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HomeMy WebLinkAbout42649-Z ��g511FFOc.KCp� Town of Southold 5/22/2019 P.O.Box 1179 a w, 'm 53095 Main Rd �4 �a4�r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40401 Date: 5/22/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 360 Flint St., Greenport SCTM#: 473889 See/Block/Lot: 48.-2-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit Heretofore filed in this office dated 3/28/2018 pursuant to which Building Permit No. 42649 dated 5/4/2018 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: ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND AN UNFINISHED BASEMENT PER ZBA DECISION#7139, DATED 03-15-2018, AS APPLIED FOR The certificate is issued to Nicholson,Bryan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0051 05-13-2019 ELECTRICAL CERTIFICATE NO. 42649 05-02-2019 PLUMBERS CERTIFICATION DATED .05-20-2019 John Feffier u o ' ed Signature TOWN OF SOUTHOLD �� gugt, G BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY y.11pd � �yO� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42649 Date: 5/4/2018 Permission is hereby granted to: Bell, Monay 35 Dwight St 3A Brooklyn, NY 11231 To: construct single-family dwelling as applied for per SCHD &ZBA approvals. 1 At premises located at: 360 Flint St., Greenport SCTM # 473889 Sec/Block/Lot# 48.-2-23 Pursuant to application dated 3/28/2018 and approved by the Building Inspector. To expire on 11/3/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,311.20 CO -NEW DWELLING $50.00 Total: $1,361.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION 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 unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from 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. 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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-Residential $15.00, Commercial$15.00 I Date. � New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 y f-1 lo'k [j/ n P' House No. ` Street Hamlet l Owner or Owners of Property: mziq e ` Suffolk County Tax Map No 1000, Section q9 Block Z Lot Subdivision Gret toor� Vr,\NA► %eY- Filed Map. 361 Lot: g_�_ Permit No. Date of Permit. Applicant: f�� Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appl' ant Signature ®F SO�jg,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ,c® ® y® roper.riche rKED-town.south old.ny.us 0M. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nicholson (Bell) Address: 360 Flint Street City: Greenport St: New York Zip- 11944 Building Permit#: 42649 Section: 4$ Block 2 Lot 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Adventage Electric License No: 3735-E SITE DETAILS Office Use Only Residential X Indoor X Basement X. Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 37 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 13 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 31 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 200a Switches 38 Twist Lock Exit Fixtures TVSS Other Equipment: 4-combination smoke / co detectors, 4-paddle fans, 11-ARC fault circuit breakers, 3-combination GFCI/ARC fault circuit breakers, 1-GFCI circuit breaker,4-bath fans Notes, Inspector Signature: Date: May 2 2019 81-Cert Electrical Compliance Form.xls so�r�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q ly�'OUN�,N� -Uv �.J BUILDING DEPARTMENT TOWN OF SOUTHOLD U, MAY 21 2019 TOWN OF SOUTA10'�) CERTIFICATIO-N Date: a Building Permit No. - �9 Owner: J'✓�CrJ�So�t/ (Please print) Plumber: LS44iy0.- .SQ11/r10J1/5,��0 N FE2�6� (Please print) ' I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) 5{� Sworn to before me this day of Gt 20-13— Notary Public,. -,:54-folk._ :County,• DEBORAH H.VAN DUZM NOTARY PUBLIC,STATE OF NEW YORK Reo&adon No.OIVA6186177 Qualified in Suffolk County ac7 Commission Expims April 28,610 1 C *OF So�lyo * # TOWN OF SOUTHOLD BUILDING DEPT. `y"gum, 765-1802 INSPECTION [ FOUNDATION 1ST A/D [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING rr __,,�� REMARKS: Boo .� H dV'd�;x/ 26 (A 4-Yoclion �0- gv"leTai a I �o✓ - Iip s'o✓I v-JQS Q ,4 r i a✓' . Q. C !42 DATE INSPECTOR &YA-4 SOUTH f # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK D*MDf DATE INSPECTOR g souls # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION ] FRAMI /STRAPPING- [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTZONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 PA . DATE INSPECTOR OE SO(/Tho� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm e�' 76. 5-1802 INSPECTION— z [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 INSPECTOR � • ` g Of OUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [� H PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION j4"CAULKING RE ARKS: n kiD � r DATE �( INSPECTOR soulyolo # * TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / I INSPECTOR Wyo qj �o��OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `�caurm N�' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL N'D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION L ] CAULKING REMARKS: G PvmbA6 Z DATE Y INSPECTOR Hampton Home Performance (631) 594-7101 PO Box 866 -Bridgehamnton,NY 11932 DATE: 4/10/2019 TEST# 04102019B 2015 IECC/2016NY-ECCC 2016 Air Leakage/Blower Door Testing Compliance Letter Home Address Tested: �: Bryan Nicholson ~ _ - 360 Flint Street Y` Greenport,NY 1 44 + Cubic Volume of Conditioned Space. 14,790 cuff Test(s)Performed: Blower IDoor ;:,_, t (f „ '= Must be<or=to 3.00 ACHso ACHso = CFMso x 60/volume 4c tioned space ACHso= 2.60 ACHso = 642cfmso x 60min/hr,/1;4,790 tuft=2.60 ACHso ♦V � 1 Result: PASS Better than code by 2.015,&CC Code minimum or Blower Door Test< 3.00 ACHso Signature fconfirins the validity of the above test results. Attention Building Inspectors: Please do not hesitate to call to Pete Vargo confirm that this test was RESNET Certified HERS Rater #2344429 completed by a third party, PHIUS+Certified Passive House RaterNerifier independent, professional and to BPI-DOE Certified Quality Control Inspector(QCI) verify TEST # and results. BPI Certified Multi-Family Building Analyst Energy Auditor/Building Performance Consultant (570) 490-3928 Energy Star Partner Hampton Home Performance (631) 594-7101 PO Box 866 -Bridgehamnton, AT 11932 DATE: 4/10/2019 TEST# 04102019B 2015 IECC/2016NYY-ECCC 2016 Duct Leakage Testing Compliance Letter Home Address v Tested; Bryan Nicholson 360 Flint Street ,2 Greenport,NY Conditioned Area "` iY Served: 1,740 sqft s Sq.Ft.of area served: 1,740 sqf Test(s)Performed: Duct Leakage Test / ;I.®cation=Attic System serving 2°�floor. Must be<or=to 69.6 CFM25 CFM25 Allowed=Area Served Sq.Ft. /I00 x 4 CFM2s= 63.91 CFM25 Allowed= 1,740 sgft;/V 60'x' 4 cfm = 69.60 CFM25 Result: PASS Better than code by 8'�,_ %. r Signature confirms_the,,validity of the above test results. Attention Building Inspectors: >r wa Please do not hesitate to call to °Varg Pete o RESNET Certified HERS Rater confirm that this test was #2344429 completed by a third party, PHIUS+Certified Passive House RaterNerifier independent, professional and to BPI-DOE Certified Quality Control Inspector(QCI) verify TEST # and results. BPI Certified Multi-Family Building Analyst Energy Auditor/Building Performance Consultant (570) 490-3928 Energy Star Partner 1 1 • • • COMMENTS FOUNDATION(lsT) --------------------------- Kam aim, a ►.► ► . '� �t►� .:7� rte► ROUGH FRAMING& ■ter: r . r L� MY INSULATION . STATE ENERGY �y CODE � *A rJ ARA ADDITIONAL COMMENTS NJ OR A vrj NA � it" TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 j 4 sets of Building Plans TEL: (631) 765-1802 wig Board approval FAX: (631) 765-9502 —Survey Southoldtownny.gov PERMIT NO. [ ` -ask Septic Form --fwAees C.O.Application hermit Examined ,20L Single&Separ to VQAYTV DTruss Identification Form Storm-Water Assessment Form MAR 2 8 2018 Contact: Approved ,20A Mail to: '& A,n WCALason Disapproved a/c BUYL `liNG �'• Vo 6d� 5s S buw-w ;o )\qV l TOWN OF UTHOLD Phone:, 70Z-�'7 9'H(a-7� Expiration ,20 1 BudIn ctor APPLICATION FOR BUILDING PERMIT Date � 2 e ' 201% INSTRUCTIONS 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 throughoufthe 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 described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing,code, and regulations, and,to admit authorized inspectors on premises and in building for necessary inspections. 0 (SignaVare of applicant or name,if a corporation) S OIA�lJ N j 10-71 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises N�(gnm 121;x` (As on the tax roll or latest deed) 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. 1. Location of land on which proposed work will be done: J 10 V F114 House Number Street Hamlet County Tax Map No. 1000 Section Block Lot -23 Subdivision 6rteyi�a<V Dr-WN\a Filed Map No. `36q Lot g5 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy \l hca k- 10 v4 b. Intended use and occupancy 5,�\ -Aq s iagvIC2 3. Nature of work(check which applicable):New Building V---' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee " � �kTo)be paid on filing-this application) 5. If-dwelling, number of dwelling units i Number of dwelling units on each floor ,If garage, number of cars k /!J 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front a ... T d `Rear Depth Height Number of St g ories ` '"`� b� ' :b' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front a ° 10—' Rear 71"10 Depth "(0 Height ;Z% Number of Stories— '2- 9. 9. Size of lot: Front S 0 ( Rear. 15-0 Depth 1)2 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated °'I D 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 from premises? YES ✓NO 14. Names of Owner of premises Address Phone No. Name of Architect _ _ _ _ _ Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet-of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.G. PERMITS MAY B`E R1QUIRED. 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: 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,.PROVIDE A COPY. STATE OF NEW YORK) , SS: COUNTY-OF� a V\ being duly sworn, deposes and,says that(s)he is the applicant (Name of individual signing 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 true 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 +tn day of O irCb 20.15 TRACEY L. DWYER � l oNE)TTATE OF NEW YORK Notary Pu c NO.01DW6306900 , Signature of Applicant s QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2(1]$. BOARD MEMBERS ®�s®UT Southold Town Hall Leslie Kanes Weisman,Chairperson �`� /�® 53095 Main Road-P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 54375 Main Road(at Youngs Avenue) Nicholas Planamento C®USouthold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVE® Tel.