELEVATION EAST ELEVATION ARRY GORDON ARCI11TECTURAL DE51GN Royall Residence REV.: DATE: 3/24/10 ��� o. :entervllle, MA'02G32 508-790-1 24G 49 Sheep Meadow, W. Barnstable EAST & WEST ELEVATION rev. date: SCAM: 3 16"=1'-0" .�kr exi5t. dormer roof Vellux FCMM3030 343 - ® H I M Webb OWV 2-0 09 11 3446-2 54G264G -------------------— ----------- ---------- 34'-0".GARAGE/MUD RM.ADDITION 30'-0" F-XI5TING HOU5E MA5TER B/R ADDITION ARRY GORDON ARCHITECTURAL DESIGN Royall Residence REV.: °A�` 3/24/10 :entervllle, MA 02G32 508-790-1 24G 49 Sheep Meadow, W. Barnstable NORTH ELEVATION rev. date: SCALE: A-$ o 5 ' MENU cont. ridge vent 2x8@ I G"rafters, typ. 2x 112 e"Zip plywd. sheathing, 2xG@ I G"collar ties 4 Vellux 3434VCM skylight asphalt roof shingles, 5"Zip plywd. sheathin 2x8@ 16"rafters, typ. asphalt of shmgles,typ. 12 raised 2-2x8 header II� Azek trim, typ. Harvey Indust. 343 10 Vicon m Classic D.H. window c 9 Y <n �fir. of connector be and Unfinished Y lead flashing ——————— ----------------- —————————— rake bd. beyond 12 4 2x 10 @ I G"O.C. 2x8@ I G"rafters 10' 2-2x4 top pl.,typ. 5/8"Fire de GWB on strapping 3 Z x 114"paralam W 12x45 stl. bin. 2x4@ I G"wall,2"Zip ! I L t 5/8" Firecode GWB plywd. sheath., cedar shingles ! E 9'w.x7'h. gar. dr. GARAGE WORK RM. l 22'-8" 10'-4" I I Fin. Fir. in EL. 57.5 c E 8"conc. frost wall, typ. G"conc. slab I O"x 12"conc. footing c0 I 0"x I G"conc. footing,typ. V ARKY GORDON ARCHITECTURAL DE51GN Royall Residence REV.: °A 3/24/10 ,enterville, MA 02G32 508-790-1 24G 49 Sheep Meadow, W. Barnstable CROSS SECTION A-A rev. date: S A�9 0. cont. ri ven Velux FCM 3030 skylight 2xG@ I G"collars e"Zip plywd. sheathing, o ening framed asphalt roof shincjIes, 12 — r 2866 door 112 2x8@ I G"rafters,typ. Connector 3/4"COX(glue t nail) . (no finish) 2x4 raised plate, typ. m 2x8 rim joist,typ. 2x8@ I G", R-30 hi h dens. FG insul. 2-2x4 top plate,typ. Azek fascia bd. I O" Azek soffit w/cont. bee vent . Ad. 1/2"GWB,typ. zek freeze b 1? t C 2x4 @ I G"wall, R-15 FG msul., MUDROOM 2"ZIP plywd. sheath. (install 2L vertically from rim joist to top plate);cedar shingles, typ. 14'-7" fin. fir. (elev. GO) garage slab 7A (elev. 57.5) N_ 2x I O@ I G", R-30 FG insul. 4'-0" P.T. 2x4 plate, typ. in N 4"rough cons. slab E FEW- = 03 I1 8"conc. frost wall,typ. 7 CID I O"x I G"conc. footing,typ. ARRY GORDON ARCHITECTURAL DESIGN Royall Residence REV.: LATE: .enterville, MA 02G32 508-790-1 246 49 Sheep Meadow, W. Barnstable CROSS SECTION B-B rev. date: A-10 SCALE: O 3 8"=1'-0" 24'_0" 10'-0" 48"M.O. 10'-0" ------ --- --------- --- I I I I I I I I I I 0 1 1 o I I 1 1 I I I I I I I 8x 12 conc. ftg. I I MASTER SUITE FOUNDATION ---- --- 1 line of exist. ——— ——— — I house N I I o I IN ( G"concrete slab I I 1 3'-2"I I (EL. 57.5) I 1 11 N I L- 8"pour. cons. I I frost wall,typ. I t tYP• —— _ _ 3"rough slab 1 1 I I — G found•ye� ' ——————— r (EL. appr. 5G.5) I 1 8x I G pour.cons. I I 1 8x d footing, typ. 1 0 1 1 I I 1 0 1 11 f 1.GxG Pp5t 1 1 1 0 1 N I I 1 1 2Qx2Qx 12 rough 51ab 1 1,i 3 I 11 11� , �0'O" ——, I frost wall below slab I 1 I I Id =1--— ——— — ----- 1`n -52„— __- 1 1 1 J line of eXlSt. 