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32025-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~=qTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33598 Date: 03/18/09 THIS U~I~TIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 655 IJkKE DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 80 Block 3 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 18, 2006 pursuant to which Building Permit No. 32025-Z dated MAY 22, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATIONS AND ADDITIONS, INCLUDING COVERED PORCH & SECOND STORY DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5823 DATED, 3/9/06. The certificate is issued to CHARLES B & LYNN B HILL (OWNER) of the aforesaid building. SUFFOLK CO[~I~I"/DEP;h~I~ENTOF }~J~]{APPROVA5 N/A ELECTRICAL C~TIFICATE NO. 3023088 03/06/08 PLUMBERS ~EI{TIFICATION D~£~ 04/10/08 JOE WHITECAVAGE Authorized Signature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~-RTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33599 Date: 04/08/09 T~IS CERTIFIES that time buildin9 ACCESSORY Location of Property: 655 LAKE DR (ROUSE NO.) County Tax Map No. 473889 Section 80 Subdivision Filed Map No. __ SOUTHOLD (STREET) (HAMLET) Block 3 Lot 20 Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 18, 2006 pursuant to which Building Pel~t No. 32025-Z dated ~Y 22, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is UNHEATED NONHABITABLE ACCESSORY TWO CAR GARAGE WITH UNFINISHED STOR3IGE ABOVE AS APPLIED FOR. The certificate is issued to CHARLES B & LYNN B HILL (OWNER) of the aforesaid buildinG. BuFMOLKCO~DEPAR~TOF~IF~%L~"~APPROI~-L N/A ~a~-rKICa5 CERTIFICATE NO. 4025783 03/30/09 pLiERS CERTIFICATION DA'r~a3 N/A Rev. 1/81 BLDG. DEPT. 1OWN OF SOIJTHOLO Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 ~LICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unnsual natural or topographic features. 2. Final Approval from Health Dept. of water supply and seweragn-disposal (8-9 form). 3. Approval of electrical installation fi.om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. I 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. · C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Resideatial $15.00, Commercial $15.00 Old or Pre-existing Building: j (check one) House No. Street Hamlet Block ~00¢ Lot ~57~:7 New Construction: Location of Property: Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Filed Map. Lot: Underwriters Approval: Final Certificate: (check one) (._~p~licant Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Q.C. ELECTRIC CHARLES HILL PO BOX 518 655 LAKE DR LAUREL, NY 11948-0518. $OUTHOLD, NY t 197'i Located at 655 LAKE DR $OUTHOLD, NY lt971 Application Number: 4025783 Certificate Number: 4025783 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Detached Garage, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith onthe3otb Day of Mardh,Z0Og. Name QTY Rat_._~e Rating Circuits Alarm and emergency equipment Sensor 1 0 0 Carbon Monoxide Sensor 1 0 0 Smoke Appliances and Accessories Exhaust Fan I 0 F.H,P Wiring And Devices Fixture 10 0 incandescent Outlet 10 0 Fixture Outlet 12 0 Gert, Purpose Receptacle 6 0 GFCI Receptacle 11 0 Gert, Purpose Switch 12 0 Gert, Purpose seal I of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORk BOARD Of FIRE UNDERWRITERS BUREAU Of ELECTRICITY ~'D,- 3 '~ 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by QC. ELECTRIC, INC. PO BOX 518 LAUREL, NY 11948-0518, CHARLES HILL 655 LAKE DR. SOUTHOLD, NY 11971 Located at 655 LAKE DR. SOUTHOLD, NY 11971 Application Number: 3023088 Certificate Number: 3023088 Section: Block: Lot: Building Permit: :;~._/ ~OC~::> BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6th Day of March, 2008. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor I 0 Carbon Monoxide Appliances and Accessories Exhaust Fan 3 0 F.H.P. Dish Washer 1 0 1.2 KW Disposal 1 0 F.H.P. Range I 0 40 Amps Furnace I 0 Oil Air Conditioner I 0 48.000 BTU Wiring and Devices Outlet 30 0 Fixture Fixture 30 0 Incandescent Outlet 73 0 General Purpose Receptacle 46 0 General Purpose Switch 35 0 General Purpose Dimmers 14 0 Receptacle l 0 20a Laundry Disconnect 1 0 60a Air Conditioner Continued on Next Page 1 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Q.C. ELECTRIC, INC. CHARLES HILL PO BOX 518 655 LAKE DR. LAUREL, NY 11948-0518, SOUTHOLD, NY 11971 Located at 655 LAKE DR. SOUTHOLD, NY 11971 Application Number; 3023088 Certificate Number: 3023088 Section: Block: Lot: Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6th Day of March, 2005. Name QTY Rate Rating Circuit Type Receptacle 9 0 GFCI seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O. Box 1179 Southold, Ne;,,' York 11971-0959 Fax (631) 765-9502 Telephone (631) 765 1802 BUILDING DEPARTMENT TOWN O1' SOUTHOLD CERTIFICATION Date: Building Permit No, 5~[') ~,5 (Please print) Plmnber: ~ ~ ~'~(4re..qq/l3 ~_ ~ print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn tol)efbre me this cla 5' o F~d~.~/ , 20 Nolary Public,fSi/?.~-~ Count5 ..~_CHRISTII~ HALLOCK ;48319_50, Suffolk County (Plumbers Signatule) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUIDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32025 Z Date MAY 22, 2006 Permission is hereby granted to: CHARLES B & LYNN B HILL ~©X 2~ WHITE PLAINS,NY 10605 -- for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #5823 AND DEC AS APPLIED FOR WITH FLOOD PERMIT. at premises located at 655 LAKE DR SOUTHOLD County Tax Map No. 473889 Section 080 Block 0003 Lot No. 020 pursuant to application dated APRIL 18, 2006 and approved by the Building Inspector to expire on NOVEMBER 22, 2007~ Fees 958.00 ' .--~thorl )ztd ~gnature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN_SULAT. I~N [ ] FRAMING / STRAPPING [ ~INA~J [ ] FIREPLACE & CHIMNEY I I F~RE RES,STA~C0"STR"CT'0" REMARKS: ~_~_~/~J~C [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~JLATION [ ] FRAMING / STRAPPING [ /'~J~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I'CONSTRUCTION[ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~/~ ~/~/~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT· 765-1802 /INSPECTION FOUNDATION 1ST I I ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE //~/~)/0(~ / '/ INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: May 5, 2007 To: Town of Southold Building Dept. Re~ Foundation/Framing/Plumbing/Strapping/Insulation Inspections Hill 655 Lake Dr. Southold, NY 11971 Permit# 32025 To Whom It May Concern: After Foundation, Framing, Plumbing, Strapping, Insulation inspections were preformed on the above mentioned Home, it is deemed that all work performed was completed to plans and meets all state and local codes. A Pressure test was also performed on the entire plumbing system. Any other questions please call. incerely Jam~l ~eerk°ski JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattimck, N.Y. 11952 (631) 298-7116 Date: April 19, 2006 To: Town of Southold Re: Flood Zone Chuck Hill 955 Lake Dr Southold, NY 11971 To Whom It May Concern: Tttis letter states that the new garage floor, and first floor elevation over the proposed addition will be at an elevation greater than 8'-0" throughout these areas. Any questions feel free to call. ikoski P.E. U l S l DEPARTMENT OF HOMELAND SECURITY Federal Emergency Manage~nent Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION IFor Insurance Company Use: Policy Number Company NAIC Number Al. Building Ow~3er's Name CHARLES B. & LYNN B. HILL A2. Building Street Address (including Apt., Unit. Suite, and/or Bldg. No.) or P.O. Route and Box No. 655 ~ DRIVE City BAYVIEVV State NY ZIPCode 11971 A3. Property Deec~ (Lot and Block Numbem, Tax Pan:e{ Number. Legal Description. etc.) A4. Building Use (e.g., Residential, Non-Residential, Addition. Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 41 deqmes 02 minutes 48.5 seconds Long. 72 deqrees 23 minutes 51 seconds Horizontal Datum: [] NAD 1927 [] NAD 1983 A6. Attach at leaat 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number _2 AB. For a building with a crawt space or encinsure(s), pm~de A9. For a building with an attached garage, provide: a) Squarefootageofcrawispaceorenclosore(s) 1255sqft a) Squarefootageof~garage sqft b) No. of permanent flood oCenings in the cra~ space or b) No. of permanent flood openings ia tJ3e attached garage enclosore(s) walls within 1.0 foot above adjacent grade I walls within 1.0 foot abo~e adjaoont grade: c) Totatne~amaoffloodo~eningsia^8.b 10.~5 eqia c) Totatnetareaoffleedo~peningsiflAg.b : sqin SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number { B2. County Name I B3. State SOUTHOLD. TOW~ O~ 360813 I SUFFOLK I NY EN. Mal:dPanel Number B5. Suffix B6. FIRM Index B7. FIRM Panel BB. Flood Date Eff'eetive~evised Date Zone(s) 36103C0167 G .5/04/98 AE & X B10. Indicate the sonrce of the Base Flood Elevafion (BFE) data or base flood depth entered in item B9. [] FIS Profile [] FIRM [] Community Determined [] Other (Describe) __ B11. Indicate elevation datum used for BFE in Item B9: [] NGVD 1929 [] NAVD 1988 [] Other (Describe) __ 812. Is the building located in a Coastal Barder Resources System (CBRS) ama or Otherwise Protected Area (OPA)? Designation Date -- [] CBRS [] OPA B9. Base Flood Elevation(s) (Zone An, use base flood depth) el 8 []Yes []No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevattofls are based on: [] Construction Drawings* [] Building Under Construction* [] F~nished Construction *A new Elevation Cer'd~cate will be required when construction of the building is complete. C2. Elevations -Zeroes Al-A30. AE, AH, A (wit~ BFE), VE. V1-V30, V (w{th BFE), AR, APJA, APJAE. APJAI-.A30, APJAH, AR/AO. Complete Items C2.a~J below according to the building diagram s~ in Item A7. Benchmark Utilized Conversion/Comments Vertical Datum NGVD Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building 4_._5 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) _6.5 g) Highest adjacent (finished) grade (HAG) _9.Z Check the measurement used. [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto R [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certificatlen is to be signed and sealed by a land surveyor, engineer, or architec~ authorized by law to certify elevation information. I cerb'fy that the infon~ation on this Certi~cate represents my best efforts to inlerp(et the data avatTable. I undersfand that any false statement may be punishab~ by fine or impzfsonment under 18 U.S. Code, Section 1001. [] Check here if comments are provided on back of form. Cert~er's Name JOHN T. METZGER License Number 49618 Title SURVEYOR Company Name PECONIC SURVEYORS, P.C Address 1230 TRAVELER ST. (P.O. BOX 909) City SOUDHOLD State NY ZIP Code 11935 Signature /'/~ ~ ~_ Date 04115/2008 FEMA FoR 8/'-31, February 20~6~/~'~' Telephone (631)765-5020 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy U~e corresponding information from Section IFor Insurance Company Use: Policy Number Company NAIC Number Bui,~ling Stme{ Address (including Apt_, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.. 