(631)765-1809-Fax(631)765-9064 $'515 ah- FINDINGS,DELIBERATIONS AND DETERMINATION A 2 1 2018 MEETING OF MARCH 15,2018 o So hold Town Clerk , ZBA Application#7139 Applicants/Owners: Monay Bell &James Brennan (Brian Nicholson, Contract vendee) Property Location: 360 Flint Street, Greenport,NY SCTM No. 1000-48-2-22.1 &23 SEORA 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 further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 1, 2017 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject property is identified as SCTM Nos. 1000-48-2-22.1 having 11,274 sq. ft. in area, and 1000-48-2-23 having 5,624 sq. ft. in area. Together the parcels measure 16,898 sq. ft., in area and measures 150.00 feet fronting Flint Street, along the northerly property line, 112.50 along the westerly property line, 150.00 feet along the southerly property line and 112.50 feet along the easterly property line. The subdivision Map of Greenport Driving Park" filed in the Suffolk County Clerk's office on December 1, 1909 identifies subject lots as Nos. 85, 87 & 89. Lots 87 & 89 have merged and is improved with a single family dwelling and is identified as SCTM No. 1000-48-2- 22.1 as indicated on survey prepared by John T. Metzger, L.S. , last revised October 5, 2017. Two surveys prepared for SCTM No. 1000-48-2-23, last revised August 4, 2017 and October 5, 2017 , were prepared by John T.Metzger,L.S. The Zoning Board of Appeals held a public hearing on this application on March 1, 2018, at which time written and oral evidence were presented. Pursuant to § 280-11 the Applicant has submitted documentation, to the satisfaction of the Board that these lots were merged consequent to the death of one of the owners. Pursuant to §280-11,the Zoning Board finds that 1. The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood. The subject vacant lot 23 is a 50 foot wide by 112.5 foot deep property that is identical in with and depth to other improved properties on Flint Street. The lot is currently merged with the improved property to the east (Lot 22.1) that consists of two merged 50 foot t Page 2,March 15,2018 #7139,Nicholson/Bell SCTM Nos. 1000-48-2-22.1 and 48-2-23 wide parcels making it currently a triple sized parcel, which is not characteristic of the neighborhood 2. The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation of the map. The subject lots were checker boarded and owned by brother (Hayward Johnson) and sister (Susan Green) and merged upon the death of the brother in 1984. The lots have been passed on from daughter to grand-daughter since the date of merger. The vacant lot 23 is currently unimproved and heavily wooded. 3. The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because it is the same size lot as others in the neighborhood The, Flint Street, the neighborhood is "built out" with lot 23 being the only unimproved lot on Flint Street, and because public water is available on the street. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11,motion was offered by Member Goehringer, seconded by Member Dantes, and duly carried, GRANT THE WAIVER OF MERGER as applied for, as shown on survey prepared by John T. Metzger, L.S. , last revised October 5, 2017 for SCTM No. 1000-48-2-22.1 and two surveys prepared for SCTM No. 1000-48-2-23, last revised August 4, 2017 and October 5, 2017 prepared by John T. Metzger, L.S. SUBJECT TO THE FOLLOWING CONDITION 1. Proof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM No. 1000-48- 2-23 be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dantes,Acampora, and Pla me to. This Resolution was duly adopted (5-0). L_w�c i' Leslie Kanes Weisman,Chairperson Approved for filing c� /�� /2018 Nunemaker, Amanda From: Fuentes, Kim Sent: Thursday,April 19, 2018 3:19 PM To: Nunemaker,Amanda Subject: #7139 Nicholson Waiver of Merger Hi Amanda, In speaking with Bill Duffy today, he indicated that he was satisfied with the deed conveying property to Bryan Nicholson (not yet recorded), as meeting the condition set forth in the ZBA decision #7139 of March 15, 2018. Kim E. Fuentes Secretary to the Zoning Board of Appeals Town of Southold 54375 Main Road Southold,NY 11971 631-765-1809,Ex. 5011 E-mail,kimf@southoldtownn .gov i i I i I 0- i0 TRUE COPY i - iForm 8002—Bargain and Sale Deed,with Covenant against Grantors Acts—Individual or Corporation (single sheet) j CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT--THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE, made the 18th day of April, Two Thousand Eighteen BETWEEN BELL,residing at 35 Dwight Street,#3A,Brooklyn,New York 11231 party of the first part, and BRYAN NICHOLSON, residing at 7310 197th Street, Fresh Meadows,New York 11366 party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, j County of Suffolk, and State of New York, known and designated as Lot #85 on a certain map entitled "Map of Greenport Driving Park, filed 12/01/1909 in the Office of the Clerk of the County of Suffolk as Map#369. Said lot bounded and described as follows: i BEGINNING at a point on the southerly side of Flint Street distant 200 feet westerly from the i corner formed by the intersection of the southerly side of Flint Street with the westerly side of 7t Street; RUNNING THENCE South 06 degrees 53 minutes 30 seconds West, 112.50 feet; I RUNNING THENCE North 82 degrees 46 minutes 10 seconds West, 50.00 feet; i RUNNING THENCE North 06 degrees 53 minutes 30 seconds East, 112.50 feet to the southerly side of Flint Street; RUNNING THENCE along the southerly side of Flint Street, South 82 degrees 46 minutes 10 seconds East, 50.00 feet to the point or place of BEGINNING. I BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated April 24, 2017, and recorded May 4, 2017, in the Office of the Suffolk County Clerk 1 in Liber 12911, Page 297. I I TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said I j I i i I i temises herein granted unto the party of the second premises; TO HAVE AND TO HOLD the p part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. iI AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right I to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. I The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. I IN PRESENCE OF: I i I� MONAY BE f ! i i i I I i t i Old Republic Title Insurance Company Title Number: HTA-4510-S Page 1 SCHEDULE A DESCRIPTION ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York known and designated as Lot#85 on a certain Map entitled, "Map of Greenport Driving Park" filed 12/01/1909 in the Office of the Clerk of the County of Suffolk as Map #369. Said lot bounded and described as follows: BEGINNING at a point on the Southerly side of Flint Street distant 200 feet Westerly from the corn formed by the intersection of the Southerly side of Flint Street with the Westerly side of 7th Street; RUNNING THENCE South 06 degrees 53 minutes 30 seconds West 112.50 feet; RUNNING THENCE North 82 degrees 46 minutes 10 seconds West 50.00 feet; RUNNING THENCE North 06 degrees 53 minutes 30 seconds East 112.50 feet to the Southerly side of Flint Street; RUNNING THENCE along the Southerly side of Flint Street South 82 degrees 46 minutes 10 seconds East 50.00 feet to the point or place of BEGINNING. 1 STATE OF NEW YORK) ) ss.. COUNTY OF SUFFOLK) On the 18th day of April, 2018, before me, the undersigned, personally appeared Monay Bell, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Notary Public WILLIAM H. PRICE,JR. Notary Public, State of New York No. 4$4A914, Suffolk County Term Expires February 28, 2-6z/ TP-584(4/13) New York state Department of Taxation and Finance Recording office time stamp Combined Real Estate Transfer Tax Return, Credit Line Mortgage Certificate, and Certification of Exemption from the Payment of Estimated Personal Income Tax See Form TP-584-1, Instructions for Form TP-584,before completing this form. Print or type. Schedule A — Information relating to conveyance Social security number Grantor/Transferor Name(d indiviEree3AE le initial)(❑ check iEfmcEre1han Eone ntor) 087-62-1605 Q Individual Bell, MonaSocial security number ❑ Corporation Mailing addr ❑ Partnership 35 Dwight City State ZIP code Federal EIN ❑ EstatefTrust NY 11231 El Single member LLC Brooklyn Single member EIN or SSN EJOther Single member's name if grantor is a single member LLC(see instructions) Social security number Granteeffransferee Name 7address ast,first,mid7,nitial) check if more than one grantee) Individual Nichon Social security number ❑ Corporation Mailing❑ Partnership 7310 et State ZIP code Federal EIN ❑ Estatell"rust City NY 11377 ❑ Fresh Meadows Single member LLC Single member EIN or SSN F-1OtherSingle member's name if grantee is a single member LLC(see instructions) Location and description of property conveyed Tax map designatL771 address City,town, or village County Section, block&l (include dots and d 048.00-02.00-023.000 int Street Greenport Suffolk Type of property conveyed(check applicable box) roperty 1 ElOne-to three-family house 5 [1Commercial/Industrial Date of conveyance Pon conveyed whichercentage of i.s Presidential 2 ❑ Residential cooperative 6 ElApartment building (� � 1/:E�la1000 real property —�0 3 ❑ Residential condominium 7 ❑Office building month day year (see instructions) 4 ❑X Vacant land 8 ❑Other k Condition of conveyance(check all that apply) f,❑ Conveyance which consists of a I.❑ Option assignment or surrender mere change of identity or form of a. Z Conveyance of fee interest ownership or organization(attach m.❑ Leasehold assignment or surrender Form TP-584.1,Schedule F) b. ❑ Acquisition of a controlling interest(state ❑ percentage acquired_---%) 9• Conveyance for which credit for tax n.❑ Leasehold grant previously paid will be claimed(attach Form TP-584.1, Schedule G) o•El Conveyance of an easement c. ❑ Transfer of a controlling interest(state d %) h.❑ Conveyance of cooperative apartment(s)percentage transferred p. El Conveyance for which exemption from transfer tax claimed(complete d. ❑ Conveyance to cooperative housing i. ❑ Syndication Schedule B, Part III) corporation j.❑ Conveyance of air rights or q. ❑ Conveyance of property partly within e. El Conveyance pursuant to or in lieu of development rights and partly outside the state foreclosure or enforcement of security k.E3 Contract assignment r.❑ Conveyance pursuant to divorce or separation interest(attach Form TP-584 1,Schedule E) s.❑ Other(describe) For recording officer's use Amount received Date received Transaction number Schedule B, Part 1 $ Schedule B., Part 11 $ Page 2 of 4' TP-584(4/13) Schedule B — Real estate transfer tax return (Tax Law, Article 31) Part I-Computation of tax due 1 Enter amount of consideration for the conveyance(if you are claiming a total exemption from tax,check the exemption claimed box,enter consideration and proceed to Part 174 ..................... ❑ 130000 0 Exemption claimed 1. 0 2 Continuing lien deduction(see instructions if property is taken subject to mortgage or lien)......................................... 3. 130000 00 . . ................................ 3 Taxable consideration(subtract line 2 from line 1) ................................................ .......... . ..... 4 520 00 4 Tax:$2 for each $500,or fractional part thereof,of consideration on line3 ... ................................ 5 Amount of credit claimed for tax previously paid(see instructions and attach Form TP-584.1,-Schedule G) .............. 5. 6 Total tax due'(subtract line 5 from line 4) ............................................................................. .......................... 6. 520 00 Part IT-Computation of additional tax due on the conveyance of residential real property for$1 million or more 1 Enter amount of consideration for conveyance(from Part I,line 1) ........................pro-.............................dui .A) 1. 2 Taxable consideration(multiply line 1 by the percentage of the premises which is residential real property,as shown in Schedule ... 