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Home My WebLink About0025 GEORGE STREET - ., o . . �, :, 0 0 a .. - .i - � .. , ,� ., :�. - It ., _ ' - � � Y� .. . � _ _ ,. D - References: Assessors Map: 319 Parcel: 064 Plan Book 61157 Zone: RB Setbacks: Front: 20'm in p Side: 10'min A3 11 Rear: 10'min `V Q FEMA: e Zones X & AE(EL12) 00 Based on Map # 25001 CO558J o\ July 16, 2014 0� 70„ MocFo�to�" � 80�F O o v 21.7' New Concrete oO Foundation =12.1' (NAVD'88) o 1 � � 25.2' O #25 �St G'or K/f 13.8' 090 N6>�3¢800�, e \&6Ott Oc@0'1B Test T�s V . N°i e4SS. I certify that the foundation . shown hereon conforms to aa¢° R f�: the setback requirements of g RICHAR the Zoning Bylaws of the PLOT PLAN UHEUREUx town of Barnstable. At25 George Street NO. 34312 0 BARNSTABLE �� vyJP (Barnstable Village) Not MASS, S DATE:25/OCT/17 SCALER"=20' 4.) The foundation shown was located on the ground 0 5 10 15 20 30 40 FEET by conventional survey methods on 181OCTll7. (dimensions are to corner boards of dwelling) PREPARED FOR: 2.) The property information shown hereon was Bonnie McKenna compiled from available record information. 3.) This plan is not for recording and is not PREPARED BY: CapeSury to be used for construction layout or deed description purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #: C521_2gl cpp3 FIELD BY.• WHK/ASK (508) 420-3994 / 420-3995fox r 'TOW i4 OF AARNSTABLE BUILDING PERMIT APPLICATION Map I Parcel V A Application9 f Health Division _ Date Issued / �7 1� Conservation Division MAO' �' MAR Application'Fee Planning Dept. �� TOWN O ermit Fee �- �\off��'rif�.� — Date Definitive Plan Approved by Planning Board 25 00 VrN Historic - OKH _ Preservation/ Hyannis Project Street Address P -le— Village Owner l , U,+ su o- Address c Telephone t� ® �, r;'�� ` G °Y►-� vi O.�L,o t Permit Request o o of; i�C ��' Square feet: 1 st floor: existing � proposed �g2nd floor: existing ropy ysed 14bgTotal new � Coll L� Zoning District Flood Plain Groundwater Overlay Project Valuatio 00 0 Construction Type ®�BAF'iN5 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. i Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King hway: WYes ❑ No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other M4 40)c'A AV _ Basement Finished Area (sq.ft.) `� Basement Unfinished%(pa (sg10, 1311�� Number of Baths: Full: existing 0 new c Half: existing new Number of Bedrooms: existing q new fF Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: kGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing �newasiz 0 Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal #&A 7` �'f Recorded Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IY\. COvo?�X\o Telephone Number 243'n 9�� Address � (�,�/w�i S !_y,l /License # CC 9 ,2 6)— CP;A--cV 111 Home Improvement Contractor# J2_,kM 7q f. EmailLovuf�0 (4ywe .�e.1�°w�OCo&' C_AS+ � '1V-7 Worker's Compensation #WC _-,@op _1 b1(;,1L{.3-Qc9ib A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G- ce.►aa- f7�vv Ro 62 SIGNATURE lhqDATE `� t 1, FOR OFFICIAL USE ONLY _ APPLICATION # y DATE ISSUED MAP/PARCEL NO. ,ADDRESS VILLAGE t '^OWNER DATE OF INSPECTION: FOUNDATION d FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable BU11d111. g. IWh ohi Cad.So°That It;is1oste1el illyere Certificate of Occupancyis Require,s g &gip >n �, p b Permit No. B-17-642 Applicant Name: Conrad Remodeling Approvals Date Issued: 09/21/2017 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 03/21/2018 Foundation: Oh-L02 I6 ! A0,4 Teardown Map/Lot: 319 064 N Zoning District: RB Sheathing ' Location: 25 GEORGE STREET,BARNSTABLE W� c Contracort Name Conrad Remodeling Framing: 1� Owner on Record: MCKENNA,WESLEY E&BONNIE R ntractor�License N 124074 2 Address: 25fEORGEST - p E srProiectCost: $265,000.00 Chimney: BARNSTABLE,MA 02630 � Ml Prm�t Pee: $1,451.50 Insulation: Description: Demo house,rebuild house Fee aids $1,451.50 s NOTE:CRAWL SPACE FLOOR ELEVATION Al OR BOVGRADE PER Date r 9/21/2017 Final' Or—I CODE. RMCK Plumbing/Gas � -- ZBA OWD PER 2017-049 c f Rough Plumbing: Project Review Req: Demo house,rebuild houses Building Official Final Plumbing: NOTE:CRAWL SPACE FLOOR ELEVATION ATOR ABOVE GRADE R Rough Gas: PER CODE. RMCK Final Gas: ZBA OWD PER 2017-049 ...• u Electrical :,. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is`commencedwithm ix months after issuance. Service: All work authorized by this permit shall conform to the approved applicabd a the approved constructio locum n"r which this permit has been granted. All construction,alterations and changes of use of any building and structure shall be m o pi ance wrtl1thezlocal zonin&-laws and codes. - Rough: This permit shall be displayed in a location clearly visible from access st eei or`road'anii°shalltiemaintained open for public inspection for the entire duration of the work until the completion of the same. Final: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Low Voltage Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Health 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Fire Department Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. pFZHE tp� Town of Barnstable auexsrnszz « Building Department- 200 Main Street 9 �•`q Hyannis, MA 02601 $HIED MAC n Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-642 CO Issue Date: 10/10/2018 Parcel ID: 319-064 Zoning Classification: RB Location: 25 GEORGE STREET, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: Conrad Remodeling Permit Type: Residential - Single Family Type of Construction: - Design Occupant Load: 0 Comments: 4 bedroom 3 bath Single Family home 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Town of Barnstable Regulatory Services t � �,� Richard V.Scab,Director &659. ►' Building Division. Pawl Roma,Banding Commissioner 200 Main Steet Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508=862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I,1-36Nn/1,? R. /✓l C-Ret/,r/ll , as Owner of the subject property hereby authorize fLff&,571/ L rJA/ to act on my behalf in all matters relative to work authorized by this building pemvt application for. a75 GEvRGE STi2�� F Aq as 4'3,0 (Address of Job) **Pool fences and alarms 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. Signature of Owner &of Applicant Print Name Print e Date Q:FORMS:OWNERPERMISSIONPOOIS Town of Barnstable Regulatory Services pUtMME Richard V.Scali,Director Building Division MMOMAEMt Paul Roma,Building Commissioner; KAM 639. �� 200 Main Street, Hyannis,MA 02601 ` www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 MEOWNER LICENSE EXEMPTION f Please Print !J DATE: 1 JOB LOCATION: l number f village "HOMEOWNER": j name home ph ne# ! work phone# CURRENT MAILING ADDRESS: r city/Wwn state zip code The current exemption for"homeowners"was extended to include o er-occu ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a lic e,provided that the owner acts as supervisor. DEFINITION OF HO OWNER Person(s)who owns a parcel of land on which he/she resides or intends to r ide,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/ arm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such'% : e caner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be res onsible for all uch or performed under the building ermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance th the Stat Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands th own of Barnstabl Building Department minimum inspection procedures and requirements and that he/she will comply with sai procedures and req ements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to\ aply with the State Building Code Section 127.0 Construction Control. 7 H MEOWNER'S EXEMPTION The Code states-that: "Any homeowner rforming work for which a building permit' required shall be exempt from the provisions of this section(Section 109.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,t t such Homeowner shall act as supervisor." , Many homeowners who use this eae ption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for icensing Construction Supervisors,Section 2.1.5) This lack of awareness often results in serious problems,particularly hen the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person it would with a licensed Supervisor. The homeowner acting as?Supervisor is ultimately responsible. To ensure that the homeow er is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the home er certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently us by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFII.ES\FORMS\building pens' it forms\EXPRESS.doc . 06/20/16 REScheck Software Version 4. .1 doo t � Compliance Certificate Project Energy Code: 2015 IECC Location: ' Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 25 George Street Jeff Conrad Barnstable, MA 535 PHINNEY LANE CENTERVILLE,MA 508-280-8978 a .