655 LAKE DRIVE CIf~BAYViEW State NY ZlPCode 11971 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentJcompany, and (3) building owner. Comments ONE OIL BURNER, ONE INDIRECT HOT WATER HEATER, ONE AIR HANDLER Signature SECTION *"~~T Date 04/15/2008 E ION (SURVEY NOT REQUIRED} FOR ZONE AO AND ZONE A (W1THOUT BFE) [] Check hem ifattachmen~ 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 E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevaben information for the following and chect( the appropriate boxes to show whether the elevation is above or below the highest edjacenf grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is __ __ [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, craw~ space, or enclosure) is __ __ [] feet [] meters [] above or [] below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section ^ 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 [] feet [] meters [] above or [] below the HAG. E4. Top of plaffonm of machinery and/or equipment servicing the building is __ [] feet [] meters [] above or [] below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom fleer elevated in accordance with the community's fleedpla[n management ordinance? [] Yes [] No [] Unknown. The ~ocal official must certify this information in Section G. SECTION F ~ PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The pmporfy owner or owner's authorized representative who completes ~ A, B, and E for Zone A (wiftmut a FEMA~sued or communityAasued BFE) or Zoue AO muat sign hem. The sfatemeofs in ~ A, B, andEarecormcftol, be basf o~ my knowiedge. Property Owner's or Owner's Author~.ed Representative's Name Address City State ZIP Code Signature Date Telephone Comments ~] Check here if attachment-, SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local of~cial who is authorized by ~ or ontinanee to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Eiovation Certificate. Complete the applicable item(s) and sign beldw. Check the measurement used in Items G8. and Gg. G 1. [] 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 AO G3 [] The following information (Items C-4.~;9.) is provided for community floodplain managemenf purposes. G7. This permit has been issued for: [] New Construction [] Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: _[] feet [] meters (PR) Datum __ G9. BFE or (in Zone AO) depth of floeding at the building site: []feet []meters(PR)Datum__ Local Off~Jal's Name Titld Community Name Telephone Signature Date FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Streat Address (including Apt, Un[ Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 655 LAKE DRIVE City SOlrrHO[D State NY ZIPCode 11971 CompanyNAlCNtxnl3er If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side V'~:wV' and 'Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Streat Address (including Apt, Unit, Suite, and/or Biog. No.) or P.O. Route and Box No. Por~cy Number 655 LAKE DRIVE City SOUTI-K:X~ State NY ZIPCode 11971 CompenyNAICNumber If using the EJevafion Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to ~ instructions for Item A6. Identify all photographs with: date taken; 'Front View' and 'Rear V'~¢'; and, if required, 'Right Side V'~/' and 'Left Side View.' If submitting more photographs than will fit on this page, use the Continuation Page, U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Exeires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Mr. Charles B. Hill Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 655 Lake Ddve City Southo!d State NY ZIPCode 11971 A3. Property Description (Lo( and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1000-80-03-20 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 41deqrees02minutes48,.7seconds Long. 72deqrees23minutes49.5seconds Horizontal Datum: [] NAD 1927 [] NAD 1983 A6. Attach at least 2 photographs of the building if the Cec[ificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a ~ space o~ enciesure(s), provide Ag. For a building with an attached garage, provide: a) Square footage of ~ space or enclosure(s) sq fl a) Square footage of attacbed garage sq ft b) No. of permanent f~3od openings in the crawl space or b) No. of pan~anont flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foo~ above adjacent grade _- c) TotalnetareaoffloedopeningsinA8.b __ sqin c) TotalnetareaoffloodopeningsinA9.b : sqin SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number Southold, Tow~ of 360813 IB2. County Name SUFFOLK B4. Map/Panel Number 36103C0167 B5. Suffix G B6. FIRM Index Date B7. FIRM Panel BB. Flood Effective/Revised Date Zone(s) 5/04/98 x B3. State NY B9 Base FIoed Elevation(s) (Zone AO, use base flood depth) 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item Bg. [] FIS Profile [] FIRM [] Community Determined [] Other (Describe) .__ B11. Indicate elevation datum used for BFE in Item B9: [] NGVD 1929 [] NAVe 1988 [] Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Pretected Area (OPA)? Designation Date __ [] CBRS [] OPA []Yes []No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevatlens are based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction *A new Elevation Certificate wit{ be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, Vl -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. below according to the building diagram specified in Item A7. Benchmark Utilized __ Vertical Datum NGVD Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 9.Z Check the measurement use~ [] feet [] meters (Puerto Rico ol __ __.[~ feet [] meters (Puerto Rico ol __ .FI feet [] meters (Puerto Rico o~ __ .[] feet [] meters (Puerto Rico o [] feet [] meters (Puerto Rico o [] feet [] meters (Puerto Rico o [] feet [] meters (Puerto Rico o dy) dy) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machine~ or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Complete 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. I understand that any false statement may be punishable by fine or impdsenrnent under 18 U.S.C.4xle, Seof~n 1001. [] Check here if comments are provided on back of form. Certifier's Name JOHN T. METZGER License Number 49618 Title SURVEYOR Company Name PECONIC SURVEYORS, P.C Address 1230 TRAVF~ER ST, (P.O. BOX 909) City SOUTHOLD State NY ZiP Cede 11935 Signature ~ //f(~31709 Telephone (631)765-5020 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A~ IFor insurance Company Use: Policy Number Company NAIC Number Building Street/~ldrass (idd~:ling ,~ot-, Unit, Suite, and/o~ Bldg. No.) or P.O. Route amd ~ox No. 655 Lake Drive City~Southold State NY ZlPCode 11971 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentJcompany, and (3) building ownsr. Comments Detached Garage on Slab/No Mechanicals Daio 031709 [] Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without 6FE), co~nplate Items E1 -E5. If the Certificate ts 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 ~owest adjacent grade (LAG). a) Top of bottom floor (including basement, c~awl space, or enclosure) is __ __ [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is __ __ [] feet [] meters [] above or [] below the LAG. E2. For Building Diagrams 6-8 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. Attachedgarage(topofslab)is___ []feet •meters }'-~ above or [] below the HAG. E4. Top of platform of rnachine~ and/or equipment sewicing the building is __ [] feet [] 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 commune's floodplain management ordinance? [] Yes [] No [] 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 c~mmunity-issued BFE) or Zone AO must sign hera. The statements in Sections A, B, and E are con. ct to the best of my know~. Property O~ner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Oate Telephone [] Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local o~al who is authorized by law or ordinance to administer the co~munity'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. and G9. Gl. [] The info.nation in Section C was taken fTOm other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to corth'¥ elevation infon'nation. (Indicate the source and date of the elevation data in the Comments area below.) G2. [] ^ community official completed Section E for a building located in Zone ^ (without a FEMA-issued or community-issued BFE) or Zone AO. G3. [] The foltowing information (Items G4.-G9.) is provided for community floodplain management purposes. IG4. Permit Number IGS' Daio Permit 'ssued IG6'DatocertificaioOfC°mpliance/Occupancylssued I G7. This permit has been issued for: [] New Construction [] Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: .il feet [] meters (PR) Datum __ Gg. BFEor(inZoneAO)depthoffloodingatthebuildingsite: __ []feet []meters(PR)Datum__ Local Official's Name Title Community Name Telephone Signature Oate Comments .[] Check here if attachment~ FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or PO. Route and Box No. Policy Number 655 Lake Drive City SOUTHOLD State NY ZIP Code 11971 CornpanyNAJCNumbe~ 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." Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt_, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 655 Lake Ddve City Southo~d State NY ZIP Code 11971 C<:ml3anyNNCNumb~ If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identif3/all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 16, 2005 TO: C&L Hill Properties PO Box 323 White Plains, NY 10605 Please take notice that your application dated November 16, 2005 For an additions and alterations to an existing single family dwelling and construction of an accessory garage at Location of property 655 Lake Drive, Southold, NY County Tax Map No. 1000 - Section 8~0 Block3 Lot 213 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 11,761 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIV Section 100-242A which states; "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing single-family dwelling notes a single side yard setback of+/- 7.57 feet. The proposed construction will maintain that setback. Pursuant to the ZBA's interpretation in Walz (#5309), such additions and alterations will thus constitute an increase in the degree of nonconformance. Therefore, the proposed addition is not permitted pursuant to Article XXVI, Section 100-244, which states that non-conforming lots, measuring less than 20,000 square feet in total size, require a minimum single side yard setback of 10 feet. In addition, the proposed accessory garage is not permitted pursuant to Article III Section 100-33C which states[ "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements as set forth by this code." Principle building setback, per Article XXIV, Section 100-244 B., is 35 feet. The accessory garage is noted as being +/- 28 feet from the front yard lot line. Authorized Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. ,~ APPEALS BOARD M, EMBERS Ruth D. Oliva,, Chairwoman Gerard R Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 FINDINGS. DELIBERATiOn8 AND DfiTERMINATIO~ MEETING OF MARCH 9. 2006 Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZB File No. 5823 - Charles and Lynn Hill Property Location: 655 Lake Drive, Southold CTM 80-3-20 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's property is shown as Plot 1 on the Map of re-subdivision of Block F, Map of Reydon Shores, filed October 7, 1936 with the Suffolk County Clerk's Office. The lot contains an area of 13,300+- square feet and has 60 feet along Lake Drive. The property is improved with a two-story, single-family house, as shown on the applicant's site plan dated December 6, 2005. BASIS OF APPLICATION: Building Department's November 16, 2005 Notice of Disapproval, amended November 29, 2005, citing Sections 100-242A 0Nalz Interpretation No. 5039) and 100-244B, in its denial of an application for a building permit to construct proposed additions and a new accessory garage, for the reasons that the new construction will constitute an increase in the degree of nonconformance when located at less than 10 feet on a single side yard, and the proposed garage is proposed at less than 35 feet from the front yard lot line. ADDITIONAL INFORMATION: The November 29, 2005 Notice of Disapproval was amended to reflect details and changes in setbacks that were not included on the rough map submitted under the November 16, 2005 Notice of Disapproval. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 9, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants propose: (a) a new 20' x 26' garage facing Lake Drive, with a setback of 23.9 feet to the front lot line, and 41 feet to the edge of the pavement in the easement of Lake Drive, (b) with a side yard setback shown at 7.57 feet from the westerly side lot line, and (c) proposed first floor additions; (d) second floor reconstruction with cottage style deck, after removing the existing nonconforming dormer, all as shown on the October 30, 2005 diagrams with applicant's updated hand-written notations and site plan with updated penciled notations. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Page 2 - March 9, 2006 ZB File No, 5823 - Charles and Lynn Hill CTM No. 80-3-20 1. Grant of relief from the code-required front yard setback and alternative variance for a minimum four foot side yard on the westerly side will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The traveled edge of Lake Drive extends approximately 17 feet beyond the applicants' lot lines, which gives the appearance of 43 ft. front yard from the house, although the setback will be 23 feet from the code-required front yard lot line. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is removing the existing accessory shed off the property as part of this proposed site plan. 3. The relief requested is substantial in relation to the code requirements, and is the maximum relief that the Board will allow. 4. Although the home is existing with side yard nonconformities, the difficulty was created, based on applicants' desire to build in these locations with an increase in the degree of setback nonconformities. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and an accessory garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York ToWn Law 267-B, motion was offered by Member Weisman, seconded by Member Goehringer, and duly carried, to GRANT the variance with regard to the front yard setback as shown on the October 30, 2005 elevation and site diagrams with hand-written notations, and to DENY the relief as applied for with regard to the requested westerly side yard setback, and to GRANT alternative relief for a minimum four (4) ft. side yard setback for the proposed f:laraqe on the westerly side, and subiect to the following Conditions: 1. The leaders, down spouts, gutters shall be installed with an adequate drywell system; 2. Lighting shall be shielded to the applicant's property without affecting neighboring lands. 3. The existing accessory shed shall be removed off the property. 4. The garage shall be used for code-permitted accessory uses, and not as dwelling livable area. 5. The westerly side yard shall not be less than four feet for new construction. Any deviation from the variance given, such as extensions or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any currant or future use, setback or othe,~ featura of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Simon, and Weisman. Member Dinizio was absent. This Resolution was duly ad(;~p~d (4-0). Ruth D. Oliva, Ghairwoman 41r~,'~106 Approved for Filing Page 2 - March 9, 2006 ZB File No. 5823 - Chades and Lynn Hill CTM No. 80-3-20 1. Grant of relief from the code-required front yard setback and alternative variance for a minimum four foot side yard on the westerly side will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The traveled edge of Lake Drive extends approximately 17 feet beyond the applicants' lot lines, which gives the appearance of 43 ft. front yard from the house, although the setback will be 23 feet from the code-required front yard lot line. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is removing the existing accessory shed off the property as part of this proposed site plan. 3. The relief requested is substantial in relation to the code requirements, and is the maximum relief that the Board will allow. 4. Although the home is existing with side yard nonconformities, the difficulty was created, based on applicants' desire to build in these locations with an increase in the degree of setback nonconformities. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and an accessory garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman~ seconded by Member Goehringer, and duly carried, to ~- ~~he variance with regard to the front yard setback as shown on the 0C~e~..,~0, 2005 elevation J and site diagrams with hand-written notations, and to /- / DENY the relief as applied for with regard to the reqUested westerly side yard setback)nd te't'~ ~'--~--'~T a!ternative rel!ef for a minimu~ four (4).ft. side yard setback~ fo~r ttte-pmp~osed ,qarage~on the westerly s~de, and sublect to the following Conditions: 1. The leaders, down spouts,~ti~ I b~e installed with an adequate drywell system; ~ 2. Light~Y~~d to the applicant's property without affecting neighboring lands. ~g accessory shed shall be removed off the property. 4. The garage shall be used for code-permitted accessory uses, and not as dwelling livable area. 5. The westerly side yard shall not be less than four feet for new construction, Any deviation from the variance given, such as extensions or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action, Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Simon, and Weisman. Member Dinizio was absent. This Resolution was duly ad(;~C~t~d (4-0). Ruth D. Oliva, Chairwoman 4/r~706 Approved for Filing ,~ APPEALS BOARD M~EMBERS Ruth D. Oliva,, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 9, 2006 Mailing Address: Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZB File No. 5823 - Charles and Lynn Hill Property Location: 655 Lake Drive, Southold CTM 80-3-20 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review faits under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's property is shown as Ptot 1 on the Map of re-subdivision of Block F, Map of Reydon Shores, filed October 7, 1936 with the Suffolk County Clerk's Office. The lot contains an area of 13,300+- square feet and has 60 feet along Lake Drive. The property is improved with a two-story, single-family house, as shown on the applicant's site plan dated December 6, 2005. BASIS OF APPLICATION: Building Department's November 16, 2005 Notice of Disapproval, amended November 29, 2005, citing Sections 100-242A (VValz Interpretation No. 5039) and 100-244B, in its denial of an application for a building permit to construct proposed additions and a new accessory garage, for the reasons that the new construction will constitute an increase in the degree of nonconformance when located at less than 10 feet on a single side yard, and the proposed garage is proposed at less than 35 feet from the front yard lot line. ADDITIONAL INFORMATION: The November 29, 2005 Notice of Disapproval was amended to reflect details and changes in setbacks that were not included on the rough map submitted under the November 16, 2005 Notice of Disapproval. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 9, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants propose: (a) a new 20' x 26' garage facing Lake Drive, with a setback of 23.9 feet to the front lot line, and 41 feet to the edge of the pavement in the easement of Lake Drive, (b) with a side yard setback shown at 7.57 feet from the westerly side lot line, and (c) proposed first floor additions; (d) second floor reconstruction with cottage style deck, after removing the existing nonconforming dormer, all as shown on the October 30, 2005 diagrams with applicant's updated hand-written notations and site plan with updated penciled notations. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: Board Of $outhold iTown Trustees SOUTHOLD, NEW YORK PERMIT NO .......................... DATE: A.P.-~.~!...!~.~-.---~.0-06 CHARLES AND LYNN HILL ......... ISSUED TO .......................................... ~ ...................................................... Pursuant to the provisions of Cflapfer 61~_ o.f ..the L~w.s.,of the State of New Yodq 1893; and C, hapler 404 o.f the' ,L~,ws Of the - ~fale of New Yor~ 1952; and the Soufhold Town Ordinance f~led .'"REGULATING AND .THE-PLACING. OF: QBSIRUC.,t~,~S IN AND ON TOWN WATERS AND PUBLIO LANDS and'-the REMOVAL OF SAND, GP~VEL' OR OTHER MATERIALS-FI~OM LANDS ·UNDER TOWN'WA~RS;~:, and in a~c~dan~ with 'lbo Resol~lon of The Board adopted ~t a meeting held on ~p.~.!.~.~ .... .2~.~.~.....~, and in consideration of the sum of $[.~.~.,.g.Q .......... paid by Charles and L~nn Hill ........................ · .......... 0{' Southold · ' ................... H. Y. ~,d ,ubject ~o ~he Ter~'"'"~'~'""'~'J~'~'"'-l~'~ on the revere side ~reof, of ~uthold Town· Tr~ees authorizes and permlH th~ Wetland Permit to construct a 6'~26' addition on the north side of the dwelling,6' x 26' deck, and a 26'x20' detached garage the south side with the c~ndition of haybales during construc and all as depicted on the plans prepared by Reddan Surveying approved 4/19Z06 by .the .Bo~r~ ~f,Trus~m~ ....... ~nfed m a~ Jn accordance wdh the delalma spume.on* e~ .~e odglnafing appfi~fi~. .' IN WITHESS WHERE', ~e sald Board ef Trustees ~re- by ~u~s its ~r~rat~ S~al t? be a~xed, an~ ~ese p?sen~ fo ~ su~ed by ~'mal~ of the sald ~ard .as of th~s date, New York State Department of Environmental Conservation Division of Environmental Permits, Region One Ou dng 40 - SUNY, Stony Brook, New York 11790-2356 Phonei (631)444-0365 · FAX: (631)444-0360 Webslte: www,dec,state,ny.us LETTER OF NON JURISDICTION-TIDAL WETLANDS Denise M. Sheehan Commlseioner Chades B. Hill P.O. Box 323 White Plains, NY 10605 April 4, 2006 Re: Application #1-4738-03551/00001 _ H ~! Pro_p_ert_y,~6_5~5 Lak_ee.