3. 3 Total additional transfer tax due"(multiply line 2 by 1%(01))........................•................••••••••••••..................••"'•....' Part III-Explanation of exemption claimed on Part I, line 1 (check any boxes that apply) The conveyance of real property is exempt from the real estate transfer tax for the following reason: a. Conveyance is to the United Nations,the United States of America,the state of New York,or any of their instrumentalities, agencies,or political subdivisions(or any public corporation, including a public corporation created pursuant to agreement or El compact with another state or Canada)............................................ ............................................................ . ..................................................................................... b. Conveyance is to secure a debt or other obligation........................ .. c. Conveyance is without additional consideration to confirm, correct, modify, or supplement a prior conveyance............................ c El d. Conveyance of real property is without consideration and not in connection with a sale, including conveyances convey.ing. d El................................................. . realty as bona fide gifts ...................................................... ............................................. ... e. Conveyance is given in connection with a tax sale................. .......................................................................... f. Conveyance is a mere change of identity or form of ownership or organization where there is no change in beneficial ownership. (This exemption cannot be claimed for a conveyance to a cooperative housing corporation of real property f El comprising the cooperative dwelling or dwellings.)Attach Form TP-584.1,Schedule F.................................................... g. Conveyance consists of deed of partition......................... .................. ............................................................................................. h F] El In. Conveyance is given pursuant to the federal Bankruptcy Act............................. ....................................... i. Conveyance consists of the execution of a contract to sell real property, without the use or occupancy of such property,or ' ❑ property....................................... the granting of an option to purchase real property,without the use or occupancyof such j. Conveyance of an option or contract to purchase real property with the use or occupancy of such property where the consideration is less than$200,000 and such property was used solely by the grantor as the grantor's personal residence and consists of a one-,two-,or three-family house, an individual residential condominium unit, or the sale of stock in a cooperative housing corporation in connection with the grant or transfer of a proprietary leasehold covering an El individual residential cooperative apartment........................................ ........................................................................................ k. Conveyance is not a conveyance within the meaning of Tax Law,Article 31, section 1401(e)(attach documents k ❑ supportingsuch claim).................................................................................. ............................................. ........ `The total tax(from Part I,line 6 and Part II, line 3 above) is due within 15 days from the date conveyance. Please make check(s) payable to the county clerk where the recording is to take place. If the recording is to take place in the New York City boroughs of Manhattan, Bronx,Brooklyn, or Queens,make check(s)payable to the NYC Department of Finance. If a recording is not required,send this return and your check(s) made payable to the NYS Department of Taxation and Finance, directly to the NYS Tax Department, RETE"Return Processing, PQ Box 5045,Albany NY 12205-0045. Page 3 of 4 TP-584(4/13) Schedule C — Credit Line Mortgage Certificate (fax Law,Article 11) Complete the following only if the interest being transferred is a fee simple interest. I(we)certify that: (check the appropriate box) 1. FX� The real property being sold or transferred is not subject to an outstanding credit line mortgage. 2. ❑ The real property being sold or transferred is subject to an outstanding credit line mortgage.However,an exemption from the tax is claimed for the following reason: ❑The transfer of real property is a transfer of a fee simple interest to a person m persons who held a fee simple interest in the real property(whether as a joint tenant, a tenant in common or otherwise)immediately before the transfer. ❑The transfer of real property is (A)to a person or persons related by blood, marriage or adoption to the original obligor or to one or more of the original obligors or(B)to a person or entity where 50% or more of the beneficial interest in such real property after the transfer is held be oatransferor thetafoor the benefit lat the transferor).orersons(as in the case of a transfer to a trustee for the benefit of a minor or the t ❑The transfer of real property is a transfer to a trustee in bankruptcy, a receiver, assignee, or other officer of a court. ❑The maximum principalrlb the credit line mortgage $3,000,000 or transferred is not principally improvedorwill it be improved by a one-tosix-family owner-occupied residence or dwelling. Please note:for purposes of determining whether the maximum principal amount secured is$3,000,000 or more as described above,the amounts secured by two or more credit line mortgages may be aggregated under certain circumstances.See TSB-M-96(6)-R for more information regarding these aggregation requirements. ❑Other(attach detailed explanation). 3. ❑ The real property being transferred is presently subject to an outstanding credit line mortgage.However, no tax is due for the following reason: ❑ mortgage is being offered at the time of recording the deed. A certificate of discharge of the credit line ❑A check has been drawn payable for transmission to the credit line mortgagee or his agent for the balance due, and a satisfaction of such mortgage will be recorded as soon as it is available. 4. ❑ The real property being transferred is subject to an outstanding credit line mortgage recorded in (insert liber and page or reel or other identification of the mortgage).The maximum principal amount of debt or obligation secured by the mortgage is . No exemption from tax is claimed and the tax of is being paid herewith.(Make check payable to county clerk where deed will be recorded or, if the recording is to take place in New York City but not in Richmond County, make check payable to the NYC Department of Finance.) Signature (both the grantor(s) and grantee(s) must sign) The undersigned certify that the above information contained in schedules A, B, and C, including any return, certification, schedule, or attachment, is to the best of his/her knowledge,true and complete, and authorize the person(s)submitting such form on their behalf to receive a copy for purposes of recording the deed or other instrument effecting the conveyance. /; Title G antor signature Title rantee signature Grantor signature Title Grantee signature Title Reminder: Did you complete all of the required information in Schedules A, B,and C?Are you required to complete Schedule D? If you checked e,f,or g in Schedule A, did you complete Form TP-584.1? Have you attached your check(s)made payable to the county clerk where recording will take place or, if the recording is in the New York City boroughs of Manhattan,Bronx, Brooklyn, or Queens,to the NYC Department of Finance? If no recording is required, send your check(s), made payable to the Department of Taxation and Finance, directly to the NYS Tax Department, REIT Return Processing, PO Box 5045,Albany NY 12205-0045. Page 4 of 4 TP-584(4/13) ment of estimated personal income tax (fax Law, Article 22, section 663) Schedule D - Certification of exemption from the pay Complete the following only if a fee simple interest or a cooperative unit is being transferred by an individual or estate or trust. If the property is being conveyed by a referee pursuant to a foreclosure proceeding, proceed to Part II,and check the second box under Exemptions for nonresident transferor(s)/seller(s)and sign at bottom. Part I- New York State to Form TP-584), you must If you are a New York State resident transferor(s)/seller(s)lfisteders in Scherealdproperty or oope5at veoun t is attachment resident f New York State,each sign the certification below. If one or moreansferors/s resident transferor/seller must sign in the sprovided.ted.if mores pat is needed, please photocopy this Schedule D and submit as many schedules as necessary to accommodate all resident Certification of resident transferors)/seller(s) sferoThis is to certify that at the time of the sale or transfer of the real pay property ed personal ive unit,the tran tax under Tax Law,isect on 663(a)tl ponothe as a resident of New`fork State, and therefore I sale or transfer of this real property or cooperative unit. Date Print full name �/) Signature �1 Monay Bell Date Print full name Signature Date Print full name Signature Date Print full name Signature Note:A resident of New York State may still be required to pay estimated tax under Tax Law,section 685(c), but not as a condition of recording a deed. Part II-Nonresidents of New York State If you are a nonresident of New York State listed as a transferor/seller in Schedule A of Form TP-584(or an attachment to Form TP-584) but are not required to pay estimated personal incomeatax zbecause one of the exemptions bew one of the exemptions below applies to theltransferor(s)/s Iler(s)ethaties under Tax Law, n 663(c), check the box of the appropriate exemption below.If y63. Ech transferors)/seller(s)is not required to pay estimated personal sign n the paceto New York tate under Tprovided Ifamore space)is neededa pleaseresident transferor/seller who qualifies under one of the exemptions below must photocopy this Schedule D and submit as many schedules as necessary to accommodate all nonresident transferors/sellers. If none of these exemption statements apply,you must complete Form IT-2663,Nonresident Real Property Estimated Income Tax Payment Form,or Form IT-2664,Nonresident Cooperative Unit Estimated Income Tax Payment Form. For more information,see Payment of estimated personal income tax, on page 1 of Form TP-584-I. Exemption for nonresident transferor(s)/seller(s) (grantor)of this real This is to certify that at the time of the sale or transfer of the real property or cooperative unit,the mated personal i transferor(s)/seller(s) (g ) property or cooperative unit was a nonresident of New York State,but is not required to pay estimated personal income tax under Tax Law, section 663 due to one of the following exemptions: ative unit being sold or transferred qualifies in total as the transferor's/seller's stu ion principal residence The real property or cooperto- see (within the meaning of Internal Revenue Code,section 121)from Date Dale ❑The transferor/seller is a mortgagor conveying the mortgaged property to a mortgagee in foreclosure, or in