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HomeMy WebLinkAbout0071 PINEY ROAD �'7/ _/ ��� �GG�i . . r y `' � , �� �� �, ,� ;�, 'r 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 Parcel v2 Application #_6 Health Division 1�l3/�y Date Issued Conservation Division d" Applicatione Planning Dept. Permit Fee ��b CD Z Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 7/ �,(/� ✓'�o � Village (0 Owner /����LtirtJEl -�(/ Address Telephone-6/0 Permit Request *2 Square feet: 1 st floor: existing proposed �?d 2nd floor: existing proposed /D5/ Total new Zoning District �/� Flood Plain Groundwater Overlay Project Valuation Construction Type 1��A65 Lot Size, 0447 `'R•��' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Y,1U Historic House: ❑Yes )(No. On Old King's Highway: ❑Yes ❑ No Basement Type: W Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) /0/A Number of Baths: Full: existing new new / Half: existing new Number of Bedrooms: T existing D new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other ? o Central Air: Yes ❑ No Fireplaces: Existing / New Existing woo� coal stovw: ❑ '�s No p 9 9 � --� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn::1 Qxisting ne\mo 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) /4:5-72,22;k Nameol4f Telephone Number Address Po X aQ License# /?1lT � Home Improvement Contractor# Email r r' Compensation Wo ke s # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ' C ADDRESS VILLAGE OWNER DATE OF INSPECTION: s FOUNDATION ® I Z-h)l y L�)s6, QiR>3kL 115 'FRAME ? A a2t� INSULATION L4&5 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING `1(1- S lor-c-, a ) DATE CLOSED OUT ASSOCIATION PLAN NO. .bA 3 t r - r r ' h o. asset:huse f •; 1�ie Consr�rta� f:� , - Office of I tigati-ans ' 600 Maykington Street Boston,M,4 02111 WFCryR masmgvWd is Workers' Compensation Insurance Affidavit:Builders/Coats-a:cto sfEiectricians/Numhers Applicant Infarmation Please Print.Legibly Name M nezlO�anizationitndividoal7: Address: /�Zlo Citytstat&Zip: Phone Aire you an employer?Chttiie appropriate box; Type of project(required): 4. I am s contractor and I 3'�e �' 9 I.jX I am a employer with ❑ 6- ❑New lion loyees{full andlor partime}* have hired the subcontractors t 2:El I am a sole proprietor or partner- listed on the attached sheet.: +�. ❑Remodeling ship and have no employees These sob-contractors have 8. ❑Demralifi�n w for me.in an c ci r employees and have workers' o>lflng � Y � t3• c isssuraIIce.� g_ ❑Building addition [No'workers came p.insurance comp. ❑ We are a corporation and its 10..❑Electrical repairs or additions 3. I am a homeowner doing all work officers hen a exercised their I I-❑Plumbing repairs or additions myself. [No wcrkm'tip- riot of e2mraption per MGL 12❑itoaf inns-ante required•]b c.152,§1(4),and we have no repairs employees-[No workers' 0-0 Other _ Comp.insmmnce required.]; *Any agpbamtt that checks ban t+1 nmst also fill out the section below showing then vo3cers'compensaiiou poRu adbrmiduaL T Snmwwners wbo submit this affidavit indicating they are doing all wo*ml then hag outside coatractors n submit a M--W affidavit berraiinF sodi tContoactors that check this box must sttached an additional sheet showing the name of the sub-ooaffrxtors and state whether ornot Sense entities have employees Iftbe sub-caattactors have emplUees,they must provide their workers'comp.polies number. lam an employer that is prmi&b rW tt orkers'cottap uyation irtrurance f or my,employees. Below is thapogi7 and,}ob site info rwattgn. Insumce CompanyName: C�a/✓%%C!/Ls1(�/f'�'��/ / �E i� N�" - Policy 9 or Self-ins.I io'� ���f '.f�.27�P�717 ��� Expiration Date. Job Site Address: ;71 City/StatelZip: A#each a copy of the workers'compeasation policy declaration page(showing the policy number and expiration date). Failure to secant:coverage as regtureduuder Section 25A ofMGL c, 152 can lead to the imposition ofcriminal penalties of a fine up to S 1,500.00 anchor one-year impris nment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250-00 a day against the violator- Be advised that a copy of this statement may be forwarded to the Office of Iiivestigations of the DIA for instance coverage v cation- I do hereby certify a tliepain penalties gfpedwy that the information prasided abm a is hue and correct Sii?natirre: Gry�` Bate: Phone# �0r-� aT. (]facial rise on[y. Do not write in this area,far be completed by city or town official. City or Town- Perraitlhicense ff Iss'uina Autharitg(circle one): , 1.Board of Health 2.Building Department 3.Cityll own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#_ 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statate,an errrployee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,-or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or IocaI 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 aiiy applicant who has not produced acceptable evidence of compliance with the insurance.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 of public work until acceptable evidence of compliance vYrith the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' 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 cer ti-ficate(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 carry workers' compensation insurance. If an LLC or LL 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. AIso be sure to sign and date the affidavit The aft-davit 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 i a 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 permitllimase applications in any given year,need only submit one aff davit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for futare 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 (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. fie Comiamwealth of Massachusetts Department of Industrial Accidents Office ce