< Compliance: 2.9%Better Than Code Maximum UA: 207 Your UA: 201 The%Better or Worse Than Code Index reflects hew close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or zost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,650 49.0 0.0 0.026 43 Wall 1:Wood Frame, 16"D.C. 1,900 21.0 0.0 0.057 108 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,500 30.0 0.0 0.033 50 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirem nt isted in the RES k Inspection Checklist. �f T �pw7^ � � g 1`7 Name-Title Sp6a Date Project Title: Report date: 02/17/17 Data filename: Untitled.rck Pagel of 8 RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 25 GEORGE STREET TOWN: BARNSTABLE, MA 02630 CONTRACTOR'S NAME:JEFF CONRAD CONTRACTOR'S ADDRESS:535 PHINNEYS LANE,CENTERVILLE, MA, 02632 CONTRACTOR'S TELEPHONE NUMBER: 508-280-8978 '' = THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE - TYPE: PRO SEAL LE THERMAL CONDUCTIVITY PER INCH: 7 PER INCH AREA THICKNESS R-VALUE ROOFLINE WALLS STAIRWELL BASEMENT CEILING GARAGE CEILING G.H.WALL CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL PARTY WALL FOUNDATION WALL 2" R-14 BLOCK/RUNN. 2" R-14 SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. fr RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT,MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM 1T MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 25 GEORGE STREET TOWN: BARNSTABLE, MA 02630 CONTRACTOR'S NAME:JEFF CONRAD CONTRACTOR'S ADDRESS: 535 PHINNEYS LANE,CENTERVILLE, MA,02632 CONTRACTOR'S TELEPHONE NUMBER: 508-280-8978 ,r THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE ° m TYPE:CLASSIC LDC 50 '- THERMAL CONDUCTIVITY PER INCH:3.7 PER INCH AREA THICKNESS R-VALUE ROOFLINE 101, R-38 WALLS STAIRWELL BASEMENT CEILING GARAGE CEILING GABLE WALL 5" R-19 CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL PARTY WALL FOUNDATION WALL BLOCK RUNN. SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. R &K HOME SERVICE BLOWER DOOR/DUCT-BLASTER TESTING BUILDING PERFPRMANCE INSTITUE CERTIFIED Ill OLD BEDFORD ROAD WESTPORT,MA 0279 OFFICE:508-678-107 CELL:774-704-611 BLOWER DOOR TEST/AIR DUCT TEST REPORT Test Results IsT CFM50 2rD Corrected CFM50 1.051 CFM50 Accuracy Level STANDARD Air Changes per Hour @ 50 2.56(PASSED) ACH50 Pa Effective Leakage Area 57.8 Sq.in. (ELA) Customer Information Project Number 1005 Project Date 9/17/2018 Name JEFF CONRAD Address 535 PHINNEYS LANE City/State/Zip CENTERVU LE,MA 02632 Phone 508-280-8978 Email JCONRAD56@ ICLOUD.COM Building Information Address 25 GEORGE STREET City BARNSTABLE,MA Year Constructed Volume 24,640 CuFt Floor Area 1,125 SgFt Building Height 24 Ft Test Readings Nominal Building Pressure -50 Pascals Nominal Fan Flow 1.027 CFM Nominal Fan Pressure 4.3 Pa Fan Configuration OPEN Fan Model MODEL 3 110V ... Fan Serial Number Pressure Gauge Model DG-1000 Pressure Gauge Serial Number Baseline Readings s Average Baseline 0.0 Pa Baseline Range 0'1 Pa Performed By; Kyle Alexander BPI ID# 5061748 Date 9/17/2018 Signature ti ' a 9 • c U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program :N ELEVATION CERTIFICATE - OMB Control-Number: 1660-0008 IMPORTANT: FOLLOW THE INSTRUCTIONS ON PAGES 8-15 Expiration: 11/30/2018 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Wesley E McKenna&Bonnie R McKenna Policy Number: A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC 25 George Street Number. City Barnstable State.MA Zip Code 02630 A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) Shown as Parcel#064 on the Barnstable Assessors Map 319 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat. 410-421-28.09" Long.700-17'-33:98" Horizontal Datum: (�}NAD 1927 (>z NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 956 sq ft a)Square footage of attached garage na sq ft b) Number of permanent flood openings in the b) Number of permanent flood openings crawlspace or enclosure(s)within 1.0 foot in the attached garage within 1.0 foot above adjacent grade 6 above adjacent grade na c)Total net area of flood openings in A8.b 1;080 sq in c)Total net area of flood openings in A9.b na sq in d) Engineered flood openings? (>?.Yes (}No. d) Engineered flood openings? (7)Yes O No SECTION B-.FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name.&Community Number B2. County Name B3. State Barnstable 250001 Barnstable MA 134. Map/Panel Number B5. Suffix B6. FIRM Index Date. B7. FIRM Panel Effective/ B8. Flood Zone(s) B9.Base Flood Elevation(s) Revised Date . (Zone AO, use base flood 0558 J depth ` July,16;2014 July 16;2014 AE 12 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: Q FIS Profile Q FIRM )Community Determined ( Other/Source: B11. Indicate elevation datum used for BFE in Item 69: (-jNGVD 1929 ig,NAVD 1988 CJ Other/Source: B12. Is the building located in Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? Yes 4F No Designation Date: (;CBRS (j OPA . - SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ( Construction Drawings* )Building Under Construction" Q Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations:Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: Barnstable Ma DPW Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h) below. tJ NGVD 1929 Qt NAVD 1988 Q Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 9.7 Q!feet (,j meters b) Top of the next higher floor 13.1 (R1 feet (j meters c) Bottom of the lowest horizontal structural member(V Zones only) na Q feet .(.j meters d) Attached garage(top of slab) na Q feet ()meters e) Lowest elevation of machinery or equipment servicing the building (Describe type,of equipment and location in Comments) 13. 1 feet ( meters f)l Lowest adjacent(finished)grade next to building (LAG) 9 .7 tX+feet tJ meters g) Highest adjacent(finished)grade next to building (HAG) 10.2 66feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 10. 2 Go feet meters . structural support � FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 3 of 15 :r - ELEVATION CERTIFICATE, page 2 OMB Control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt:,.Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. 25 George Street Policy Number: City State Zip Code Company NAIC . . . . Barnstable MA 02630 Number:. SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be.signed and sealed by a land surveyor,engineer, or.architect authorized by law to certify.elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A ❑ Check here if attachments: provided by a licensed land surveyor? Q,Yes No {11 of 6 Certifier's Name License Number Richard R LHeureux PLS LS 34312 r RICAfff t. r Title Company Name L'HE6f"X Owner CapeSury NO.1841t 2 o° Address City State Zip Code M 23 West Bay Rd, Suite G Osterville MA 02655 'Signature Date Telephone - 04/OCT/18 (508)420-3994 Copy all pages of this Elevation Certificate for.(1)community official, (2) insurance agent/company, and(3) building owner. Comments(including type of equipment and location, per C2(e), if applicable) Signature. Date 04/OCT/18 SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B,and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters, El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace, (Meet ( meters. ❑ above or. ® below the HAG. or enclosure) is b)Top of bottom floor(including basement;crawlspace, ('j feet (j meters ❑ above or ❑ below the LAG. or enclosure)is E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor(elevation C2.b in the diagrams)of the building is (�feet (,meters . ❑ above or ❑ below the HAG. E3.Attached garage(top of slab)is. Q feet (j meters ® above or ® below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is [Meet Q meters ❑ above or .❑ below the HAG. E5.Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ( Yes )No (j Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name E Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 4 of 15 J ELEVATION CERTIFICATE, page 3 OMB Control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.).or P.O. Route and Box No. 25 George Street Policy Number: City State: Zip Code Company NAIC Barnstable MA 02630 Number: SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can-complete Sections A, B, C (or E), and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8-G10. In Puerto Rico only, enter meters. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law,to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) - G2 A community official completed Section.E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone A0: G3. The following information (Items G4-G10)is provided for community floodplain management purposes. 64. Permit Number G5. Date Permit Issued 06. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: (`'New Construction (jSubstantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: feet (j meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: feet (j meters Datum G10. Community's design flood elevation: feet (jmeters Datum Local Official's Name Title Community Name Telephone Si nature Date Comments(including type of equipment and location, per C2(e), if applicable) r Check here_if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 5 of 15 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE page 5 Continuation Page OMB control Number: 1660-0008 Expiration: 11/30/2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O.Route and Box No. 25 George Street. . . Policy Number: City State Zip.Code Company NAIC Barnstable MA 02630 Number: If submitting more photographs than will fit on the preceding page, affix the.additional photographs below., Identify all photographs.with:date taken;"Front View"and"Rear View"'and, if required,"Right Side View"and"Left Side View." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. rr _. f Ad-' I< v 1� Front(24/SEP/18) Right Side(24/SEP/18) ills 41 w ( t y� Back(24/SEP/18) Left(24/SEP/18) _ I FEMA Form 086-0-33(7/15) Replaces all previous editions. Page 7 of 15 y, TOWN OF BAR STABLE I V T'T r)N t Town of Barnstable Btilldin g w W n, Permit- Permit No. B-17-640 Applicant Name: Conrad Remodeling Approvals Date Issued: 09/21/2017 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 03/21/2018 Foundation: Location: 25 GEORGE STREET,BARNSTABLE Map/Lot 319 064 g Zoning District: RB Sheathing: Owner on Record: MCKENNA,WESLEY E&BONNIE R tontraetor Name: Conrad Remodeling Framing: 1 Address: 25 GEORGE ST ' Contractor License 124074 2 g al BARNSTABLE,MA 02630 s# P olectCost: $18,000.00 Chimney: Description: Demo Existing House p. g � � �Permrt fee: $125.00 Insulation: ZBA SPECIAL PERMIT 2017-049 e Pa $ 125.00 feDate 9/21/2017 Final:��Q Project Review Req: Demo Existing House F G Plumbing/Gas ZBA SPECIAL PERMIT 2017-049 Rough Plumbing: Buildin Official Final Plumbing: . This permit shall be deemed abandoned and invalid unless the work author'{edby this permit is commenced within six months after issuance. - Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. ram- � All construction,alterations and changes of use of any building and structures'shall'be incompliance with the local zoning bylaws and codes. final Gas: This permit shall be displayed in a location clearly visible from access treet or road and shall be maintained open for pubUc'nspection for the entire duration of the work until the completion of the same. b Electrical The Certificate of Occupancy will not be issued until all applicable signatuesby the Budding and F'rr®fficlais are provided on�thispermit. r Service: Minimum of Five Call Inspections Required for All Construction Work:11 1.Foundation or Footing y v .� Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r C�, Tod k 30682 132 #39763 .,w f P g �� 08�'-07-2017 @ 01: 35p Oen-11-.1 Town of Barnstable Zoning Board of Appeals `6! Decision and Notice Special Permit No. 2017-049—McKenna Section 240.91 H(3)—Nonconforming Lots-Developed Lot Protection To allow the demolition of an existing dwelling and construction of a new dwelling and shed on o.nonconforming lot. Summary: Granted with Conditions Applicant: Bonnie R.McKenna Property Address: 25 George Street,Barnstable, MA Assessor's Map/Parcel: 319/064 Zoning: Residence B Hearing Date: June 28,2017 Recording Information: Deed: Book 20464 Page 179 Plan: 61101 Page 57 Background Bonnie R. McKenna applied for a Special Permit in accordance with Section 240-91.H(3) — Nonconforming Lot — Developed Lot Protection. The applicant proposes to demolish an existing 1,178 square foot dwelling with detached garage and build a new, two-story, 4-bedroom, 1,860 square foot dwelling and accessory shed. The property is located at 25 George Street, Barnstable, MA as shown on Assessor's Map 319 as Parcel 064. It is located in the Residence B Zoning District. The subject property is located between George Street and Harborview Roadjust north of Commerce Road in Barnstable existing Village. The g g dwelling is nonconforming with a 15.3 foot front yard setback (Harborview Road) where 20 feet is required. The owner seeks to construct a new dwelling which will conform to setback requirements, lot coverage, and floor area ratio. According to the Assessor's records, the dwelling was constructed in 1927 and has 3 bedrooms and is connected to sewer and served by public water. The lot contains 7,115 square feet and undersized lots appear typical in this area. Procedural & Hearing Summary Special Permit Application No. 2017-049 for the demolition and rebuilding of a dwelling on a nonconforming lot was filed at the Town Clerk's office and office of the Zoning Board of Appeals on May 31, 2017. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on June 28, 2017 at which time the Board found to grant the special permit subject to conditions. Board Members deciding this appeal were Brian Florence, Robin Young, David Hirsch, Herbert Bodensiek, and Alex Rodolakis. Attorney John Kenney represented the Applicant before the Board. The Applicant, Bonnie McKenna, Wesley McKenna, and Bob Ruscitto are also present. Attorney Kenney presented the proposed plan to the Board, reviewing how the proposal met all of the performance standards. He stated the reason for the filing is that the lot is less than 10,000 square feet. The Board Chair requested public comment and no one spoke. Findings of Fact � ." Bk 30682 Pg133 #39763 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Pemiit No,2017-049-McKenna At the hearing on June 28, 2017, the Board unanimously made the following findings of fact in Special Permit Application No. 2017-049, a request to demolish and construct a single-family dwelling: 1. In Application No. 2017-049, Bonnie McKenna is proposing to demolish an existing 1,178 square foot dwelling with detached garage and construct a new 1,860 square foot single family dwelling and shed on a nonconforming lot of 7,115 square feet. 2. The subject property is located at 25 George Street, Barnstable, NtA as shown on Assessor's Map 319 as Parcel 064. 3. Section 240-91(H)(3) allows for the complete demolition and rebuilding of a residence on a nonconforming lot by Special Permit, 4. Site Plan Review is not required for single-family residential dwellings. 5. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. The proposed dwelling will be in compliance with required setbacks and will be in keeping with the character of other dwellings the neighborhood.9 g od. 6. The building setbacks will comply with all required setbacks, including the requirements of the , Residence B Zoning District. 7. The proposed floor-area ratio is .26; the maximum permissible FAR is 0,30. 8. The a proposed lot coverage is 19.9/o; the maximum permissible coverage is 20/. 9. The proposed dwelling is 22 feet 71/4 inches to top of plate, 28 feet 1 3/ to the ridge (30 feet maximum) and is 2 stories. 10.The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The proposed dwelling will be in keeping with the neighborhood, comply with current setback requirements and will be an improvement to the property. The vote to accept the findings was: AYE: Brian Florence, Robin Young, David Hirsch, Herbert Bodensiek, and Alex Rodolakis. NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special permit No. 2017-049 subject to the following conditions: 1. Special Permit No. 2017-049 is granted to Bonnie McKenna for the demolition of an existing dwelling and detached garage and construction of a 1,860 square foot dwelling and shed at 25 George Street, Barnstable, MA. 2. The site development shall be constructed in substantial conformance with the plan entitled Plan showing New House & Shed at 25 George Street Barnstable, Mass" prepared for Bonnie McKenna dated November 18, 2016 with the last revision date of April 18, 2017 drawn and stamped by Richard R. I'Heureux; and the floor plans and elevations dated May 30, 2017 by Concept Design. 3. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling, either the footprint or gross square footage, or construction of additional accessory structures is prohibited without prior approval from the Board. 4. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 2 Bk 30682 Pg134 #39363 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2017-049-McKenna 5. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised.within two years, unless extended. The vote was: AYE: Brian Florence, Robin Young, David Hirsch Herbert Bode , and Alex Rodolakis. NAY: None Ordered Special Permit No. 2017-049 to demolish and construct a single-family dwelling on a nonconforming lot located at 25 George Street, Barnstable, MA, has been granted. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision if any, shall be made purs uant to MGL Chapter r 40A, Section 17, within twenty(20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable3own Clerk. /Z Brian Florence, Chair Date Signe I, Ann Quirk, Clerk of the Town of Barnstable Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this. 011D z day of 'under the pains and penalties of peflurY• Ann Quirk, Town Clerk Pt '+ r • em2005-02511/18/04 Substitute Demo/Rebuild Zoning Ordinance Amendment pan a motion duly made and seconded it was hat Chapter III,Article III of the Town of Bamstable General Ordinances, the Zoning rdinance, is hereby amended by i.nserang paragraph 7 to Section 4-4.2 Nonconforming ots,to read ks-follows: ' I Developed Lot Protection—Demolition &Rebuilding on Non-conforming Lots: ' Pre-existing leg al non-conforming lots�v-high have-been improved by-the-construction of a single or two-family residence which conformed to all provisions of the zoning ordinance or bylaw at the time of construction shall be entitled to completely demolish the old residence and construct thereon a new residence in accordance with the following. A) As of Right: The proposed demolition and rebuilding shall be permitted as-of-right on a'pre- existing legal non-conforming lot that contains a minimum of 10,000 sq.ft.of. contiguous upland provided that the Building Commissioner determines that all of the following criteria.are met: 1) The proposed new structure conforms to all current use and setback requirements of the zoning district it is located- - 2) The proposed construction conforms to the following requirements of lot coverage, floor area ratio and building height: a, Lot Coverage by all buildings and all structures shall not exceed twenty percent(20%)or the existing lot coverage,whichever is greater; b. The Floor Area Ratio shall not exceed 0.30*or the existing Floor Area Ratio of the structure being demolished and rebuilt,whichever is greater; and c. The building height in feet shall not exceed'thirty(30) feet to the highest plate and shall contain no more than 2 %s stones: The building height in feet shall be defined as the vertical distance from the average grade plane to plate. 3) Further expansion of the rebuilt structure must conform to Section 4.4.2 r above. B)By Special Permit: If the proposed demolition and rebuilding cannot satisfy the criteria established in Section 4.4.2 7)A) above,then the Zoning Board of Appeals may allow the demolition and rebuilding by special permit provided that the$oard finds that; 1) The proposed yard setbacks are equal to or greater than the yard setbaclo of the existing building; and 2) All the criteria in 4.4.2 7) A)2) a,b &c, above is-m-et. 3) The proposed new dwelling would not be substantially more detrimental to the nei&7aar-hood4kan=the-exi frog dwel]ing- . .... :. - _.. . ... 