1 1 — house MUDROOM-GARAGE FOUNDATION l 12.5° 3` 33 1 _— 1. 03 8x I G pour. cons. 8"pour. cons. footing,typ. 2 frost wall,typ. ARRY GORDON ARCHITECTURAL DE51GN Roy all Residence REV.: DATE: 3/24/10 entervllle, MA 02G32 508-790-1 24G 49 Sheep Meadow, W. Barnstable FOUNDATION PLAN rev. date: SCALE S■1 1---. 3/16"=1'-0" o, Ell- 24--0" ' 2x 10@ 1 2"O.C., typ. 2-2x 10 I 0 2'-0" 10'-0" 2x 10 rim joist,typ. O edge of slab 2 2x O 2-2x4 top plate, typ. vG'-10" O o of tair p II @48"O2x 10 nC.br typ. n9 (V m m N m 2x 10@ 1 G"O.C. C.L. steel beam s (I 2W45) 3/4"CDX 5ubfloor x (glue nail) 2x 10@ 1 G"O.C.,typ. v L J N r � P.T.2x4 plate 2x I 0 rim joss 2x 10 ledger(lag LL I I I Lu into house) 10'-0" MUDROOM FLOOR FRAMING GARAGE CEILING FRAMING a" ARRY GORDON ARCHITECTURAL DESIGN Royall Residence REV.: °ATE' 3/24/10 :enterville, MA 02G32 508-790-1 246 49 Sheep Meadow, W. Barnstable FLOOR / CEILING FRAMIN rev. date: Ste, I S-2 °i 3 16"=1'-0" 7�r , a .. 2� 01 1 3,_6, 2x 10 rim joist, typ. 6" 1 3'-1" P.T. plate,typ. 3 1 -7 2x 10@ 1 G"floor joists,typ. 0 T PpSt do N GxG P . ' 3/4"CDX subfloor 2 1 75x9 5 tV1 (glue's nail) N O_ CP 2x 10@ 1 G"floor joists,typ. 2x 10@48"wind brac., typ. P.T. 2x4 plate,typ. 2x 10 rim joist,typ. MASTER SUITE FLOOR FRAMING ' '\RRY GORDON ARCHITECTURAL DESIGN Royall Residence DATE: 3/24/10 entervllle, MA 02632 508-790-1 24G 49 Sheep Meadow, W. Barnstable FLOOR FRAMING rev. date: S �7 24'-0" 4'-0" 10-0" 4'-0" O �Yi 2-2x4 top plate, typ. (V N 4' G" Vellux 2-2x8 hurricane tie ea. 3434 typ• rafter, typ. — 2-2x4 top plate,typ. I R.O. 0" TT 0'0"sh d 0-wil I2' 5/8"Zip plywd. sheath. typ. 2-2x8 rafters 2x8 rafters, typ. r Vellux 5/8"Zip plywd. O 2-2x8 rafters R.O. sheath. typ. m E rr) 'E 2x 10 ridge bm. 2x I 0 ridge bm. In r? ridge straps ea. ridge straps ea. N m rafter,typ. rafter, typ. 2x8 rafters @ I G", typ. O m 2x8@48"wind N bracing,typ. hurricane tie ea. 2x8@ I G"rafters,typ. rafter, typ. nz I I MUDROOM ROOF FRAMING GARAGE ROOF FRAMING ARRY GORDON ARCHITECTURAL DE51GN Royall Residence REV.: 0ATE: 3/24/10 .entervllle, MA 02G32 508-790-1 24G 49 Sheep Meadow, W. Barnstable ROOF FRAMING rev. dote: Ste: 16"=1'-0" S-4 0, 3 . r. s 1, t ' 2-2x4 top plate,typ. _ 2x I O ridge bm. O ridge straps ea. rafter,typ. 5/8"Zip plywd. 5heath. typ. O O- `p N 2x8@ I G"rafter,typ. hurricane tie ea. rafter, typ. 2 1 n e m. Q :o 2-2x4 top plate,typ. hurricane tie ea. rafter,typ. 5/8"Zip plywd. 5heath.,typ. 2x8@ I G"rafter,typ. 2x8@48"wind brat.,typ. MASTER SUITE ROOF FRAMING 6 RRY GORDON ARCHITECTURAL DESIGN Royall Residence REV.: FDATE: 3/24/10 enterville, MA02G32 505-790-124G 49 Sheep Meadow, W. Barnstable ROOF FRAMING rev. date: E S-5 01 3 16"=1'-0" 2-2x4 top plate, typ. 51mp5on HR54 I GZ strap 51mp5on 5T 18 strap, alternate 2x4 @ I G", typ. Onside t-out), typ. studs Onside t.out), typ. I I I I I I I I I I n I full-length.3 Z"x 1 1 4" partlam I n I I I n I II II II II . I I I I L E 4-2x4 king studs ea. side, typ. � —IN 2'-0" 9'-O" 2'-0.. 