~r~.e., Southold~ NY S.C.T.M. #1000-80-3-20 Dear Mr. Hill: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the Property landward of the pro-existing (prior to 8/20/77) bulkhead which is more than 100 feet in length, as shown on survey prepared by Roderick Van Tuyl, P.C. dated March 3, 1966, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661 ) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions aro taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, ~ormit Administrator cc: MHP file R.C. Reynolds Construction Mgmt. Co. P.O. Box 312 Brewster, NewYork 10509 Dave Bass V.P. Cell# 203-948-2349 Contruction Estimate for: Charles & Lynn Hill 655 Lake dr. Southold, N.Y. 11971 May 12th' 2006 Dear Mr. & Mrs. Hill, The following is a general breakdown of the all contruction costs for your home at the above address as per the plans submitted to me on 10/10105-excluding the garage. As agreed, Mr. Hill will act as the General Contractor and will assume all the duties and responsibilities in all areas of the job except for Laborers, Materials and dump fees. It will be your job to direct material orders and deliveries, manage the labor and coordinate the raindates and all delays of any kind. You will also be responsible for all permits for the job and we will assume no responsibility for permits nor will we start work for any reason without the proper permits posted on site. Demolition, framing, roof, siding,windows/doors, all decking ,upstairs bath,and interior finish to paint will take our crew of 5 a maximum of 28 full days. Should we finish the job sooner than expected we will hold to the minimum Labor price quoted below. The following prices will hold for six months from the above date. The construction costs will include the following; - We will supply all Materials at cost plus 5%. - We will supply all Labor for Demolition, Excavation & foundation, Framing, Roofing, Siding, All window and door installation, Insulation, Drywall (plus 3 coats mud) paint ready, 3- coats of paint, All plumbing rough and finished for one bathroom on second floor and new sink location in kitchen. Bath tile installation, finish hardwood floor, and adding all new radiators to existing heating system. -Total Cost for All Material plus 5% - Total Cost for All Labor as specified ( with a 3 day grace) - Total Cost for Dump fees - The Cost for the above Job will run from - MIN. Max. $ 57,500.00 $ 62,500.00 $ 24,000.00 $ 28,000.00 $ 4,200.00 $ 5,000.00 $ 88,700.00 $ 95,500.00 "] Richard W. Abatelli . ___ 35. , . ~'~:O~.v_j NYS CertifledAppralser g45000022032 33150 Main Rd.,Box 472 24-55 Francis Lewis Blvd. Cutchogue, N.Y. 11935Flushing, N.Y. 11357 November 19, 2005 Mr. Damon Rallis Town of Southold 53095 Main Road Southold, N.Y. 11971 Re: 655 Lake Drive, Southold, N.Y. 11971 a/k/a tax# 1000-080.00-03.00-20.000 Dear Mr. Rallis: I, Richard W. Abatelli, am throughly familiar with real estate values within the Town of Southold. As a Certified Appraiser acccording to the Laws of the State of New York, I continually am called upon to reproduce improvements, i.e., performing a Cost Approach to value. The cost figures are derived by information provided me by local contractors and as a guideline, the use of cost manuals such as Boeckh and Marshall & Swift. The subject property, 655 Lake Drive, Southold, N.Y. presently is improved with a 1.5 story One Family dwelling, offering approximately 1,120sqft of living space with various amenities plus an attached one car garage, 199.Ssqft. Within the past three years, the electric & plumbing and kitchen and bath area's have all been updated. The range of sales for similar bay inlet properties have been ($900,000 - $1,300,000)over the past twelve months. The site generally represents 60-80% of the value. Based on its effective age, the building's ~present worth is Two Hundred and Twenty-One Thousand Five Hundred ($ 221,500. 00) Dollars. R,~J/.ec!ive~mitted, R~[chard'W~. Abatelh ' ' ~9~D~TH T. T/~FLRY TOW~/ CLEI~I( OFFICE OF THE TOWN CLERI( TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2,t, ID93: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tt~e Flood Oama9e Prevent regulations o~ the Code of the Town of.; $outhold: "Floodplain Developmen. t/ / Permit f~pplication' [FDP(9])], and /"Certificate of Compliance/~fr Devel~',~ment/ in Special Flood HazaFd Area [C~'/C(93)). Southold Town Clerk August 2~;, 1993 APPLICATION PAGE I o1' ,I TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIt' APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS fAP?LICANT to read__and sign): 1.. No work may start until a permit b issued. 2. The permit may Ix; revoked ff any faBe statements ~e made herein_ 3. If r,yoked, all work must cede until permit L~ re-is~ueth 4. Development shall not be used or occupied until a Certillc~te ot Comptiance is issued. 5. The permit will expire if Po work is commenced witkin six moatbs of issuance. 6. Applicant is hereby [nf°rmed that other permits may be requh'ed to full'dl local, state and federal regulalor"/ 'L Applleant h,rrbI' ItJv~ co~unt to the Local Adminbtrator o?hls/her representaOve, to mak~ reasonable · [nspcctiOus rex]u~rc(I tO vctlf7 comp[Lance. / ...................... . THIS APPLICATION ARE, TO THEbz,///,,--~ OF M'~KNO~'VLEDGE, TRUE ,MqD AC t/ , . o /, C./?' ,--- , / '/ ADDRF~$ TELEPHOIqE pB. OJECT LOCATIOi~: To amid delay ia pr'm:e..~ing th<: app[icadom please, provide caough [aformatioa to easily identify thc projccl Iccadoa. Provide the areet addre.~ lot number or legal description (aaa, h) and, outside ttrDan area_;, thc dbtance to the ncare*t intea;ect[ng road or ,.wJl-kaeum Landmark A sketch attached to th~ application showing the proj¢c~ location would be hdpfnl FDP(93) DESCRIPTION OF WORK (Check ~JI appUcablc boxes): A STRUCTURAL DEVELOPMENT A~PLICATION ~ __ PAGE 2 OF a &CTJ'VITY ~qTKUCTU. p,E TYPE E]'~eslesldenfiM (14 Family) Residential (More than 4 Family) Noo-residential (Floodproofmg? E] Yes) Combined Use (KezidenLiaJ & Commercial) CI Manufactured (Mobile) Home (la Manu- [] Replacement factured Home Pazk?. El Yea) [] Fill [] Mining [] Drilling [] Grading CI ELxca~fion (Except for Structural. Development Checked Above) -- E] Watercourse ?alteration (Indoding Dte, dging and Charm¢l ModLGcationx) [] Drabage Improvements (Including Culvert Work) O Roa?r, Street or Bridge Coastructioo CI Su,k.~.'vision (New or Expansion) C] [~lividual Water or Sewer System © Other (Please Specify) After complctiag SECTION 2, APPLICANT should submit form to Local AdmkaisLrator for re, view. SEC'FIOH 3: FLOODPLAIN DETI'ERMINA. TION ~To be completed by LOCAL ADb/INI,.STRATOR) Thc proposed development Ls Ic~-~ted on FTllM Panel No. , Dated__ Thc Proposed DeYelopmcnt: []N~I~{~ baSp~H~H~d~ ~o~capp~t~at ~c appU~tioa renew ~ ~mplete ~d HO ~ODP~ DE~PM~ PE~ IS REQU~ED). 0 Ix located in a Spodal Flood Hazard Awe, a. FTRM corm dexigna6on ix tOO-Yeas flood cie'ration at thc siic b: FI. NGVD (MSL) {~ Uuavailablc 'Phc proposed dcvdopmcm is located lo a floodway. FEFM P~ocl No. Dated Sec Section 4 for addflJona} }nstrtrliot~s ,51GFFED DATE APPLICATION PAGE 3 OF 4 5ECTIOj~_'h ADDITI~INALLh/FOILMATION RE[}UIRED [To hc~ed bY LQ_CAL ~IHIST'RATOR_~ Thc: applicant must submit thc documents chc£kcd below before, the applJcatiop can bc processed: CIA site plan showing thc location of ail c,~cistmg struclurcs, wa[er bodies, ~dj~cc~ roans, d~e~sio~ ~d proposed devdopmem. ' ~ Dcvclopmcm ptan~, dra~ tos~lc, ~d spcdfi~t~, iacludin~ where app~blc: ~chorbg structure, proposed clcvatlon of lowest door (bdudbg b~¢meat), resbt~t matcri~s used below thc K~s~ floor, dct~ of floodprooFmg of u~ties In--ted below · c f~st floor ~d dct~s of c~dos~es below thc Fwst floor. ~o~ E] Subdivksioa or other development plans (If the subdivision or olher development ~xc¢¢d$ 50 lots qr $ acres, whichever ks the lesser, the f~pplicant musl provide tOO-year flood elevatiob$ if the)' arc not otherwise av~able). {3 Pla~ showing tho e~xteat of watercours* re.location aad/~ landform alterations. C] Top of new Fall e.lcva(ioa Ft. NGVD (MSL). [] Floodproo£m§ protection lc. vel (ann-residential only) FCHGVD (MSL). Fol' floodproofed structures, i?,pplicaat must attach certification from registered eng;inecr of C] Cer6ficatioa from a'registercd engineer that the proposed activit{ in a regulator), floodway ~ ant result in a~2 increase in the height of the 100-ycaz flood. A copy of uti data and calcuJatinnx supporting this Fmdbag mtlzt also be submlttcd. [] Other: SECTION 5: PERMIT DE'I~P. MIHATION fY0 bo_completed b? LO~AL ADM. LN[~I'RATQR} f have determined that the proposed activity;. A. [] L~ B, El Is not in c~nforraance with provi~ioax of Local Law ~ , 19__, Thc permit ks ixsue.d subject to thc conditionS attached to and made part of this permit. SIGNED , DATE Lf~D~)X A iS checked, Ibc Loc:d AdmioSstralor may issue a Dcv¢loprocat Pcrmi~ upon payment of designated ~BQX Bif ch¢ckkd, thc Local Administra*or wiilprovidc a wri~tco summary of deScmncics. Applicant may reVise and resubmit an appLication Io thc Local Adminlstralor or may request a bearing from the Board of Appczds APPLICATION PAGE 4 OF 4 APPE:ad& Appealed to 13oazd of Appeals7 ID Yes (D No Hearing date: Appeal:i Boa, d D¢,.L~;uu --- App, u~.d7 u~ Coachtioa3 0 [;EU'~TFION 6: A~-BUILT ELEVATIOIq$ (To bc submitted by APPLIC,M'IT before Cc_rtJficale of Compliance ~ issuedl The foUo~g ~oma6on mint be prohded for project stmctm~. ~ se~oa m~t be completed h~ a roistered profc~ion~ cn~ccr or a ficcmcd I~d s~eyor (or atta~ a ~r~don to t~ app~tlon). Complete I or 2 below. 1. Actu~ (~-Bu~t) ~emfio~ of ~o top of ~* lower fl~r, bdu~g b~ement 0a ~astal High H a~'rd ~ea$, ~ttom of lower s~ member of the lower fl~r, ~du~g p~g ~d colmm) ~: ~. ~O~ ~SL). L -, Xau~ (~-gu~t) Elevation of fl~proofmg prote~ioa b ~. ~G~ (MSL).. NOT~: ~y work performed prior to submittM/~f ~c above ~o~atioa b at thc rbk,.~f ~e AppEar. ../ ./ ~IOH 7: COMP[.IANCE A~ON ~o bc completed ~v ~C~ AD~I~IST~TQR~ Thc LOC~ ADMIH[~[~A'I'OR ~ complete t~ so.ion ~ app~ble b~cd oa bspcdioa of Lhc project to c~urc comp~ vhth thc ~mm~s I~ law for flood dm~e prevention. IHSP¢~ONS: DATE BY DEHC~H~7 ~ ~ ~ HO DATE BY DEHCIENC~? ~ ~ ~ HO DA~ BY DE~C~HO~7 ~ ~ ~ NO ~;ECTION 8: CERTIFICATE OF COMPLIANCE(To be comoleted bY LOCAL ADMfl~I~I'FLAT~_~) Cerdli~te of Compliance issued: DATE: BY: Attacbiment B / ~ CERTI~ICATE?~F coMpLIANCE for Development in a Special Flood [lazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT lb/ A SPECIAL FLOOD HAZARD AP,~A { OWNrglL_M&lg.T_R.g~ I g CERTIFICATE) PREMISES LOCATED AT: PERMIT t'40. PERMIT DATE OWNERS N~ME AND ADDRESS: CHECK 0 l"~: 0 hn~W BUILDING [] EXISTING' BUILDING [] VACANT LAND THE I.OCAL ADMINISTRATOR [STO COMPLETE A~ OR B. BELOW: COMI'LIANCE IS ITEREBY CERTIFIED WITH THE REQUIILEMENTS LOCAL LAW # , 19 SIGNED: DATED: OF COMPLIANCE IS IiEiLEB¥ CERTIFIED WITH T~LE REQLFItLEMENTS LOCAL LAW #__, 19~_, AS MODIFIED BY VARIANCE DATED. SIGNED: DATED: OF C/C[93) Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD .Tuly 2nd, 2008 Charles & Lynn Hill 31 Greenbridge Avenue Unit lb White Plains, N.Y. 10605-1214 RE: 655 Lake br. (Additions/Alterations) SCTM # 80.-3-20 De~r Mr. & Mrs. Hill, 1st NOTI:¢E Please be advised that your Building Permit # 32025 issued May 22nd, 2006 has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit o fee of $958.00; that time we con schedule an inspection by one of our Building Znspector's. Tf you have any questions, please call us at 631-765-1802. Respectfully, 5OUTHOLD TOWN BU'rLDZN6 DEPT. South#Id Bldg Dept. Michael J. Verity Chief Bldg. Inspector 53095 Main rd. South#id N.Y. 11971 re: Bldg. permit # 32025 CHARLES B. HILL 655 lake dr. South#Id N.Y. 11971 914-469-3095 JUL 9 Jnly 9, 2008 Dear Sir, In August of 2007, my father was diagnosed with metastatic prostate cancer. Since then my available time to complete my construction project at the above address has been severely compromised. I worked as fast as I could and called for my fmal inspection with Gary Fish in April of 2008. I was informed that all I needed was 4 minor items completed and I would get my C/O. Since then my time has become even more constrained as full time care is needed for my Dad. I did not know that my permit would expire and would be liable for a new costly permit fee. I apologize for this and will attempt to finalize ail points A.S.A.P. This health issue has caused a minimum six months delay in my project. I would gratefully appreciate an extension on my permit as I will be getting some free time in the next month as siblings can finally get time off to help in my Dads care. Below I have listed the names and phone #'s of my Dads primary Doctors and they all are available to confirm ~is illness if needed. / -Dr. James Mckieruan - Uroligist - Columbia Pres. NYC. # 212- 305-5526 - Dr. Daniel Petrylac - Head of #nc#logy-" " " # 212-305-6535 - Dr. Daniel Kostin - Oncologist - White Plains Hospital. # 914-684-2779 - Dr. Preston Winters - Primary Physisian-" " " # 914-428-6000 SURVEY DF PLOT 1 NAP DF RE-SUBDIVISION DF BLOCK F MAP DF REYDDN SHDRES FILED DCTDBER 7, 1936 MAP #1215 S,C,T,M. 1000-80-3-20 SITUATED AT 655 LAKE DRIVE BAYVIEW TOWN OF SOUTHOLD SUFFOLK CDUNTY~ NEW YORK NOTE, SHOTS TAKEN ALONG BULK HEAB ARE TAKEN AT GROUND LEVEL AT THE FACE AND TOP AT THE BACK 59,73 ~78o57,00.E CONC MON FND ON LINE 77 ;DNC 'DUNDATIDI 83,84 1,19 THIS DRAWING IS CERTIFIED TO THE FOLLOWING PARTIES, DWNERS - CHARLES B. HILL & LYNN B, HILL llTLE SURVEY HILL 655 LAKE DRIVE, 8AY~IEW NOTE, SHOTS TAKEN ALONG ]~ULK HEAD ARE TAKEN AT GROUN]) LEVEL AT THE FACE AN19 TOP AT THE ~ACK ~ ~ / ~ .