1 A TRUE COPY ATTEST - Ta�t+��i Oferk TOW 'WLE ill. _ Town of Barnstable Building _ - Post This Carol So That tt�s visible From#heix5treet, Appr ved"Plans Must e;Retaine on Joband thi rd Must be;Ke(S ntil Final,Inspection Has Been Made 3 R Posted U Permit Where,:a ertific teHaf Oecu an. ;ts'Re u�red-such;e tld�n sh'all,Notbe Occta ied�unt�1 a�Flnal.Ins ect�ort'has}been jade Permit No. B-17-643 Applicant Name: Conrad Remodeling Approvals Date Issued: 09/21/2017 Current Use: Structure Permit Type: Building-Demolition-Accessory Expiration Date: 03/21/2018 Foundation: Location: 25 GEORGE STREET,BARNSTABLE Map/Lot 319 064 Zoning District: RB Sheathing: Owner on Record: MCKENNA,WESLEY E&BONNIER Contractor Name Conrad Remodeling framing: 1 Address: 25 GEORGE STy 124074 2 BARNSTABLE,MA 62630 Est Pro j ctCost: $.3,000.00 Chimney: Description: Demolition detached garage £, Pe mi#d F e: $50.00 Insulation: SEE ZBA DECISION fee Pai ' $50.00 SPECIAL PERMIT 2017-049 ` Date 9/21/2017 Final: Plumbing/Gas Rough Plumbing: Project Review Req: Demolition detached garage .Building Official Final Plumbing: SEE ZBA DECISION SPECIAL PERMIT 2017-049 Rough Gas: F Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by th' Permit is commenced within six mont is after issuance. Electrical ka All work authorized by this permit shall conform to the approved application nd the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structureshall be�n compliance with the local ng y Service: zom b ws and codes. This permit shall be displayed in a location clearly visible from access strut or roadand`sfiall b maintained open for u`bt�c°inspection for the entire duration of the Rough: work until the completion of the same. Final: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Low Voltage Rough: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Health 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Final: 7.Final Inspection before Occupancy Fire Department Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in.MGL c.142A). TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map y' Parcel D I Application.# :P I� IlJ Health Division rjo��'a� Date Issued: 9 a l .!7 Conservation Division Z01i Application Fee 09 Planning Dept. �pR � Permit Fee Date Definitive Plan Approved by Planning P OF gAP Historic - OK _ Preservation/ Hyannis -- Project Street Address (;-ea P$er= Village '� J'r__ in Owner &ft2Qh-_- MG) � 10� Address Telephone Permit Request �-- Square feet: 1 st floor: existing proposed 2nd floor: e i ng proposed Total new ft, UING DEFT Zoning District Flood Plain x:. Groundwater Overlay e Project Valuation nn c> Construction Type Wbb �7T Lot Size Grandfathered: ❑TY&YIVEIIIN4oAf attach supporting documentation. ABLE Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure ( © Historic House: ❑Yes ❑ No On Old King's Highway: (YYes ❑ No Basement Type: ❑Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) �— Basement Unfinished Area (sq.ft) `— Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count i^ Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 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 SS ��Cv4� Telephone Number Address License# ( _ s l g Home Improvement Contractor# I ®_7Y EmailC6naryyo S pnn" 0_CpYyN c_ft, Worker's Compensation #(d-c s 00 2R2)/0,(3 ,901L ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ICY FOR OFFICIAL USE ONLY APPLICATION # t `DATE ISSUED 'l 'MAP/ PARCEL NO. }` ADDRESS VILLAGE 4 _ ' OWNER F r, `i DATE OF INSPECTION: G +Y' FOUNDATION r` 1 FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT .t ' ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services • :sums' ` Richard V.Sc4 Director - '�¢ Building Division Paul Roma,Bwlding Commissioner 200 M da Street;Hyannis,MA 02601 wwwADwn.barnstabIr—mz.us Office: 508-862-4038. Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L 121 c/ ii1iK ,as Owner of the subject property hereby authorize A��_ to act on my beb24 in all matters relative to work authorized by this building permit application for- (Ahdmss of Job) Pool fences and alarms 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. Signatum of Owner a of Applicant Print Name Print Name Date Q:FoxMs:owrmzror�ooLs Town of Barnstable Regulatory Services GF 1HE� e Richard V.Scali,Director • Building Division BARNSTABLE BAMSTABLB, MAS Paul Roma 9tb 1639, �0 ) -1-2014 Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.ba rnstable.maxs March 16, 2017 Bonnie McKenna RE: 25 George Street 350 Lincoln Street Barnstable, MA 02630 Hingham, MA 02043, Map: 319 Parcel: 064 Dear Ms. McKenna, This letter is in response to application #TB-17-640, #TB-17-642, and #TB-17-643 submitted to demo the principal structure, the garage, and rebuild a new house with attached garage at the subject property. Unfortunately, the applications cannot be approved at this time because of the following reasons: 1.) The subject lot is less than 10;000 square feet of contiguous upland (7,115 square feet) which requires a special permit from the Zoning Board of Appeals for the rebuild. 2.) The lot coverage shown on the proposed rebuild is greater than 20%. 3.) The project is located in Flood Zone A which requires the project to be designed and stamped by a licensed design professional to meet the Flood Zone A standards. If you proceed with this project and all of the requirements are satisfactorily met within six(6) months we can reopen the applications without additional fees. My contact information is below if you have any questions, Sincerely, Robert McKechnie Local Inspector 508-862-4033 Robert.mckechnie(a)_town.barnstable.ma.us 1. ' • D MAILTMRECEIPT •. &iy,Noftisurance overage Provided) F5' CE) Postage $ ._ d1 rU4, f Certified Fee ,, ! Postmark �� i O Return Receipt Fee ' H G (Endorsement Required) },,; ere Restricted Delivery Fee 'g►1A� v i C3 (Endorsement Required) q Total Postage&Fees $ 'f, L 3� Sent RT ^� SCSvn.,7 d S`treef,Apt.No.; /1 / / C N or PO Box No.-----, ? ___G..!_!J_� f_ _�V e e - -' ' Cil} State,ZIP+4PS Form \11--1i_ ,p ! /s 3.800,August 2006 See Reverse for Instructions COMPLETE SECTION •MPLETE THIS SECTION ON DELIVERY Complete itertistl,,2,a td 3; A.;Signaturo ■.Print your name and address on the reverse gent" ' # so.that we can-return the card to you:. X: iidressee j ■ Attach this card to the back of the mailpiece; B_Received by nfed Name) C. Date.of Delivery or on the front if space permits. 1. Article Addressed to. D. Is delivery address different from item_1? ❑Yes If YES enter delivery address below Q No yt30.1 n z e 1WL*e^•^ {{ F R2.0 2017�. daoy3 & Service Type` ❑Priority Mau Express® II I'l ll'I I'II ICI I II I�II L,I i IIIII II Ill I I I I II I III. ❑Adult Signature ❑Registered Mail ❑Multi Signal"ResMeted Delivery ❑Registered Mali ResMcted Ifi6ettifier!Mail®'. Delivery 9590 9402 1,933 6123 162 2'03 ❑Certified Mall ResMcted Delivery-' ;Wetum Receipt for 17..Colleat on Delivery' ..Merchandise j ,;2 Article:Number,ffra]sferfcom,sarvM_a.latwn.-�� v ❑Collect on Delivery Restricted Delivery ❑signature ConflrrnationTm O Insured Mail r QSignatureconfirmation ' 12 101 0 L]0 0 ,2 8 4 7 7 6 6 0 _ o Ir Bured Mall'l3esMcted 4env*. Re�tit�?ed Delivery over'$500 1 PS Form'381,E1 Ju1y2015 PSNd7,530-02-000=9053' Domestic Return Receipt t G Town of Barnstable THE Regulatory Services do Richard V. Scali,Director g BARNSTABLE Buildin Division MASS, Paul Roma teas-xvia 1639. Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us March 16, 2017 Jeffrey M. Conrad RE: 25 George Street 535 Phinney's Lane Barnstable, MA 02630 Centerville, MA 02632 Map: 319 Parcel: 064 Mr. Conrad, This letter is in response to application #TB-17-640, #TB-17-642, and #TB-17-643 submitted to demo the principal structure, the garage, and rebuild a new house with attached garage. Unfortunately, the applications cannot be approved at this time because of the following reasons: 1.) The subject lot is less than 10,000 square feet of contiguous upland (7,115 square feet) which requires a special permit from the Zoning Board of Appeals for the rebuild. 2,) The lot coverage shown on the proposed rebuild is greater than 20%. 3.) The project is located in Flood Zone A which requires the project to be designed and stamped by a licensed design professional to meet the Flood Zone A standards. If you proceed with this project and all of the requirements are satisfactorily met within six (6) months we can reopen the applications without additional fees. My contact information is below if you have any questions, Sincerely, Robert McKechnie Local Inspector 508-862-4033 Robert.mckechnie(a-town.barnstab le.ma.us y COMPLETE •N COMPLETE THIS SECTIONON y- . . A Signa ■ Con pli R item>�1,2,ani �3 I ■ Print our me and add re `'on the reverse •n ❑Agent !., so that we can'return the.card to you. ON Addressee ■ Attach this card to the back of the mailpiece, B. ec ed by(Printed Name) C. Date of li i or on the front if space permits: Cat/�, 1,9 1.very , � 1. Article Addressed to: D. is delive address different from Item 17 ❑Yes :J --qr e t_o 11 r0.cl If YES,enter delivery address below: ❑No { { 3. Service Type ❑Priority Mail Fxpresse C II I'III'I��II I�I I(I I�OIII I�III II III I(I III I III ❑Adult signature ❑Registered Mail?■ ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted! W8 Certifed WHO Delivery 9590 9402 1933 6123 1642 10 0 certified Mail Restricted Delivery . Ill' alum Receipt for . El Collect on Delivery Merchandise { 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConftrrnattanTm { 11:3 Insured Mail ❑Signature Confirmation { 017E Q 1 Q ,0 0 0 2 8�}7::7 6 7 7 �J Insured Mail:Restricted Delivery.: Restricted Delivery (over$600) r " 5S -'9053uPS Font 3811 Jly 201 . = Domestic Return Receipt ■ r .. t~ Postage $ co tv Certified Fee `. Postma%Nj O ff =V ) a Ot FOO p (Endorseme Return nt Required) ORaWm a13,. Restricted Delivery Fee O (Endorsement Required) ,f•��... t/',tiiF j4'.sr O Total Postage& FeeFees Sent To n 1., I U J��f e It------ --------- $frWif,M No.; _ �p!! - ��Op jJ 3 5 A ,n n 2_Y_ S - - ----------- or PO Box No. ------ -------- City State.Z/Pt4��!! CG�t - e ggg V 1 L 'k F �ma3 k t r y T snt: 110 1 *ti, 6'6• Moc f jp- ,� a °rya�e 4} •oaf I ti *. abN� ��. 77? Q �JQ(1e kj �Q� . f � Lawn / Cp/, k'/f E��2� � � a h / i o9e sae PEA o a! ell Vj Location Map O Lot Area �88, Scale: 1" = 2000' 0 0�� 7,115fSF References:/ Da ces: #25 /� Lawn Q Assessors Map: 319 Parcel: 064 /i 2s t y w/f i a / Plan Book 61157 Dwelling ;9 Ai ry �� Notes: Zone: RB a 9 �. aqj 1.) The structures shown were located on the ground Setbacks: / �} s b Front: Omin Lawn y�. � i � conventional survey methods on 27/SEP/16. / —�1� ^;� (dimensions are to corner boards of dwelling) Side: 1 'min Rear: 10'm in / 2.) The property information shown hereon was 75 o t� Sd. p\ g compiled from available record information. FEMA. 3.) This plan is not for recording and ;s not oro9e 'de P to be used for construction layout or deed Zones X & AE(EL 12) description purposes. Based n Mop # 25001 Legend: July 16, 2014 Ro Feder Cana,�iyn /F � . SD Sewer Manhole Bet/1 Fb/e rn, c Light Post V of NAS �^ ea1e rvsr V LJ r'r /►� � Utility Polc ��F`�N —ohw— Overhead Wires o� . ,® — c — Gas Line (approx) o FtICHARD R r — — io— — Elevation Contour " t•HEUREU)( oc9 Iox5 Spot Elevation p 12 �®• NO. 343 a Deciduous free S AL L ANC 'y� 05 10 15 20 30 40 FEET Sheet # Title: Existing Conditions Plan of Land CapeSurV repare Notes Revisions: Scale: Bonnie McKenna See Above: C521_2g1 of at 25 eorge Street 23 West Bay Rd, suite G Date: Osterville MA 0265� 25 George St 1'=20' Barnstable, Mass Barnstable MA 02630 (508)420-3994 (508)420-3995 foz y/g: r capesurvC9capecod.net 181N V116 r 4 O r110 ✓aSePf �� I j f..• 7-'711- • V1V�� `' -+fn -w- ,2 -"spy: O e / V\ B• cv. pro p a"� � y �-l,, 77 toile / Lawn / Cow k/f` -- E�1`L� �1 �cv !c l -/- 09 ke �� S way Location Map O Lot Area �. °*,J/ 7,115f± / 8 Scale: 1" = 2000' } / `. / 5„,,ti -, - References. 9 G ' 4� io / Assessors Map: 319 #25 / Lawn Q Parcel: 064 d ' 2s ty w/f / Plan Book 61157 /�D / Dwelling Notes: Zone: RB Setbacks: 1.) The structures shown were located on the ground Lawn `. / '} by conventional survey methods on 27/SEP/16. Front: O'min / J�D/ry ^trj I (dimensions are to corner boards of dwelling) Side: 1min Rear: 10'min 70 / g, 2.) The property information shown hereon was compiled from available record information. Zk 09e N � 8p �J ° t'� 3.) This plan is not for recording and is not FEMA: to be used for construction layout or deed Zones X & AE(EL12) description purposes. Based on Map # 25001CO558J Legend: ` July 16, 2014 oqd G-yn /F I 0 Sewer Manhole F e T S 7YL. Light Post f Bet cobs Of YASS+L.y`J' Utility Pole —ohw Ovcrhead Wires A. °"rr rr,, — c — Gas Line (opprox) a R1Cy1{�RD R + OW — — to—— Elevation Cdrtour " EUR'EUX ` dy��(�,�+ ioxs evation p, N Spot El o. 343122 0 Deciduous Tree IST(`� • Olt ALL O 5 10 15 20 JO 40 FEET Sheet # Title: ' ExistiNeorge Conditions Plan of Land Prepared Notes Revisions: of at 25CapeS u ry Scale: Street Bonnie McKenna See Above: C521_2 1 � 2g 23 West Bay Rd, Suite G 25 George St Date: Barnstable, Mass Osterville MA 02655 9 1"=20' (5o8)42o-3994 (5,,)42o-3995 fox Barnstable MA 02630 capesurvgtapecod.net I W 9- 18/NOV/16 1 I,'jt iJr 1�9 kY �,a ti 1 t r 1 YYa,. 4 '��j,x '¢' 'r Mcrxa, ,'w•�"rta p•�'�J^y' y DEVELOPED LOT PROTECTION - DEMOLITION AND REBUILDING u;� ON NON-CONFORMING LOT =r"7ror(rfr "kI ,,i ,�� ,MhJ ,,,a ' �.'�!� f.ltA»� dr+ Rt � �'�Kl��'�u l"p (ZONING: SECTION 240-91) '1)5 r J {h, 11A ii♦2 � 'y e Total Lot Area 7.115±SF O , P�� v� +"•: }}atii,'ti�� ,fit •i.. !��: e�`� �.��pv}:E�} N c�•i Allowed Existing Proposed - � Lot Coverage: 20% 1,423SF 189 1280SF 19.9 _ J • 1 a 9? Rat io: Ar ea rea ao: 309 (2,134SF) 179' (1,178SF) 269 (1,860SF) y2 36 ory 6i F °tee Building Height: 2 Story or 30' 2 Stories 2 Stories --1?_ s' a sOo a t�F X e ° Zap P ;.. t a�♦ 8 h .,. \ r.. .j� ' �1 �ti <O .� n 40 SMOKE DETECT REVIEWED op , ' PEEL � r �} � � •%Y�• �aea `�P1LrO\\ � / "'l � q i �"" , k, v .., r �'. �..t � _Zf`� flc�� , �Q� BARNSTABL BUILDING DEPT. r. DA E ''`. Location Map ` i :S t por sed House FIRE DEPARTMENT DATE Scale: 1" = 2000' - �['� BOTH SIGNATURES ARE REQUIRED FOR PERMITTING / o } 1 :. i References: ::............. ... ... / �L. .. r..... ..... _= Assessors Map: 319 _ ° / O� Parcel: 064 / #25 25.2' Plan Book 61157 :::;2sty w/f:: ' Dwelling /o� o� Notes: Zone: RB �. A� �4 Setbacks: / :: :_ ¢, 1.) The structures shown were located on the ground __ _ _ _ _ ::.;� �a Front: 20'min i �+ by conventional survey methods on 27/SEP/16. __ - / (dimensions are to corner boards of dwelling) Side: 10'min _ , / Rear: 10 min 2.) The property information shown hereon was > 1.. / compiled from available record information. FEMA: Gpr kjf rs.s' \ �/ `� +^ 3.) This pion is not for recording and is not Zones X & AE(EL12) Q9e to be used for construction layout or deed Based on Ma N6>3 8oC/ description purposes. P 3¢s Legend. July 16,/2014^� P VJ �•C RO1 pnd i)1g�F Q ti CC-e &, O O Sewerhole ,off+E'�tN Of�4s�'c �T e'fy F bi Light Post e T �® ®� Pd� Tssr Utility Pole �+�, RICHARp R. V —anw— Overhead Wires v o HEV REUX — G — Gas Line (approx) NO. ,CI — — ro— — Elevation Contour �. 3 312 0 ioxs Spot Elevation rE4t� Deciduous Tree 0 5 10 15 20 30 40 FEET Sheet # Title: repare or: Notes Revisions: Scale: Plan Showing New House & Shed CapeSurV Rev.1 — 03/APRI17 — proposed lot coverage.2of2 at 25 George Street 23 West Bay Rd, Suite G 25 George St Rev.2 — 18/APRI17 — reduce house size & Date: 1»=20' �] Osterville MA 02655 Barnstable, Mass (508)420-3994 (508)420-3995 fox Barnstable MA 02630 proposed eliminate garage & shed. W9. copesurv@copecod.net 181NOV116 New 42 SF Shed F+ems/� .• 6- , cL 'I ( I a r 100 o x O� Mdlwey Beech. s`�� V b , rr /✓ Q '' , � f Add 4' Picket Fence & Gates, Painted 3' z White ' ^ (�Y M t(y^J 1�7 z � � \ Martdkccse Wharf 9t � ..- ,,,Crce Pd 1 I I _ �Mya�ie t4hotC � v _ •., ,• - :NatCAeiGubCs.r `�4�y„__ . � �"r.Atnway Manna Ra `` / . ♦mil •,, ._� n. 411, 96, V- Planting Beds for Shrubs - o I;P EIGO as Landsca a Plan �Q 1--2 oil I c Q00 zm°� Z� For Review m�N x Pam 11 c JN NgCKCI111d ReS1CleI1Ce 05.30.17 �,moo,tnm nv_o 05.30.17 aar.0ID0 . ^vw Residential 1 0 Concept Design B CIA -tn'�Dm mfDr"'a' . 0U Doal n 8 ny°o �Wm Om D'^rn Plan 25 George Street ©F_ S, ON OnIC 7<60 NNA �P= N g 3m^ N� Barnstable, MA 02630 covriz Sl ll:R;r DUD UDD D[J] DDI EIEE E][]L] E [IFT] DUE [11]❑❑❑ [111 L,li D ❑ ❑❑❑ HHU 1C [j] B A A E 6 Over 6 6 Over 6 6 Over 6 9 Lite 4 Lite Double Hung Double Hung Double Hung Casement Fixed Window Window Window Window Window 7771 SDL SDL SDL SDL SDL White White White White White 3 Lite 4 Panel 9 Lite, 2 Panel Door Door SDL SDL White White EXTERIOR DOOR SCHEDULE DOOR QUANTITY I UNIT WIDTH UNIT HEIGHT IROUGHWIDTHI ROUGH HEIGHT DESCRIPTION MODEL FINISH DP RATING 1 1 3' -0" 6'- 8" 3' -2 1/2" 1 6' - 11 13 Lite 4 Panel TBD White >_ 30 5 1 2'- 8" 6'- 8" 2' - 10 1/2" 1 6' - 11" 16 Lite 2 Panel Fir Door SDL: Simpson White WINDOW SCHEDULE WINDOW QUANTITY UNIT WIDTH I UNIT HEIGHT ROUGH WIDTH ROUGH HEIGHT DESCRIPTION MODEL F FINISH DP RATING U FACTOR A 10 2' - 7 1/8" 5' - 0 3/8" 2'- 8 1/8" 5'- 0 7/8" Andersen 400-Series 6 Over 6 TW26410 White >_ 30 <_ 0.30 B 7 2' - 5 1/8" 4' -8 3/8" 2' -6 1/8" 4'- 8 7/8" Andersen 400-Series 6 Over 6 TW2446 White >_ 30 <_ 0.30 C 4 2' - 5 1/8" 3' -8 3/8" 2' -6 1/8" 3'- 8 7/8" Andersen 400-Series 6 Over 6 TW2436 White >_ 30 <_ 0.30 D 5 2'-7" 3' -4 7/8" 2' - 8" 3'- 5 3/8" Andersen 400-Series 9 Lite Casement CX135 White >_ 30 _< 0.30 E 7 3' - 10 3/4" 4' - 11 1/4" 3' - 11 3/4" 4' - 11 3/4" Andersen 400-Series Glider TBD White >_ 30 150.30 NOTES: -Contractor to Verify ALL Rough Openings Per Manufacturer Specification PRIOR to Framing -ALL Doors &Windows to be Installed Per Manufacturer Specification -It is the Contractor's Responsibility to Ensure that at Least One Window in Each Bedroom has An Egress Window Suitable for Emergency Egress as Defined by IRC 2009 and the Applicable MA Ammendments to the Building Code -Provide Tempered Glass in All Locations Required by Code For Review 6 o°m�='N'0. M j McKenna Residence 05.30.17 m<H x 30S50m CJ(0A 05.30.17 o Q^� �Z�o x�° RealAentlal �� N�oN�°N �0W Concept Design C1 2 m�D �mQ��° CON Doal n 8 • g oN ;� Plan 25 George Street ©f�~='° Zm Nw N�a=°N,3mT CID° \,/ Barnstable, MA 02630 VVININ7W Soli-LE'DULG <1� 1 3 82.1 36-0" S2.1 T-91/2" 12 1" 1V-01/4" 5'-1 1/4" 0 o O O trFF Ow o 0 _I®1 _ O O UNDRY P016JDE WIC 1 CB � s 1 110 2'-71/2" 2'-l" 2'-0" T-0" 1'-81/2" 2'-6" 1-6" F E A TE BATH M 109 4 I61/2" 2" 1'- 1/2" 15'-91/2° 8'-111/2" _ 6'-0" 3'-7" Mech SCREENED PORCH O1/2" T--- ASTER BEDRO - 8 108HALL 101 8 11'-3" 3'-8D 21'-0112" 1 AL 2 0 S2. 2-111/4" 6-0318" - ------- ------- 20'-" 16'-0" 12'-0" 36'-0" FirsV'Oor 3/16"= For Review o°m�=°No N McKenna Residence 05.30.17 m-i,x�°0°cmm ut 00 ?<� 05.30.17 Residential N�o�r°� :�W Concept Design Design & A1 1 mrM- ad o� o Wm Om D^'m Plan 25 George Street �m�'20-IA72m oWw _� N�A Barnstable, MA 02630 1-1—C)OR PI.AN m NT 36'-0" N-11" 1 21'-11. 