lieu of foreclosure with no additional consideration. tes of America, an agency or ty of the state of ❑The transferor or transferee is an age cy or authority of the United age Assoc ation the Federal Home Loan Mortgage Corporation,the(Government National New York,the Federal National Mortg g Mortgage Association,or a private mortgage insurance company. Date Print full name ' Signature Date Print full name Signature Date Print full name Signature Date Print full name Signature • INSTRUCTIONS(RP-5217-PDF-INS):www.orps.state.ny.us FOR COUNTY USE ONLY New York State Department of C1.SWIS Code I , , I Taxation and Finance Office of Real Property Tax Services C2.Date Deed Recorded I Month / Day / Year J RP- 5217-PDF C3.Book I , , , , I C4.Page I , ) i l I Real Property Transfer Report(8/10) PROPERTY INFORMATION 1.Property 360 Flint Street Location •STREET NUMBER 'STREET NAME Southold Greenport 11944 •CITY OR TOWN VILLAGE 'ZIP CODE 2.Buyer Nicholson Bryan Name LAST NAME(COMPANY FIRST NAME LAST NAMEICOMPANY FIRST NAME 3.Tax Indicate where future Tax Bills are to be sent Billing if other than buyer address(at bottom of form) LAST NAMEICOMPANY FIRST NAME Address STREET NUMBER AND NAME CITY OR TOWN STATE ZIP CODE (Only if Part of a Parcel)Check as they apply: 4.Indicate the number of Assessment 1 Part of a Parcel Roll parcels transferred on the deed #of Parcels OR 4A.Planning Board with Subdivision Authority Exists ❑ S.Deed X OR 0.12 4B.Subdivision Approval was Required for Transfer ❑ Property 'FRONT FEET •DEPTH 'ACRES Size 4C.Parcel Approved for Subdivision with Map Provided ❑ Bell Monay 6.Seller •LAST NAMEICOMPANY FIRST NAME Name FIRST NAME LAST NAMEICOMPANY Check the boxes below as they apply: "7.Select the description which most accurately describes the 8.Ownership Type is Condominium ❑ use of the property at the time of sale: El9.New Construction on a Vacant Land C. Residential Vacant LandEl10A.Property Located within an Agricultural District 10B.Buyer received a disclosure notice indicating that the property is in an ❑ Agricultural District SALE INFORMATION 15.Check one or more of these conditions as applicable to transfer: A.Sale Between Relatives or Former Relatives 06/13/2 017 B.Sale between Related Companies or Partners in Business. 11.Sale Contract Date C.One of the Buyers is also a Seiler 04/18/2018 D.Buyer or Seller is Government Agency or Lending Institution *12.Date of Sale/Transfer E.Deed Type not Warranty or Bargain and Sale(Specify Below) F.Sale of Fractional or Less than Fee Interest(Specify Below) •13.Full Sale Price 130, 000 ,00 G.Significant Change in Property Between Taxable Status and Sale Dates H.Sale of Business is Included in Sale Price (Full Sale Price is the total amount paid for the property including personal property, 1. Other Unusual Factors Affecting Sale Price(Specify Below) This payment may be in the form of cash,other property or goods,or the assumption of J.None mortgages or other obligations.)Please round to the nearest whole dollaramount. Comment(s)on Condition: 14.Indicate the value of personal 0 .00 property Included in the sale ASSESSMENT INFORMATION-Data should reflect the latest Final Assessment Roll and Tax Bill 16.Year of Assessment Roll from which information taken(YY) 17 '17.Total Assessed Value 200 "18.Property Class 311 _ "19.School District Name Greenport •20.Tax Map Identifier(s)/Roll Identifier(s)(If more than four,attach sheet with additional identifier(s)) 1000-048.00-02,00-023.000 CERTIFICATION I Certify that all of the items of information entered on this form are true and correct(to the best of my knowledge and bellef)and I understand that the making of any willful false statement of material fact herein subject me to theprovisions of the Renal law relative to the making and filing of false instruments. SELL ER SIGNATURE BUYER CONTACT INFORMATION (Enter Information for the buyer.Note.If buyer Is LLC,soc(ely,association,corporation,joint stock company,estate or entity that is not an individual agent or fiduciary,then a name and contact information of an Individuallresponsible party who can answer questions regarding the transfer must be entered Type or print clearly.) SELLER SIGNATIJR DATE 1 1/ Nicholson Bryan BUYER SIGNATURE LAST NAME FIRST NAME r goo— J v L� •AREA CODE 'TELEPHONE NUMBER(Ex.9999999) BUYER SIGN URE DATE 7310 197th Street 'STREET NUMBER 'STREET NAME I 1 I �' l � r Fresh Meadows NY 11366 •CITY OR TOWN •STATE 'ZIP CODE BUYER'$ATTORNEY I I — Jannuzzi David I 1 LAST NAME FIRST NAME 1 (631) 298-8065 AREA CODE TELEPHONE NUMBER(Ex 9999999) Townships: East Hampton 0 Riverhead 0 Peconic Bay Region Shelter Island 0 Southampton 0 Community Preservation Fund Southold 1 Proceeds of this transfer tax are disbursed to the Townships in which the transaction takes place for its acquisition of land,development rights,and other interests in property for conservation purposes. Please print or - Schedule A Information Relating to Conveyance Social Security Number Grantor73i,5 in iv1 ua;last,first,mi a initial ell, Monay tiQS fXlndividual Social Security Number iling address rporation Dwight Street,#3A artnershipCiy State ZIP code Federal employer ideal.numbe ❑ Other Broolyn NY 11231 _ - -- Grantee` Name(individual;last,firstmiddle initial) Social Security Number ,Nicholson, Bryan 5 3 S- 1 Z (Individual Social Security Number Cor Mailing address ❑ Corporation 7310 197th Street _ Federal em to er ideal.numbe ❑ Partnership City State ZIP`code p y ❑Other Fresh Meadows NY 11366 — Location and description of property conveyed Address Village Town Tax map designation -- ------- Dist Section Block Lot 360 Flint Street Greenport Southold 1000 048.00 02.00 023.000 Type of property conveyed(check applicable box) Dual Towns: Date of conveyance ❑ Improved Vacant land month day year Condition of conveyance(check all that apply) a.fConveyance of fee interest b.-Acquisition of a f. -Conveyance which consists of a mere k.-Contract assignment controlling interest(state change of identity or form of ownership or i. -option assignment or surrender 0 organization m.-Leasehold assignment or surrender n.- percentage acquired /0) or gLeasehold rant C.-Transfer of a controlling interest(state g.-Conveyance for which credit(or tax g percentage transferred %) previously paid will be claimed o. - Conveyance of an easement p. - Conveyance for which exemption is d.-Conveyance to cooperative housing h.-C nv ance of cooperative apartment(s)i. claimed(complete Schedule B.Part II) corporation -�yndeYcation e.-Conveyance pursuant to or in lieu of j. -Conveyance of air rights or development q.-Conveyance of property partly within and partly without the state foreclosure or enforcement of security rights r. -Other(describe) interest - ------ Schedule B - Community Preservation Fund — — ----- Part I-Computation of Tax Due 1 130,000.00 1. Enter amount of consideration for the conveyance(from line 1 TP584 Schedule B) 2 75,000.00 2.Allowance(see below) 3 55,000.00 3.Taxable consideration(subtract line 2 from line 1) q 1,100.00 4.2%Community Preservation Fund(of line 3)make certified check payable to SUFFOLK COUNTY CLERK 5.Property not subject to CPF Tax(See Schedule C) 5 For recording officer's use , Amount received Date received Transaction number Allowance: East Hampton $250,000.00 Improved $100,000.00 Vacant Land(Unimproved) Shelter Island $250,000.00 improved $100,000.00 Vacant Land(Unimproved) Southampton $250,000.00 Improved $100,000.00 Vacant Land(Unimproved) Riverhead $150,000.00 Improved $75,000.00 Vacant Land(Unimproved) Southold $150,000.00 Improved $75,000.00 Vacant Land(Unimproved) 12-0213., Schedule C - (continued) Part it-Explanation of Exemption Claimed in Part I,line 1 (check any boxes that apply) The conveyance of real property is exempt from the real estate transfer tax for the following reason: a.Conveyance is to the United Nations,the United States of America,the state of New York or any of their instrumentalities, agencies or political subdivisions (or any public corporation, including a public corporation created pursuant to agreement or ❑ compact with another state or Canada) El b.Conveyance is to secure a debt or other obligation c.Conveyance is without additional consideration to confirm,correct,modify or supplement a prior conveyance ❑ d.Conveyance of real property is without consideration and not in connection with a sale,including conveyances conveying realty as bona fide gifts e.Conveyance is given in connection with a tax sale f.Conveyance is mere change of identity or form of ownership or organization where there is no change in beneficial ownership. (This exemption cannot be claimed for a conveyance to a cooperative housing corporation of real property comprising the ❑ cooperative dwelling or dwellings.) ❑ g.Conveyance consists of deed of partition h.Conveyance is given pursuant to the federal bankruptcy act i.Conveyance consists of the execution of a contract to sell real property without the use or occupancy of such property or the ❑ granting of an option to purchase real property without the use or occupancy of such property j.Conveyance or real property which is subject to restrictions which prohibit the use of the entire property for any purposes except agriculture, recreation or conservation, pursuant to Section 1449-ee (2) (j) or (k) of Article 31-D of the Tax Law. ❑ (See required Town approval,below) k.Conveyance of real property for open space,parks,or historic preservation purposes to any not-for-profit tax exempt ❑ corporation operated for conservation,environmental,or historic preservation purposes. 1.Other list explanations in space below(Grandfather/Contract) m.Conveyance of real property as a primary residence where the grantee is a first-time homebuyer ❑ (attached approved application) n.Conveyance of real property to a tax exempt,not-for-profit corporation for the purpose of providing affordable housing. o.The conveyance is approved for an exemption from the Community Preservation Transfer Tax,under Section 1449-ee of Article 31-D of the Tax law.(Seej in Schedule C) Town Attorney or other designated official Penalties and Interest Penalties Interest in Daily compounded interest will be charged on the amount of the Any grantor or grantee failing to file a return or to pay any tax with the time required shall be subject to a penalty of 100/o of the amount tax due not paid within the time required. of tax due plus an interest penalty of 2% of such amount of each month of delay or fraction thereof after the expiration of the first month after such return was required to be filed or the tax became due. However, the interest penalty shall not exceed 25% in the aggregate. Signature (both the g rantor(s) and grantee(s) must sign). The undersigned certify that the above return, including any certification, schedule or attachment, is to the best of his/her knowledge,true and complete. �\ 1 11 ran e rantor rantee Grantor 12.0217 09101c9 Scott A. Russell aIDSUFFQ/ STORIM[WA' IE[, SUPERVISOR MA NAtG]EIMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 a - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) MAR-3 0 - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation orf illing involving more than 200 cubic yards of material within any parcel or any contiguous area. C lJ C Site preparation on slopes which exceed 10 feet vertical rise to 100 f eet of horizontal distance. FIB'-ZD Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i 1:1E. Site preparation within the one-hundred-year floodplain as depicted ❑E� on FIRM Map of any watercourse. '. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surface s If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwatcr Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000' Date: Q \ Districtr� NAME. i�r r 1 �Y` J IN 2- 15— [j i b w m Section Block Lot FOR BUILDING DEPARTNIENT USE ONLY Contact Information: 7�?j'37 J ` TelepLanr Numbrr) Reviewed By: dj��J)W.4),A — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — ( n r L Approved for processing Building Permit. tormwater Management Control Plan Not Required. &fty'oor'- I Wig Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M. #: 1000 d s�kCHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) � Q � Stormwater Management Control Plan CHECK LIST NAME: n section Block Lot a S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. 7(Z-31? y677 Date: 116 GG �o The applicant must provide a Complete Explanation and/or Reason for not providing �iynaUnn P all Information that has been Required by the following Checkhsti 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper, a. Location & Description of Property Boundaries b. Total Site Acreage. 0� c. Existing-Natural & Man Made Features within 500 L.F. DRAINAGE IINSRE IONS ARE RE UIRED of the Site Boundary as required by§236-17(C)(2). 765-1560 before d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 0 E)RpfeviGleEpgiper! ion e. Limits of Clearing & Area of Proposed Land Disturbance. Code- f. Existing & Proposed Contours of the Site (Minimum Z Intervals) 0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 0SEDIMENT CONTROLS I. Location of proposed Swimming Pool and discharge ring. �ME71 a include but not be limited to: j. Location of proposed Soil Stockpile Area(s). 0 A well maintained Construction En k. Location of proposed Construction Entrance/Staging Area(s). O Wire Backed Silt Fencing, stabilization 1. Location of proposed concrete washout area(s). 0 Seedingof ex os m. Location of all proposed erosion&sediment control measures. � 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 64 M on-site the run-off from all impervious surfaces generated by a two(2")inch 00 rainfall/storm event. MAY — 4 20 8 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. DEIT. b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. . Infiltration basins,swales,etc.) l'OR ENGiNEERIN ' )EPARTMENT USE ONLY***� -Additional Information is Required. I Reviewed & F-1- Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: s� I ® SMCP has been approved by the Engineering Department. I~ FORM * SWCP Check List -TOS MAY 2014 orBUILDING DEPARTMENT-Electrical Inspecto TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 • �� Southold, New York 11971-0959 Oelephone (631) 765-1802 - FAX(631) 765-9502 o oa '' TOS roger:richest,�a�town.southoldt. us APPLICATION FOR ELECTRICAL INSPECTION. REQUESTED BY: Date:; 1,2- 6 �f8 Company Name: Name: ws - License No.: '? 3 S �� -, email: V-1 -e. Ll° ° ''h2,1 Phone No.; - JOB SITE INFORMATION: (All Information Required) Name: Address: 60 h kx+ 53_. Cross Street: Phone No.: 6'31 s'a 3— 6 - BIdg.Permit P. L12 -GA-9-- - _�- email;- - .... �__^ v` o" �e.ewe Tax Ma District 1000 Sectcon: Block _ :Lot:: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES/ I Do you need a Temp CerOficate?: / NO Issued On ._LG re mp Information: (All Information required) rvice Size P 3 Ph Size: a n° A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -9ndergroun -Overhead Underground Laterals1 2 H Frame Pole Work done on Service? _ Y N.- Additional Information: PAYMENT DUeWITH APPLICATION �p pry? NCD �� o 82-Request far inspecdon Formids i� . o�SUFFOL IrcOG Town Hall Annex �� ¢ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 co _ Southold, NY 11971-0959 • - --- -------- ---- -- --- ---BMJ lLD LN G DEPARTMENT —--- ------- -- ------- - NOTICE OF UTILIZATION OF TRUSS TYPE C(iNSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 12 I Owner: Koyicwi b 1A Location of Property: Seo 51i�& 'Jy ))l-'-l''1. 1660-qd-2-?q Please take notice that the (check applicable-line): o/ New commercial;or.residential structure "Addition to•existinglcommercial or residential structure j RehabilitatibhJo.an existing commercial or residential structure to be,,constructed or performed at the subject property reference above Wil[-utilize (check applicable line): Truss type construction (TT) 7n-T-- Pre-engineered'wood construction (PW) Timber construction (TC) in the folio ing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof.framing (FR) Signature: Name (person submitting this form): 'Brl c,,­, Capacity(check applicable line): Owner ✓' Owner representative TrussReg15.doex Effective 1/1/2015 �K T ,���r ?+'+X+ t � it2 xty xr$ •c t t j?r-F y'+• '' "l°t t sr,�,4� �.,:ti.+,y.^';,,i`hy�g:n'S:,r+, sa``s r t j Lam. 1.•Y ��X f � S.r/-yN �) � "%S r is 7_ r.. 1 k ii { S t C� Y p pry ��4j T x� .• z ,. y 'IT v i t ti' pF SOU�g®l Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'Q ff BUILDING DEPARTMENT TOWN OF SOUTHOLD May 10, 2019 Bryan Nicholson PO Box 555 Southold NY 11971 Re: 360 Flint St, Greenport TO WHOM IT MAY CONCERN: The Fo . g Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: lectrical Underwriters Certificate A fee of$50.00. QA inal Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —42649 — New Dwelling 30 MINIMUM 2 x 2 FENCE F05T VOVEN WIRE FENCE GXG - 10 / 10 WWF) z o o -ILTER CLOTH U N z N CV z SLOPE WBED FILTER CLOTH G�gDE n 4N . G" INTO GROUND 0 411 L J Z L9 p LU NOTE: n 0 MAXIMUM DRAINAGE AREA °- 0 112 ACRE / 100 LINEAR FEET 5ECT1 ON DETAIL U 30' '� ° BUT SUFFICIENT TO KEEP a SEDIMENT ON SITE _ av Q� ❑Q w SILT FENCING CONTINUOUS - - J a :2 AROUND PROPERTY*TOU ¢U _ Q EITHER SIDE OF ENTRANCE ° ' J o W O U oa Otu Zv LLJ LLJ Q oo 0 V) �G� o = z 4~ o J n •' z EROSION &SEDIMENT CONTROLS 0 EXISTING ASPHALT l ' -Shall include but not be limited to: ROAD SURFACE U A well maintained Construction Entranc , z Wire Backed Silt Fencing, stabilization & o Seeding of exposed and/or inactive soils. W � z P LAN V I EW DRAINAGE INSPECTIONS ARE REQUIREDLLJ t Contact TOS Engineering at 765-1560 befo e 0 CLEAN GRAVEL FILL � Backfill, OR Provide Engineer's Certification FILTER CLOTH that the drainage has been installed to Cod UNEXCAVATED SOILU D [ECF0'V[2 z Q z APPROVAL OF STORMWATER MANAGEMENT LIAR 2 9 2018 DD CONTROL P N -To Cod ha ter 236 Date: 5 3 PAGE: Approved b : EUMI"G DEQ. TOWN W SOUMOLD Ula'•"`- , R/ZED ALTERAT/ON 09/10,917-10M70 7-1-115 DRAW/NG AND RELATED DOCUUM-5-- • V10LAr1ON OFSEC. 7209 OF THE N.Y.S. EDUCARON LAW �4 4 (LINT STREET "ION TRUCKS, TOOLS, ETC. TO TRENCH DRAIN ROPERTY HERE. 58G°42' 1 Ot 50.051TE (EL. 14.0) SCALE: TEST HOLE A5 DONE BY McDONALD G OS IENCE 5CTM CONSTRUCTION JUNE 22, 2017 ; Inform O BE R.C.A. FILL Y' APPROX. LOCATION i �' by Pec KISTI NG GRADE. TO BE - _ OF SCHS APPROVED r N_ UPON COMPLETION OF _ � _ N SEPTIC FIELD AS DESIGNED ; — dated `JSTRUCTION; FIRST 10' f W _ N BY JOHN METZGER, p i �Y WILL REMAIN AS BASE PECONIC SURVEYORS m PROPS � i O :ENTRY APRON } CONSTRUCTION ; Zone f - ' - AG f N REQ' _ W W CONCRETE WASHOUT �n EX15tln ?(VEWAY FROM PAVED - 1,0 BE DIRT PEA STONE _ W W _ Propo CENTER } _ _ ` IT (W COVERED oL TOTAL PRDPO ED PORCH FINISH D i VVELOPE- } - pRIVEWAY r ,rage Setbacks i Y - Area c Newl i. Patio f (FIRST FLOOR EL. I G.5) "SITE PROTECTION: j f � Extent ALLED-PRIOR TO i ."Of CONSTRUCTION- ► i s ARouND SITE- FROP05ED - - T - InclUd- 'Z";OMPLETION j 2 5TORY ° T DRYWELL f NEW HOUSE m r 51 LT F - i t - } i T TE51 G.22. T f 18'-0" 10'- I i } i i r f BUILDING ENVELOPE T iTi KPILE DURING •- •` '-`•`- ►,N FOUNDATION .•.-.•:-:•:•.• • ••• •• • •. ' ;TION. TO BE •.` ` ` _• } J,TED AROUND HOUSE ! -� ;•;�� • - ' -OVAL TO BACKFILL } `• •: :•:•:•.• .•.-�-:•. _ { f • - -. • : - b : - DRYWELL2 . . . . . Ln Ln Ln W .•.•.•. . m cri o (EL. 15.0) N8G04 2' 10"W 50.0' ;OOF DETAILS: OTE: ,ntinuou5ly around; Flint Setback Calculations Lot Setback 29 Vacant 28 76.00 27 34.00 26 33.70• ✓ l��— C '1� f�'�CT 25 28.00 ✓ 24 35.00 V 23 Proposed ` 22.1 35.00 ✓ 20 0.00 1 X/ 18 13.00 Average 31.84 0 SURVEY OF PROPERTY at GREE1VP®RT 1 TOWN OF ,SO UTHOLD ,SUFFOLK COUNTY MY 1000-48-02-23 SCALE: 1'20' JUNE 29, 2017 JUL Y 10, 2017 (PROPOSED MOUSE) JULY 26, 2017 (CER7IFICA710NS) AUGUST 4, 2017 (REWSIONS) OCTOBER 5, 2017 (REVISIONS) SEPTEMBER 26„ 2016 (FOUND. LOC.) L 'Qr�,,V 9 r LOT NUMBERS REFER TO "SUBDIVISION MAP OF GREENPORT DRIVING PARK' 1 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 1, 1909 AS FILE NO. 369. SEP 2 7 2018 PREMISES ALSO SHOWN ON MAP FILED SEPTEMBER 22, 1913 FILE NO. 303 p �5 EL.14 g,7p AYTR ►�� w (PURL I G WA TER IN V — w w STREET) EL.13.9 „ . z5b (APRpXIMAT LOCATION)-- w w AG N.l EDGE OF PAVEMENT = Cf> ��nn 0 UTILITY t4.7 ��V.�0 POLE PIPE 200.00, ri P0 I DFGr omrvy 10,-2' 21.9' - \3 Z z LOT Z U o M I-I�JS OJO 4.3' i! W 17.9' 21.9' M t LOT 8 _- _ _ __-- s.o W Cl 0 LOT 85� Cl z ,U %n FECOR 0.9N.9N. - STOCKADE FENCE FE 0 C LOT 72 i EL-14.6 �8' '100W 2 fN 5Q EL.15.0 ` LOT C7'-`� I LOT(Z4) • = PIPE ® = TEST HOLE ELEVATIONS ARE REFERENCED TO NAVD 1988 The location of public water, wells and cesspools shown hereon are from field observations and or from data obtained from others. I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND OF mEJV g-p CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS -c;4' FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY 7HE E��' COND177ONS SET FORTH THEREIN AND ON THE PERMIT TO �9 CONSTRUCT. ADD177ONALLY TO COMPLY WITH SAID LAW THE TERM "ALTERED BY" MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF AN07HERS SURVEYORS MAP.TERMS SUCH AS "INSPECTED" AND DBROUGHT-TO- DATE" ARE NOT IN COMPLIANCE W/TH THE LAW. .Y.S. LIG. NO. 49618 � ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION PEGONII SUi�VEYORS, P.G. 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION \ 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP (631) 765-5020 FAX (631) 765-1797 AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED P.0 130X 909 SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. AREA=5,624 SQ. FT. 1230 TRAVELER STREET 5OUTHOLp, N.Y. 11971 17—®6l q�)19 I Ci J�( SCDHS REF# R10-17-0051 SURVEY OF PROPERTY. - -- -- -- ---- - - a t GREENPORT FSUFFOLKc®Unl�r®��A��M��T®��EAL�SE1�vI°Eq TOWN OF SOUTHOLD R°A s NGLEFAMILY RESIDENCE ®R SUFFOLK COUNTY, N. Y.3 20tg H.S.Ref.No.�I D v l7 aD�l 1000-48-02-23 The sewage disposal and water supply facilities at this location have been SCALE: 1'-20' Inspected and/or certified by this Department or other agencies and found to JUNE 29, 2017 be satisfactory FOR A M1MUM � BEDROOMS. JUL Y 10, 2017 (PROPOSED HOUSE) JULY 26, 2017 (CER 77RCA 77ONS) AUGUST 4, 2017 (REVISIONS) Craig Krlepper, P.E., Chief OCTOBER 5, 2017 (REVISIONS) L :_.