of kvest ptious 600 washinatoa Strut Boston,MA 02111 Tel.A 617-727--4900 W 406 or 1-3 MASWE Revised 4-24-07 Fax#617-727-7-149 w .mas&govldia i Rightfax N1-2 .10/27/2014 12 :27: 48 PM PAGE 2/002 Fax Server CERTIFICATE OF LIABILITY INSURANCE DATEiMNVDD/YYYY) T. FICATE 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 THE CERTIFICATE HOLDER. IMPORTANT;If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s PRODUCER CONTACT NAME: HORGAN INS AGCY INC PHONE FAX PO BOX 250 (A/C,No,Ext): (ac,Nn): HYANNIS,MA 02601 E-MAIL ADDRESS: 28XBF INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: COVTM%-NTALCASUALTYCOMPANY A I ENTERPRISES INC INSURER B: INSURER C: PO BOX 2056 INSURER D: COT UIT,MA 02635 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: IS IS TO CERTIFY THAT THE POLES OF DM RANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWn'HSTANDNG ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN B SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSA ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MMWMYYYY) (MMMD\YYYY) LIMITS GENERAL LIABILITY ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR. DAMAGE TO RENTED $ REMISES(Ea occurrence) ED EXP(Any one person) S GEN'L AGGREGATE LIMIT APPLIES PER: ERSONAL 8 ADV INJURY $ ENERAL AGGREGATE $ POLICY PROJECT a LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE $ LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND WCSTATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-0276M742-14 07/10/2014 D7/1812015 X i LIMITS ANY PROPERITORIPARTNEPAD(ECUTIVE ® WA OFFICERIMEMBER EXCLUDED? E.L EACH ACCIDENT $ 500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 11 yea,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONStLOCATIONSIVEHICLESIRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION PATRICA RENEHAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 71 PINEY RD BEFORE TH PIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDAPIPE WITH THE POLICY PRO AUTHOR EV RpRESENTATIVE COTUIT,MA 02635 j 1 ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPORATION. All rig " esert►ed. � E t° ti Town of Barnstable Regulatory Services yMASS. Richard V.Scali,Director . i639� �� ' 639 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 Using A Builder e as Owner of the subject property hereby authorize to act on my behalf; in all matters relative to work authorized bythis building permit application for. �/` �i�✓������ ���.�-tom ` - -- --- _ _ " (Address of Job) "Pool fences and alarrns are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted.' 4ignaltX�670er. Si attire of Applicant Ta4-P,-C.,/ 'a Print Name Print Name Date Q:FORMS:O WNERPERMISSIONPOOLS Town of Barnstable Regulatory Services �� Tory Richard V.Scali,Director Building bivision rt � * Tom Berry,Building Commissioner 1 ��� 200 Main Street, Hyannis,MA 02601 QED www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied 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. (Section 109.1.1) 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,RuIes &ReguIations 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 formlcertification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 n ]1 8' Edition Massachusetts Building Code ( , t Mass..Version of the WFCM 110 MPH Exposure B Checklist MIKE NwZ1�E p ENGINEERING Summary of Construction Requirements CONSULTANTS structural civil environmental Project:,. 71 Piney Road, Cotuit, MA • Per review of location, site is Exposure B • The Mass Checklist has been satisfied. Standard framing connection requirements: Table 2 from WFCM manual. Anchor Bolt Requirements: 5/8"bolts.spaced 48"o/c with minimum embedment of 7" into concrete. Additionally, a bolt must be placed between 6"and 12"of each corner. All sill plates to be connected using 3"x3"xl/4" square plate washers. Floor Construction Requirements: First two joist bays of the floor framing from each gable end to be blocked with TJI blocking or 2x lumber 4'on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6"spacing at the edges and 12"spacing in the field). Exterior Wall Requirements: All exterior wall studs to be 2x6, 16"on center. The double top plates on the exterior walls to have a maximum splice length of 4 feet and splices to be nailed with 16-16d nails in accordance with Table 6 in the WFCM 110/B booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 4- 16d nails per foot for all elevations. For all door and window openings,multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required,for opening 5 feet to 9 feet wide, 3 kings studs are required, and for openings 10-12 feet wide,4 king studs are required. Opening up to 5 feet, 2-2x4 headers are required, for openings up to 6 feet 2- 2x6 headers are required, for openings up to 7 feet 2- 2x8 headers are required,for openings up to 8 feet 2-2xl2 headers are required, for openings up to 9 feet 3- 2x10 headers are required, for openings up to 10 feet 3- 2xl2 are required, for openings up to 11 feet 4-2x10 are required. Refer to the design document for specific. requirements. For shear and uplift connection of the sheathing,the sheathing is to be nailed as shown on the f design plan documents. All nails are to be 8d.or equivalent gun nails(.131 x 2 1/2"). In order to ' eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed and nailed in accordance with Note 4 on the Mass Checklist. This includes using full sheets of sheathing running from the PT plate at the foundation up to the top plate of single story walls and at least 2"into the floor box on two story walls(Note 4 Sheet attached). 