3 S2.1 4A 1/2" r-10" 6'-2" 3'-1112" S2.1 5'-0"Head Height BATHROOM ______ _ 6' 8"Head HeightWIC 02 -------------- ---- -- -- I� — — 206 BEDROOM HALL (�j 203 --�-_��--w -_--- BEDROOM 205 -- -- _— -- ---- - - -- Lj 11 BEDROOM _-- --- -- -- - 6'-8"Head Height 6'-8"H_ad Hight __ _ I i 5'-0"Head Height I _ I I W = I � �I -- o 4L I �O co oil ' --- — — — — Ib ZOI CO — I IN T-1" 4'-4" 3-8" 4'-4" 8'-01/8" (:D Second Floor 16"= 1'-0" 0 m97 Z — - McKenna Residence 05.30.17 For Review ZQ 05.30.17 z�° x�m Residential �� y (ii a' :�W Concept Design oa8lsn & Al 2 ay a g_.o��Om D^rn Plan 25 George Street • 01s�2m pNw 30 N�A Barnstable, MA 02630 1;1.C)C PLAN Trim Color to be White,TYP Window Sash to be White,TYP rL J �V r; "Buzzards Bay"Grey Clapboards[East Only] - 4 "Cape Cod"Grey Architectural Shingles ,TYP — 2 = _ - - N - a LT Second Floor 22'-7 1/4" �L1I= ® z ' F.F.E. U --- -0 0- A SHIM T.O.F mK . 12 Grade OIL 10' -0" East Elevation 1/8'= 1'-0" "Cape Cod"Grey Architectural Shingles ,TYP 61 -— — Trim Color to be White,TYP o= o v Second Floor 22'-7 1/4" F.F.E. T..,, T.O.F. mk 12' 2" Grad- 10'- 0" Y 2 South Elevation 1/8"= 1'-0" For Review o.0 m97�No 1 _ McKenna Residence 05.30.17 m�y,%,0 S 0 0 0 N 05.30.17 0 0�0 _��° x�° ReslAbntlal 07• Nn00rqT :Ww Concept Design Doalgn8 A2 . 1 mr�- mro avo� oW�oN ;� Plan 25 George Street OE-• 7O'A7Zm Nw �" r z 10 N;° Barnstable, MA 02630 1:�1 t Rf<,I: ta_1=:vf. m � - ^adv� �^ ]C <�A in ow Sash to be White,TYP Cape Cod"Grey Architectural Shingles ,TYP Trim Color to be White,TYP n " „rr cond Floor Trill f 22'-7 1/4" FZ I IT 0I'�." r` ,r *�= F 'a .F.E. 1 / ,i.4Y74;' 3 - 4 ram' 1 T.O.F. 12'-2" Grade West Elevation 10'-0" 1/8"= 1'-0" s Cape Cod"Grey Architectural Shingles ,TYP �� 7O 6 7 _ 2 4'r Trim Color to be White,TYP Min Trim Overhang 6" m Second Floor rr amYIYIYr" r„ '' , of 22'-7 1/4„ ip , F.F.E. d-\Ad 1 U T.O.F. -12'-2" North Elevation 10'ad(2)- 0e 01. Building v.0 m��yo McKenna Residence 08.30.17 Q<mao'omx5mm cve Permit c s»m^n' d w Residential �Dm��a��° Concept Design eeslan a 25 George Street amoo_ o��0 )NON A�� Submission o spla o11 D�iI,rn Plan N)o5RO�m7Zm oNw \ /J 08.30.17o C ID^o G d T N m A `/ Barnstable, MA 02630 EXTERIOR ELEVATIONS <1e A Provide 24"x 30"[Min.] Crawl Space Access 1 36'-0° 3 S2.1 S2.1 10"Sonotube w/24"Dia. Spread Footing,Typ. 8"x 16"SmartVent — — — — — — — — — — — — O MICHELE Location.TYP of I F I g CUDILO , O No.34774 N o I I ( Co O STRUCTURAL \ rn I I o I I EQ I 15-8 7/" L 6-7 3/4" 3-8 5/8" 6-0 5/8" L 6-0 5/8" 8'-9 5/8" I I I r o Gam" Flood Zone AE I I L J F L LT� , I I El. 12.0=Base Flood Elevation [B.F.E.] 4 Add 4"Thick Concrete Pads @ I I L J L J J L J I I Exterior Stair Bases,TYP c I I Z-0,, j j' 4'-8 3/4' 3-Ly 1,1 o For Structural Only: 05.30.17 FLOOD OPENINGS: Enclosed Area= 1,088 SF I I 4 24"x 24"x 10"Conc.Pad J I 5-10 5/e Req'd Opening Area= 1,048 Sq. In. Footing,TYP Area Provided = [6] Smartvents 8"x 16": I I 4 I I C0 1,200 Sq. In. EQ EQ I I 2 x 12 SPF#2 Floor Joists @ 16"o.c. r w/3/4"T & G Plywood Subfloor �• F.F.E. L J I I 2 x 6 SPF#2 Sill Plate w/ 1/2" Sill Seal; Provide 5/8" �`� 13'- 3/4" x 12"Galvanized Stl. Anchor Boltsw/7" Min. Concrete - I I Embedment @ 38"o.c. & 6-12"from End Plates; �� T.O.F. 2 3"xYx 1/4" Square Washers Required Atop Sill Plate 1 -2" S2. — — — — — ___j [2]#4 Horiz. Rebar/2" Clear to Top of Wall, — — — _ — — — And @ T& B of Relief Opening 20'-Y 16'-0" 8"Thick Poured Concrete Foundation Wall ! • 12'-0" �� 8. Waterproof/Insulate per MA-780 CMR Grade \ 3 -Contractor To Verify Window Locations& S 1.1 Masonry Openings Prior to Pour Per Ventilation o o I'- 10"Sonotube w/z "Dia.spread \ code Requirements. Provide Perf. Footing Drain[Optional]/ CONTRACTOR to Verify Footing,Typ. o — -Contractor To Verify Locations Of Mechanical Bank Run Gravel Over 95/o Compacted Soil stub-outs <�_. _ '- TBearing Capacity of Soil Prior to Construction -Contractor To Verify All Masonry Openings& [MIN. 2500 PSF] Add 4"Thick Concrete Pads @ Tops Of Pours In Field m -, _I I i ._ F o u n d ati Plan Exterior Stair Bases,TYP 1 a T.O. Footings 1'-0" 24"x 10"Concrete Footing < - 6'- 10" w/[3]#4 Rebar[Rebar Options • •` /Ooe Crushed Stone [4" Backfill 95% Compaction of Earth is Required Atop 10 Mil. Poly Vapor As Required, Provide 3/4" Crushed Stone Barrier to Base of FTG Where Water Encountered 2 Foudnation w/ H drostatic Relief Panel Detail °8'1, ZJ McKenna Residence Z � For Review M<0 x P N m m 05. 17 �;m°2.tnma nv_o 05.30.17 0 0 T M ID 0 C 0° Residential �� -o TdN Concept Design ooslB� s FI A ayn�Xma00-0 ;Z' Plan 25 George Streetco W • QyD•2p�(D0 p,y.W s v Barnstable MA 02630 mc3 m 3�7 "A i r:Ol1NDf\l'tON r I_.AN Provide [2]#5 Rebar @ 2"from T&B FOUNDATION NOTES of Each Conc. Opening, [TYP] d•_ - Codes&Ordinances:Construction shall conform to the International Residential Code 2009 and with current Massachusetts State Building Code 780 CMR-State Board of Building ° 'o° Regulations and Standards d -,8' - -." _ - - Geotechnical Report:The contractor shall be familiar with the geotechnical report(If Applicable).If a conflict occurs between these notes/specifications and the geotechnical engineer's recommendations,then the more stringent shall apply. Verify Dimensions:Contractor shall verify all dimensions,drops,slopes,and details of these drawings with those of the architectural design plans,and contractor shall report discrepancies to engineer in writing and arch itecUdesigner prior to the start of construction. d Contractor Field Verification:During construction the contractor may encounter existing conditions that were unknown during design and vary from the plans.The contractor shall notify the engineer in writing prior to proceeding with the work of all discoveries that interfere with proper execution of the work and/or jeopardize the structural integrity of the structure. ' - - - Additional Details:If contractor requires additional details or information not found on the drawings or in the specifications,contractor shall request this information from engineer in writing prior to the start of construction. ^� Revised Information:These drawings are based on certain assumptions and the engineer reserves the right to revise these documents if other information becomes available. Construction Review:Construction review services by the engineer of record are available prior to concrete placement,during the concrete placement and during and subsequent to the _ - stressing of the post-tensioning strands,if applicable. If the engineer of record does not perform these construction reviews,then the engineer of record accepts no responsibility for improper implementation of the plans and specifications. Waterproofing: Unless otherwise specified,masonry contractor shall be responsible for providing all foundation moisture proofing and insulation. - °a • _ Provide waterproofing as required by state codes Provide footing drains as required Roof drainage:Dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5 feet from foundation walls or to a subsurface drainage system. _ - .a _ Structural Stability During Construction:The drawings illustrate the completed structure with all elements in their final positions,properly supported and braced.The contractor shall be responsible for all construction means and methods.The contractor,in the proper sequence,shall provide proper shoring and bracing as necessary during construction to achieve the final completed structure. Foundation Shall Not be Backfilled until 1st Floor Deck is Framed and Sheathed. Structural Foundation Notes: Conc■ Wa�1 O enin Reinforcement TYP 1 Anchor tbolts be3000 PSI or 7galvagalvanized, stronger 1 � a. Anchor bolts ASTM A307 galvanized,min.5/8"diameter,12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). Cast Simpson STHD10 Holdown Straps into Concrete Curb Wall @ Both Sides of All Perimeter Door Openings to Holdown Built-up Door Studs b. All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage 6x6 PT Post c. All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. SIMPSON ABU66 w/5/8" Dia. Anchor Bolt[w/ 2. Steel reinforcing shall be 60,000 PSI deformed bar Hook]w/ Min. 7"Concrete Embedment 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered,contact the Engineer of Record. 4. Provide anchor bolts max.48"o.c.beginning no less than 6"from corners 10" Dia Sonotube w/24" Dia. Spread Footing OF AAAS' Grade kp' ,1 10' -0" GENERAL EARTHWORK REQUIREMENTS MICR E , cUc o d ` t ° No.34774 �n _ - 1. All backfill soils materials to be ASTM D 2487 soil classification groups GW,GP,GM SW,SP,SM,free of rock or gravel larger than 2 inches in any U a— dimension,debris,waste,frozen materials,vegetaion,or other deleterious matter. STRUCTURAL 2. The sub-base soils material to be a naturally or artificially graded mixture of natural or crushed gravel,crushed stone,and natural or crushed sand a•• d j v m. I ASTM C2940,with at least 95 percent passing a 1-1/2 inch sieve and not more than 8 percent passing a no.200 sieve. _ 3. Drainage fill to be a washed evenly graded mixture of crushed stone,or crushed or uncrushed gravel,ASTM D 448,size 57,with 100 percent passing a 1-112 inch sieve and not more than 5%passing a No.8 sieve. '.I a c '4 i `` 4. Protect sub-grades and foundation soils from softening and damage by water,freezing temperatures,or frost. 5.Excavate to sub-grade elevations regardless of character of materials and obstructions encountered. 6. When sub-grade or existing ground surface to receive fill has a density less than that required for fill,break up ground surface,pulverize,moisture- condition or aerate soil,and re-compact. For Structural Only: 05.30.17 7. Place backfill and fill in layers not more than 8 inches in loose depth at optimum moisture content.Compact each layer under structures,building slabs, y• pavements,and walkways to 95%of maximum dry unit weight according to ASTM D 698,elsewhere to 90%. 2 Sonotube Detail , TYP 3/8"=1'-0" For Review "o°m.0J'NSN W McKenna Residence 05.30.17 m<N X 1 7 a N 0 Mo to 05.30.17 0 9^m n n C?