- 9,73 $78'57,00' SURVEY BF PLOT 1 / / guLK .~ / MAP DF RE-gUBDIVISIBN DF BLOCK F / / "~g ON LI~ / MAP BF REYDBN SHORES / / FILE3 OCTOVER ~ I936 / / _ / MAP ~1~15 / / . s,C.T,~. ~ooo-.o~3-~o / / / / SITUATE~ AT / / / / 655 LAKE 3RIVE / / / BAYVIEW .... / ~ I / / HILL TH~S ~RAW~NG ~S CERT~F~E~ TB THE FOLLOWING PARTIES, 655 LAKE DRIP. BA~EW OWNERS - CHARLES B. H~LL E LYNN ~. H~LL ~ ~ REDDAN SUR~NG, INC. CONS~UC~ON SURLY ~HOT$ TAKEN ALON~O~UE~K HEAD ARE TAKEN AT GROUND LEVEL AT THE FACE AND Trip AT ! ~.. ! THE ~ACK ~. ~ / ~~'~ ~78057'00. SURVEY DF PLOT 1 / L~n,,' MAP DF RE-SUBDIVISION DF BLOCK F / -~ HE4~ D~ , .. MAP OF REYDBN ~HDRES / -' ~N~ FILE3 OCTOSER 7, 1936 / // S.C,T,M. 1000-80~3-20 5. / / 'e~ // S~tUAVZ; n~ %/ ~+_ ~ // 655 LAKE DRIVE / ~ ~o~ , ~ Z. // 3AYVIEW / [ o- ?~ ~ -~// TOWN OF SOUTHDLD ~ ] Ye ~ SUFFOLK COUNTY, NEW YORK 2~ / ~ ~. TITLE SURVEY HILL THIS DRAWING IS CERTIFIED TO THE FOLLOWING PARTIES, ~ DWNERS - CHARLES ~, HILL ~ LYNN ~, HILL ~ 655 LAKE DRIP, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL' SOUTHOCD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-950,2 (7~ O-~ r/ 'Ti www. northfork.ne~/Southold/ PERMIT NO. ~ Checl~ ] Septic Form /l N.Y.S.D.E.C. ~//"~ -'7 /_ Trustees__ Examined ,.a/~ / .F ] ~' /-.--"r'~ ~- ........ Contact: Approved__ ~y~'20 ...-- ~- · ....... 7"~ ~ Mail to: Disapproved a/c ///.ff_,~ / 'h ~ (~ £ ) -- -- / , / cz ( ..~:/ // .~hone: C/g/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ ".', APPLICATION FOR BUILDING PERMIT .,' I 6 ' / L .~ [ Date ~ , NSTRUCTIONS .... ~!! "? a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required· APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein ~escribed. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulationfl;, and to admit authorized inspectors on premises and in building for necessaw inspections/f~ff ~/~. (.~/'(~gn~re of app~l~ant or re[me, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name °f °wrier °f premises C/'~"~ ~5 J~(As[o{n the tax at'est If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of l~and on which proposed work will be done: House Nmnber ~ S~eet x- ¢ Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block ~ Filed Map Lot ,~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~.~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Addition / Alteration Repair Removal Demolition ~ Other Work Estimated Cost ~'3-7 OOO .,~ If dwelling, number of dwelling units If garage, number of cars R. Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor ('~, r<,e 5,~) 7. Dimensions of existing structures, if any: Front ~ ~ l / ,, · Height ~ o ~ Number of Stories / ~. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Rear - a~2 * Depth Dimensions of same structure with alterations or additions: Front Depth 5'.~ ' Height fl 5' '/o ~" 8. Dimensions of entire new construction: Front Height ~5' "/o ~" Number of Stories 9. Size of lot: Front( /~ 5-~, 7-" Rear Number of Stories ~R, Rear ~,9_ t Depth Depth oD~ 3,/o '~ 10. Date of Purchase Rear '7/J~/~J , NameofFormer Owner ,~7,,~, /~/~/4~,~:,~ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES /NO__ 13. Will lot be re-graded? YES__ NO /Will excess fill be removed fi'om premises? YES p/NO__ 14. Names of Owner of premises ~,~,t &~ /~'[f Address Name of Architect /]/,o~ X/:-,eA,; dz' Address Name ofContractoriZg0~,===,~s~C,L~, ,~'// Address ff~'-c~,qd¢ /~. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES //~O __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES /,-"/NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) . / (~.~rffe of individual siglK,,ffg contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ ,, /7/ / v 5,[6tary'Public - · ~,?,. :,:' ,~."' :~; ~.. Signathre of Applicant , . (~L L. AS~ETTO DATE:~ B,.p. # ~ ~.~0~-~-.~ 765-1802 8AM TO 4PM FOR THE FOLLOWtNG ~NSPECTIONS: 1~ FOUNDATtON- TWO REQUIRED FOR POURED CONDRETE 2. ROUGH - FRAMING & PLUMBING 3. ~NSULATrON 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL WITHOUT. CERTIFICAT OF OCCUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ,~ '~"~'~ 3 SOU~OLD TOWN ZBA . SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES ,~' N.Y.$. DEO CERTIFICATION OF NAILING & CONNECTION~ DO NOT PROCEED WITH FFIAMING UNTIL SURVEY OF FOUNDATION LOCATION PLUMBING AU. PLUMBING W/k,RTE & WATER LINBS NEED TEST NB BEFORE COVERINQ = ALL CONSTRUCTION 8HN.L MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. COMPLY WITH' CHAPTER "4~" FLOOD DAMAGE PREVENTION SOUTHOLD'TOWN .CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPL Y SYSTEM CANNOT EXCEED 2/1OOF i~LEAD. :RETAIN STORM WATER RUNOFF [ PURS~JANT TO SECTION 45-10C ; OF THE TOWN CODE. 50LJTHOL~, N't 2005 L 1/4" = J~,,,'MN , , iI GARAGE ~.. 26.00' 12.00' 6.00' 23.5'. _ 54.2' 29:583' ~ 2 STY. FR. HSE. ~ 45.25' 57.25' 218.0111 N 21°2'0'' E S 21°2'0'' W 223.1' HILL RESIDENCE SITE PLAN SCALE: 1" = 20'-0' I NOdSE: ~Oq¢ 5,F, ~A~A~E: 520 LOT COVerAgE, October ~, 2005 I/4" , ! VINYL 5LDJNG , I,' j ' EAST ELEVATION SCALE: '1/4" = 1'-0" , 1X8 RAKE SOUTH ELEVATION SCALE: 1/4" = 1'-0" · ADDITION ~ND ,~,.-TE~:,ATION5 SOUTNOLCh NY [ + WEST ELEVATION SCALE: ]/4" NORTH ELEVATION SEALE: 1/4"= 1'-0" GARAGE EONC FTG, (TYPICAL) NeW <' ' L: S_PACE_ ~I ' ~¢, FOUNDATION PLAN SCALE: 1/4" = 1'-0' PROJECT NORTH ~OUT~qO LD, NY BEDROON LIVING ROOM EXISING GARAGE AIND CHIMNEY TO BE REMOVED "x /' SUNROOM r BEDROOi{,1 K}TCHEN BATH (GARAGE / EXISTING FLOOR PLAN SCALE: 1/4" = l'-O' SOUTNOL~,NT 30, 20'05 12 9" STATIONARY / H[NG6O DOOR 89' 3" PROPERTY LINE _BED_R_O_OH ~ FLUSH H£ADER 3 TW2852 UJ!MTY ROOM KLTCJJ._EN ~= BATF ACQ HFADF~ [ 1ST. FLOOR PLAN SCALE: 1/4" = iLO' ,,,j! i PROJECT NORTH A~DITION AND ALTERATION5 ~OUTNOLD, NY 2005 I/4" PLATE H[[GHT 2ND. FLOOR PLAN SCALE: 1/4"= 1'-0' ] PRO3ECI NORYH .... Z? H?'L ..... : [ :] ii I ' MA~T~R~B~DR_O~M M A£T_E. _E~B_AT~H PLATE HEIGHT O E_C~K_ ADDiTiON AND ALTEt~ATfON$ 50UTHOLD, NY O¢.to[~¢r ;30, 200~ mC~L~ 114" ~ I'0" JD/MN DRYWELLS TO BE 10' f4IN, AWAY FROM HOUSE .x. il; ~!11£7111=. + QGEEGU%FERz 5ZAN~_DARO_ 5_" NOTFS 1) E×ECUT~Otl ~NSTALL DRYWELLS AT EACfl EORNER OF HOUSE F 1 2×, ,, iK ROOF PLAN SCALE: 1/4" = 1'-0' ~?' PROJECT NORTH ¸,21 ' ' AND DRYWELL )ETAILS J BUILDING GU f-[ER . [ = - ' '~'~~ October 30, 2005 '~ 114" - I'0" JDfMN I N.1 ,S, - '.1 4,, 4,¸ 24 "OC ii,I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMIPACT GLAZING) W[NDBORNE DEBRIS PROTECTION FASTENTNG SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM 1THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OE 8 FEET SHALL BE PERM]'ITED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS, PANELS SHAkLL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 16091.4, 1609.6.5 AND 'FABLE 1609.1.4 OF N.Y.%. RESIDENTIAL CONSTRUCTION CODE). THIS IS NEFF A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESiGN-PRESSURE UPGRADES WfHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTFERS MUST BE MARKED FOR WHAT OPEN[ING IT iS 'FO COVER. HARDWARE MUST ACCOMPANY SPLUTTERS FOR INSTALLATION, SLOPE" 1/4" PER FOOT PITCH TO DRAIN P L~ MB ! N_._G=~_CH. E M AT I C N.T.S. SEPTIC SYSTEM 8' THICk PC FOUNDATION 3/4" SUBFLC~OR SECTION A-A SCALE: 1/4" = iL0" UNFINiSNED 4" CONCRE%E SLAB c/w ] ~ SECTION C-C SCALE: 1/4" = 1'-0" 3/4" SUBFLOOR --I SECTION SCALE: 1/4" = iL0 AE~DITION AN~ ALTEF~ATION$ 5OLtTNOLE), NY 2005 JD/MI4 STORMWATER MANAGEMENT RE~EME_~N__T~ WHERE APPLICABLE AD]ACENT PROPERTY WATER PRE-ASSEMBLED SILT FENCE TYPICAL RESIDENTIAL HOUSE FOOTPRINT PROPERTY LINE ;-- CITY STREET ADJACENT PROPERTY [VENL¥$PREADSTRAW STRAW BALE DIKE DETAILS Excavate the Trench F pR_OR~BLY I~5.TALLED_~'EBA_W BALE 2, PLACE AND STAKE STRAW BALES. STRAW BALE AND SILT FENCE ~o~ .it ./ RECOHNENDED TOE-IN Y PRE-ASSEMBLED SILT FENCE 3. BACKFILL AND COMPACT THE EXCAVATED SOIL, RU N_.QF? STANDAR_D~AND SPECIFI_C~Z~I.~N F~g STRAW BALE DIKE ~--~ , --~ -- .=~= ......................... DEFINITION: puRPose:- COND:[TI~NS WHERE PRA~.'I'~CE APPLIES: THE s~raw ~AU~ mK~ ZS ~seo WHBRE SLOPE ~'LOPE [ft.) SILT FENCE DETAILS t. SET STAKES 3, STAPLE F']LTER MATERIAL TO STAKES AND EXTEND IT INTO TRENCH. A'FI-ACHING TWO SILT FENCES STANDARD AND' SPECIFICATION, FOg SILT FEN.~CE DEFZNITION PURPOSE: CONDXTZONS WHERE pRACTICE APPLIES: CRTTERZA FOR SILT FENCE MATER[ALS 2. EXCAVATE A 4" x 4" TRENCH UPSCALE ALONG THE LINE OF STAKES, 4. BACKFILL AND COMPACT THE EXCAVATED SOIL, 1t 50UTHOLD, MT JD/~IN panal temperat0re.~.~~ indicator marks Xmportant This Product is riot designed for roof applications. It is designed solely for installation on vertical surfaces. D7 Perfection Shingles InStallation Instructions Panel Thermometer Reading o Panels :must be in,tailed With nails or screws over a solid 30 SUb,rate With'nail.hol'ding strength such as.plYWood, off- 65 Temperature Indicator Lines Set 1/16" to the left of 30 line Set to the 30 line Set to the 65 tine anted arran, boardlr °r exi.ting wood ~,ding. Thisproduct 100 Set to the 100 line tIIIlI Jl I!)tt] ]ItI/1 III/ii/It Il//I Ii ii Ii pattern up the wall (see above illustration), cannot be.installed:with.. . stapleS.. ~30 Set 1/1,6" to the left of the 100 lin'e to 1/16" 'between' the nail' bean and th~ panel to allow Tn under Window or Opening Each panel must'be nailed'throUgh the round hole in the .160 Butt Panels tight . freed0m.'of movement during normal expansion andr Stalling' center,ofJ~he nail hem to control the direction of normal . co01;racti0rf:.,Failur.,e, to prbvide this space between.nail . ) eXl~al~sio;n an'd cOntraCtion If a..pal;tial pahel is be!ng If th.e:brighter eel s between the numbered tempera- -bead and Panel~Wdl cause. Tthe panel to buckle. DO not w[ndow ~- in'ailed and the'center nail hoie ha~ been Cut off~ drill a put a nail int~) th~ far efts ot Until the ,overlapping ' ~ " ' ' ' nd nail through it. nait hole in the center* of the nail hem a Panel Spacing' at Different Temperatures turn'ceils, position the panel:between the correspond- lng n0mbered.position!ng mark& Example: If the Pane Thermometer reads 65 F, .~1 g~ the'second panel to the 65F'temperature ~ndlcator.line' on the first pahel. If the cell between the 65 and the 100 .is brighter, position the panel between 65 and 100 temperature ir~dicator. I!.nes. First COurse strike a level line around the house and install Cedar. Impressions Starter. When' using Cedar Tmpressions Perfection Mitered Cornerposts, make sure the starter strip is installed tothe edge of the corner. Starter strip is used to instail mitered cornerposts. An alternative method ofstarting Cedar Tmpressi~ns is to use i- channel in place of starter strip to receive the bottom edge of the. panel. 1). Remove 2" from the right side of the Upper panel course leaving 90 deg..right side edge as shown above. 