1279 Millstone Road Brewster,MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com Roof Framing Requirements: Rafter connection to the top plate requires Simpson H2.5A hurricane clips with 2x blocking between joist bays toe nailed to the rafter and top plate with 7x-10d nails per bay. If blocking is not desired, Simpson H-l0A or H-14A hurricane clips can be substituted and installed on every rafter without blocking. All clips to be install in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with(5) 1 Od nails per side or use Simpson LSTA 18 straps from rafter to rafter over the ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6"on center at the edges, 6"on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per the WFCM. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection.The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap,hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. This review was completed on plans submitted by Thomas A. Moore Design Company and was based on the floor plans and elevations provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the wind design. c. RK A+. - Z Mark . McKenzie,P.E. N .396es Pres. McKenzie Engineering is Attachments: Mass Checklist AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).....................................................................................................................110 mph Wind Exposure Category.................................................................................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z. stories s 2 stories RoofPitch ............................................................................(Fig 2) ........................................... IZS <_ 12:12 Mean Roof Height...............................................................(Fig 2)............................................. .7 ft _<33' Building Width,W................................................................(Fig 3).................................................�fs ft <_80' Building Length, L...............................................................(Fig 3)..................................................±LL ft <80' Building Aspect Ratio(L/W) ...........................:....................(Fig 4).................................................1 .14 <3:1 Nominal Height of Tallest Opening2.....................................(Fig 4).................................................&r<6,8„ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. y� ConcreteMasonry..................................................................................................................................... ice 2.2 ANCHORAGE TO FOUNDATION',3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)................................................ qz in. Bolt Spacing from end/joint of plate.............................(Fig 5)...................................... '9_in.<_6"-12" Bolt Embedment-concrete.........................................(Fig 5)...............................................4 in.>7" V Bolt Embedment-masonr y..................................... ...(Fig 5)............................................— in._15„ PlateWasher................................................................(Fig 5)...............................................>_3»x 3"x 1/4" 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension....................................(Fig 6)...................:................................_ft:_ 12' rthn- Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................... .......... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)........................:........................ ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8)...................................................r—ft <_d i FloorBracing at Endwalls....................................................(Fig 9).................................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness..................................................(per 780 CMR Chapter 55)....................... ZY'4_in. Floor Sheathing Fastening...................................................(Table 2)..._I_d nails at min edge/JZ-in field 4.1 WALLS Wall Height Loadbearing walls.........................................................(Fig 10 and Table 5)............................S ft <_ 10' -4z Non-Loadbearing walls.................................................(Fig 10 and Table 5)............................!!e,-ft <_20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)....................W in.<_24"o.c. Wall Story Offsets .........................................................(Figs 7&8)...........................................— ft s d 4.2 EXTERIOR WALLS3 Wood Studs / Loadbearing walls.........................................................(Table 5)..............................2x 6 - ft O in. ✓ ...................... able 5 ..............................2x - ft_in. 17 Non-Loadbearing walls.......................... R ) J� Gable End Wall Bracing' Full Height Endwall Studs.............................................(Fig 10).................................................................. ✓ WSP Attic Floor Length..................................................(Fig 11).............................................wit•>_W/3 Gypsum Ceiling Length (if WSP not used)...................(Fig 11)..........................................N��'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 L Splice Length .........................................................(Fig 13 and Table 6)..................................... ft Splice Connection (no. of 16d common nails)..............(Table 6)...........................................................10 AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections t/ Lateral(no.of 16d common nails)........ .......................(Tables 7).......................................................2. Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)..............................................:.........._. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .................................. ...................