51mp5on hDU5 hold-down, typ. 8" cons. frost P.T. plate I lo I G" cons. slab wall, typ. _ I 121 I — ---------- --------------- — -------------------------- — — I'rG" 1—0'-0" M.O. 1'-01 10'-0" M.O. I I I I. I 24'-0" I. GARAGE FRONT WALL FRAMING ELEVATION LARRY..GORDON ARCHITECTURAL DESIGN Royall Residence REV„ DATE. 6/7/1 0 49 Sheep Meadow, W. Barnstable rev. date: SCALE: S-6 Centerville, MA 02G32 508-790-124G P n+e Town of Barnstable rok� _....._. 0 BABNSPAMLE.+' Regulatory Services - - MASS. 039 ,0r Building Division p�FO MA'S a• 200 Main Street, Hyannis,MA 02601 Office: .508-8624038 Fax: 508-790-6230 ' I Inspection Correction Notice 2' ° I ---,"-Type of Inspection � Location `/� SSE14 /�F4.� /PA Cv� Permit Number Owner ocy A-C-c- Builder qC-"'62_ One notice to remain on job site, one notice on file in Building Department. G / following items need correcting: r l D N � oC S '\ i t U Please call: 508-862-493-8 for re-inspection. PAd /VInspected by c r Date //z-/IL) -oFTMErti Town of Barnstable BARNSlABLE. :. _ Regulatory Services MASS. a q ". A. Building Division .. 200 Main Street, Hyannis, MA 02601 `Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location S�9 s �/uC �ZeS1DC� ,Permit Number Z Owner xeo y Le Builder i One notice to remain on job site, one notice on file in Building Department. The foll ing items need correcting: C-C 6e F6 C/w)5 0'C sT6� /3E fit �� L?"s l�lo c 1L o ;�� &9ZE '1--f YY -7-/0-/1Y V >. Please call: 508-862-4'9--WTor re-inspection. I Inspected by Date Lo z 1ME Town of Barnstable 1p . . —per.. x .. ... tc. .. I� BARNSTABLE. Regulatory Services } V MASS. '639. Building Division. prFO MA'S� 200 Main Street, Hyannis,MA 02601 "Office: 508-862-4038 Fax: 508-790-6230 ' Inspection Correction Notice Type of Inspection fiw Location" S��/uE��,1� •�;•Permit Number .Owner o.y L[.— •-Builder f?!5r� „J One notice to remain on job site, one notice on file in Building Department. ? ,' The following items need correcting: jt . Sic cefee CAM- 5 n c ' S7'r-c� lac- fu �� (---s D "o� cc 110 p /7 e s . �uetEz �0'I4 AA., P,55WEE i �S Please call: 508-862- for re-inspection. sv' Inspected by Date / Lo Z 1 C? r � TOWN OF BARNSTABLE Permit No. ______--._26170 � •� •` Building Inspector 13AIMrrm 3 _ Cash --____-- '°b !ago `¢ 7 °""y' - -� OCCUPANCY PERMIT Bond Issued to Jeffrey Johnson Address lot /#13 49 Sheepmeadow Road, West Barnstable Wiring Inspector 1 Inspection date Plumbing Inspecto'/r l`- ` ` Inspection date / Gas Inspector L.N ` Inspection date ` �1 Engineering Department` � vlgoJN CLF_mGc Inspection date Board of Health r'1 - ���i - ( Inspection date � i I THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION,119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ....................................................... 