�ffjna n_f Ivy 071-C'P1tj - SEPTEMBER 26„ 2018 (FOUND. LOC.) APRIL 26, 2019 (FINAL) LOT NUMBERS REFER TO "SUBDIVISION MAP OF GREENPORT DRIVING PARK" - FILED IN THE SUFFOLK COUNTY-CLERK'S OMCE ON DECEMBER 1, 1909 AS FILE NO. 369. PREMISES ALSO SHOWN ON MAP FILED SEPTEMBER 22, 1913 FILE NO. 303 EL.14.1 FLINT g® � STREET w w `w (PU6L IG WA TER w IN STREET) EL.13.q �t GURB (APRpxIMATE w w � ff 25 WATER L0GATION) w w 39� APA-4k METER ED&E OF PAVEMENT 74 co Gies _ 58246'10"E UTIurY SEPTIC LOCATION DWY. 0.2'WWF�T 14.7 50,O _ _ POLE ■A■ ■B■ PIPE >- Q rn ST 14' 19' -i > LP1 LP2 REAR a it 5. OVIE 30' 26.5' ¢> o MIN. 200.00' LP2 26' 34' �0 o N b MAY 2 1 2019 30' SETBACK N STAKE SET W R/0 _ ONLINEO PWOOD ORCH 0 O ST DWY. 0.2'W 1 "----. /-30' SETBACK ®F S® DECK 10� STAKE.SET ONLINE 0.11 ■ ■ _ B 22.1' ■A■ �..� FEN.COR. 0.4'E W ILLQ Lil '— I DW FP'. Lor g3 3 o ^ \'-�' HOUSE FEN.COR. 1 7'� �� N 2 Lt 0.1'W DW �° n1 �` ❑AC LOT r, `17.s22.1' t 87 0 WOOD CE 3 w w STEPS S70NE ^ N z Y PEBBLES a Z o ov 04 EDGE y o � y SETBACK LOT5 e`u/G STAKE SET PROPANE F�GOR ONLINE TANK 100' SETBACK 2Zow. FEN.COR. STAKE SET ^ - 0.9N 0.3'E ONLINE KEY 0.6'N STOCKADE FENCE 0.2W R. Q = REBAR LOT 2 EL.14.6 o.2'W r50.M1 0.7'N ® WE W Lor 03 EL.I5.0 = STAKE I - LOTC7�) = TEST HOLE • = PIPE 1 ■ = MONUMENT WETLAND FLAG cjo_� = U77LI TY POLE ELEVA77ONS ARE REFERENCED TO NA VD 1988 The location of public water, wells and cesspools shown hereon are from Field observations and or from data obtained from others. ��OF NEW I AM FAMILIAR W17H 7HE STANDARDS FOR APPROVAL AND SAP TME `I'®� CONS7RUC7/0N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY 7HE CONDITIONS SET FORTH THEREIN AND ON 774E PERMIT TO s CONSTRUCT. $g ADD177ONALLY TO COMPLY WITH SAID LAW THE TERM "AL7ERED BY" MUST BE USED BY ANY AND ALL SURVEYORS U71UZING A'COPY OF AN07HERS SURVEYORS MAP.7ERMS SUCH AS "INSPEC7I=D' AND "BROUGHT-TO- DATE" ARE NOT IN , o,4915As, `�- COMPLIANCE WITH THE LAW. `�, , IG. NO. 49616 ANY AL7ERA77ON OR ADD1770M TO THIS SURVEY IS A 140LA77ON OF SECTION PEGONIG'SURV R5, P.G. 72090E THE NEW YORK ST47E EDUCA77ON LAW. EXCEPT AS PER SEC77ON (631) 765-5020 FAX (631) '765-1797 SION 2. ALL EON 5OU TR AND9COPIESI W7HEREOF ONLY IF SAID MAPS ORRCOPIESRBEAR THE IMPRESSEDAFOR THIS P AREA=5,624 SQ. FT. P.O. TR 909 SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. - AVELER STREET 17-061 SOUTHOLD, N.Y. 11971 REScheck Software Versi®n 4.6.3 Compliance Certificate Project Nicholson Residence r Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area. 1,740 ft2 _ Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Flint Street Dwyer Design Consulting, Inc. Greenport, NY Southold, NY - compliance- 8.0%Better Than Code Maximum UA- 288 Your UA. 265 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Arba or 114,,-Foctor UA Rerimiattir Floor 1:All-Wood joist/Truss:Over Unconditioned Space 870 30.0 00 0.033• 29 Wall 1: Wood Frame, 16" D.C. 2,122 18.3 0.0 0.061 109 Orientation: Unspecified Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 275 0.300 83 SHGC: 0.28 Orientation: Unspecified Door 1:Solid 20 0.300' 6 Orientation: Unspecified Door 2: Glass 40 0.310 12 SHGC: 0.24 Orientation. Unspecified Ceiling 1: Flat Ceiling or Scissor Truss 870 38.0 00 - 0.030 26 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Nicholson Residence Report date: 03/29/18 Data filename: C:\Users\Absolute#2\Documents\REScheck\nicholsonFLINT.rck Pagel of 9 1 I�(JREScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software, Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section •'plaris'�Verifled Meld Verified # Pre-lnspt:ction/Flan Review. Value Value Complies?-, . Com nts/Assumptions 103.1, :Construction drawings and ;P s❑Complies 103.2 documentation demonstrate € =❑Does Not [PR1]1 ;energy code compliance for the f •.« '# 0 :building envelope.Thermal ❑Not Observable 3 envelope represented on ❑Not Applicable ;construction documents. 103.1, 'Construction drawings and -- �❑Complies 103.2, :documentation demonstrate ° =❑Does Not 4037 ,energy code compliance for [PR3]1 ;lighting and mechanical systems. ;' ;, []Not Observable 'Systems serving multiple 3 " " ❑Not Applicable , ,dwelling units must demonstrate # ,compliance with the IECC n :Commercial Provisions 302.1, ` Ai Heating and cooling equipment is Heating: Heating. ;❑Complies 403.7• !sized per ACCA Manual S based Btu/hr : Btu/hr UDoes Not JPR2]2 ;on loads calculated per ACCA Cooling. Cooling. ,❑Not Observable IManual J or other methods Btu/hr Btu/hr ! ❑Not Applicable approved by the code official. t Additional Comments/Assumptions: 1 High Impact(Tier 1) _r21Medium Impact(Tier 2) Y��Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 03/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\nicholsonFLINT.rck Page 2 of 9 Section # Foundation Inspection Compiles? Comments/Assumptions &Re .ID 303.2.1 'A protective covering is installed to ❑Complies [F011]2 ,protect exposed exterior insulation ❑Does Not E ; and extends a minimum of 6 in. below ; `grade. ❑Not Observable: ❑Not Applicable 403.9 ;Snow-and ice-melting system controls ❑Complies [FO12]2 3 installed. =❑Does Not ❑Not Observable; 'f ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 03/29/18 Data filename: CAUsers\Absolute #2\Documents\REScheck\nicholsonFLINT.rck Page 3 of 9 SectionPllans 'Verified, Field Verified,# Framing I.Rougb-lh Inspecti6n • Complies? Comments/Assumptions t Ike .t€3 Value value 402.1.1, !Door U-factor U- U- ❑Complies See the Envelope Assemblies 402.3.4 f❑Does Not table for values [FRl]1 ' ' y ❑Not Observable ' ❑Not Applicable 402.1.1, ;GlazingU-factor(area-weighted U- U- !F-]Complies ,See the Envelope Assemblies 402.3.1, average) ❑Does Not table for values. 402 3.3, ; 402.3.6, E :❑Not Observable ° 402.5 ! ,❑Not Applicable [FR2]1 303.1.3 'U-factors of fenestration products i '❑Complies [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table L ❑Not Applicable ; 402.4.1.1 'Air barrier and thermal barrier ;❑Complies [FR23]1 installed per manufacturer's : I�❑Does Not instructions. I I - - ;❑Not Observable r „(❑Not Applicable 402.4.3 ;Fenestration that is not site built ; ::❑Complies [FR20]1 !is listed and labeled as meeting (❑Does Not 1AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ' ;or has infiltration rates per NFRC € :400 that do not exceed code ` ❑Not Applicable limits. 402.4.5 _SIC-rated recessed lighting fixtures ),[]Complies [FR1612 :sealed at housing/interior finish I {❑Does Not I ;and labeled to indicate s2 0 cfm E, leakage at 75 Pa I, ❑Not Observable . {❑Not Applicable ; 403.2.1 ;Supply and return ducts in attics % 10Complies I [FR12]1 'insulated >= R-8 where duct is ;❑Does Not 00 l>= 3 inches in diameter and >_ ; x, ❑Not Observable ;R-6 where < 3 inches.Supply and}'. ❑Not Applicable , return ducts in other portions of !the building insulated >= R-6 for > , ;diameter>= 3 inches and R-4.2 for<3 inches in diameter. 403.3,3.5 ;Building cavities are not used as ;❑Complies [FR15]3 !ducts or plenums. =❑Does Not } ;❑Not Observable { ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- '❑Complies [FR17]2 ;above 105°F or chilled fluids ❑Does Not ° ;below 55°F are insulated to>_R ! ;❑Not Observable ❑Not Applicable ' 403.4.1 ;Protection of insulation on HVAC g❑Complies [FR24]1 piping. :❑Does Not t ;• {❑Not Observable I I❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- ; R- '❑Complies [ER1812 {?R-3. ❑Does Not _ } ; F❑Not Observable ' _ ❑Not Applicable 4016 Automatic or gravity dampers are', _ :❑Complies [FR19]2 ;installed on all outdoor air ;❑Does Not ,intakes and exhausts. ' ?❑Not Observable 3 x ❑Not Applicable 11 High Impact(Tier 1) JMediurn Impact(Tier 2) 3 1 Low Impact(Tier 3) ; Project Title: Nicholson Residence Report date: 03/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\nicholsonFLINT.rck Page 4 of 9 Additional Comments/Assumptions: P i 1 High Impact(Tier 1) �2', Medium Impact(Tier 2) 3 Low Impact(Tier 3) j Project Title: Nicholson Residence Report date: 03/29/18' Data filename: C:\Users\Absolute #2\Documents\REScheck\nicholsonFLINT.rck Page 5 of 9 1 section .Plans"Verified. Meld Verified # lnsul4lon lnspectlon Value; Value Cu pilus? Comments/Ass ifiptions . &Re .119 .. ' 303.1 All installed insulation is labeled ate` " ❑Complies ^ [111113)2 r 'or the installed R-values i D❑Does Not S F ;provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ,❑Complies :See the Envelope Assemblies 402.2.6 ❑ Wood 1[-1Wood :❑Does Not Stable for values. [IN111 ❑ Steel ❑ Steel ;❑Not Observable ' ❑Not Applicable 303.2, (Floor insulation installed per i " ' ❑Complies 402.2.7 :manufacturer's instructions and `' - ``Y "' ,❑Does Not [IN211 :in substantial contact with the : . w '°' °°` '° "3 ' underside of the subfloor, or floor;: (❑Not Observable ; :framing cavity insulation is in t,. ,❑Not Applicable ;contact with the top side of K.••T < m.i. 3 :sheathing,or continuous •`' `insulation is installed on the underside of floor framing and ; ,extends from the bottom to the :top of all perimeter floor framing :members. 402.1.1, 'Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ;❑ Wood ;❑ Wood ;❑Does Not ;table for values 402.2.6 . (wall insulation on the wall ;EJ Mass mass ❑Not Observable [IN311 ;exterior,the exterior insulation :requirement applies(FR10). ;❑ Steel z❑ Steel :❑Not Applicable q 3 ; S f t t 303.2 ,Wall insulation is installed per £❑Complies [IN411 :manufacturer's instructions. i „ N ❑Does Not ❑NotObservable A " J❑Not Applicable f Additional Comments/Assumptions: 1 High Impact(Tier 1) 2;. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 03/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\nicholsonFLINT.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Previsions' Complies? Comments/Assumptions &tie .10 Value Value.,' 402 1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values 402 2.2, ❑ Steel ❑ Steel ❑Not Observable 4022.6 ❑ [FI1]1 Not Applicable i f t 303.1.1.1, ;Ceiling insulation installed per 5❑Complies 303.2 ;manufacturer's instructions. ,y ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2 ; • J❑Not Observable , u❑Not Applicable 3 __ 402.2.3 ;Vented attics with air permeable I -. -'j❑Complies [F122]2 ,]insulation include baffle adjacent ❑Does Not ;to soffit and eave vents that ;extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ❑Complies [F1311 :insulation ?R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 , Fach in Climate Zones 1-2, and !❑Does Not :<=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 4032.3 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ❑Complies [F14]1 ;cfm/100 ft2 across the system or ft2 ft2 ,❑Does Not <=3 cfm/100 ft2 without air ;❑Not Observable , '.handler @ 25 Pa. For rough-in ; ;tests,verification may need to ; ,❑Not Applicable !occur during Framing Inspection. 40332 Ducts are pressure tested to cfm/100 cfm/100 ;[]Complies [FI2711 "determine air leakage with ft2 ft2 ;❑Does Not either- Rough-in test:Total ; ;leakage measured with a ;❑Not Observable !pressure differential of 0.1 inch ; ,❑Not Applicable ;w.g. across the system including ! ;the manufacturer's air handler ; enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ; ;pressure differential of 0.1 inch ;w.g. across the entire system ,including the manufacturer's air "handler enclosure 403.3.2.1 ;Air handler leakage designated ; w ;❑Complies [FI24]1 :by manufacturer at<=2%of '❑Does Not ' ;design air flow. ❑Not Observable E]Not Applicable 4011.1 ;Programmable thermostats ?