(Table 9)..................................._5L ft O in.s 11' Sill Plate Spans .........................................................(Table 9)...................................eft 0 in.<_11, Full Height Studs (no.of studs)....................................(Table 9)........................................................._1- Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..............................................................(Table 9)...................................eft ("p in.s 12' Sill Plate Spans............................................................(Table 9)....................................ft40 in.<_ 12" Full Height Studs(no.of studs)....................................(Table 9).........................................................�i Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously^ Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................65<6'8„ Sheathing Type........................................:......(note 4)......................................................CD 21. 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)........................................................... Percent Full-Height Sheathing.......................(Table 10)....................................................q!:C% 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.........................................................................a s 6'8" Sheathing Type...............................................(note 4)......................................................6�71 _ Edge Nail Spacing..........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing able 11 ................................................. iD., Shear Connection(no.of 16d common nails)(Table 11)................. .. .... . ......................�1 H Percent Full-Height Sheathing. . (Table 11)............... .. .. . .. . . ............ .......5 4 b/° 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................... V 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 .7 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 12).................. ....................=....U=' plf.. Lateral..............................................(Table 12)..............................................L=L;r..plf Shear................................................(Table 12).............................................S=;M Of Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T=2�plf Gable Rake Outlooker.........................................(Figure 20).............._j_ft<_smaller of 2'or U2 4Z Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14).............................................U=y4.4lb. Lateral(no. of 16d common nails)...(Table 14).......................................L=L'40Ib. Roof Sheathing Type....................................................(per 780 CMR Chapters 58 ar]d 59) ............ Roof Sheathing Thickness...........................................................................................Y2 in.>_7/16"WSP Roof Sheathing Fastening............................................(Table 2)................................................. . .�i 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. AWC Guide to Wood Construction in High WindAreas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 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 -WHEN THIS EDGE RESTS ON FRAMING MESd NAtS 11 11 1 11 11 !1 11 11 1 u 1•I it 1/ 11 I II 11 11 11 I 11 11 - 11 11 11 I[ 7 11 11 U ! 11 11 - 1 11 Y 11 11, 1 m QO h' 11 K II 11 11 J 11 1 � 1 1 1 Q 11 i t W 1 11 It fl . 1 � IJ T II tl II /1 11 1 DO60LE EDGE NAILSPACMG PAIII Y See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMx 5301.2.1.1)' a � i dZtV 1 1 � 1 Z Q 1 , � 1 i 1 a W tlQ II I1 a + ' FRAMING MEMBERS i EDGE NTERMEDIATE r--� MAILSTAGGERED 3"MN MAIL } PATTERN � PANEL "i1( PAWL EDGE DOUBLE NAIL EDGE SPACM DETAL Detail Vertical and Horizontal Nailing for Panel Attachment i ,tom Ulae rpar�z���,o�rzcvea�o�CiaCa�aac�ucaeC/ --- \ Office of Consumer Affairs&Business Regulation License or registration valid for,individul use only. ME IMPROVEMENT CONTRACTOR before the expiration date. Tf found return to: egistration 109606 Type: Office of Consumer Affairs and Business Regulation xpiration 9/2112616, Private Corporatio i .10 Park Plaza-Suite 5170 Boston,MA 02116 rti A I ENTERPRISES INC PETER POMETTf j 140 LITTLE RIVER RD COTUIT, MA 02635 ! Undersecretary Not valid without signature U Massachusetts Department of Public"Safety Board of Buildin afety I' .. g Regulations and Standards CpnstruchOn Supervisor License: CS-050457 i ,ti . i PETER MP0111P3=' '. PO BOX 2056 Cotuit MA'0263 , Commissioner Expiration" 04/19/2016 __ �� a��6 - - , � 11�'° � h� �Gf r `��9���J��"�6�l Et n�eri r) Map Parcel s Peimit# in '7 If( n House# r FW Date Issu S17.1QK' Board of Health(3rd floor)(8:15 -9:30/•1:001-4.-39j � S� Fee SEPTIC SYSTEM MUST BE DI R drain.Bldg.) , INSTALLE PLIANCE rd 19 5 ' ENVIRON E, � DE AND TOW � BONS TOWN OF.BARNSTABLE Building Permit Application 14 Project Street Address ' / f} Village Owner r;�h�,l�! Address / idcj' •�� Telephone "Permit Request �/���I r f First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ 3ddG7' dv Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information Name c—x Telephone Number y�o— 9 �� Address 10 e v`6 ¢" License# /)-J-7�//) a14L 1,SP , Ac� ,— Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRU ION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /f9%4/oa SIGNATURE a( <—�. DATE 344, 1;5; DING PERMIT DENIE OR THE FOLLOWING REASON(S) Y FOR OFFICIAL USE ONLY ru PERMIT NO. c` r' 1 � r •. .. .. Y. - Y. � -, ,� , . DATE ISSUED? MAP/PARCEL NO. �'_ tow ADDRESS VILLAGE t • - OWNER DATE OF INSPECTION:, • _ + i 4 FOUNDATION- FRAME Lf s �� a y � INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL f 1 PLUMBING: ROUGH > FINAL GAS:- ROUGH ` FINAL - F ._ � �, �-• - . a .'