19............ ......._............................................................................._._...... _._._ f Building/Inspector I FROM + . TOWN OF BARNSTABLE, j BUILDING DEPARTMENT '�Town FraFrancis ��� • .es.a asa r.m7 MIN 36A STREET HYANNIS� MA 02Wl own Clerk rv« .cs• . ---------------- Phone:Phone: 775-1120 SUBJECT: ♦ FOLO HERE ! DATE ' July 26 1984 MESSAGE Work has"been ca�leted under Permit #26170 (Jeffrey Jahnsori) . ` _'r+►wa.►asT ss o..er!" t f rr-..'tiw tts�'..Ya IFf • .F wy,«Y.Y,.• •.+Y a�� rN . y.•♦r « Please release.Bond. I SIGNED � - DATE REPLY SIGNED N87-RM1 - - ` - RECIPIENT: RETAIN WHITE COPY,RETURN PINK COPY ' - •-PRINTED IN_U.S.A.• SENDER: SNAP OUT YELLOW COPY ONLY.SEND WHITE AND PINK COPIES WITH CARBON INTACT. Y :r ` Ct Assessor's map and lot number .......I.��..i. ............... Sewage Permit'number"...Q....L..`Flo.. .... .....!�.......� OF TO .T,gVEv �! `� Z BAHBSTABLE, House number .................................. y.... �. � 5• 9-� ,... �► • q rasa ................... F wR a� 0�1�1��=<<: TOWN - OF BARNS-T° �B� Er" BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..... ` ..... ..... ...... .....�7 . P .. TYPE OF CONSTRUCTION ........... . .. ftl!�Zsn: ............................................................. ......... ... (........................19..9. J TO THE INSPECTOR OF BUILDINGS: The undersigne a by appli s or a permit accordin to the f win information: 001/ Location ........::... ....../.. ...................... ....... -. ... . J,, .....� ....... ProposedUse .. � ..,Js�rz....... ........: C_8,L........................................................................................... Zoning District t .. ........................ .�..:,.�Qrl.�� .� .�•;.......?\F..Fire District .......�.::..��t.V..►.'�.L.4-�'�.�.. Name of Owner ..... . .. .. .�1 r �fl�J. .?y,.�...............Address .. ?t..le, `? .,...�J�%:...;�. ':.w., ..�l C)2"y) r Name of Builder ..... ... .:.. ..C"rnf1? �1. ..tlT+��....Address ... ... .. ..mfl 9>!....`-�./....... . t,rydE11!1/'1.!...J.✓N�.:..c32 b G i Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ..............1-... �.......................Foundation ..��u. .t�......5�4 N. :r?r�.� .,...................... Exterior .C.\N. .1 oftad&..� 0.....................Roofing ......A*b4A.L...S.k;J �{.5.................................. Floors �,3.i1 ,..�o..�:?.(?1 ....C1t.r� i.�..�.vl!".WQ Interior .......' _ 0 ► ±....�i_ ?. -QQ.....................`..................'..... Heating :., .4z....b-sl�...Ca_Lk.....................................Plumbing V�'y....KJ4V' Fireplace .'.. lC�. . CXz.i... .k�.,,X ..:.... k�rrtApprox'mate. Cost ......r..�r�..... .............................. Definitivq �,*n Approved by Planning Board _ __ ___-_______19_______ . Area � o..