❑Complies [FI912 "installed for control of primary („ '❑Does Not ;heating and cooling systems and ;initially set by manufacturer to ;❑Not Observable , "code specifications. I' ;❑Not Applicable ' 403.1.2 ;Heat pump thermostat installed ❑Complies ["110]2 fon heat pumps. i; 4❑Does Not ;❑Not Observable 1❑Not Applicable 403.5.1 ,Circulating service hot water _{❑Complies [FI11]2 'systems have automatic or s =❑Does Not "accessible manual controls. t J❑Not Observable ' :❑Not Applicable High Impact(Tier 1) —� 2 -Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 03/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\nicholsonFLINT.rck Page 7 of 9 Section , > j?[aras Verb(" ' Field 4eritled # )F>nal°Inspection Provisions' ` Value Value Complies? Comments}Assumption Sc Re .IE). •' 40.6-1 , All mechanical ventilation system , - o _ -. ❑Complies , [FI25] ifans not part of tested and listed f F 'q❑Does Not HVAC equipment meet efficacy , " „ , w i❑Not Observable 'and airflow limits. r.: 1❑Not Applicable 403.2 . °`;Hot water boilers supplying heat w ='' ❑Complies [FI26]2 , through ane-or two-pipe heating 6 ;' '❑Does Not ;systems have outdoor setback - �Icontrol to lower boiler water ❑Not Observable ; --temperature based on outdoor b vn ❑ #' Not Applicable ;temperature. ,.>, 403.5.1.1 ,Heated water circulation systems ; ,,. r'-.,:, "' t❑Complies [FI28]2''- shave a circulation pump.The ❑Does Not ; asystem return pipe is a dedicated i. return pipe or a cold water supply = ' _' re' ❑Not Observable pipe. Gravity and thermos- "" i❑Not Applicable 1 ;syphon circulation systems are 'not present. Controls for ;circulating hot water system 1 „ ;pumps start the pump with signal 3 ,for hot water demand within the c 3 occupancy. Controls automatically turn off the pump s jwhen water is in circulation loop ;is at set-point temperature and Ino demand for hot water exists. " 4035.1.2 ;Electric heat trace systems �❑Complies ; [F129]? comply with IEEE 515.1 or UL Iy., '' ❑Does Not 1515. Controls automatically ^' g .adjust the energy input to the n K '; I❑Not Observable Sheat tracing to maintain the € ,f i❑Not Applicable 3 ;desired water temperature in the R piping 403:5.2• ;Water distribution systems that i" 3. i❑Complies ; '[F130F ihave recirculation pumps that ❑Does Not ;pump water from a heated water j „.' ;supply pipe back to the heated `. ❑Not Observable ; "iwater source through a colder, x ❑Not Applicable !water supply pipe have a , jdemand recirculation water " system. Pumps have contrdis . that manage operation of the :x .' •y ';pump and limit the temperature 1'°°3-5-�`>�° f !of the water entering the cold -water piping to 1049F. 403.5:4•,, Drain water heat recovery units I.ElComplies [FI31F° ;tested in accordance with CSA [ ❑Does Not 855.1. Potable water-side I ;pressure loss of drain water heat ' % , _ f❑Not Observable ; recovery units< 3 psi for ❑Not Applicable lindividual units connected to one j .,or two showers. Potable water- pressure ater side pressure loss of drain water ",heat recovery units <2 psi for individual units connected to i a 'three or more showers. 404.1 ,75%of lamps in permanent du;x:-'a �❑Complies [FI6]1 fixtures or 75%of permanents �❑Does Not ;fixtures have high efficacy lamps.{ M., ;Does not apply to low-voltage _a,h e'❑Not Observable lighting. S fr❑Not Applicable 404.1.1. .,Fuel gas lighting systems have £ €❑Complies [FI23]3 .no continuous pilot fight. s.r ❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Nicholson Residence Report date: 03/29/18 Data filename: C:\Users\Absolute #2\Documents\REScheck\nicholsonFLINT.rck Page 8 of 9 . . ^ ` # Final Inspection Provisions , Plans Verified Field Verified mplies? Comments/Assumptions Req.ID Value Value FC10 4013 Compliance certificate posted. 'ElComplies Not -[]Not Observable E]Not Applicable 303.3 Manufacturer manuals for W11813 :mechanical and water heating 'E]Does Not ,systems have been provided. E]Not Observable ENot Applicable AdditionaUComments/Assumptions: ' mpact(Tier 1) 2.1medium Impact(—er 2 3 Low Impact Tier 3` - . . Project Title: Nicholson Residence Report date: 03/29/18 Data fi|ename: C:\Users\Abso|ute #2\Documents\REScheck\nicho|snnFUNT.ok Page 9of 9 pKop05FQ SEPT G SYSTEM KA I N RUNOFF C-ONTA I NMENT OF HEALT1.1 SERYTCES) 4 DEDKOOM HOUSE p"my re c SURVEY OF PROPERTY HOU515 977 5Q. FT Q*V a. 1 , . �, FR r OA lN ri L"r"F.'�t�gl' 977 X I X 0.17 - 166 CU. FT. PRECAST 1000 GALLON SEPTIC, TANK a t GREENPORT 1E -2.01 DRIVEWAY z 666 5Q. FT 2-6 LEACHING POOLS 6' DEEP ,^ Allif - oc,/J-/ 666 X 0.6 X 0.17 - 91 CU. FT. WITH 3' SAND COLLAR 3' MIN. ABOVE - --I- TOWN OF SOUTHOLD I ATF PP -F-a;b� GROUND WATER OVED 256 CU. FT. FOR Pt4m SUFFOLK COUNTYp N. Y. /22.3 11.5 V.F. 256 1000-48-02-23 PROVIDE (2) DKYWELI-5 6't X 12' TOTAL DEPTH OVA L OR EQUAL SCALE: 1'=30' JUNE 29, 2017 C)KYWELL5 CONNEGTEC) TO HOUSE WITH LEADERS 666.5 5Q.FT. HOUSE)yx C�A ,I--'ll JULY 10, 2017 (PROPOSED l uco JULY 26, 2017 (CER 77RCA 77ONS)' J I ' GY:.I AUGUST 4, 2017 (REVISIONS) ui LOT(5) Lj- LOT@ LOT 82 1 LOT VACANT DWELLING I LOT P«LIG WATER I DWELLING PU6L'rl WATER DWELLING "LIC, WATER l NT v v(PU5L I C A 160.00 WA TER I REP.J. C v - N 5,TPEE ETEI-11-1 Roxlll/oso.()O. v — v 1$0.()0# -501.00 15 4 58 EDGE OF FAVEWEW OLMLITY 50.( 5ENT POLE Ig )o >-PIPE in IPE Iri Ll TE5T HOLE ;o EL 00 mbo. X W . It t I �-: i 1 1 45.()0- LOT LOTI 1 0 r 05T 11 r. 0-51E 55.00- @ 6 I te 11 LOT(@81 F% HOU FR. LOT 83 DWELLING HOUSE Cb I "Llrl WATER 11 , "or LOT @ I Ow FR LOT HOUSE W/6RA-M: STOMR f0b�E LOT 809 FR. aj ER WA DWELLING IGLIW D IWWA TER ft' WATER DWELLIW DPUBLIC I DWELLlh6 PU"LIC 7 1 Rb DWELL -7 9 ftA5L�fr, two jn WATER PU15LIr, WATER ' a I 24 ?'U"l- WATER LOT e85 LOT(B T VAG T PROPERTY PATE& .23 ZONE K-40 5 1E -OT AREA, 5624 5Q.FT. I E:[-k6 FEWE EXISTING L ID LEI PROPOSED NEW HOUSE' 977 5Q.FT I LOT72EL15.0 (WITH ENTRY PORCH I I DWELLING I @ LOT 73 -7 0 LOT 5@6 1 1 PUBLIC WATER PD -LING QT(274�TOTAL LOT GOVERAC-7151- 11AX ELLIW LOT(275� DWELL I WATER vIW,7 AREA OF CON5TKUCTION INC, U215-5' PL)DL'(, WATER DWELLIN6 ftJl5LIC, WATER -C)P PU5LIr, WATER NEW HOU5E, ENTRY PORCH + DRIVEWAY PATIO ON GRADE I- __ EXTENT OF LAND 015TUKDANCE, 3000 -50.FT.+/- INCLUDING STRUCTURE, EXCAVATING, 5EPTIC, ETC. *TO DE CONTAINED FULLY BEHIND SILT FENGIN& CERTIFIED TO' BRYAN NICHOI-50N 4) - PIPE TEST HOLE DATA McDONALD GEOSCIENCE OLE) REPUDLIC, NATIONAL TITLE IN5UKANCE COMPANY - TE5T HOLE 06122117 EL. 15.2' F23 ] - TAX MAP ------- DARK BROW LOAM OL BROW SILTY SAND SM ELEVATION5 ARE REFERENCED TO NAVD 1966 ------ 4' 1 AM FAMILIAr WITH THE STANDARDS FOR APPROVAL AND C,MTRUC,T104 OF 51.55L)RFAGE 5EWA&E 0151`05AL SYSTEMS FOR LOT NUMDEK5 REFER TO "9JDDIV1510N MAP OF (7KEEWSINGLE FAMILY RESIDENCES AND WILL ABIDE DY THE CONDITION5OKT DRIVING PARK" PALE BROWN nNE TO COARSE SAND SW SET FORTH IHEKEIN AID ON THE PERMIT TO CONSTRUCT. cl� FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DEGEMbElk 1, 1909 AS FILE NO. 369. AL50 SHOWN ON MAP FILED 5EPTEM15EK 22, 1913 FILE NO. 303 PREMISES ------- 11, PALE BROW FINE SAND SP THE L-OGATIOM OF rLX5LIC, WATER, WEI-1-5 AND GE55POOL-5 1;E ANY ALTERATION OR ADDITION TO TH15 SURVEY 15 A SHOWN HEKECN AKE FROM FIELD Of55ERVATION5 AND OR FROM OF SECTION 7209 OF THE NEW YORK STATE VIOLATION 13.6' DATA Of5TAIWD FROM OTHER5. V.y S. LIC. NO. 4961 ORS EDUCATION LAW. EXCEPT AS PER 5E(-,TION WA7ER IN PALE BROWN nNE SAND SP ADD TO GOMPLY WITH SAID LAW THE TERM "ALTERED P. 7209-SUBDIVISION 2. ALL CERT IFIGAT IONS HEREON ARE: SURVEYORS UTILIZING A DOPY 0 FAX (631) 765-1797 C. VALID FOR TH15 MAP AND GOPIE5 THEREOF ONLY IF 17' r5Y" MIJ15T f5E USED Dy ANY AND ALL 5AI(--) MAP OR GOP IE:5 DEAR THE IMPRESSED SEAL OF N07E.• WA TER ENCOUNTERED 13.6' BELOW SURFACE OF ANOTHER5 5L)KVEYOK5 MAr.TF-KM5 5LW-H AS "INSPECTED" AND -1901 1 109 THE SURVEYOR WH05E SIGNATURE APPEARS HEREON. "BROUGHT- 10- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. AREA=5,624 SO. FT 1230 TRAVELER S7REET .17_061 SOUMOLD, MY 11971 J- RAIN RUNOFF CONTAINMENT PKOP05ED SEPT IC, SYSTEM SE�VICES SURVEY OF PROPERTY 4 DEDKOOM HOUSE I-, I HOU5E - 977 5Q. FT r-12ILNITTF, 7.ATP, A' OR A 977 X I X 0,17 - 166 GU. FT. 1-PRECAST 1000 GALLON SEPTIC, TANK S rZ Lrl 11A r-_ 5 a t GREENPORT 2_' .D� 1 _n DRIVEWAY = 666 5Q. FT 2-87 LEACHING POOL-5 6' DEEP DRATE 2,6i _T_ -1 - 0661 TOWN OF SOUTHOLD 666 X 0.8 X 0.17 91 CU. FT. WITH 3' SAND DOLLAR 3' MIN. ADOVE 13- &ROUND WATER A PP R 0 V IED 256 GU. FT. SUFFOLK COUNTY --.;j C S .9 N. Y. 256/22.3 11.5 V.F. PCS?lRi,I` I-E cap t 1000-48-02-23 PKOV IDE (2) DRYWELL5 64 X 12' TOTAL DEPTH SCALE: 1�--30.q OR EQUAL C") 666.5 5Q.FT. JUNE 29, 2017 DKYWELL5 GONNECTED TO HOU5E WITH LEADERS F JULY 10, 2017 (PROPOSED HOUSE) > fL JULY 26, 2017 (CER 77nCA 77ONS) AUGUST 4, 2017 (REVISIONS) Lor 78 LOT 01" LOT @ I VACANT i DWELLING I LOTPUB@ LIG WATF:.R I LOT @ DWELLING PUBLIC WATER DWELLING PU15L'rl WATER FLrlEl c 4.1 �-U -1 A 160.00S'TR WATER I 2.5 w F— _? N 5TKEET) 1 50.00, 1 50.00 113 .4 0"�"F 06A_1,6rL::v _v 10 58 to% OF PA 4 1 00, — 0 UTILITY 0 50.00' 5ENT , - POLE PIPE in- PIPE Jw M.001. EL RN lo lb S_ . cl CIA A 1 45.00' 0 LOT @ a 05T 8' 1, 1 --- - - 55.00' LOTO LOT@ CE: z lo-o' Y. ; FR. LOT @ __S_ I H0LrlE FR. b HOU5E DWELLING co j I cA a 11' LOT 807 PURL IG WATER FR �rnoPDw FR. 1_10U� -,% " -) r I LOT 5$ E W/CfATE I Ho lb�E LOT DWELLING D PU15L'r, WATER WELLING W tas PUBLIC WATER DWELLING a e -- -_ I DWELLING LEI I 26 I PU15L'G WATER DWELLING Q l" WELLING PU15L'r' WATER DWELLING i';�' PUBLIC 25 PU15LIG WATER LOT( WATER Puix cl i 1C WA TER b P85 LOT(5 1 1 ,21 )1 VACANT PROPERTY DATA- j—, I 23 ZONE K-40 .01 "ADE EX 1ST IN& LOT AREA 5624 5Q.FT. & STO22,1 E�.k.bN87� �---- -- J 19 �.,I PROPOSED NEW HOU5E, 977 5Q.FT LOT EL15.0 (WITH ENTRY PORCH) I LOT 7@3 1 1 1 DWELLING PUBLIC WATER DWELLING LOT(274� LOT 5@6 TOTAL LOT GOVEKA&E- 17.4% DWELLINGDWELLING PUBLIC WATER LOT(275� AREA OF CON5TKUCTION INCLUDES, 1 1 I PUBLIC WATER DWELLING I PUBLIC WATER NEW _HOU5F_, ENTRY PORCH + DRIVEWAY PUL3L'CWAI PATIO ON GRADE EXTENT OF LAND DI5TUKf5ANCE- 3000 50.FT.+/- I NCLUD I NG INC,L-UDINC7 5TKUCTURE, EXCAVATING, 5EPTI(,, ETG. *TO DE CONTAINED FULLY DEH IND 5ILT FENGIN& CERTIFIED TO- 6KYAN NICHOL50N PIPE 7EST HOLE DATA McDONALD GEOSCIENCE OLD REPUDLIC, NATIONAL TITLE IN5UKANCE COMPANY TEST HOLE 06122117 EL. 15.2' 23 = TAX MAP # ------- DARK BROWN LOAM OL I, BROWN SILTY SAND SM ELEVATIONS ARE REFERENCED TO NAVD 1966 ------- 4' 1 AM FAMILIAr, WITH THE 5TANDAKD5 FOR APPROVAL AND C,ON5TKUC,TIO4 OF 5UD5UKFACE 5EWA&E: 0151"05AL 5Y5TEM5 FOR LOT NUMf5EK5 REFER TO "5UDDIV15I0N MAP OF C7KEENfOKT DRIVING PARK" PALE BROWN nNE TO COARSE SAND SW SINGLE FAMILY KE510ENGE5 AND WILL ADIDE DY THE CONDITIONS FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE 5ET FORTH THEREIN AND ON THE PERMIT TO CON5TKUCT. C., ON DECEM13EK 1, 1909 A5 FILE NO. 369. PKEM15E5 AL50 SHOWN ON MAP FILED 5EPTEME5EK 22, 1913 FILE: NO. 303 PALE BROWN FINE SAND SP r. THE LOCATION OF rUf5LIC, WATER, WELLS AND CE55POOL_5 ANY ALTERATION OR ADDITION TO THIS SURVEY 15 A SHOWN HEREON ARE FROM FIELD Of55EKVATION5 AND OR FROM OF 5EGTION 7209 OF THE NEW YORK STATE VIOLATION ------- 13.6' DATA ODTAINED FROM OTHEK5. N.Y S. LIC. NO. 49618 EDUCATION LAW. EXCEPT AS PER SECTION WATER IN PALE BROWN FINE SAND SP `'' ITH SAID LAW THE TERM "ALTERED C,�SURVFIYORS, P.C. 7209-5U15DIV15ION 2. ALL CERT IFIGAT ION5 HEREON ARE ADDITIONALLY TO COMPLY W VALID FOR TH15 MAP AND COPIES THEREOF ONLY IF L 17' DY" MU5T 15E U5EC) DY ANY AND ALL 5UKVEYOK5 UTILIZING A DOPY 6 .I I I ..... 0 FAX (631) 765-1797 SAID MAP OR GOPIF-5 DEAR THE IMPRESSED SEAL OF N07E.