• , FINAL BUILDIN '' Z d iTlr: DATE CLOSED OtJ '� a R3 0 ASSOCIATION PL-�A�N NO - ' r • n-l�' (/ // . L✓/EC T�00)l7YLlYKG/P.a(.[/b O�vdTiE(LfjPLW DEPARTNENT OF PUBLIC SAFETY i CONSTRlORN SUPERVISOR LICENSE lusher Expires: =Y Restricted BRIAK 9-_�.CIIFFORO 101OFF-TERR CENTERVILLE, NR 02632 f �4tA I t � V s Y 6' ion s�MI. ication, S .-�xY f�A .5 F• ""�`"bi"f d to ithe mailing addresst>o ' ��' t1�I st 1 +C^ �I � g¢,• �� n' %10��^'�� '" 3 r ^fie "' : ,t�',� {�( �:a �f '�.v %` � � a• t {« � �i�t� h r+• h F aY t�l����k�xy'�?," '�_' r �� + :` d'' $ `; ':. xF' ent ❑Lost Card Other, �I C``�F���'<: ✓ate T../ ���a+ilvlld� 1 K3u�. j � ,y � w? ,d v tt ��` -E• iF pia roPfY ti'�- � d '`� X a: � ;HOME IMPROVEMENT.CONTRACTOR 'Registration 106566 , :Type - -INDIVIDUAL ''Expiration k 07/24/98 T. •e' :34 is h� BRIAN CLIFFORD .�SEk � y} j�?t g • n'D: CHfford ADMINISTRATOR 0 Goff Ter� .;» •,� 3 t¢'� ,t sles'�*+h �� ��� �� �M� �� '�„2".'� r ; Centerville MA 02632s - .,.c..,ti....., .� _ _�,>��......"...:v..�..ra_sv..._•mc� r«N.t«.._..���µx�.:-=...._. .... �'=w'13�.''�.��k�:s�P?�s''�s3��.���•;°� ar € �, Si yi;.. .. .. t, i r I y MCURAppum tJ Table d�2.Ib(eoadaaed) Pi a. ptire Package for Ona and Twe-F 1RdY Reaideatltl Bafldlap Heated with Fad Fads MAXIMUM MINIMUM al g Glazing Ceiling Wall Floor :W7all Slab HeadwCowing Anal[K) U-value= R values R value' R vafueJ P� EFmm ElSr3� 1pacimm B value' 3"1 to 6300 Heating Degree DayO Q JrA &4o 31 13 1 19 10 6 Normal R 12% 032 30 19 19 10 6 Normal S IrA 0-50 31 13 19 10 6 8 AME T 13% 036 31 13 2S WA WA Normal U IVA O46 31 19 19 10 6 Normal v 13% a44 31 13 2S WA WA IS AFUE W 13% 032 30 19 19 10 6 XS AFUE X 18% 032 31 13 2S WA WA Normal Y ;12-%A 0.42 31 19 2S WA WA Normal Z 142 .31 13 19 to 6 90 AFUE M wo 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 1 780 CMR Appendix J '. Footnotes to Table.15.2.1 b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors) to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the'sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. •Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding,structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-flame or mass(concrete,masonry, log)wall constructions, but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. if you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a) Glazing areas and U-values are maximum.acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling, wall, floor, basement wall,slab-edge, or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). Y� c pop I !� 1 i 1 � f 11 . � 9 Ct, i U� Y i I 1 1 1 r i F 1 t � The Town of Barnstable �e M ,0�' Department of Health Safety and Environmental Services rEo 6" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only i Permit no. Date t AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: �F(vim Est. Cost, 000 , 0o YP �.e 0 g _ Address of Work: 7 L_,- Owner's Name ���-- Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby ap ly for a permit as the a nt the ow r: v Date Contracto lame Registration No. OR Date Owner's Name The Commonwealth of Massachusetts Department of Industrial Accidents l == .. Office offnresuffations 600 Washington Street Boston,Mass. 02111 Workers' Con ensation Insurance Affidavit name:qv-(� 0 1 k—X— location: 2-4—A21 L-� city ,L-- + phone# ❑ I am a homeowner performing all work myself. %% 1/tave no one w Id v/%%/z�//V %%%l%% I am an employer providing workers' compensation for my employees working on this job. company name: 't , y address. j� lr l c�ty phon insurance co: YX (U"� ohev ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comaany name: address: >: uhone* .. ..::.. ;.>:. insurance ca.: oLcv 5xxxcornaanv name: a ddres s I q 4 _. city phone.# anguraece co.. » olic #% _. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby certi the 'ns an en ies of perjury that the information provided above is truo and correct � Signature �/�/ Date Print name d t5 Ala-.1 It Phone# 7 0 lw_�r Sr official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; , ❑Other OeVned 9195 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the divelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. , Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and, date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number:The Commonwealth Of Massachusetts Department of Industrial Accidents Me of InvesNatlons 600 Washington Street Boston; Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 1� 01 WINDOW&EXTERIOR DOOR SCHEDULE x `o $ a o - KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL - � x - - •" O 2'S 3/4"X 4'5 3/4' 2953 FELLA PROLINE DOUBLEHIUNG WINDOW WHRE ALUMINUM CLAD ^ © Z-5 3/4"x T-1 1 3/4" 2947 PELI.APROUNE DOUBLE+IUNGWINDOW WHITEALUMINUMCLPD ` © Z-5 3/4-x 3-S 3/4' 2941 FELLA PROLINE DOUBLET UNG WINDOW WHITE ALUMINUM CLAD y - O2--13/4-X2--13/4" 2525 FELLA PROUNE AWNING WINDOW WHITE ALUMINUM CLAD _ x OT-03/4"xB'-10" 3082 PELLA ARCHITECT HINGED PATIO DOOR WHITEALUMINUMCLAD _ - + O 6'-2 3/8'z 8'-11" 5.0"X 5'8 DOUBLE FRENCH SIDE ENRTY DOOR-. FIBERGLASS ` - . - PROPOSED ADDITION PROPOSED ADDITION- 5/6.GAE AROUND R BOLT5NDATION WALL FERIMETER: / END OF PtA ANCHOR BOWS a MAx 4tl O 47 FROM " S1 a END OF PI NTM USE 3'x3'aI/4'PIA E ASI'FRS _ Pr - PRaOVIDE ONTIN0005(/#4 REBAK5 - 5 3/'4'+/ PROPOSED WOOD DECK ADDITION - *TOP I BOTTOM of FOUNDATION GALL ... - - - i e .• - _ ' .. N � i CONTIN.(3)#5 REBPRS IN FOOTING 2'-5 I/' .4'-5 I/2' S I' 5' 7121 _ A INTERIOR`DOOR/WINDOW SCHEDULE ---- ---- ---- — — KEY ROUGH OPENING WxH SIZE STYLE MATERIAL _ // _ —/ —� \\ 17 _ 32-x 83- Z-6"x8'$- LEFT HAND SWING DOOR-S PANEL 90LID CORE MASONITE Try\� w, ---_--- —------ V .... A °I O20"x 83" V-6*X 6'-8" LEFT HAND SWING DOOR-6 PANEL SOLID CORE MASONITE _ - / " x _ ■ A - L _ SZ - O 2B"x83" 2'-0"%6'$" LEFT IIPPID SWING DOOR-B PANEL ' SOLID CORE MASONDE O 38"X ST T-O'X V-8" DOUBLE DOOR SOLID CORE MASONITE TYPICAL Q w D DECK: I in o b STEP UP T O.FOUND.WALL 2' u ` 10'DIA.CONCRETE 5CN01 USES W/ I `8 FA` TeN To House FRAMe c ABU66 POST BASE W/5/B'ANCHOR - !