< Fm Reside offal 94r 'ViNr°o �vN Concept Design Design �1 .2. mr - av a M a oa ;^ Plan 25 George Street O V0 520�<7aZW ONp j��a Barnstable,ble, MA 02630 Nio FOUNDATLON T IOE-I:'fVn�.' 01=m ao' 7 <1m 1 36'0° 3 S2.1 S2.1 NOTE: Provide Double Joists And/Or Blocking Below Bearing Walls,Stairs, Use Simpson ABU Post Base Kitchen Islands,Cabinets,Etc. Anchored into Sonotubes Below to < Support Deck Beans of Screened - --- - - Porch on 6x6 PT Posts Below,TYP 6X6 Wrapped PT Post 0 i2 0 0 0 [3]2 x 1 Deck Beam 1/ "L illy o n # __ Hangers,Us TYPd Face _— a /SI P O a 3 1/2"Lall C um a -- - m LC -S ries C V m 3 / " all Column P C SIM S N w IM SO x x CC- ens C ps, x L - erie s Ce ps, - — N N T P N TY 2x12 T B Nam - 0 N_ 3V?"I_dtTt u n N SIMPERON _ a - i �-[3]2x8 PT Deck Beam / "La ly C lu n LC -S ries Caps, o w SIP PS ON YP cv -Sei ies C ap , 4 T P -- 3,/ ' LIlyolun il �Nox =_. _—' a- 2 ec Be m '\ — Post= 1'-�t" o Beam Connection 1/2 LalyC lum /SIPON o LC--Series Caw SI PS ON 3 / Lallomn 3/8" CC Ser es Gaps YP w/ IM SO a T p L C- eri s Caps, w Tri e am rJss TY el w tair all [3]��T�Be Nj_1 Provide Dimensional Blocking @ 48" o.c.in First 2 Joist&Rafter Bays,TYP 66 31/2"Lall Com w/ IM SO CC- eris C p 0, xB learn 20'-° 1 16-0° 12-0° T Ledger w/2 Rows of Ledgerl-ok @ 16"o.c.,2"Min.Distance @ T&B,TYP OF MAS First Floor oo r Framing m i n Provide Dimensional Blocking ys 48" s1 S9C 1 o.c.in First 2 Joist&Rafter Bays,TYP � ti MICHELE CUDILO u No.34774 r STRUCTURAL R�G1$T�,,;• ,J� For Structural Only: 05.30.17 ° ZmO.T Z — McKenna Residence For Review mo 0 zom� 05.30.17 05.30.1-7 ao�� ?�° F�� Resldenllal -t ��N. ��N Concept Design oa819n & 51 . 1 o,*§; Sy D=� Plan 25 George Street �m=2o_m 0 -°amm NAA Sarizstable, MA 02630 FRAN:IING PI-AN ~N'd 9� utw -'° a<1 m 1 2x4 Bearing Wall w/[21 2x6 SHEAR WALL#1: S2.1 Headers U.N.O. 3 Sheath Wall w/7/16"[Min.] 521 VERTICAL Plywood from Roof to 36'-0° . Sill w/BD @ 6"Edge/6"Field 6x6 PT Post [Use Custom SIMPSON -- - ECCL/R Post Cap] y I y N U O O O ik # m U) 0 0 r x x x [3]2x4 SPF#2 POS 2 1 3/4'x 1/ "LV [4] 3/ "x E 1/4 LV -- ea J e j � -- rir ir T I _ Ganged Studs to qua --- _ ge St ds qua to Beam Width, YP G nge St ids qu I— to Bea n W dth,TY ==o [ ]2x SP F#2 PO [3] x4 PF#2 OS -__ Ga ge u s Equal I 2 Rows of 2x4"On The Flat"@ Top FT L, [3]. x4_ P #2 OS Edge of Members y to e Wi th, YP ti N N O - O O N i - N Y N [3 2 x 10 PT Rafte Plate sc _ u U LL LL L U V) � —_— L)D O v O O N N [4 134"x91/ "L LN 6x6 PT Post A I i B m J - (Use Custom SIMPSON / ECCL/R Post Cap] 2 4 S F#2 Be 3rin I y m 1 (31 2x6 SPF#2 lost o [3]2x6 SPF#2 Po t 2 co S2.1 N [312x8PTBeam _ (3]2x10 SPF#2 HEADER ' ---------- [w/1 Jack Stud/1 King Stud,Each ---- ---- End&2Jack Studs @ Each Stud Pocket] "Se�cond 16'-0" 36'-0" 12-0° Fasten 2 x 8 PT Ledger w/2 Rows of �v `�OF MASSgC°S, Ledgerl-ok @ 16"o.c..2"Min.Distance @ 2 S or Framin T&B,TYP C[UD1L0 ° No.34774 STRUCTURAL �jC}f:Rlr' For Structural Only: 05.30.17 ,00 zm�51 Z1 McKenna Residence For Review m.0 0.N K Q� 0, 05.30.17 05.30.17 ^_� -F Resldentla1 �= N�nN�°N Concept Design Deal n8 S1 2.-0 mro e • as°° Wm 0'm n'~Am Plan 25 George Street OE_'•7^°ozm (nw Oy y A C F 1(1 N >, _ Barnstable, MA 02630 o P'»m�3� N° FRf\NIING PLAN 'D CL0, �. 3 1 SHEAR WALL#1: 36-0° S2.1 Sheath Wall w/7/16"[Min.] VERTICAL Plywood from Roof to Sill w/8D @ 6"Edge/6"Field -J- N R 6j X dX N C= w °7 o [3]2x4 SPF #2 POE T E # x 0_ BEAM.3- [3] 1x4SPF#2 OS 2 12 PF#2 idg [3]jx4 2 P 3o 1III11111 11111 o [ xI SF F# P T N it -@) E - - o LLa _ — �_ P+ �a �c2 E m J F X 7 R N N m _ \ Provide Dimensional Blocking @ 48" g x' E _ — o.c.in First 2 Joist&Rafter Bays,TYP LU -- m� E — — N \ 2 x 10 SPF#2 Raftecs_ — 2 x 10 SPF#2 Raft\71 _2 @ 16" o.c. @ 16" o.c. [3]2 x 10 SPF#2 ' \ Header[2Jack Studs] —2x4 SPF#2 Bearing Wall (D�cf Framin 1 -0 SH OF MAgS4��L MiCNELE CUDILO U No.34774 STRUCTURAL to q�GrS'i f; •. For Structural Only: 05.30.17 For Review o m9='N8 3 t For Residence 05.30.17 rn8ST5c082 N 05.30.17 w s0 w Residential �= N�o��°� �0W Concept Design oasl ng 51 .3 a�o pW0pN D^m Plan 25 George Street OEn'•T"m�Zm Nw 701m^ N�A \� Bar 02630 "'",3v� ° Barnstable, MA 1 R:\&•IING I'L.\�J [ HEADER SCHEDULE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SUPPORTING SUPPORTING 1 SUPPORTING 2 HEADER SIZE ROOF ONLY STORY ABOVE STORY ABOVE JOIST TO SILL OR GIRDER TOE NAIL 3- 10D SOLE PLATE TO JOIST OR BLOCKING 16D @ 16"O.C. [3] 2x4 4'-0" MAX N/A N/A STUD TO SOLE PLATE 2 - 16D [3] 2x6 6'-0" MAX 4'-0" MAX N/A STUD TO TOP PLATE 2- 16D [3] 2x8 8'-0" MAX 6-0" MAX N/A DOUBLE STUDS FACE NAIL 2 Rows 1 OD @ 12" O.C. [3] 2x10 10'-0" MAX 8'-0" MAX 6'-0" MAX BUILT-UP HEADER TWO PIECES W/ 12" SPACER 16D @ 16" O.C. @ EDGE CEILING JOISTS TO PLATE, TOP PLATE 3- 16D DESIGN LOADS CEILING JOISTS TO PARALLEL RAFTERS 3- 10D LOAD TYPE VALUE RAFTER TO PLATE, TOE NAIL 3-8D BUILT-UP CORNER STUDS 2 Rows 10D @ 12" O.C. FLOOR LOADS [1ST FLOOR] RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4- 16D Live Load 112 psf RAFTER TIES TO RAFTERS 3- 12D Dead Load 140 psf 3/4" SUBFLOOR TO JOISTS [EDGES] 8D @ 6" O.C. FLOOR LOADS [2ND FLOORS] SUBFLOOR TO JOISTS [FIELD] 10D @ 6"O.C. Live Load 112 psf 1/2" SHEATHING TO STUDS [EDGES] 8D @ 3" O.C. Dead Load 130 psf SHEATHING TO STUDS [FIELD] 8D @ 12" O.C. ROOF LOADS 1/2" SHEATHING TO STUDS [GABLE WALLS] 8D @ 3" O.C. Live Load 10 psf 1/2" SHEATHING TO PT SILL AND TOP PLATE 8D @ 3" O.C. Dead Load 115 psf ROOF SHEATHING FASTENING [EDGE& FIELD] 8D @ 6" O.C. ROOF SNOW LOADS Pg 30 psf NOTE: Pf 25 psf Ce 1 HOLD DOWN INTERMEDIATE RIDGE SUPPORT POSTS TO POSTS/COLUMNS Ct 1 BELOW AND TO FND PAD WITH ADEQUATE SIMPSON HARDWARE. FASTEN 1 1 RIDGE TO INTERMEDIATE POSTS BELOW WITH ADEQUATE POST CAP (E.G. Snow Drift& Unbalanced Snow As Applicable SIMPSON CCQ) WIND LOADS HOLD ALL RAFTERS DOWN TO WALL PLATE W/SIMPSON H2.5A TIE. IF TOE Basic Wind Speed 110 mph (3 sec gust) t�OF MAS NAILING OF RAFTERS TO RIDGE BEAMS RESULTS IN RAFTER END -1 Build Category II SPLITTING OR LESS THAN 1" OF NAIL LENGTH IN RAFTER WOOD, 02 MICHELE �s 1 1.0 REINFORCE JOINT WITH JOIST HANGERS g CUOILO Building Classification Enclosed ° No.34774 Exposure B FASTEN RAFTERS TO RIDGE BEAM WITH SIMPSON LSSU-SERIES OR U STRUCTURAL SIMPSON STRAPS OVER TOP OF SHEATHING SPACED @ 16"O.C. Internal Pressure Coeficient +/-0.18 'q�GtSTtiR�O,. USE 2 X 4 COLLAR TIES @ 16" O.C., OR SIMPSON LSTA18 STRAPS OVER —J ' TOP OF SHEATHING SPACED @ 16"O.C. �ror �t1 BAND JOISTS TO BE FASTENED WITH SIMPSON STRAPS AT 4' O.C. REFERENCE DIMENSIONED FLOOR PLANS FOR EXACT LOCATION OF STRUCTURAL FRAMING MEMBERS USE DIMENSIONAL BLOCKING @ 48"O.C. IN FIRST 2 JOIST& RAFTER BAYS, For Structural Only: 05.30.17 TY P USE DOUBLE JOIST/BLOCKING BELOW INTERIOR PARTITION WALLS For Review o°m�J�No N a J McKenna Residence 05.30.17 m<mx�mQ5mm c 0 05.30.17 0"00=?o° F�� Realdentlal -1 ��' N�Dm�mm TvN Concept Design 0..l9n & 51 .4 or- 25 George Street )m=20m Plan -m�Zm oNw \.� 1_4 39 mBarnstable, MA 02630 SI RIICI lJl:f.L.. o mac?oamm N�a =m am 1m �'^ r FRANIING NCYr1_,S X - 1 X - 2 X - X4 X - X - 6 SIMPSON CS-16 @48"O.C. SIMPSON ABU66 SIMPSON H2.5A SIMPSON LSSU-Series SIMPSON AC-Series Post Cap WOOD STRUCTURAL PANEL IWSPINOTES: leN1eT � Fa'w ; Wood Structural Panels Shall be a Minimum Thickness of 7/16"and Be Installed as Follows: Typical CS - 1 i. Panels Shall Be Installed with Strength Axis Parallel to Studs. Installation as a I !_ ii. All Horizontal Joists Shall Occur Over and Be Nailed to Framing. Floor-to-Floor Tieju(` _ fS X iii. On Single Story Construction,Panels Shall be Attached to Bottom Plates and Top Member of the Double Top (cMST requ res Le 9t°Le6n ° -_ Plate. Z-minimiv. On Two Story Construction.Panels Shall be Attached to the Top Member of the Upper Double Top Plate and to studs) Band Joist at Bottom of Panel. Upper Attachment of Lower Panel Shall be Made to Band Joist and Lower I Attachment Made to Lowest Plate at First Floor Framing. il, �- v. Horizontal Nail Spacing at Double To Plates Band Joists and Girders Shall Be a Double Row Staggered p 9 ofBDSa a• P 99 o, �e I @ 3 Inches o.c.Per Attached Figures. Naffs not �� F.�...; � •.� a .# d required in_ .�-�• ° �°" dear span . e� —EewYQTae On L 1K'w�vAddefs min. kor tS cro cresr� /�//y 1l111 t1t �—eeyo.«r nr, EOM SPKiled�iaasel •/ I I (+t x to exn end r r I •ama..eaweeeawa.�.c E G — USE SIMPSON SIMPSON CS-16 TYPICAL ABU SERIES POST HOLD ALL RAFTERS DOWN TO WALL FASTEN RAFTERS TO RIDGE BEAM FASTEN BEAMS TO TOP OF POSTS ! @48"o.c.@ BAND JOIST BASE INSTALLATION PLATE W/SIMPSON H2.5A TIE WITH SIMPSON LSSU-SERIES OR USING AC-SERIES POST CAPS @ '1 SIMPSON STRAPS OVER TOP OF EACH POST O O SHEATHING SPACED @ 16••O.C. X - 7 X - 8 X - 9 - SIMPSON LSCZ SIMPSON LCC Series Column Cap SIMPSON LUS Series Joist Hanger SIMPSON ECCL Series Column Cap t�/,$for 3x'ss and 4x's 0 o D ��ofS,go 0 " m MICHEL G e 0 �2 CUDILO C d0 H ® v No.34774 STRUCTURAL _ 4 _O C• USE SIMPSON LSCZ TO SECURE LALLY COLUMN CAPS AND STELL Fasten Joists to Beams/Ledgers w/ Fasten Perpendicular Beams to a STAIR STRINGERS TO STAIR HEADER COLUMN CAPS PROVIDE SIMPSON LUS-Series Hangers Column w/ECCL-Series Caps For Structural Only: 05.30.17 ADEQUATE BEARING LENGTH FOR LARGER GIRDER REACTIONS X Structural Fastening Details NTS 'om Z1 McKenna Residence For Review m'0 y x Q °� J N 05.30.17 05.30.17 o°^° n C?< xA RealOentlal oar°� NNW Concept Design oaal9ns S1 5 °r�- o� o oN D�� Plan 25 George Street Z a p N W I . o m D 4?