2). Starting onthe right side of the wall, hook the locking leg of the panel into the starter strip and slide panel into the cornerpost or receiving channel. Leave ~/4" space between the panel and the inside wall of the cornerpost for expansion. If installing: the PerfectiOn Mitered Corner, space the panel 2-1/2" (minimum) from the corner. Mitered corners are installed as you move up the wall, after the siding has been installed. ' 3). Fasten the panel .to the wall by first nailing through the round center hole of the nailing hem at the tOP of the panel. Then fasten the rest of the panel by nailing through the Centers of the remaining nail slots a maximum of every 8" to 16" on center. Provide 1/8" panel is po~i.t!'on fo~ installation · 4): install ~ext.Panel by u~ing a dual motion of hooking i~t0 th~!sti~_~er'strip and ~t ding. Over the previous panel, .making sure ihe locking tabs and .flange interlock:This wi!! ensure woper, lap. (See illustration above). $). Position the 0verlapping panel'so that there is ~/8" * to 1/4" between the Panels, depending on the panel · temperature at t;he time pf instalia'ti0n. Depending'Upon the panel temperature~ the .sPacing. may appear larger or smaller than the.spaces .between the shingles on the panel; This s norma and is necessary in order to allow for. eXpansi0n and contraction. .6). Nail in center of far right slot Of overlapping panel. ?) Continue to install remaining panels of first course as described insteps 3 through 6. Second Course drill 3/16 dia, hole at midpo nt of remaining panel /2" _J 22~1/2 ........ ~3-J side locking tabsl 8) Rgmoxe 2471/2" of the right side measured from the upper panel, cutting straight through the ower panel- course (see above iIlustrati0r~). Dril! a 3/16'" hole in the center of the nail hem and nail siding through this hole to Control d recti0n 'of expansion and contraction. NOTE: The 2~,-I/2" spacing provides the farthest separation of overlapping courses to lessen the possibility.of seeing pattern: It also he!ps water dispersion. .9) Repeat steps 4-7. NOTE: Cedar Impressions Perfection Shingles may also'be installed by sliding the left panel up while ensuring the side lock. tabs engage with the flange of the right, panel (see above illustration):. This method is useful when installing .panels into comerposts and ]-channel around windows a,~d doors. 10) Continue to stagger panel, courses according to steps r I and 8, alternating each time to assure a ~andOm shlngle As with any plastic siding, Cedar Impcessions expands and contracts with changes in temperature. For this reason, it is important that you space the panels according to the panel temperature at the time' of installation. Failure to provide spacing according to these temperature ranges may result in gaps that are too large or too .small, thereby creating, the potential for side lock tabs disengaging; panel distortion, or buckling. Spacing of panels previously installed at a different temperature does not require adjustment. Each panel has a Panel Thermometer that displays panel temperatore and indicator lines that serve as guides for proper spacing between the panels. The Panel Thermometer is located on the upper righthand corner of the panel; the indicator lines are on the upper lefthand corner. As the ambient temperature changes during the day, it may be necessary to adjOst the panel spacing to reflect the change in the pane! temperature at the time of installation. the cells on ~he Panel Thermometer will change color to indicate the temperature of the panel. If the temperature cells on the Panel Thermometer show a color change, use the brighter color as the indicator. furring- r Cedar ~npreaslons family panel To secure the panel under a Window, apply furring striPs as Fequired to .provide the proper'angle and Sopport the trimmed portion of the Panel., Lock ~he panel into the p~evio~Js course~ Using a nail slot punch~ punch nail slots !/4" from the trimmed edge, 16" apart. Center nail the panel and .then position the remaining fasteners 'in ~he center of the nail slotS. The ]-channel or other Feceiving channel will cover the fasteners (see above illustration). InStalling over a Window o~ Opening To. install siding over a window, measure from the lock ' 'of the course below the 'ndo: top to th top Of tab w~ w . e the window. Add 3/4". Cut the panel to this dimension. This. Wi l allow.the panel to be lowered downfar enough to engage the locking tabs Of the ower panel. After it is positioned' into the locked position, the cut edge will still be' 1/4" below the top of the :l-channel. Finishing the Top CoUrse cornice molding~ Cedar Impressions panel To finish the top course of siding, attach L-receiver to tl~e% , top of.the wall under the. eave or soffit. Trim the top pa~el~ to within :L/4" of the L-receiver. Using a nail slot punch, ~ punch nail slots 1/4" from the trimmed edge, 16" apart. illustration).Snap the c°rnice m°lding int° the L-receiver (see ab°ve [~~ '~,~ An alternate method is to use ]-channel and furring strips.~/ 12 2005 = ro+', ONE PIECE TRIM ..............SCREWDRIVER~ OPERATED STUD CATCH OPENING SIZE = DOOR. SIZE + 3/8" 16 GAGE FRAME 1/4" HOLES 14 GAGE DOOR t CONCEALED CONTINUOUS HINGE 3/4"-~ ................... 36"---- 16 GAGE FLUSH FLANGE OPTIONAL ANCHOR STRAP FINISH LINE FOR MASONRY SPECIFICATIONS GENERAL SCOPE: Access doors shall be Karp Type DSC-214M as manufactured by Karp Associates, Inc., Maspeth, N.Y. Sizes shall be as indicated on the drawings. CONSTRUCTION: 1. Frame shall be 16 gage steel and door shall be 14 gage steel. 2. Flange of frame shall be one-piece construction, 3/4" wide. 3. Hinge shall be concealed continuous piano hinge. Where space Conditions prevent door from swinging open, removable door lift off hinges, or screws can be provided. 4. L0cks shall be flush and screwdriver operated with stainless steel can and studs, or shall be key Operated cylinder lock with automatic dust shutter. 5. Masonry anchor straps can be included on frames if specified.' 6. Finish shall be prime coat of rust inhibitive electrostatic powder, baked grey enamel. Stainless steel shall have No. 4 satin polish finish. STANDARD SIZES UNIVERSAL FLUSH ACCESS DOOR Model DSC-214M H0.6667x;Pdme Coated Steel or Stainless Steel KARP ASSOCIATES, INC. 54-54 43rd Street, Maspeth, NY 11378. (718) 784-2105 -Phone (718) 784-9169 - Fax FOUNDATION ACCESS DOOR N,T.S, ROOF DECK OVER PORCH N,T.S. , .N_ OTES_ 15 JOIST DETAILS EXTERIOR DECK ATTACHMENT ? ':::~' 1) INTERMEDIATE BEARING , NO LOAD BEARIN~ WALL ABOVE ~e STIFFENER ATTACHMENT BEAM and COLUMN DETAILS ~EARING FOR DOOR OR BEARING AT WALL WINDOW NEADER BEARING AT COLUMN BEAMTO BEAM CONNECTION CONNECTION GF MULTIPLE PIECES OF TOP-LOABEDII BEAMS BEARING ~AT CONCRETE IWALL ELEVATED CO3,UMN COLUMN BASE BASE FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES INSTALLATION TIPS Use Bi or B2 at This sheet is inte'nde~d as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ALLOWABLE HOLES. TJI Joists ,~--:'-.-/ / ,, ..- Table A - Ehd Suppo~ , ALLOWABLE HOLES- Beams and Headers ~ '--~ - q,~ , '---t TJI JOIST ATTACHblENT at BEAR N~ Rim to TJI dol~t BEAM ATTACHMENT ai BEARING WARNING. ALTERATION5 SOUT~OLD, :/ .LOAD... CONNEcTiON ,, WIND P_A__T_H' A CONSTRUCTION DETAIL D_RAwINGS' ' THE FoLLOUJINO APPROV'EE~ USP METAL CONNECTOR5 FO~'~PE~ DINO ~ESISTANT ~ COCO ¢ONCT~UCTION; FOLLO~ MANUFACTURE 5 ~EOOMMENDEO INSTALL~TIO~ INSTRUCTION6 TO ~OWIEvE M~XIMUM 0PLIFT LOAD ENDWALL ~=-L~-r~u M B ER IDEBCRIPTION ApPLICA'[IO~-': 1ST ~' ANCHOR To FOUNDATION W/ANCHOR BOLTS ~D. [ ADSS j HOLDDOWN BOTH DOT PEATE OF 2ND FLOOR AND TOP , ; ANCHOR ~TES OF 1ST. FLOOR[ CONNECT THROUGH ~ ; ]T~E FLOORS TQ EACH OTHER W/THREADED ROD, METALSTRAP SILL PLATE(S) ' ~TAPPING TD 8E ATTACHED TO WALL STUDS AND ALL WINDOW/BOOR OPENING JACK STUDS =LOOR JOIST DEPTH/USP NUMBER! DESCRIPTION , APPLICATION 2ND FLOOR WALL ;I 1 ST FLOOR WALL STAPPif~G TO BE ATTACHED TO WALL STUDS ' 'AND ALL WlNDOWTDOOR OPENING JACK STUDS FLOORJOSTOEPTN,USPNUMBE~-DESCRIPTfON ~ .A, PPLICATION ' I ION ALL OPENINGS ..... ; IN~I'A[L 4'0ZO;C. JACK STUDS KrNG STUDS H~AOER JACK STUDS , LOCATION IUBP NUMBER[ DESCRIPTION ! APPLICATION ] · , CRICKET AT TOP-SIDE DF " · WALL SHEATHING r~,., ., . :,, SIDEWALL FLASHING " ..' FINISH WALL AND MOISTURE /'" BARRIER TO LAP FLASHING AT W~LL -, MAINTAIN GAP ROOF1NG TO AVOID SOAKING PROVIDE HEMMED EDGE AT - ? "- · FLASHING TO FORM CHANNEL - "~--", BASE FLASHING WRAPS CORNERS, ·" SHINGLES AT BASE MIN. 4 iNCHES TYP CONC. FOUNDAtiON~ DAMpPROOF EXTERIOR SMIL POLY ON EXTERIOR [ 51DE UJ LL F:LASNING //?' ' CONC SLAB ~ I EMIL POLY STEELCDLUMN DONG, SLAB TYPICAL DONG, FOUNDATION, APPLY PILASTERS WHER~ NEEDED FOR STRUCTURAL BRACING MIN, 3" STEEL COLUMN ANCHOREID TO 24"x24"x 12" DONG, FTG, CONC SLAB 6X° 10,10 WWM COMPACT FILL TYPICAL CONC, MONOLITHIC FOUNDATION REINFORCE With (2) ~ REINFORCING BARS PT PLATE 6X6W.W M -- THICKEN SLABS BENEATH BEARIlNG WALLS AND COLUMNS, REINFORCE FOGTING WITH (2J) ¢¢4 REINFORCING BARS· RAFTER RIDGE .... LO~ATIDN USP NUMBER DESCRIPTION [ A~PLiCATION :~OO~ ,i L~ST A~4 RAFTER -- TOP PLATE WALL STUD F- ~_~,~[(~N- USP NUMBER] DESCRIPTION I APPLICATIONq 4~ 8;'RAF' ~ ' T · " ' '~ [CON~t~-CTT0 I ' TERI R 10 ,10,314 xlSga ~DOWNANCHOR:EACHRA~ER ~8' - 12' RA~ER' ' RT2O ~21-1/8 ~ 20ga. TYDOWN ANCHOR lEACH RAFT~ ~ TOP PLA~E ~: ' WALL STUD ANCHO. t [STUD PLfiTE ~CHORIPLATES TO EACH STUD DBL SILL RLATE r TERMITE SHIELD . SILL GASKET ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (usP LBPS58 OR BP583 518" DIA ANCHOR BOLT MAXIMUM SPACING 72" CC NOTCH EQUALS 114 DEPTH OF BEAM ' ' 3" MINIMUM B~ARING SURFAD~ FOR WOOD BEAM LEDGER RAFTER RAFTER S Z~[JSP NUMBER , DEBCR[PTION ~, APPLICATION WALL STUD BOTT~MPLATE BATHTUB DOUBLE JOl~ THRO~JGH-ROOF EXHAUST ~AFTEf~ MAINTAIN ,VENTILATION BLOCKING FFIT JOIST TIN. SCREENED VENT RIDGE cap OFiSAME MATE[~IAL AS ROOFING NAILEEf TO SHeATHiNG THROUGH VENT A%rlc SHALL BE PROVIDEQV~I~H a MINIMUM NET FREE VENTILATING AREA NoT LESS THAN 1/150 OF T,H~ AREA OF THE sPACE VENTILATED, ALL OPEN NOS 'SHALL BE COVERED WITH CO~RDS oN- RESISTANT M E~AL MESH W,TH MEBH' OPENINGS OF 74 INCH IN DIMENSION, VENTILATION / ~OFFITED EAYE D~.'II Ail · -'.:, C q RAFTERS ' BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOi~TS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JO STS UNDER WALL. FOR JOIST NOT DIRECTLy UNDER PARALLEL WALLS PROV DE BLOCKING @24"OC PRE-MANUFACTURED RIDGE VENTFOLDS OVER RIDGE TO CONFORM TO SLOPE' OF ROOF KEEP SHEATH NG M N 1- 2" FRoM PEAK TO ALLOW FREE ' AIR PASSAGE NEOPRENE ~ I -, ~ ' ' GASKET '~-~. -~ \\ / ~' - - ~- , ,, , ROOF JACK ~_ ~ '~ ~--.. , _~- '~ "~/ use 2xa 4~' 5LAl~ WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPbRTED WITH THE PROPER STEEL CONNECTOR, IF ABLE. SET EfR JOISTS .~,PROX. 172" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE & REDUCE BUMP OUTS TYPICAL ~SEAM DETAIL ....... ~-.~ SUBFLIodR --1 ~_. C) - JOIST ....... ~k STEEL BEAM NOTCH JOIST A~ ADJUSZ HEIGHT (WITH A NAILING PLAT~ IF N~EDED) ,TO RE APROZ, 1/2" OR H~GHER THAN STEEL BEAM TO ALLOW FOR SHR~N~GE PROVIDE S~RAPPING TO KEEP JO STS AL GNED) .~m% , SUBFLOOB , ¢~DDITION ,AN~) ALTERATION5 5OUT~4OL~, NY ~F4E FOLLOI~IN~ O1~ AF~F~I~OYF--~'USF~ fl~TAL CONNEGTOf~5 FOR WIND 'LOAD PATH CONNECTION AND COrNSTRUCTION :DE,TAIL DRAWING S ~ECOMMENpEE) IN~,T,4LL~TION INSTRUCTiON~ TO ~,CHI~',./E 'P1.AXIfffD. M LJ~LtFT LO/3,~ CAPACITY. rJ 5T/klR t~AtLII':4~ '%::,. HANDRAIL CONNECTION , 4" NAX, ~OpE~ UJIND RE~fST,ANT OONSTI~UOTION, FOLLOUJ'hl~NliF:ACTLJ~B'5 LEDGER WOOD JOIST RAFTER RIDGE RiDGE-TO-RAFT~E_R_]_CO.NN_E CTION_ WALL STUB ~pff~O P~ATE/STUD CO~NECTIQ~ SPLICED JOISTS OVER HEA~ER/GIRDER WOOD CEILING JOIST TO BLDG CONNECTIO_N RIM Jolsr ! Br~ SPLICED JO ETS OVER HEAIDERIGIRDER DE_CK/_?O_RTH_ LE__D_G_Et~ TQNN_ECTION LEDGER RAFTER-TO-LEDGER CONNECTION LEDGEA TO BE CONNECTED TO BLDG. USING 1L~" DIA, BOLTS ~I~"OC WEEH WASHERS P, AFrEB EIZE~,UEP NUMBER[ DESCmP~ION ] ~P~ON I RAFTER T0 PLATE/STUD CONNECTION POST-TO-G RDE~HEADE~. CONNECTION 6~6 ~OLiD'~OL~NN'P~6~ / pBSE~/KC6}[PO~ CA~ ANCHOR~APffLY TO ~CH COLUMN , KING 8TUBS CRIPPLE STUD HEADER JACK STUDS H'EAD E R:To~P~O ST/BTU. D CONNECTION LOCATION jUSP NUMBER{ r D~ON ~--~'~PPUdAT]ON -'.