� '-® 5 ) . n `J 50'X 83" 4'-0"X W-W DOUBLE DOOR SOLID CORE MASONITE I 0 "- - u w/Y sOUs® 6.O C. r TO RECEIVE 6x6 P.T.POSTS a - , 20'DIA.CONC,'BIG FOOT'PTG.WHERE SHOWN I _ BOLT TO FLOORJO Sn - m P 1 Q � T hB LEDGER— J� � POST ON ' : � ® 62`NB>t i8 STEEL BEAM _ I- a — — — — — — —' N p _ POST ON O A Il _ „ - - F - _I„ • ( I S proposed o I- -- 1 Lt 4'FUKP^LBAS�ENMENT ` O IC LAB FLOOR I - ,.... - • - " :,.a r. - •- - P.T.2a 10 LEDGER ON 6 MiL POI."VAPOR BARRIER OVER I I r 1 I 6'THICK CONCREFEOUEFOUNDATION LEAN COMPACTED GRANULAR BASE ON 10'xI6•GONTINUOIIS CONC.FOOTING --_ --- .._---__-----__------ A I I I I' P.T.(2)2�10 I I I I T.O.FXIST OF NG FOUND. AALiS'4'BELOW PORCHES: - \\ —— - - RAME 2„6 STUD WALL 0.V OF - 0 I I + © I tI EXISTING DH.4INI):.WJS. REMOVE E%I ST,BULKHEAD - (D 100'DIA.CONCRETE BIG F=-F --" I .I IN EXISTING FOUNDATION WALLS AND CREATE ACCESS EXISTING DH WINCOWS W " T 24'DIA.CONC.'BIG FOOT'FTG. U I - TO PROP.FULL BASEMEN IN EXISTING FOUNDATION WALLS II t ABU66 POST EASE W9 5/8'ANCHOR I G O z - Y g S3 I TO RECEIVE 6rG oc P.T.P0515 I rr d o . FULL BASEMENT SMOKE DETECTORS REVIEWED - LL 0 D. Hw 8_ al O A i WOOD FLOJF. F.P.BASE up 31 y_ _• a Z m IIa P.T.3t0 DECK JOISTS®1B'O.C. jo I ...W CAL AS�N�O HOUSE FCRANE WBL LDING DEPT. DATE ' S LT TO Fp IN2 ROF f� BOLT TO FLOOR J05T5 IXISTINGDa 184Z— _---- - ON E%ISTS — .. - q. 2 P.T.atO LEDGER m B�POST9 DATE a aI w ----- f FIRE DEPARTMENT - r , a J I � BOTH SIGNATURES ARE REQUIRED FOR PERrti11TTING — -- — — _ LBnsEm T FULL EN = 4. P.T.(2)-0 / P.T.(2)D�111CONC 14'-O, - PROPOSED SCREENED IN PORCH ADDITION PROPOSED FRON PORCH ADDITION Z h a 'a O SS L _ a Q tt Z Z j W d O FOUNDATION/BASEMENT PLAN ------ DEMOLITION! ------- >: .BE W w EXISTING WA g-.'s# Rp ONEW WAU-S a. r - - DATE:09/15/2014 �A�yaGISTS 4�'l I l 1_I„ SCALE: AS NOTED - InNAL b •• �] (n�////I�'''V(nL/. DRAWING#: Al -- 5 "7D r ------- -- ---------1q (A .. L PROP. ROOF I S2 yy I PROP. ROOF U ' I PROPOSED SHED DORMER ADDITI r-------- --------T---------------------- '. 3. 812 REMOV IXIST.DORMER - I a ENTIRE E%IST.BATH .. — I. II 3K.w zJ A slew Q I=1 I O 00 .. I - I EXIST. ROOF — -------_--- 8'-6'— - S3 _Remove ensr.Iwee wau — — a— pfOp' 2'-4' I 1\ � 1 BATH I 1 a • I "' I I j'\ I exist./enle enlarged I m 9 a + - ; N BEDROOM � a - J 71\ exist./enlargedI BEDROOM $k�- R ----------------------- AIM Acc � NOTE: - - .. - REMOVE ZX5TING ROOF _ PROP. ROOF DN REPLACE WITH NEW . 1 ----_- - ------ 2.10 ROOF RAFTERS Q I G'O.C. WI 5TEEFER 12112 ROOF PITCH - s I PROP. ROOF AND REBUILT E(15TING GABLE WALLS r 1 1 p`- CL 1 5'-0'+/- 15'-2'+/- .. I I d EXTEND ALL EX15TINGI REMAINING WAILS PROPOSED ADDITION - _ PROPOSED ADDITION - - L-------- --------------------- ---------- - TO NEW CWG.4 MEE WALL HEIGHTS ALIGN W/IXI5T.JOG - ALIGN W/FXI5T.BATH/NTCHEN WALL ' _ - EQUAL EQUAL ATTIC ATTIC 4'-5' 16'-O' U, Ly _ 4� 1z I' II +z . ----- ----I--------,------------- -----J - N 3�-Ip !` dK.t 2J J 2J dK IJ PROPOSED - - -: / \ I I e SECOND FLOOR PLAN 22'_5 '19 Iir iu 7'-81/2' I / PROP. \ I Proposed I m b O 1/4'=1 r-0" -——— 1- - ro sod e / 3' I MASTER BEDROOM I N _ �. DEJACUTION - D PD SHOWE/R/ VAULTED GELLING O - ----- - - - WOOD DECK 1z _ I IX15TING WALLS - - I I 12 t` O REMOVE FX15T.WOOD DECK !DECK SUPPORT s1 1J 31(1 NEW WAILS PANTRY J OD Dw4 _4.. 3�_6. I O oa DN TO GRADE b / Proposed I P. -R2 -CLOSET b " --- KITCHEN e aI, 4 ----- .. wr E KI I I I I�O N � � z _ elsr.sl,olRc lwoR ro RlNNn B1 I III 0 BATH .3 B O I - .� - --- - - 2� - ---- --- -- -� — Il II a,�G TPSDiN II —� IF-- r7fO5c es°i r1 —= =— --- -<c — FO5T DN Q 4 G P5L • - I I O I I' I I i I LL_ L J_L u l L I 4 —III a,a snowe ®v/ n _ 1 VI II 'DI'I q� I l existing .I I II FAMILY ROOM - II dl P==�- — �I — -- P.P. ll 11 B z 1- I - I - - I I - REMOVE Pxlsr,wk15. 1 a I 3 vl I •� BATH KITCHEN a BATH�sno'wN F III -• _ o (proposed `oE --__—_—_ -- - _ 1 II' II b I SCREENED IN PORCH I I I y� \ z SHEAR WALL NAILING PATTERN(X'O.C.) _ - N p I - sa•ud5nwR G U) O_ I VAULTED CEILING EDGE NNLNG SPACING U u O \\ _. /M T O 0 I I i •• - , - " T X12 FIELD NAILING SPACING D, XK;XJ 40FKINGSWDS8=KSTUDSREOUIRED I I ve�iv orris lNnTa srzelllw�ien 000R - o !f W �DGGRI WINDOW OPENINGS _ I il' Z USE 2KIJ YMERE NOT NOTED CUSTOM SCREENS BTWN. I proposed - a Q 1r4 P.T.PC5T5 CA5ED b W 6 -J - IN I<s TRIMONTOPGF - 1 is COVERED PORCH existing existing - 2.4 KNEE WA115 30'HIGH _ - 5'-O' LL (CUSTOM 30' LIVING ROOM - BEDROOM DR. [aq F W MARK A. CL 1 IN RAIPO5T T5.C(hSED Mc BEN 8E ~ IN IvS TRIM ON TOP OF ie�Y'a, A I a'-o• PROPOSED ADDITION - $4 I ® UP CL CJ CIVIL 0 15/2014 _ C PXIST.DH YMD. E%IST.LH WIND. . - Exlsr.noon _ E: AS NOTED L ' _ .PROPOSED FIRST FLOOR PLAN =---- D111 NGID IX15RNG 1/4" NEw W A2 - 5 11 - ' REMOVE EXI5TING ROOF ----------------------- REPLACE IM1xTH NEW 2.1 O ROOF RAFTERS 6 1 G'O.G. a �i W/STEEPER 12/12 ROOF PITCH x 2 ASPHALT ROOF SHINGLES P. • 1.3 ON'I x8 RAKE BOARD5 5 MATCH EXISTING U TYPICAL®ALL GABLES - KI - I.B FASCIA BD.ON 8'ROOF O.H. Q IX15TING SECOND FLOOR OVER-IxB FRIEZE BOARD-TYPICAL ' SIR) Fi 4rNrv�cn 000z MATCH NEW PLATE HT TO EX15TING , CUSTOM SCREENS BTWN. ® ® ®® . . IN 1 P.T.POSTS CASED IN I xS T.P05TS CAL _ WHITE CEDAR SHINGLES ®� - W EXPOSURE TO MATCH IXIST. E EXIST.4 R_OP.FIRST FLOOR 52.9' FIRST FLOOR' 1.4/5 CORNER BD. _ ' - TYPICAL I HAND RAIL BTWN. I I 1.4 DECKING P.T.I ' 4a4 P.T POSTS CAS WOOD DECK FL-- - _ IN Ix5 TRIM ON TCP1 .STEPS TO G � - EXISTING HOUSE PROPOSED ADDITION - SCREENED IN PORCH.FRONTCG SRED PORCH. - EAST(right side) ELEVATION PROPOSED ADDITION • NEW ROOF RAFTERS,SHED DORMER - .• O LU A51HALT ROOF SHINGLES PLATE HT.