<a.U'm " ° II Barnstable, MA 02630 Sf-F'.UC-I-URAI- l)r.:-FAII-�Qa L RIPCORD® [See D-3I VERTICAL GRACE SIDE WALL UNDERLAYMENT CONTINUOUS STRUCTURAL ROOF DECK WEATHER FOLD UP WEATHER RESISTIVE BARRIER R METALSTEP GRACE UNDERLAYMENT RESISTIVE AND TEMPORARILY SECURE FLASHING MECHANICALLY FASTEN AS ROOF NECESSARY IN CORNERS THROUGH BARRIER WEATHER RESISTIVEy DECK—/T EXPOSED ROOF COVERING CORNER IBARRIER'(OPTIONAL) O � PATCH A GRACE VYCOR ► '--REIR Qb O METAL GRIP EDGE OS ROOF DECK � WEATHER EXTERIOR GUTTER Q RESISTIVE B SHEATHING BARRIER FASCIA GRACE TAPE SILL PLATE O O UNDERLAYMENT '` SUB FASCIA Q i C GRACE,__._ )See De aRIPCORD�ill UNDERLAYMENT EXPOSED ROOF SOFFIT COVERING (FINISH AND VENTING ASREOUIRED) O iI'n[1! i O GRACE VYCOR ADT FLASHINGG� EXPOSED WALL KICK QI (OPTCNIAQ� COVERING GRACE SIOI NG LJ METAL DRIP EDGE UNDERLAYMENT WALL SHEATHING CORNER PATCH GRACE VYCORNERTM OR NOTES NOTES {� CORNER PATCH RECOMMENDED NOTES IJU!{ A VISITGRACECONSTRUGTIOH COM FOR THE MOSTCURRENT DETAILS AND INSTALLATION VIDEO A VISIT GRACECONSTRUCTION COM FOR THE MOST CURRENT DETAILS AND INSTALLATION VIDEO a, vSITGRACECONSTRUCTIgJ COM FOR THE MOST CURRENT DETAILS PNDINSTALLPTKJN VIDEO B REFERTCPROOUCTDATA SHEETS ON WEB SITE FOR FURTHER INFORMATION L NOTES B REFER TO PRODUCT DATA SHEETS ON WEB SITE FOR FURTHER INFORMATKMJ C. PRIME MASONRY CHIMNEY WITH PERM-A-BARRIER0AS PRIMER AS NECESSARY DO NOT FLASH OVER . REFER TO PRODUCT DATA SHEETS CH WEB SITE FOR FURTHER INFORMATION RIPCORD®HAS BEEN RE MOVED ALONG ROOF AND CHIMNEY FOR EASE OF INSTALLATION BOTTOM NAILING FLANGE A INSTAL L 01VIDEO AND PRODUCT DAi SHEETS GI,_ GRIDECONSTIR RRENT DETAILS, B C ACE IXJ THE WALL SHEATHING ABOVE THE HIGHEST EXPECiEDIEVEL INSTALLGRACE UNDERLAYMENT IN ORDER AS SHOWN BY NUMBERS YT �SfpN MID ILE C. THE DRIP EDGE IS INSTALLED OVER THE GRACE UNDERLAYMEM APRY A BEAD OF COMPATIBLE SEALANT ALgJG THE TOP TERMINATION EDGE OF GRACE UNDERLAYMENT ONCHIMNEY B RIPCORD®CANBEREMOVEDFROMGRACEWCORFOREASEOF D EXTEND GRACE UNDERLAYMENT ON THE ROOF DECK ABOVE THE HIGHEST EXPECTED LEVEL OF WATER BACK-UP D INSTALL GRACE UHDERIAYMENT TO FORM WATER-SHEDDING LAPS G EXTEND GRACE UNDERLAYMENT FROM EAVE TO BELOW CHIMNEY AND FROM ABOVE CHIMNEY TO RIDGE HEAD FUSING TIE-Iry wsTRUCTIONS INSTALLATION FROM ICE DAMS INSTALL GRACE UNDERLAYMENT TO FORM WATER-SHEDDING LAPS UP AND C REMOVE E EXTEND GRACE UNGERLAYMENT BEYOND EAVEOMO VERTICAL SIDE WALL FOR PROTECTION PGAINST RUI.LOFF E. REPAIR ALL HOLES LEFT FROM REMOVAL OF TOE BOARDS,ROOF JACKS,ETC. J REFER TO NRCA OR SMACNA FOR METAL COUNTERFLASHING AND ROOFING OPTIONS AT CHI MNEY BARRIER ND TEMPORARILY SECURE WEATHER RESISR1 D INST WEATHER RESISTIVE BARBER FROM TOP OF WNDOW SILL PLATE FOR WOODEN CHIMNEY,REFER TO DETAILS IWSOET-105 AND IWSDET-106 CUT.FOL.ABOVE HEADER TO ALLOW FOR FLASH NO INSTALLATION ALL GRACE VYCOR IN ORDER AS SHOWN BY NUMBERS FROM ROOF ACE BARRIER AL HFAD FUSING urvOERwEATHER RESISTIVE BARRIER ALONG HEADER E VYCOR AND WEATHER RESISTIVE BARRIER TO FORM F THE METAL FLASHING IS INSTALLED OVER THE GRACE UNDERLAYMENT WATER CHIMNEY DER HEAD FLARING RHEDONc APs G INSTALL GRACE UNDERLAYMENT IN ORDER AS SHOWN BY NUMBERS EAVE AND SEAL WITH TAPE AS RHOWN ADOVE F GETAIL ALSO RELEVANT FOR GRACE VYCOR WO AND VYCOR BUTYL H INSTALL GRACE UNDERLAYMENT AND WEATHER RESISTIVE BARRIER TO FORM WATER-SHEDDING LAPS WITHOUT DRIP EDGE STRIPPED-IN GRAC E IC E a WATER SH I ELM GRACE ICE&WATER SHIELD® FLANGED WINDOW-OPTION 1 VERTICAL SIDE WALL FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER GRACE ICE B WATER SHIELOH GRACE VYCORO SELF-ADHERED FLASHING OPTION A OPTION B OPTION C RUBBERIZED RUBBERIZED ASPHALT ADHESIVE VALLEY EAVE.GRACE UNDERLAYMENT PRIOR TO FASCIA FRONT WALL TOaCOFDECK ASPHALT ADHESIVE O RIPCORD REMOVE REMOVE p L GRACE RELEASE PAP RE PAPER ER UNDERLAYMENT RELIEF SCORED RELEASE RIPCORD Q —J CUT O �� PAPER RIPCORD GRACE ` � (BEFORE F0.D WG,SCORE RELEASE PAPER O UNDERLAYMENT M\ PATCH-A PATCH-B PATCH-C TOEXPOSE ADHESIVE AS BIT—) - REMOVE FUTURE FASCIA GNACE P /Y h� MECHANICALLY FASTEN AS NECESSARY N OF ^S RAP RSE CORNERS THROUGH GRACE UNDERLAYMENT U CERIAYMENT GRACE DERILAYMENT T� NNDTES. O MICHELE " ITRELOOFPAPER ANDAPPRI—BUOOGEGK RELFASEPAPER VISITGRACEGONSTRUCTIONCOMFORTHEMOST - CUDILO INsrpu IN GILDER AS SHOwry BY NUMBBRS ENGAGE RIrcO OTO SPL ( C CURRENT DETAILS � J AHINI ATALL 11AIEuwo RIAA1 1OO-IILEr REM,ND LAVMENT PAPERITOBJOF O" FGRACE O —Al.-"EtEaSE PmER,nDAwLr M �J \y —/ B. REFERTDI OWNERCOUCT SHEETS IN WEB SITE FOR O NQ.34774 T� FLaEHING aND ROGP Gv+EBINGORTIGnS wsMLERELGOE NNRIAPER ALIWO EAFTER FNBCIA IS /� C GRTHER NFORMATIOV U ry' /V�—J HAS A SQUARE PIECE OF MEMBRANE NC-*IT MINIMUM) ST R U C`U R^L D OR FOR INSIDE CIXRNER STEATLIZ A—BBUW DKB THE HCH1111111BBTExPxreDLLva of PATCH-A PATCH-B PATCH-C D rCXBM:FOR EA SED U N FINSTALTIONDTO �O INSTALLED AT CORNER INSTALLED AT CORNER INSTALLED AT CORNER MINIME ROD RING RELEASE PAPER q1C.- Br A p'` ? fwTEs F. FOLDABSHOWNRROWS S`1C3?�11-y,' Y NOTES ANGLE OF CORNER MAY VARY,ADJUST FOLDING OF THE ISIi GRACECO':STRUCT1Ur GOM FOR hIE MOOT GURREIIT DEl'A.ILS'IIBTAILAT�ON.IGEU AIiD PPSUCT DATA SHEETS MEMBRANE ACCORDINGLY TO FIT TIGHTLY TO CORNERA. VISITGRACECONSTRUCTION CO.FOR THE MOST CURRENT DETAILS AND INSTALLATION VIDEO b RIPCORDPCANBEREII: ECFRCMGPACEVYCCPFORE—OF'.NSTALAHON S( G. INSTALL GRACE UNDERLAYMENT TO FORM B REFER TO PRODUCT DATA SHEETS ON WEB SITE FOR FURTHER INFOR MATION C REI.IOV F RELEASE PAPER AT TIME OF INSTAL LATICPI OF COPHFP PATCHL Q.O WATER SHEDDING LAPS D 1g1lIT.IAL PATCH SCE 153".aG C RIPCORD HAS BEEN REMOVED FOR EASE OF INSTALLATION E CETAIL ALSO RELEVANT FOR GRACE VYGOR V:O I,-VYCGP.BUTYL H INSTALL FLASHING AND ROOFING AS PER •I ////,,,////,{{{{ MANUFACTURER'S RECOMMENDATION CORNER DETAILING PATCH OPTIONS INSIDE CORNER USE OF RIPCORD® WALL TO DECK GRACE ICE B WATER SHIELD& GRACE VYCOR®SELF-ADHERED FLASHING GRACE ICE AND WATER SHIELD® For Structural Only: 05.30.17 � Grace Ice & Water Detail, TYP - NTS °771 Zt McKenna Residence For Review a 31 m-7'No 00 =-4 05.30.17 m�N><,mQ�Iplp � N 05.30.17 3 n»,b1^C. 0 Fay Residential 0N..ON - �Nw Concept Design o-19. s S1 6 n'y 0*;D av 03 9m" Plan 25 George Street N0',010 30 O,y.W .1 v =ToaMU� N�' Barnstable, MA 02630 <Hm i Roof Construction: Provide Hurricane Ties H2.5A,[TYP] 2x6 SPF#2 Collar Ties @ 16"o.c.,TYP Architectural Shingles,5"Exp. 30 Lb.Felt / 7/16"CDX PI ywood Sheathing w!8D @ 6"o.c.Edge,6"o.c.Field Cont.Stud wJ Ledger— -Roof Construction: See Framing Plan for Rafter Size&Spacing Board. 2 LEDGERLOK Architectural Shingles,5"Exp, R30 Open Cell Foam or Batt Insulation Screws Per Stud 30 Lb.Felt `�� "� 2x6 SPF#2 Collar Ties @ 16"o.c., 7/16"CDX Plywood Sheathing w/8D @ 6"o.c.Edge,6"o.c.Field 1 ! TYPj Wall Construction: See Framing Plan for Rafter Size&Spacing _ - - White Cedar Shingles,5"Exp. - -^ ;_ --_ _ _ - R30 Open Cell Foam or Batt Insulation Wal Construction: 20 Lb.Felt White Cedar Shingles,5"Exp. i Veri.1!2"CDX Plywood Sheathing w/8D @ 3"o.c.Edge/12" _ - - - _ -^ - -- - - 20 Lb.Felt 12 --- --- -- �^ -.- _- 2x6 Field - - -- - --- _ ___ ___ _�_ .. __-_- _.=.----- __ _- _.____ ___- Vert.1/2"CDX Plywood Sheathing w/8D @ 3"o.c.Edge/12" 2x6 SPF#2 Studs @ 16"o.c. 1 - _ _`'= - -- - -- -. - o.c.Field '�' - _ - y_. _ Mid-Height Blocking for VNalls>8'Height _ - w - _ _ -- _ __ '" - x6 SPF#2 Studs @ 16"o.c. _ _ R21 Fiberglass Batt Insulation,or Better --_ - V2"Gypsum,Interior _. ,.,.� -' - _ --- -- _ Mid-Height Blocking for Walls>8'Height - _ - 1 Fiberglass Batt Insulation,or Better - Frame Non-Bearing Walls : --- Balloon Frame Gable Walls - --'�-�"-- = - = - - -- - ! R2 g to Bottom Side of ' Gypsum.Interior ❑,' Strapping,TYP 'r,• Fasten 2 x 8 PT Ledger w/2 Rows of LedgerLok @ 16"o.c.,2"Min: -«--- _ - _ - _ - _ __ = Balloon Frame Gable Walls Distance @ T&B,TYP T = _- ,r.,._�.� - i Floor Construction: rovide Hunieane Ties H2.5A.[T / Finish Flooring rT Floor Construction: - - 3!4"T&G=PI ood Sh athin Finish Flooring - _ -'— g � � - = See Framing Plans fo Joist Size&Spacing j 20 Lb.Felt arhons Use Double Joists!81 cking Below All Interior P 3/4"T&G Plywood Sheathing Second Floor Closed!/` R30 Fiber lass Batt. O r Cell Insulation ee raming anPl or oist ¢S�p9�y'ng q/� - - _ 9. _ Use Double Joists/Blocking Below All�tfi2 nor 7PaFflohs Second Floor Cont.Stud w/Ledger / R30 Fiberglass Batt,Or Closed Cell Insulation —_T-- ---`- --- - ❑❑ ❑ Board. 2 LEDGERLOK Screws Per Stud Balloon Frame Continuous IT _A1 ® ® _ Dm - Studs,Fasten Ledger w/2 = _ - Rows of LedgerLok @ - - -_ • o.c.,2"Min.Distance @ T&B.B, TYP �� rr F.F.E. _ —— _— _ _ _ i 13' -T.O.F. -- - — - - F.F.E. 12'-2" _ 13'-T.O.F. Grade 12'-2" 10,- 0" _ Grade T.O. Footings OIL 6'- 10" T.O. Footings Section East to West 2 6'- 1 1/8 = 1'-0" 1/8"= 1'-0" YYYYYY 2x4 SPF#2 Collar Ties @ 16"o.c.,TYP[OR,SIMPSON LSTA 18 Straps Over Top of Sheathing @ Each Rafter Set] -Roof Construction: Architectural Shingles,5"Exp. 30 Lb.Felt / 7/16"C Plywood Sheathing w/8D @ 6" .Edge,6"o.c.Field <�OF MA . Framing Plan for Rafter Size&Spacing R' S oc i See Fr U9Oy� Wall Construction: White Cedar Shingles,5"Exp. MICHE.LE j/ g rn V t.1 Felt CUD1L(J .+. --',-a ' __ Vert 1!2"CDX Plywood Sheathing w/8D @ 3"o.c.Edge!12" 0 � Y`L i oc Field No.3g77Q u 2x6 SPF#2 Studs @ 16'o.c. U Mid-Height Blocking for Walls>8'Height STRUCTURAL Second Floor 1/2"Gypsum,Interior 22 71/4" qt �c1 - ', _ Balloon Frame Gable Walls Provide Hurricane Ties H2.5A.(TYP] Floor Construction: ``1C)f1;\k_ t ._ r-1r'- Finish Flooring ® ® -;•;.4 � 20 Lb.Felt 3/4"T&G Plywood Sheathing ��j//� �� See Framing Plans for Joist Size&Spacing -„` ,�/ � �" 1 -+;'- 4 Use Double Joists/Blockin Below All Interior Partions / 4"Conc.Pad @ Exterior Stair Base,-� ,', ,' YYYYYYYYYYYYY, - TYP ,,,'' F.F.E. _T-�. '' ' 13' F PT Joists NOT Required if B.O.Joist is Above El.12.0' For Structural Only: 05.30.17 12'-2" Grade Section Through Screened Porch zo07 Z, McKenna Residence For Review m�Nx��P��1� ��N 05.30.17 5.30.17 0 0^0 0 CI M m v w Residential 0 ID=;0-M��o 'aN Concept Design oe8isn & S2. 1 o�X 10�= 3�A Plan 25 George Street 0 "N 6.20��3 Z0, oNW - Barnstable, MA 02630 off,M 0 Lmm N'm�° \� 131[LD7NG SEC`1'10N