~ POST~ ......... RIM/DECK JOIS~ , POST-TO-DECK CON_~NE_C_TJON U~E MIN, 2 1/2" DIA, OALV BOLTS W~FH WABNER5 AND NUTS J POST/COLUMN POST-TO-GIRQ_E_RJH · .:,f,:/- .-- j CONCRETE pIE~ - POST DECK PO_S_T i tNSI ALL AS PER MANUEACTURE'$ RECOMENDATiDNS [[~A~ON LiSp NUMBER , DE$CRIPTIgN I APP~C~ON CLIMATIC &GEOGRAPHIC DESIGN CRITERIA DECK AND coVERED PQRCH NOTES! nto concrete with a minimum 1/2" dla x 7" tong anchor bolt with washers add nut~. be 3 ft below Er?de. ' NAILING SCHEDULE ' R~Id~_T_HING: _ .... ~-ATL I~A L STRUCTURAL PANEL 8d WFGM SBC ' j LBTRUDTDR^LPANEL _ ..... _ , ROOF FRAMING: NAIL COLLAR TIE TO RAFTER TO RAFTER T__O_ RAFTER WALL FRAMING: JOINT DESCRIPTION NAIL OTY TO~'PLATE TO TOP PLATE 2 - 16al, COMMON TOP PLATES AT ~ - 1Rd COMMON INTERSECTIONS STUD TQ' 2 - 16d COMMON STUD HEADER TO iSd COMMON HEADER TOP OR BOTTOM 2 - 16d COMMON PLATE TO STUD ~ - IBd COMMON BOTTOM PLATE TO. FLOOR JOIST, BAND JOIST 2- ~6d COMMON NAIL NOTES SPADING PER FOOT FACE NAIL JOIN:TS FACE, EK SIDE NAIL 24" FACE OC 16' O C. FADE ALONG EDGES NAIL DECK FRAMING: BAND ~OIST TO JOIST BAND JOIST TO' SiLL OR TOP PLATE TOE NArL j .,&DE)ITION AND ALTE~..~TION5 ~oIJTHOLD,, NY October 30, 2005 = 1'O" h ¢' ,j ,5: JD/MH 82" TO TOP O5 FINISHED FLOOR 66" TO TOP OF FINISHED FLOOR 3j4" THICK B~R~H. SHELVING 1X3 BIRCH CLEAT (SIDES & 'BACK 12" 1/4"X3/4" BEADED SHELF EDGING 3/4" THICK BIRCH SHELVING 1-5/8" DIA. FIR POLE 16" 1/4X3/4I' BEADED SHELF EDGING 1X3 BIRCH CLEAI (SIDES & ~ACK) TYPICAL CLOSET SHELVING 11/16" FLAT STOOL W/OGEE 9/16"K3q/2" [ W/NDOW STOOL WITH APRON 11/i6"X5-1/4" SPRUNG CROWN 11/16"X3-1/2" COLONIAL CASING i5/16 X2-1/4 WA~NSCOAT CAP, 1/2" THICK r4DF PANELS BEADING ~ 2-I/2" OC W_NN~5~:O tuNG WINDOW ~_ND DO_QDR TRIM 11/I6Xl-3/8" BASE CAP -~ 1XBS4S---~" 1/2"X3/4"ELOORNOLDING , 'B~ET~M INTERIOR TRIM CEILING TRIM 1-3/8" THICK SOLID CORE iNTERIOR DOOR GYPSUM DRYWALL NOTES: :LEANING UP: A DO NOT ALLOW ~ H~I: IN ~ER]OR W(~O 5TAINS ALKYD !NTERTjDR SWING ,DQOR iN__VV_OOD FRAM E HEAD TNIM--~ ov~n ~M EXTERIOR 'SWING DOOR~I_N WOO~RAME - ' :-: ,,:-, ~T c, coss~ *UC~-~N~ FmmH~ h), FINalS fll COATS, I~FFER}OI~ ~EMIGLOSS ALKYD ENAMEL 1-1 JD/MH 1 REScheck Inspection Checklist NewYork,State Energy Conse~vatlolq Construction Code ,ROJECT I I'I LE' ADDITION A,WD ALTERA] IONS L I ~ [ l L I II L ~ I No Pcm~it Number REScheek, Compliance Certificate New York State Energy Conservation Construction Code I IDD: 5750 CONSTRU£qitON 'fYPE. Det,mh~ I ur2 Emmiy DAlE 1t~'30/05 DATE OF PLANS: 10i2005 PRO~E¢'T DESCRIPTION RIM R[;S;D~NCE &~5 LAKE DRI~ Ma:unum JlA - 382 Ymu' Home UA = 38o f r ['1 [ ] I I lt~ating and C'oollng Piping Insulation: [ ] jcl J ,ADDITION AND ALTE~,ATION~ ,EN:ER L. NOTE,5 k : 'Co:NSTRUcTION NOTES: .I1), Th~ ififo:,Tne~O-e~w'~hi~ ih~'~'fle; ~,coestrgeilon d'o-comen;s is-r;I;ted t~basic design [intent and f~aming, detai]s, They am {ntend~ aS a construction aid, not a substitute for generall~ acc~t~d good ~gdl~g ora~ce and cb~pliabce with cu~ent New Y~rk State bu lding bgdes. Tbs Ge~eml'Cdntra~or is respon~ble for providbg standard ' cons~ucfio8 detail~ and procodur~ ~ eesure & prof~teaagy finished {~ucturally sound and a weathe~roof'completed producL - 2.-The General Co~t~¢c~r i's responsible fo~ ensuring that all work and censt~cttea meets cu~nt feder~L'sta~, coun~ and local codes, o~81~ances and r~gulations otc, The~e c~des ar~ [o be dbnsi8ered as p~ of Ihs spestfi~tiqns for this buiMing and should ~e adhered ~ ~veh f n var aq~ with the plan, 3)· Dimensions ~hat{ mae p~cedent'over s~led draw~ngs~ I(DO NOT SCALE D WINGS), . The desi ~ hot ~e~n engaged ~or construction s~pe~ision and assumes for conduction ~o~lna~ng with these plans,;ncr responsibility for me~od{, technics, sequences, or p~cedur8s, or for safe~ programs in connection with ~he work. There are no warranties for a ~xpmssed or impged in th~ use of these , Refer ~ the Window and Dodr s~edule f~r exiefior openings. . The Genital Co~tractor is to ensure t~at masonw or'pmfabrac~ed fireplaces meets 0¢ exceeds manufacture'$ spe~ficatl~s and apfllicable cedes, 7) The ~enem Contrac[or ts ta consult with the owner for all built-tn items such as beakcas~, sbeMng, pan~, closets, ~flms, etc. 8). W(nd Icad requiml~ts shall be taken J~to account during constructico. , FOUNDATION NOTES: -'~e--~neral Oontr~ct~r~ and--~a~sen t0~revie~w plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade, 2). All footings to rest on undisturbed l',drgln) soil 3), Provide 1t2" expansion jaini material between concrete slabs and abutting concrete or masonry wa ~ occudng in exterior or uqheated interior areas, 4). Any new concrete wails being attached [o existing concrete structure shall be installed with #4 re-ba~, ! 8" thng at 12" c.c. Use approved epoxy for Installation 5). Unless otherw se no ed a dials on grade ~o be 2500 p.s,i.. Concrete to be poured bn 4 inch thick saran'or gravel fill with 6x6 wire mesh reinforcing, Intedor slabs to b~ minimum 3-1/2,inch thick: Afl fiE,to be compacted to 95% relative density with 6" maximum lifts (layers), fl). Crawl spaces to be provided with e minimum 18"x24" access opening lnstelt one 8x16 cast ten fou ~da On yent for evew 150 sq. ft. of area. Damppreaf e~(tetlor of foundatbn wlfi~ bituminous coating as per section R406 of · Residential Construotidn Code. A 6-mil polyethylene film shall be applied ever the below grade portion of extedor walls prior to backfilling. Drainage as per section R405 of N.Y.S. Residential Construction Code FRAMING NOTES 1). All framieg techniques and methods as prescriptive design of 1995 SEC Nigh Wind Edibon Wood Framing Construction Manual. 2i. Unless otherwise noted, ail framing and structural wood material to be ¢2 + BTR Dquglas Fir. 3): Floors, walls, ceilings and rafters to be spaced at 16 inches C.C. unless noted otherWise, 4. Unless otherwise noted all bea~ing wall headers to be (2) 2x10 #2 +,BTR. Doug, Fir, Bearing wall headers to have (2) jack ~tud~ and (2)fu length suds on each side of a~l open ngs LVL headers to have (3) jack studs end (2) full length studs on each side of open rigs Bearing wall window ail ~ she a so have (2 window silt plates for 2x4 wall opemngs between,41 and 6'0 and 2x6 wall openings between 5'11 and g'9, Provide ~re asd blocking where applicable, 5). All flush beemstheaders to be installed with heavy duty galvinized hangers and anchors where applicable to all cennect~ng joists ' 6)~ Double up floor joists under wails that run parallel te the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted on plans. 7). Provide blocking/bridging in floor joists at 8'0 o.c,, Use sohd blocking m [lear jmsts under all bearing wa!Is. 8). Provide msulatlon baffles at cave vents between rafters, install draft blocking as needed, 9). Unless otherwise noted, ail roofs and wails to have a minimum 1/2" thick, 4-ply F~r COX exterior sheathing grade plywood Plywood to cover over plates and headers 10. Unless otherwise noted use 3/~." thick TAG PTS Fir or Adventech plywood subfioor adhered with FL400 adbe&ive and screwed to floor )o sis. F n shed f ocr to be ins ailed over subfiear as per rnanurautere's instructions, 11; All bathroom walls to have 1~2" thick moisture~resistant sheetrock Garage wails and celhngs and over furnace to have 5/8" thick type-x sheetrock, A other par~s of braiding to have regular 1/2" sheatmck. All wails to be taped and finished 112) All roof with a pitch less than 4.12 shall be installed wdh an Ice & Water barrier or iapproved equal Flat roofs shall be apphed Wgh a Fiberglas base sheet with an EPDM torch down type material over 13. All sill plates and wood in contact with concrete to be pressure treated. Sill plates to I_ WIND _,FRAMING NOTES RiOGE,TO.RAFTER~iT~7- -----~ ' , ). 1/47' ' -'x 20 gsu,ge strap shall be attached to each pai~ of rafters ih accordance to table 3.4, When a be lar (lo is used in I~u pfa ddge strap the ndmber 'of 1Od bomroon nails required in each end of the collar tie need qot e~ceed the t~buiptedr number'of 8d nails in the strap. ~). RAFTER-TO-WALL ASSEMBI:Y; Lateral framing and ah, ea~' walt conhectione for rafter,' ce~li,~g or truss !o top plata shall be ie scodrdance to table 3.3. Wheb a raffei' er truss do r~ot:falI tn I ne with studs below, rafters, ,er trusses shall be attached to the wall top plata and th¢ wall top plate shall be attached o !t~e to the Waft stud with dplitt connections. Roofs overhanging fha rake aids'of the building ,ha!l be ceanected'w th up ffbonqe? iohs' n accordance ~!h table 3,3c. , WALL-TO-WALL ASSEMBLY. tuds above and studs below a floor level shall be attached with ~plift connections in accordance with table 3.3b. When wall studs above de no~ fall in line with studs belOw, the studb shall be attached to a common member in the llear assembly with uplift connecters in ~ccorda~ce with table 3,3, · WALL ASSEMBLY TO FOUNDATION:; ' ' ,rude shall be connected to the founoaiion, ~11 plate, or bottom plate with uplift connectorS. Steel straps shall have a minilmum embedmen[of,7 roches in ~eacrate Ieandatlen and, slab-on-grade, 15 inches n masonry,~lopkfeqndatlons or lapped uhder the plate'a~d nalled in accordance with foible 3,3b~ Whee steel straps ara lapped under the bottom p/ate, 3 inch square washes shall tbt~ used with the anchor bolts,' Anchor bolt spacing is to be epaPed and sized in 8cqo~'danco to table 3,2a. In addition to spacing, anchor bo!ts are to be spaced between 6-d 2 {~ches from the end of a sill plate and all comers. ' 5). TYPE I EXTERIOR SHEARWALL COtNNECTIONS: Type I exterior shear wa Is with a rain mum of 7/1~6 incR weed structural panel on the extenor attached w th 8d commo~ nails a~ 6" o'.c. ,at the panel edges and 12" c.c. in the field, and 1/2 nch gypsum Wallboard on the ~p~edor a~tacbed'with 5d cooler nails at 7" o.c, at panel edges and 10" c.c. In the field shall be in accordance with the length reduirsments ~pecified in table 3 1Saab. ........ 6). TYPE Il EXTERIOR SHEARWALL CoINNECTIONS:' Type II e~tedor shearwalls shat/meet the requ foments of table 3.15a-b times the appropdat~ length adjus!ment factors in table 3:16, 7, INTERIOR SHEARWALL C,ONNECTttONS: A Iowab e s dewall lerlgths provided ie table 3,t4 shall be permitted to be ~ncreased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2,4.4.2 and 2.2.4 respectively. ' 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header end/or girder connections shaft be attached with uplift connections m accordance with table 3,5. Window sill plates shall be Ihave steel connectors in accordance with table 3.5· g. CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters she ether be notched asd anchored on lop'of the beam or slope comdectors shall be 'attached to each rafter-to-ridge along the opeh ceiling pad of the bpilding,. Gonnecbons to the ddg~ and wall shall be be attached with the abbve requirements, DECK AND COVERED POR__C._H NO.T_E_S: .... clod, all framing reCtorial to be ¢1 ACC pressure treated lumber , hang~rs and anchors to be ~galvictzed or stainless steel. Girders for deck Joists te be bolted'to ~ach pos with washers and nu!s :dora en concrete piers shall be anchoned with proper steel connectors anchored into concrete with a minimum 1'/2" die x 7'~' long an~her bolt with washers and nuts. Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, minimum 1/2" dia x7" long anchor Ibefl with washers and huts. Featings Shall be 3 it, below grade, Porches with covered roofs Ishall have 12~' dia. concrete piers for the girders. 4), Deck joists to have blocking at 8'0 o.c,. 