®PROP.SHED DORMER _ MATCH EXISTING - PROPOSED ADDITION. a - SCREENED IN PORCH 1 - PROLIN AWNING WND WINDOWS W/I. CASING - • ,,ww OR MATCH TO E%15TING 2 - Y/ - - - 5ECOND FLOOR - - EXISTING HOUSE MATCH NEW PLATE HT TO EXISTING WDW HOR N ® � Ell� WHITE CEDAR SHINGLES — ®EXPOSURE TO MATCH EXIST. CUSTOM SCREENS BTWN. C 4.4 P.T.POSTSCA5ED O IN Ix5 TRIM-TYPICAL .. - 6 t PEN PSW/E OUBIL-HUNG A ewsr.supucooOzroRernvx / Q O ♦J rG OR MATCH TO EXISTING WHITE CEDAR SHINGLES ®EXPOSURE TO MATCH IXIST. . FIRST FLOOR 52.9 FIRST FLOOR .. _ 1.4/5 CORNER BD: - _ Q Q ' TYPICAL 6x6 P.T.POSTS TO Q O 10'DIA.CONCRETE 5ONOTUBE5 L .•BIG FOOT'FOOTING W L A A PROP.WOOD DECK ADDITION I Z Z 6x6 P.T.POSTS TO _ TOP OF END.WALL 46.9 1 O'DIA.CONCRETE SONOTUBES I Lu 6 J IL SLAB FLOOR 44.s' 19 r' w ., I I I I III I I I I - I I I I I I U I I I I - II.I LU I I I LJ LJ LJ - O LJ LIJ LJ L J a t: DATE: 09/15/2014 PROPOSED ADDITION - - SHED DORMER.MASTER SUITE,KITCHEN SCALE: AS NOTED WEST(rear) ELEVATION DRAWING A3 - 5 PROPOSED ADDITION - NEW ROOF RAFTERS.SHED DORMER,MASTER SUITE.KITCHEN,WOOD DECK U3 a EXTEND EXIST.CHIMNEY m I% " REMOVE EXISTING ROOF f+. O�q - REPLACE WITH NEW 2.10 ROOF RAFTER5®16.O.C. W/STEEPER 2/12 ROOF PITCH C TO ACCOMMODATE REAR SHED DORMER _PLATE HT.Q PROP.SHED DORMER - _ AND REBUILT EXISTING GABLE WALI.5rm a �I 2 B I l^Q 0 ASPHALT ROOF SHINGLES \\\ L--- ---J I�ONO IrbR�BOAR05 � U . - - - I.B FASCIA BD.ON 9'ROOF O.H. BEYOND i/ _ \ BEYOND \ BLES OVER Ix FRIEZE BOARD-TYPICAL -" ' - EXISTING SECOND FLOOR MATCH NEW PLATE HT TO EXISTING WHITE CEDAR SHINGLES - ®EXPOSURE TO MATCH EXIST. • I EXISTING HOUSE . r - I.4/5 CORNER BD. - TYPICAL I HAND RAIL BTWN, CUSTOM SCREENS BTWN. - e 4.4 P.T.POSTS CASED 4.4 P.T.POST5 CA5ED IN 1.5 TRIM E IN Ix5 TRIM-TYPICAL " " e EXIST.t PROP.FIRST FLOOR 52.% - 1.4 DECKING ON P.T. • - WOW DECK FRAME G.G P.T.POSTS TO OF END.WALL 48.9 I _ I,DIA.CONCRETE 50NOTUBE3 - S 11 I / \ 4'BIG DOT'FOOTING STEP TO GRADE .TOP CP FND.WALL 46.% r I I r" I I I•:� L J SLAB FLOOR 44.9 I I I I I I I - L, L—J - e • }{`` }{`` i i PROPOSED ADDITION - • ' T LII—J L—J. l J SCREENED IN PORCH - L-------- — ---- --J SOUTH (left.side) ELEVATION 1/4"=1`0" PROPOSED ADDITION - '. Z O NEW ROOF RAFTERS.SHED DORMER,MASTER SUITE.KITCHEN.WOOD DECK fn > .. - W " - - EXTEND EXI5T.CHIMNEY I WON I.B RAKE BOARDS - _ - TYPICAL 9 ALL GABLE5 - REMOVE WITH NE ROOF REPEAT-E WITH NEW: - . 2.10 ROOF RAFTERS®I G'O.C. - - " - - - W/STEEPER 12/12 ROOF PITCH - . • TO ACCOMMODATE REAR SHED DORMER ,- - AND REBUILT EXISTING _- -_ PLATE Hi.®_PROP.SHED ER . GABLE WALLSFTTI _ - DORM . - y ­DO PEUA W5 W 1 DOUBLE-HUNG OR MATCH W/ EX USING - - OR MATCH TO EXISTING 2 • _ t # - - - - / \ ASPHALT ROOF SHINGLES ` SECOND FLOOR- �y EXIST.SECOND FLOOR ° CEILING HT. __IX G12 MATCH NEW PLATE HT TO EXISTING I.S FASCIA BD.ON 8 ROOF O.H. 1 ' . li Al OVER 1 r FRIEZE BOARD-IYM CAL • EXISTING HOUSE ® + 49 . n - B B B WHITE CEDAR 5HINGLE5 `- r TO MATCH D(15T. co _ Z . - a I.4/5 CORNER BD. a Z EXIST.FIRST FLOOR 52.9 EXIST,t PROP.FIRST FLOOR 52.% O T W } Q ®® ®® WILD PITS W1 IDOUBLE-HUNG W _ �.� �� OR MATCH TO EX CASING OR MATCH TO EXISTING � Z W W IL A A W .. .. e I ALL 4G.% - . REMOVE EXISTING TOP OF fND W r . - e4ro.n.GARAGE DooR F �.. - U _ I INSTALL NEW DOUBLE DOOR _ - IXI5T,SLAB FLOOR -.9' I - CENTER IN EXISTING OPENING I SLAB FLOOR 44.% ------------ - I - a F EXISTING HOUSE - PROPOSED ADDITION 1, --- ------- -------J DATE: 09/15/2014 SCALE: AS NOTED FFM } NORTH (right side) ELEVATION DRAWING#: .. 1. ,/4"=V-0" _ - - A4 - 5 I� 2x10 ROOF RAFTERS @ 16-O.C. • x R ��• w/2x8 COLLAR TIES®iB°O.C. - - I In vaulted area •7r 14'_0' - - S1 ----- O ------ e w e • - ®ROOF RIDGE: ---- —————- 8 p SIMP50N LSTA 18 5TRAP5 Q EVERY RAFTER I ' 2 2x1D RIDGE BOARD - W RAFT ----- ----- � � ROOFERS 6'O.C. s - • -----_ O 5/8'CD% HEATHING t - . ASPHALT ROOFOF SHINGLES S 5 _-- m SHINGLES +B - 0.. • 2x COLLAR TIES Q 16'O.C. V I I EXIS FINI1 W/SH Ix BEAD BOARD.,EO. \\� ROOF T. n - fF --_ -----_ 1 2 E%TEND E%ISTING ROOF ., - - " MATCH E T LAY ON NEW PORCH R.RAFTERS x. T TO EXISTING w/2x6 COLLAR TIES®IS O.C. MATCH NEW PLATE M ----------------- t (2)2x10 header below - CUSTOM SCREENS BTYM. O _ _- -- - -- 4.4 P.T.POSTS CASED IN 1.5 TRIM-TYPICAL O �p I I z '_O' PIED RMER II ATTACH P.T.POST5 TO - - FAMILY -- --- , - HEADER-0 DECK BEAM U1 proposed FAMILY WITH ACACE SCREENED IN PORCH ROOM - -- --- - SD`xV = - EXISTING ROOF RAFTERS • - 51MP5ON POST CAPS " - S3 a3 I . 2x4 KNEE WALL5 SO-HIGH W/ ' e I/2'COX.PLNMJ.SHEATHING 1 x4 DECKING ON P.T.2x 10 EXIST. �j __ —— — I EX15T.ROOF RIDGE g t W.C.SHINGLES Q TO MATCH Bt15T. DECK JOISTS Q 16.O.C. FLOOR D(15T.FIRST FLOOR_52.9' Tp O -— —— — - I W I - INTERIOR FINISH-BEAD BOARD, _ _ E%TEND EXISTING ROOF II 9 I NATURAL WOOD P.T.1/2x10 n ® ; _— ——_QB \ — I LAY ON NEW PORCH R.RAFTER5 I p I E P.r.G.6 Posrs _°m 4 II II IT—0 Nate - I.W.. W $ _- -- (� - - 12x8 LAY ON LEDGER. POSTS TOP I T I - ly 0: _- -__O _ - N DECK BEAM W/AC/ACE a*"g g 8 en M er I O•DIA.CONCRETE SONOTUBES 5IMPSON P05T CAPS FULL $ p - - p -- -t"a I I u er ' ON CONCRETE 24'DIA.'BIG FOOT'FIG -I I I I- I I -ATTACH P.T.6x6 POSTS TO SONOTUBES - BSMNT Q O - o'm .n I W/5IMP50N ABU66P05T BASES - '_? I 1 3/4'x 11 7/S'LVL RIDGE BOARD EX15T.FOUND.WALLS • - 51A5 FLOOR 44.5'- LX I S3 SECTION @ SCREENED IN PORCH z z"10 azre�Idw— z)zxe eaderbela A 5 1/4°=1,-0' .. - 2x8 ROOF RAFTERS @ 16'O.C. ( .. 1 g - - - - -- - - - - - - -- - - - - - z ROOF FRAMING PLAN OF 0RO FND CHIMNEY ' l r �* _ Q ROOF RIDGE. I 51MPSON ISTA 18 5TRPP5 Q EVERY RAFTER- * 114"=1�_Dn ��� 2x CEILING JOISTS @ I G'O.C. / 1.3'4'x 1 1 7/6'RIDGE BOARD wlpp��p�w+�7��' W/R491N5UTATtON 41/2 I� // / y'"NZ+E 5IMP50N H 2.5 2x10 ROOF RAFTERS Q 16'O.L. y HURRICANE CIP5 / / w/5/8 COX PLYWD.5MEATMING t C1% Q EA RAFTER/TYPICAL / // /^\ ASPHALT ROOF SHINGLES PLATE HT Q PROP DORMER / CLG,HT, WINDOW MDR -------7'-T ----_� \ - t,t @ROOF RIDGE: _ Z _ REMOVE EXISTING ROOF !: 51 MPAN LSTA 18 5TRAP5 @ EVERY RAFTER / \ T _ DON ETAIL BA DTCHO 5TI H. 12 2x12 RIDGE BOARD ��� DETAIL TO MATCH EXISTING / // \ PELLA PROLINE I ////%/ \\ 2x 1 O ROOF RAFTERS @ I G'O,C. 1 OH WND— / /j/ -let. n1elged \\ - s� w/516 CD%FLYwD.5HEATHINGa SITE U5 PROF.R � 1 � � � ty 2x ROOF RAFTERS @ I G'O.C. { BEDROOM EXTEND EXIST.KNEE WALL p. 