` . +I't w� ' .......� = Diagram of Lot and Building with Dimensions � � r(}y4�►� Fee .................... .�/.................. SUBJECT TO APPROVAL OF BOARD OF HEALTH po OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulati ns of the To n of Ba stable re arding the above construction. Name ....... ........... ...... � ...... ....... ............ Construction Su ervisor's License ..........�.!..✓..... ............ Y JOirNSON, JEFFREY No 2 G 17.4.... Permit for ............... ....... .. .... .. Single Dwe.l.li.n.g ........ ... ................. Location ...Sjqppme.ado.w...R. d. West Barnstable .................;......................................... ................... Owner .....J.e.f.f.r,ey....Johnson.......................... ....... ..... .. .. .......Type of Construction ....Frame........................... ........................................................................... Plot ...................... Lot.. ................................. Permit March' 16 , 19, 84 Granted ........ j- ....................19 Date of Ins tinny Date Completed .......19 L o-7 INI ko MI i r. e r m �l Assessor's map'-and lot number � :...� S �" THE P TOE OF Sewage Permit,- number ::U..............1�1..� z;;x BAS s LE, i Housenumber ...........................:....... ..! •.... ........_:.....:.... 9 me Apo,1639. \0� QEDM G A .1 TOWN OFF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO Q....JrY ,•.. � ..? a'..... TYPE OF CONSTRUCTION ...... 0.11 ..................... ... . .l..c........................., 9. TO THE INSPECTOR OF BUILDINGS: The undersigned—hereby applie/s"forr a permit according'to the followin information: G2 c _may-t7 e.�-�u�!.�, ..-�.4'!il .... .,/. .1. ....:+CX.t !Y� .....�r�. ... Location ......... .............................A.......... . .. .. ..`.. ..�.�. r )_ 6 ProposedUse ..�� 8...\ ..&AAK Q .......................................................................................... Zoning District .��✓..:...:��� J7��xuJ> <1.........................Fire District .......�t�.!....AJ �►'\ C►-+Gr'S........................... Name of Owner: .� O �C>1� .�. ?�>�...............Address .. ..�.�.!!J:.S.I..,...J�.�. . .. I1.I.�..YlI. .OZIO Name of Builder ...:. 3Y�:`s..F:.1'eSrn�.Srd�s.L.. 54�.:....Address .:34c1..m .1. ....s.1..>.:.. �..�lR✓�t'1.!....S.t�'� .:..CS2 bO 1 � T✓.c 1 Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ............. ..\ ^?'�^-��.:.....................Foundation C,<.?o., . (.2.57. ....................... Exterior ���Ai�.�caf�2.C.�.S... ....S.h.!.✓!}.�£5......................Roofin 5php+Ar ...-Sbj1vS�.-.S.................................. f 1 Floors `...).(.R..Q.Q... ..lx?:C�,QQ......r0.......x..<..V.In?'n�....lnterior ......���.1... llti?u-QQ...............:.. ............... Heating ..�-N;ka._.,.....�.� ....4-(..„,X......................................Plumbing ...I.. u.•. ........ �. ... Fireplace �( �........ ... .... .... .1<!