5). A m~ctmum ef 10 inch flashing shall b.c. installed between the building and ledger Ledger to be fastened to builaing With 1t2" dia. bolts with washers and nuts where needed. 6), Concrete piers shal~ be a minimum 6" above grade. 7). All joists to be supported with hangera and'anchors, Each Joist shall also De anchored to g~rder(s). 8), Covered Roofs shall be assembled amd anchored the same manner as a typical building. PLUMBING NOTES 1 ): Alt water supply, drainage and venting l to be installed as per N.Y,S. Residential Construction Code. J2), Verify septic system with the Engineer for Suffoik Cpunty Health Department approval 3). If wail studs; plates or j~ists are cut obtt during installafiea for any dlpmbmg re~ated wprk, and plates to plretect and secure the structure. Venfy wdh the ',ode and manufacture's recemmen,dafloe for ma_x_i~.u._m~hhole si~e and~?~n_g HVAC SYSTEM NOTES · Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. ' 2), HVAC Subcontractor Is te fully ceardie~ate all system data and requirements with the equipment supplier, 3. HVAC subcontractor to provide finai s~ystem layout drawing and submit it to the General _Co~ntractor a_hd. ov~n_er~for final _r~v_ie~w?ndl a p~prgv_a.!: ...................... ELECTRICAL NOTES: 1), Ail electdcol to be ~nstalled as per N.Y.S Residentml Construction Code, 2. All electrical work shall be epproved b,y a qualified Underwriter 3). In~tall Smoke detectors and Carbon MI0nexlde detectors throughout as per section R317 of NY.S, Res*dential Consffuctien Code, J NAILING SCHEDULE } ....... FRAMING: ," RAFTER TO TOP PLATE CEILING JOIST TO TOP PLATE, CELLINI PARALLEL RAFTER CEILING JOIST LAPS OVER pARTITION COLLAR TIE TO RAFTER BLOCKING TO RAFTER NAIL QTY, I COMMON, 10' WALL: 4-8d COMMON 8~ WAHL: 3~8d COMMON I O' WALL: 4-Sd,,COMMON AS PER :]'ABLE 3.7 WFcM- SEC ' TABLE 3.7 ' WFOM-SBC AS PER TABLE 314 WFCM ~ SEC 2 - 8d COMMON RIM BOARD 2 -16d COMMON TO RAFTER , WALL FRAMINGi" NAIL JOINT DESCRIPTION QTY. TOP PL,~,TE TO TOP PLATE ToP PL~ES AT INTERSECTIONS ' STUD ~O STUD SPACING EACH NOTES EACH TOE-NAIL JOIST EACH FACE LAP NAIL EACH FACE LAP NAIL EACH FACE NAIL EACH , TOE EACH / ' END END / NAIL NAIL SPACING PER ' i FOOT JOINTS - 16d COMMONI EA. SIDE HEADER TO HEADER TOP OR BOTTOM ' PLATE TO STUD BoTToM pLATE TO: FLOOR JOIST~ BAND JOIST, , EN~JOIST OR BLOCKING FLOOR lNG: JOINT DESCRIPTION 16d ALONG EDGES PER 2x4 STUD 3- 16d COMMON PER2x6 STIJD PER FOOT JOIST TO/ S~ILL. TOP PLATE OR GIRDER BRIDGING TO JOIST BLOCKING ........ ~O J01ST BLOCKING TOt SILL OR TOP pLATE LEDGER STRIP TO BEAM, 2- 8d COMMON JOIST ON LEDGER 3- 8d COMMON TO BEAM BAND JOIST 3 - 16d COMMON TO JOIST BAND J~IST TO: SILL OR TOP PLATE, ROOF _HEATH! G-.'. ........ I JO'NTDESOR,PT'ONI STRUCTURAL PANEL 8d ....... WFCM - SaC NOTES FACE NAIL SEE NOTE:I FACE NAIL FACE NAIL FACE NAIL END NAIL 'FACE~AIL EENOTE:I NAiL NAIL QTY SPACI_NG~ --~ NOTES 4- 8d COMMON ;'"b~ TOEr-- , J01ST, ' NeLL__ 2.8dCOMMON EACH TOE , END NAIL EACH TOE END NAIL EACH TOE ,- 16d COMMON BLOCK NAIL 2- 16d COMMON EACH FACE JOIST NAIL PER TOE JOIST NAIL PER END JOIST NAIL PER TOE NAiL 2-16dCOMMON FOOT SEE NOTE:I CEIL,lNG 'SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING 5d COOLERS ,7~, O.C. WALLBOARD 1_110 C.C. FIELDJ YALL SHEATHING: tNAIL NAIL JOINT DE QTY. SPACING ' STRUCTURAL 8d COMMON g PER TABLE 3,9 PANELS WFCM- SEC 7116" OS~ 3" C.C. EDGE ' PLY~NOOD 6" C.C. FIELD GYPSUM I d 7"O.C. EDGE WALLBOARD 5 COOLERS ' 10,, O.C, FIELD FLOOR SHEATHING: Ir JOINT oESCRiPTio.N~' NAIL I '~T~-- I 1 ORLESS /9dO°MM°NL ,,,o.o.F1EL j NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1 ), Nailing reqmrements are based,on wall sheathing naiad 6" on-Center at the panel edge, If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear caRacities, nailing,requirements fdr structural members shall be doubled, or alternale connectors, such as shear plates, shall be used to maintain Icad path. 2), When wall sheathing is continuous ever connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16~ nail per feet. PLAN ;ONTENT : TOTAL ~. FT. OF OON~UCTION (LIVE LOA¢5 CLi ' TIC DIESIGN NG LOAD CATEGORY , ~S ~BS= I r B , ~EVERE ROOF SHEATHING, RE6 SHEATHING LOCATION 4' PERIMETER EDIGE' ZONE . INTERIO~ Z(ONI~, , ' t~3 I~ESIDENTI,AL ~E$1DENTI,AL D[UELLINd~ ~OOMS (OT~E~ TH~N SLEEPINg) ~OOHS' (SLEepINg) 30 ~TAI~ 40 ' gEE OQNSTf~UCTION ,~NDD ND pATH OC)NNECTION DETAIL P,AC-:E ~ ~ENE~TE 5Eh ~ENE~LN~TE ,aRE F~OO~ PL~ AND ~NpO~ ~, ~ ~EE F~OOR N/A - 5T~N~ 5T[C~ F~E CONSTRUCTION ' & iE,OGRAPHIC DESIGN CRITERIA ' ' ICESHIELB TERMITE DECAY UNDER~EN TEMP. REQUIRED MODERATE 1¢ NONE TO HEA~ MODERATE WiND LOADS: NAIL SBACJ'NG NAIL SPACING,AT INTERMEDIATE AT PANE~ EDGES SUPPORTS IN THE PANEL ~IELD, 8d COMMON ~ 6" O,~. 8d COMMON ~ 12" 8d COMMO 4" O.C Sd 4" NOTES FLOOD HAZaRD_SI '. NOTES SEE NoTEs'~ ,T~ ..... sEE NOTEs', 1 ( BO~H FIELDS · NOTE: 2 tOE PANEL FIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing withiln 4 fearer th~ perimeter edge of the roof, lncJdd]ng 4 feet on each side of the r~of peak, the 4 foot perimeter edge zone a!tachme0ts required shall be used 2). Tabulated 12 inch e,c. nail spapihg assumes sh,e~thlng attached to rafter / truss framing members with G>0 49. For framing members wt~h <0.42<G<0,49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4. inch o,c, nail spacing assumes sheathlbg to rafter / trues framing members with G>0,49. For framing members with 0,42<G"~0.49, the nail spacing shall be reduced to3 inches WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NA~ SPACING: NAIL SPACING AT INTERMED~TE SHEATHING LOCATION AT PANEL EDGES SUPPORTS INTHE PANEL FIELD NOTES · EE NOTES: 1,3( BOTH FIELDS) ~d COMMON,~ 6" C.C. 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD 8d COMMON @ 6" 0.C. L 8d COMMON @ 12" OIC. SEE NOTE: 3 - I - 4' EDGE ZONE INTERIOR ZONE NOT'E THESE NoTEs ARE ONLY TO BE REI~ERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 1 ). For wall sheathing wiithin 4 feet of the cqmers, the 4 fact edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.~. nail Spactn~ assumes sheathing attached to stud framing members with G>0,49. For framing me tubers,w th O 42<G<, the n~il spacings,abel be md~ced ,to 6 inches o c, 3), For e~erlor panel siding, galvin)zed b~x nails,abel b~,perm~ed to be s~bstitut~d for ~mmoh nails. NOTE: . cONTRACTORTO PROVlDESOIL TEST TO VERI EXISTING CON,DITIONS, MiNiuuM 3000 CAPACI . 1), pRbVIDE 518" TYPE-X SHEETRQCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSI 2). USE SIMPSON HANGE~ ANQ ANCHORS WITH Z~M~ TRIPPLE PROTECTIVE COATING FOR CONTACT WiTH 3). INSTALL 1 -Co2 DETECTOR ~N AODIT~ON TO SMOKE ALARMS PER FLOOR drop celtic,s, ~.cov~ )iT[ON,AND ALTEF~ATION$ , I I/41' . ]l'OII JD/MH '[~' : I P~M0VE ~I~TING :[I BL00~ WALL FOUNDATION PLAN SCALE: 1/4" = 1LO' PROJECT NORTH ADDITION AND ALTE~.,ATION5 8OUTHOLD, NY 24, 200'1 114" = I'O" JD/MH NEW BAY WINDOW 7'-9" OFF[CE 7'-2" 2'-8" ,r ENTRANCE BATH DINING GREAT ROOM KITCHEN Gq36 1ST. FLOOR PLANI SCALE: PROJECT 1/4": l'-o' NORTH ,~DDITION ,AND ALTERATION5 50UTHOLI~, NY' Pa. -~ 24, 200'r ~cAL~ I/4" = 2-3042 TEMPERED UNFINISHED STORAGE 1~Q846 _A1-FIC STORAGE 9'-8" 3'-0" 6'-10" BEDROOM TW2~46 7'-1 1/4" 7'-I I/4" WALK-IN CLOSET k MASTER TEMPERED 11'-0" BEDROOM 2ND. FLOOR PLAN SCALE: 1/4": 1'-0' - PRO3ECT NORTH ADDITION AND ALTERATIONS ~OUTI4OLID, N'r' COLUNN~ IMIN.) SOUTH ELEVATION SCALE: 1/4" = 1'-0" Fr~P~CAL) 5/4X6 EAST ELEVATION SCALE: 1/4" = 1'-0" ~_AMENDMENT CHANGE 1 ADDITION AND ALTERATIONS SOUTHOLD, NY {MIN.] NORTH ELEVATION SCALE: 1/4": 1'-0" "DIA. FG. [~YPICAL) STODNE CHIMNEY WEST ELEVATION SCALE: 1/4" = 1'-0" ADDITION AND ALTERATIONS SOUTHOLD, NY 26'-0" 12'-0" GARAGE 45'-3" 25'-7" EXISTING FOUNDATION EXISTING CRAWL SPACE FOUNDATtON VENT NEW CRAWU SPACE 26'-0" 11'-2" FOUNDATION PLAN SCALE: 1/4" = 1'-0' PRO]ECT NORTH AIMENDMENT CHANGE > 3 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCALE 1/4" = 1'0" JD/MH 89'-3" 26,.0, IL HEADER 3'-0" 8'-0" 5'-0" 26'-0" 12'-0" 3 2XB 6'-0" 6'-0" 6'-7 1/2" 4'-10 3/4" 29'-7" 12'-B" 4XEPOST BEDROOM DF#2 POSTS 3'-2" ~ t!,l,' UTILITY ROOM 9'-2 3 BATH ], 7'-4 3/4" 14'-8" 3-2x.~ DINING POSTS G436 13'-s z/2" ; 45'-3" iCOLUNN STEEL 15'-8" 10'-6" GREAT ROOM FWGi2061P4 30" DIA, COLUHN 10'-7 1/2" ; 8'-10 1/2" DECK ABOVE (SEE SECTION) 89'-3" o, 1ST. FLOOR PLAN SCALE: 1/4": 1'-0' PROJECT NORTH AMENDMENT CHANGE> ~ 4 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCA~E 1/4" = 1'0" JD/MH c, AW21 26'-0" 12'-0" 45'-3" AW21 20'-0" UNFINISHED STORAGE 12'-0" 6'-7 'i/2" 7'-0" HIGH PLATE HEIGHT 17'-4" ON, 32'-3" AW21 TW2846 26'-0" POST A'I-[IC STORAGE 12'-8" FL, HDR 3'-4" I 5'-3 1/2" 11'-6" ~R BEDROOr, V MASTER BATH LINEN 2 - TW3046 6'-4 i/Z" 11'-4" WINDOW SEAT 2 - 1-3/4X7-1/4 HL HEADER TEMPERED TEHPERED 2 - TW3046 2 - TW3046 10'-3 1/2" j~ 12'-7" j~ 6'-7 1/2" 45'-3" 2ND. FLOOR PLAN SCALE: 1/4" = l'-o' PRO]ECl- NORTH ~AMENDMENT CHANGE~ .~. 5 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCALE 1/4" = 1'0" ~---- ~ 12~/~ i ~ ~ ~ K I ............. -~,-~,, o... - ......... -X ................................. ROOF PLAN SCALE: 1/4" = 1'-0' PROJECT NORTH ADDITION AND ALTERATIONS SOUTHOLD, NY I July02,2006 ISCALEI/4"=I'O" I JD/MH SILL: (MIN.) 3/4" SUBFLOOR SECTION C-C SCALE: 1/4" = 1'-0" SIDE WAIL 2X6C]~16"0C VENT '8 HL RIDGE 4"SUBFLOOE SECTION A-A SCALE: 1/4" =: 1'-0" VENT F,G, COLUMN AMENDMENT CHANGE~ ~. 7 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCALE 1/4" = 1'0" NEW COLUMNS (MIN.) SOUTH ELEVATION SC/~LE: 1/4" = 1'-0" __ .A~PHALT VINYLSIDING S/4X6 CTYPICAL) EAST ELEVATION SCALE: 1/4" = 1'-0" ADDITION AND ALTERATIONS SOUTHOLD, NY J July02,2006 JSCALEI/4-:I,O,, J JD/MH NORTH ELEVATION SCALE: 1/4" = 1'-0" COLUMN ASPHALT ROOFING; WEST ELEVATION SCALE: 1/4"= 1'-0" s/4x6 AMENDMENT CHANGE-~ ~ 2 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SC^LE 1/4": 1'0" JD/MH 26'-0" 12'-0" 45c3" GARAGE 1' 10' ' 4" , 2' 8 ..... 4'-10)" 25'-7" : -o : L L ' 3 - 2xB GIRDER (EXISTING)//L/~ i _EXISTING FOUNDATION EXISTING CRAWL SPACE FOUNDA~ONVENT NRW CRAWL: SPACE --1 26'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0' )PRO]ECT NORTH 3). NEW FOUNDATION WALLS TO BE 8" THICK POURED CONCRETE AND DANPPROOFED AMENDMENT CHANGE~ .~ 3 ADDITION AND ALTERATIONS SOUTHOLD, NY ,July 02, 2006 SCAL~ 1/4"= 1'0" JD/MH 89'-3" 26'-0" 2- ~'3/4X~'~/8 ML NEADER I, ,I 2'-0" · 8'-O" 3'-0" 26'-0" 12'-0" ] - 2XB t, 6'-0" 6'-0" 6'-7 1/2" 12'-8" BEDROOM UTILITY ROOM 9'-2 3 29'-7" 8'-3 1/2" DF#2 POSTS BATH 7'-4 3/4" .[, 14'-8" 3 - ~-314×11-718 NL FL~]$H HEADER a- 2x,~ DINING POSTS 13'-5 t/2" G436 45'-3" iCO[UMN '6 ,T STEEL ~o'-7 z/2" 15'-8" 10'-6" 5'-2" 3 - TW2852 GREAT ROOM DIA. COLUMN (TYPICAL) 8'-10 1/2" flF ~ (SEE SECTION) ACQ I 6'-0" 6'-0" 89'-3" iST. FLOOR PLAN SCALE: 1/4" = 1'-0' PROIECT NORTH TO BE 2X§DF#2, AMENDMENT CHANGE 4 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCA~E 1/4": 1'0" JD/MH 26'-0" 12'-0" 20'-0" AW21 UNFINISHED STORAGE AW2! 7' 0" HIGH PLATE HEIGHT AW2t 17'-4" 26'-0" DN, 12'-0" 6'-7 AIII~CSTORAGE 12'-8" FL. HDR, 3'-4" 3'-10" LINEN 11'-6" 11'-4" 8'-0" HIGH PLATE HEIGHT -- MASTER BATH 12'-1 1/2" 45'-3" 2ND. FLOOR PLAN SCALE: 1/4"= 1'-0' PROJECT NORTH AMENDMENT CHANGE ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCALE 1/4": 1'1 JD/MH I (T'~.) ..... ROOF PLAN SCALE: 1/4" = 1'-0' PRO]ECTNORTH AMENDMENT CHANG~~ ~.. 6 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCALE 1/4" = 1'0" JD/MH RID~3E SECTION C-C SCALE: 1/4" = 1%0" B" THICK PC FOUNDATION SAMPPROOF EXTERIOR ~TYPICAL) SIDE WALL VENT HEADER 3/4"SUSFLODR SECTION A-A SCALE: 1/4"= 1'-0" AMIENDMENT CHANGE~ .~. 7 ADDITION AND ALTERATIONS SOUTHOLD, NY July 02, 2006 SCALE 1/4" = 1'0" JD/MH