'ASPHALT ROOF SHINGLES TO C IS\\,DH W/5/8'COX PLYWD.SHEATHING a \\ 2x6 COLLAR TIE5 @'G.O.C. ©e 20 R RAFTER5t@ I G'O.L. ' ASPHALT ROOF SHINGLES y/// I \\ 51MP5CW H 2.5- IN R491N5ULAT[ON � 'M 5/B'G0X PLYwD.SHEATHING t V _ - 2.6 CEILING Jg5T5 @ 16'O.C. 2 lfi�6 EXIE I5TUD WAt1 \\ HURRICANE CUPS - ASPHALT ROOF 5HINGLE5 Q F ,. SECOND FLOOR vq INSULATION 3+� r - EXISTING FLOOR nnu \ SECOND FLOOR - ®�'RAFTER 51 MP5ON M 2.5 C " MATCH NEW PLATE HT TO EXISTING - MATCH NEW PLATE MT TO EXISTING HURRICANE CUPS Q ' . • ALUM.GUTTERS ON �4 1 -- - Q EA.RAFTER I x FASCIA BD.t ROOF O.H. 81 � EXISTING ROOF F DETAIL TO MATCH EXISTING I ALUM,GUTTERS ON - Id UKFASCIA BD.t08'ROOF O.H. a Q ((IST.4 N 11 T/B'LVL.l1EAM _ x FASCIA BD.a ROOF O.H. 2x6 CLNG J5T5 ' .. PELLA PROLINE AI�YN PXISi.a NEW EXIST.EXTERIOR WALL5 b proposed "' - @ 1 G'O.C. - - 2x6 FXTER.STUD WALLS W7 OH WINDOW DETAIL TO MATCH EXISTING FINISH W/Ix BEAD BOARD or EO. INSULATION,1/2'PLYWD. (I O MASTER.BEDROOM d Z . O SHINGHHIN io MA CHEXIST wC. I I ' PE—PROUNE ` FAMILY ROOM COVERED PORCH a proposed existing '} UP WNDON KITCHEN LIVING ROOM _ . 11 - PROP.WOOD DECK t 2x6IXTER.STUD WALLS - - - - 3/4•TtG PLYWD.SUBFLOOR ON <OUTDOOR SHOWER 3/4•T1 FLYWD.SUBFLOOR ON I x4 DECKING ON P.T.2xB �, 1 I x4 DECKING ON P.T.2x8 2x FLOOR JOISTS Q 16-O.C. - - 2x FLOOR JOISTS Q 10 O.C, DECK JOISTS 19 Z DECK JOISTS @ I G'O.C. FLUSH FRAME TO EXIST.FLOOR F W5H FRAME TO IX15T.FLOOR - EXISTING FLOOR FIRST FLOOR 52.9'_ FIRST FLOOR 52.9' EXISTING FLOOR P.T.—IO O mm _ P.T.V2x10 ATTACH P.T.PO5T5 TO P.i.2•e IWteR —ITT—TT _ P.T.2+B NaItR Z W d awn proposed �I I' INSULATION.1/2'PLYWp - P.T.2x6 SILL PLATE W/5/B'ANCHOR �I— I- '.. I I—ATTACH P'W/5T ACED r v/ DECK BEAM W/ACIACE ro 9ed 2x6 EXTER.STUD WALLS bv/ sIMP50N POST caps FULLL BASEMENT 5HEATHI NG,HOU5E WRAP a W C.� BOLTS Q MPX.4B'O C a 6•-I2'FROM i exiatin . 5HINGlES TO MATCH EXIST. { Proposed END OF PLATES,U5E 3'x3'.1/4'PLATE odeErp ! SIMPSpN P05T CAPS r P.i.6x6 POBTS P.T.2x6 SILL PLATE W/5/8' CHOR g • WASHERS.BOLT EMBENTMENT MIN.T 10'DIA.CONCRETE 50NOTUBE5 ~ BOLTS @ MP%.48'O.C,t 6 12'FR M FULL BASEMENT # FULLL BASEMENT FULL BASEMENT ON CONCRETE 24.CIA. FOOT•FIG. L) TOP OF FND.WALL 46.9' TOP OF PROP.FND,WALL 46 9' W (2)B4 REBARS W/IN END OF PLATES,USE 3'+3'+/4•PLAT ATTACH P.T.GA PO5T5 TO SONOTUBES 2'OF TOP WASMERS,BOLT EM5ENTME T MIN. - AUGN EYIST.•NEw EXIST.FOUND.WALLS _ _ EXIST.FOUND.WALLS vq SIMPSON ABUBB POST BASES Ix H -12)M4 KEBABS W/IN _j77-7TSWB FLOOR 44.9' a SLAB FLOOR _44.9' = 12'OF TOP - 10'DIA.CONCRETE 50NOTUMFI W/ I I - . ABU66 POST BASE w1 5/B'ANCHOR L——J - TO RECEIVE 6x6P.T.POSTS 4'THICK POURED CONCRETE SLAB FLOOR i 11 4'THICK PWRED CONCRETE SLAB FLOOR B'THICK CONCRETE FOUNDATION WAIL DATE: 09/15/2014 (2)N4 REBARS W/IN 3'-4• ON 3 MIL POLY VAPOR BARRIER OVER --'Tl '7 ON 6 MIL POLY VAPOR BARRIER OVER ON 10'x 6'CONTINUOUS CONC.FOOTING - _ OF BOTTOM •CLEAN COMPACTED GRANULAR BASE - ( CLEAN COMPACTED GRANULAR R BASE BOTTOM TO BELOW FROST UNE OF FS BOTTOM REBA W/IN 3'-4' - ALIGN EXIST.a NEW (2)B4 REBAR5 W/1N 3'-4• SCALE: AS NOTED t OF BOTTOM S4 SECTION @ FRONT COVERED PORCH OF BOTTOM SECTION @ MAIN HOUSE'. "I s_2 +/- OF N3•.4• OF BOTTOM DRAWING#: A 5 va•=r-o• A 5 1/4'=r-0- S2 SECTION MASTER BEDROOM IT A5 A5 - 5 a 4 MAP 20 LOT 75 - oP'Bo �mm_rlo� - - -�.. - .Ty. ,.� i ,_School S[_,,.FedG wteh pssodat h NOTE, REFER TO 1 100 P❑P❑NESSET RDAD Gomh ; .- Gotuil Nigh ARCHITECTURAL DRAWINGS _ >`f)GrourM $ , - _ .. )Golf Course \ - - - - - D "�\ FOR EXACTDECK AND q` C. wood� PG.0assen{fd FOUNDATION DIMENSIONS. N lu � eedom hall-� /F P❑P❑NESSETT ROAD : MAP 35. POAonesseURa`�d a (40" WIDE) LOT 2 - s POPONESSET � - - 4' '_- - n.. _ -_... _ pO 0, - .,. ..Y .. .,. ... ��'""'^^'��...=.Shefl Ln'.-� �,� ti Or•`'"`. ROAD . o0 't' Inc LOCUS-- MAP .INE ' NEW `FOUDATION WITH 40 MIL POLY LINE w FOR A MINIMUM OF 15' TO ANY PART OF SEPTIC TA K N RELOCATE EXISTING N SEPTIC PIPE AS REQUIRED 7,6 NO FIRST 5 o� � w�: FLOOR o � GENERAL NOTES _ MAP 34, LOT 22 � EL=52.9' `71 PINEY ROAD. 'u► 1. RECORD OWNER 2 9,0 4 7 S,F, RENEHAN, JOHN P JR & Z PATRICIA A ,67 AC + � . :. o w _ 0 PROPOSED .. 9d 400 MEADOWBROOK AVE 'o t1N 50 ST. DAVIDS, PA 19087 N ADDITID DEED BOOK 7553, PAGE 306 w. PLAN BOOK 19, PAGE 143 2. PROPERTY IS SHOWN AS LOT 22 ON ASSESSOR'S MAP 34 AND rJ PROPOSED APPEARS TO LIE WITHIN THE RF DISTRICT PER THE BARNSTABLE Y MAP_ 19 p COVERED GIS RECORDS. PORCH 3. PROPERTY LINES SHOWN WERE. DERIVED FROM AN ON THE GROUND L❑T 7.6 - c? SURVEY CONDUCTED .08/2013, LINES OF OCCUPATION AND FOUND 111 P❑P❑NESSET w E PROPOSED MONUMENTATION. NEW DECK ROAD 229.97' f 4, ORIGIN OF ELEVATIONS IS ASSUMED. '52' W PROPOSED 5. PARCEL LIES WITHIN FLOOD ZONE C PER FIRM P S S 79 5�.� - S - SCREENED. MAP 250001 0021 D LAST REVISED- 7/2/1992 AS PORCH' - . a SHOWN ON THE FEMA WEBSITE I��T 6. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM MAP 21 AN ON THE GROUND SURVEY CONDUCTED 08-2013 AND cJ 9 :AD PLANS ON RECORD. : 4 7. SEPTIC LOCATION FROM AS BUILT RECORDS PROVIDED BY THE BARNS LE BOARD OF. H. - TAB HEALTH. ZN c� GLEES .o�'�► E N0. 3904s� 8. ORIGIN OF BEARING FROM LAND COURT PLAN #36758A. Existing Grade Inc. : yao rn tq FEss��`aCO) r 1512-ADDITION-PLAN Surveyors & Civil Engineers _ {�' CLIENT PO Box 612 No.0294 SCAL r-: = PR❑PSED DECK/F❑UNDATI❑N P 1512 r �F �� ARCHITECTURAL IN❑VATI❑NS PLAN FOR WE 09/26/14 Dennisport, MA 02639 _ „ o,� c►sTE 15 30 P.O. BOX 2056 71 PINEY ROAD 1 OF 1 sHEEr No. 5087694-6501 Ph/Fax � SS/oNAt�`'' - — C❑TUIT, MA 02635 C❑UTUIT, MA 02635 DATE REVISIONS