•L.;.... . 14!^-....... Approximate Cost ......r?.CO.e.a. .0....................................... Definitive Plan Approved by Planning Board -- ___________19_______. Area ....1.�.�,) ....................... Diagram of Lot and Building with Dimensions �j�� f j(ay��Zt� Fee ............................................. SUBJECT TO ,APPROVAL OF BOARD OF HEALTH I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable,`regarding the above construction. i Name, ....... .....1 : ...................................� \ ............ Construction Supervisor's License ................�.................. JOHNSON, JEFFREY A=109-28 No Permit for ... ............ .........S i.n.q 1.e...F.aam.i.l.v...Dw.el.l.i.n.g.......... .... ...... .. .. ....... .. .. ..... .... .. . .. Location ....Lot 13,....4.9..Stjqpp Rd.. West Barnstable ............................................................................... . Owner .....J.e....f...f.r....e.-v.....J.o..h....n..s...o...n......................... Type of Construction ...EKAMe...... .................... .............................. Plot ............................ Lot ..................... ......... Permit Granted ..nrch 16,..............19 84 .................. Date of Inspection ....................................19 Date` Completed .......................................19 I i o Locu 1 74,3p Cb o �e e� \ Qe ear �reeQ M. \e o LOT 13 v�Ps r boo �o���ee 35,018 sft reyet �/ St —53 EXISTING 3 BR LEACHING FACILITY CA LOCUS MAP 0 54 RISER / / SCALE 1"=2000'f ASSESSORS MAP 109 PARCEL 28 55 // LOCUS IS WITHIN FEMA FLOOD ZONE C 56 ti§Ca / // ZONING SUMMARY ZONING DISTRICT: RF i i � ST� MIN. LOT SIZE 43,560 S.F.* MIN. LOT FRONTAGE 150' PROP. GARAGE / / MIN. FRONT SETBACK 30' \ ' \ BH / / MIN. SIDE SETBACK 155 s8 BLOCK \ // MIN. REAR SETBACK 15 \ PATIO *SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT EXISTING \ �o DWELLING ( r �� / // SITE IS LOCATED WITHIN AP DISTRICT a• TOP FNDN. 59.1' �\ �iT• FlRST n- 6o.o' �•\\ STONE OWNER OF RECORD v°ELM/- LEE ROYALL \\ P.O. BOX 352 DILLARD, GA 30537 4.9 PROP. ADD'N. d. 2 ' REFERENCES m, 57 NEW /� // DEED BOOK 22529 PAGE 305 WELL / �' Q PLAN BOOK 301 PAGE 99 SEPTIC AS-BUILT CARD #07-552 56 // (COMPLIANCE DATE: 12/6/07) NOTES: 1. DATUM: APPROX. NGVD 2. EXIST. 2 BR DWELLING, ADDING 1 BEDROOM w i i 50 0100 DRAIN � �� �;�i'�j� ' SITE PLAN EASEMENT / / SHOWING PROPOSED ADDITIONS AT 49 SHEEP MEADOW ROAD DMHo TEL WEST BARNSTABLE i� i RISER ELEC. PREPARED FOR c v PAD �6' / �� fax 508-362-9880 ��NOFs �����HOFMAss9cy V. .LEE RO i ALL s CATV 0 downcope.com © ��� 9cyG ��o DAANIEL Gum i o DANIELA. RISER �OWII CQpe e/1g/IIeB!/0 /IIC o� OJALA ��, OJALA JANUARY 15, 2010 y IVIL C q No.40980 civil engineers pNo.46 0 fop sS\o > land surveyors �"�S - 1 b ` SrE�` ,� qND uR o Scale: 1 = 20 . 939 Main Street ( R to 6A) YARMOUTHPORT MA 02675 DATE DA A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET 10-004