• WATER ENCOUNTERED 136' BELOW SURFACE OF ANOTHEK5 5UKVEYOK5 MAP.TEKM5 5UGH AS "IN5PECTEE)" AND P --go)( 09 THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. "DROUGHT- TO- DATE" ARE NOT IN COMPLIANCE WITH THE LAW. AREA=5,624 SQ. FT 1230 TRAVELER S7REET 17_061 SOUMOLD, MY 11971 NICHOL50N RE51DENCI APPROX. RIDGE HEIGHT DR N��!_p OIL S WITH PRO POSED NEW M O U`. - n z �._ .UNTIL SURVEY — — OF FOUNDATION LOCATION HAS KEN APPROVED. on 'VACANT LAN APP 7ED AS NOTED DAT S E: B.P.# COMPLY WITH ALL COI FEE: 07� BY;Lie, NEW YORK STATE & TO" NOTIFY BUILDING DEPARTM T AS RE IRED AND COND 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLD TOWN Zi 1. FOUNDATION = TWO REQUIRED SECOND FL. CLNG./ROOF PLATES FOR POURED CONCRETE — — — 2. ROUGH = FRAMING & PLUMBING �SOItT i L�fi,','�fi WINDOWS 3. INSULATION ;�_ 4. FINAL - CONSTRUCTION MUST I BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE I 4 - 11-01, REQUIREMENTS OF THE CODES OF NEW I wi a 4 STATE.4LL1 YORK RESPONSIBLE FOR DESGNOR CONSTRUCTION ERRORS. OCCUPANCY OR w / C\J LL W2 W5 USE IS UNLAWFUL N i WITHOUT CERTIFIC — SECOND FLOOR = LLLhOF OCCUPANCYFIRST FL. CEILING 4" WINDOWS J L-L Ll 11 DRAINIAG!:!l^.►�^ ^�10 �Af?E REQUIRED must provide i Contact TOS Engineering at 765-1550 before D J and S c w6 � 13uckfill,OR Provide:Engineer's Certificwtion a ' thct the drainf ge has been installed to Cade. D2 a NYS Energy dLiLLU ` Fire separat _FIRST fLOOR Blower door required as b and ductwork NYS Codi r1 testing required. GRADE - • i5 a�e ELECTRICAL rep ace INSPECTION REQ( i upalre s allconform w' EGRESS IN BASEMENT to Chapter 172f the T PROPOSED FRONT Eo LEVATION j AS PER CODE own Code PLUMBING, SCALE: 4.. = I '-O" I I TRUSS PLACA.rIDING REQi'JIRED ALL PLU', T'!,NG WAF ' . &WATI`,� LINES NL..; PL,WBER CER TIFICA AGIN TESTING BEFORE.COW". PROPOSED LEFT SIDE ELEVATION ON LEAD CON TEN TBEFORE DARC P TIFICA TE 4F OCCUPANCY >z M. p 'yi1, SCALE: 4" = 1 '-0" SOLDER USED Itd WATER 0 SUPP L Y SYSTEM C-AA'A10T ?� EXCEED G 740 O RESCheck Software Version 4.6.3 COmplia nce certificate D �� Project Nicholson Residence t n Erergy Code: 2015 1ECC Location: Greenport, New York ConstructionT)Fe: Single-family proect Type flew Construction O,;entatron: Bldg.faces 45 deg. from Horth Or.S TZ Conditioned Floor Area: 1.740 112 TJ OLD LJ LJ G'arrg r.rea 1596 Climate Zone: 4 (5572 HDD) W3 W3 °eit Date:Perink rmun be W8 Wg JLLLLLI Construe'ion Site: Owne-,�p.gent_ Design er/Contractor: Flip Street W2 Greenport,hT Dwye-Design Consulting,Inc. W2 W2 Southold,fx'Y LLLLjLjU LL y Corrplie-ce: 6A9(.Be}tx:rTheaCode Mlxirrr��nU'J: 266 Yourt'A 2fi5 Nex,m.,,n•,SNGC: 0.40 YauxS-:.�:; 0.27 TFe o;o.»er or%cue T1a CA',e zrdlx reQe^: Mw 2xe to xraahrxe rie haJre sc b-.eed m code t-.jl-c"r„�r., '—._..•.• r Z cs:NOT D'7r+je a, cF!-e7r Um ar Com�e.`'..!to 3 arlrc,Tu rKo^_t hCT[ _Envelope Assemblies W4 jLLLLL Flocrl:41-Y-'ocdJcisti'`riss:Ove-Uncondi:.anedSpace 870 30.0 0.0 0.033 24 La Wall 1:Wood Frame, 16"ox.CrertaVor: Unspecified 2,122 18.3 0.0 C.C51 109 • Window 1:Viryf,F;be-glass 275 SI Frame:Dout"e Pane wtt�Low-E 0.300 83 iiLLLLL WI WI WILiLl Criertat or:Unsioeci4ied Door 1:so'id €' DI _ Crientatior:Unsoeciiied 20 0.300 6 t Door 2:Class SHGC:0.24 40 0.310 12 11 11 11 1111 Hill III Oriertatior:Unsnecified Ceiling 1. Ffat Ce'l,I or scissor Truss 870 38.0 0.0 0.C30 25 { Ccrrpliarce 5:arernent T he proaosed bui'di-)g design described here is cons's:ert with t!he build ng plans,spe-circaviions,and ocher calculat',ons submitted w7th the permit app"icatior,.T:-.e proposed buHding has been desig-'ed to meet t'he 2015 IECC ireauiremen:s in ` RES check b'e-sion 4.6.3 and to comply with the mandatory require-nerts listed in t`e R.EScheck Inspection Check!st. PROPOSED RIGhT SIDE ELEVATION PROPOSEDE R AR ELEVATION Name-T.t:e Sgna:u re SCALE: 4"= I '-o" SCALE: = II-0i, Da_e FrojectTitle:Nicholson Reside-ice Report date: 03f27/18 Data filename:C:tUserslAbsolute r2'1Documents',RESc?�eck�,nicholsonFLINT.rck Page 1 of 9 MNAMTHOR/ZED ALTERATION 09 ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15A VIOLATION OFSEG 7209 OF THE N.Y.S.EDUCATION LAW 0 U z NICHOL50N RE51DENCE F Q DO NOT PROCEED WITH P RO P O5 E D NEW H O U S E z FRA"�1:L,4 ! NTILSURVEY m oFFOU;'V APPROVED.Afon VACANT LAN D APPROX. RIDGE HEIGHT HAS BEENAPPROVEDED,. APP OVED AS NOTED DATE: S B.P.# '� Ll�� COMPLY WITH ALL CODES O ° FEE: �'o? BY: NEW YORK STATE & TOWN CO S NOTIFY BUILDING DEPARTUMI,,AT AS RE IRED AND CONDITION m '765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLD TOWN Z6A LU 1. FOUNDATION = TWO REQUIRED Iv i � v��, FOR POURED CONCRETE --'M 2. ROUGH FRAMING & PLUMBING I u uru = T�� SECOND FL. CLNG./ROOF PLATES 3. INSULATION 4. FINAL - CONSTRUCTION MUST Q BE COMPLETE FOR C.O. iI WINDOWS I ! a — 0" ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW LU 4 i 4, YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR w o DESIGN OR CONSTRUCTION ERRORS. aLLiLLL -L-LLL I USE IS UNI AWFUL II WI ! WI N � � W2ILL-LiLiLL , ,, ilm,MIIIII InnmW5 jd. WITHOUT CERTIFICAI-s-E N #ffi� ���� OF OCCUPANCY SECOND FLOOR - U _ FIRST FL. CEILING — DRAI IAGE I'".?S'�i✓� �iO�IS �f?�RE©vI��D 1�Iust provide Man r� a° WINDOWS Contact TOS Engineering Pt 765-15:'(3 gelore D, J and S as pe Backfill,OR Provide Engineers Certi,acatiort NYS Energy Co w6 .4 that the drainac',has been insta".".ell to Corte. 4 b D2 w l w l y / W Owl Fire separation I— LIC. �N" ,{�,� Blower door required as per - _.. \��` \ ode i. \� and ductwork NYS C FIRST FLOOR testing required. ELECTRICAL b 1 » Is a e rep acGRADE INSPECTION REQUIRE ° ° } iupalreasnail conform o _,, UN O i to Chapter 172 EGRESS IN BASEMENT of the Town Code PLUMBING IAS PER CODE �L�..)i��1 � PROP05ED FRONT ELEVATION T:�USSPLrC,�RDINGREQUIREC �!wLPLLrA^IavG�rr�,� &WATER LINES NL- o SCALE: 4" = I '-o" PLUMBER C�'RTlFICAT O T`ESTIF�G BEF�JP,E_CQ�IH;: .,':, � LL- SCALE: - o CD IL U _ ON LEAD CONTENT BEFORE P'RO P O S E D LEFT 51 D E ELEVATION CERTIFICA TE OF OCCUPANCY M P D SCALE: 4" = I '-o° SOLDER USED I,I�J MATER � 0 SUPPLYSYSTEM CA(t'1���OT z y�; _ EXCEED IO v�j-- 1= ¢ �; �: , > . . - w z 137400 yp� p N L��a w 0 CL o REScheck Software Version 4.5.3 Compliance Certificate D L_ C L:� El e Project Nicholson Residence a ErergyCode: 2015IECC 1.'.M ^ IJ Location: Greenport, NewYork O� Constnictior Type: Single-family .3.._. Project Type: New Construction .I 4rientaron: Bldg.faces 45 deg.from North TC3T'r`i� .zojpj'� n - Condit'oned Floorr'.rea: 1,740 ft2 a 0 G'az_rg Area 15% 0< Cfma_e2:one� 4 (5572 HDD) � w ?e-riR Date: V � °e-rnK Nurrbe Of O W3 W3 � o W8 W8 Constructyon Site: Owner.'Agent- Design erlContractor: J 0� F'.int St eet Dwyer Desigr, Corsu"ting,Inc. 4 0 Of IL Greenport,NY Southold,NY V 0< W2iiLLLLL] -1 W2 °' W2 _u._,..._—LULLU -... .____..._._.. .. ._...._._,.....__,.................._ ... _ Coiypl:e-ce- 80%Better TI Bn Codes Mer;rc_m U?: 286 Your L'A 265 Ner-rr.r SNS C 0.40 Ycu*S=rGC: 4.27 O= a..... �. LL 'Fe+:m••+er K xe'e"'ion C'nde .c_r re _ how c-xe m cor^ah;n.e t7e Mzce is bated o^code t-aie-c"rulr Z m ar e:!1P a.e a e---J!'1:e 0,co:.-e:`.'JC to a,1 I TWP Cote k,Te. � � a� Envelope Assemblies iu U] M U--LLLLLU i—LilL W3 ..._ 0 Q �. . LL L I J13cr 1:PI-V.00d)oist-7r_,ss:0ve•Uncondit arced Space 870 3 00 C.C33 29 U W4 W4 Lh LL Lu 9A,a!I 1:Wood Frrne,16'o.c. 2,122 18.3 0.0 C.C61 109iLLLL�Jl LL z Criertatior:Unspecified iuiuda Window 1:ViryL'Fib�e-glass FrameVouble Pane with Low-E 275 0.300 83 LILIJU► SHGC:0-28 z Owl I W I W W I Owl I Criertation:Unspecified Owl CW1 Door 1:so"id 20 0.300 6 l - nLiLIL D Crientation:Unsoecified +r Ilia 111 1 t Door 2: ?ss d0 0.310 12 _MLULliSHGC:C_2- ' Criertatian:Unspecified O � Ceiling 1: Flat Ce l}rg o-Scissor Truss 870 38.0 00 0.030 26 11 11 1 k U m I Compliarce Starement. The proposed building des gn described here is cons-stert with t'he build ng plans,spe.ifcatons,and other z calculatons submitted wth the permit application.Tr'+e proposed bu;ld rg has been desigryed to meet the 2015 IECC requi-errens in ' RESchecl;Version 4.6.3 and tocompty with the mandatory requirements listed in t!je RES-check Inspecton Checklist. _ 'L PROPOSED RIGHT SIDE ELEVATION PROPOSED REAR ELEVATION Name-Tte Signature De:e Wp z SCALE: SCALE: " = I '-O" W Project Title: Nicholson Residence Rieport date: 03t271113- Data 3f27/18Data filename:C:\users%Ahsolute r2'kDocumerts%RESchecklnicholsonFLiNT.rck Page 1 of 9 z Q r z PAGE: I UNAMTHOR/ZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THEN.Y.S.EDUCATION LAW �Lu P-5` 8'-0" Q) z STOOP TO z GRADE 2 P- 2 P- m 7-3 2'-I I 112"�2._1,1 112"�3'_3" 3'-3"� 15•_4•• 3'_3" 4" 4.. FWY 6061 I TW2652 TW2652 TW265 EG.Eas TW3046 TW3046 EGRESS / n1 2 I'-2" ENTRY 118"TJI 560 5EPIE5Gli O.C. N FIRST FLOOR LEGEND NOTES: - F.J. @ 13 �°, CEILING JOISTS AS P m SECOND FLOOR LEGEND It NOTES: KNEE WALL_ GREATROOM FOOF TRU55 MANUFACTURER NEW CONSTRUCTION 36"TALL w/ NEW CONSTRUCTION WOOD CAP BEDROOM BEDROOM z Q 2"X 4" STUD FRAME EXTERIOR WALLS, > 1785Q'�T GO 50.PT. 7.1%VENT 2"X 4" STUD FRAME EXTERIOR.WALLS, Q R-15 INSULATION, 8" PLYWOOD r. 3'9%LGH EXm_ 12.8%UGHT F, R-15 INSULATION, 8" PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP, 2" SHEATHING ON EXTERIOR, HOU5E WRAP, 2" Q-- FOAM BOARD PANELS #VINYL SIDING; = FOAM BOAR D PANELS it VINYL SIDING; 2" GYPSUM BOARD ON INTEPJOR5IDE a _� 2' GYPSUM BOARD ON INTERIOR SIDE PROVIDE BPJDGING N O 2"X 4" INTERIOR STUD PARTITION, THROUGHOUT ENTIRE 2"X 4" INTERIOR STUD PARTITION, O ZZ� w/ I LAYER�" GYPSUM BOARD ON EACH N FLOOR SYSTEM, 8'-0" O.C.; m w/ I LAYER�" GYPSUM BOARD ON EACH ,� SIDE; USE MOISTURE/MOLD RESISTANT u 3„ N c.o. BOARD IN BATHS USE CEMENT BOARD ON 9 TtG PLYWOOD SHEATHING N S5.D. - SIDE; USE MOISTURE/MOLD RESISTANT p ABOVE, GLUED SCREUVED. D BOARD IN BATH5 * USE CEMENT BOARD ON ALL SURFACES TO RECEIVE TILE c.o. ALL SURFACES TO RECEIVE TILE II _ DOUBLE JOISTS UNDER - MAINTAIN 8'-0" CEILING HEIGHT ALL PARTITIONS RUNNIN 2668 MAINTAIN 8'-0" CEILING HEIGHT THRU OUT THROUGH ALL AREAS OF HOUSE; PARALLEL(TYP. ALL A ) - - - - - - i •S.D. PAIR cs.D• PAIR ALL AREAS. EATING 2668 266 2668 PROVIDE 2- 2x 10" HEADERS ABOVE ALL - CLOSET CLOSET PROVIDE 2- 2x8" HEADERS ABOVE ALL WINDOWS UNLESS OTHERWISE NOTED; b a WINDOWS UNLESS OTHERWISE NOTED; ,IV 7-0" HEADER HEIGHT FOR ALL WINDOWS El N N N 7'-1° 3'-4" 6'-8" HEADER HEIGHT FOR ALL WINDOWS .� secTloN 118"T1 560 SERIES o � SECTION SECTION s TION EXCEPT ON FRONT WALL AS SHOWN. SQUARE FOOTAGE AREAS: A kF.J. @� I A A o'-51 A KITCHEN FIRST FLOOR LIVING SPACE: 870 `� ss.D• BATH -2P-10" COVERED ENTRY PORCH: 109 b 3 ° 9 F � � CEILING a ,� SECOND FLOOR LIVING SPACE: 870 m o Z 2468 b z I'-5" BRING FILL UP AS REQUIRED O P ED DNC TO LEVEL GRADE UNDER N TOTAL FOOTPRINT: 979scI t. JJTJJ 3.1„ KNEE WALL- TOTAL LIVING SPACE: 1740s ft. 6 � WO30"TALL w/ / b OOP PORCH; COMPACT ACCORDI GLY cl' INSU C 2x6 PLUMBING WALL OWN WOOD CAP ® m BEFORE POURING SLAB r` L J DOWN 3-g utility o NY P N 2'-6" utility n PROV. EPDXIED#4 STEEL REBAR O P PROVIDE BEAM POCKET IN chase chase VERT. @ 121l O.C. INTO FOUNDATION FOUNDATION WALL; SIZE _ �° 2668 NE WA WALL* FOOTING ABUTTING.TYPICAL _ VIN P Z BOTH SIDES OF STOOP WALL { (��(/ r AS REQUIRED *TAR ALL N z0 z CLOSET BATH MARBLE o � Z a I Q TEMPERED GLASS a c SIDES (TYP. BOTH ENDS) N BATH F BATH uw 3`3" sHOWERSURROu z UNEXCAVATED 24 8 " LL 2 68 m F TIL WAL s }� PROVIDE 51MP50N PHD5 3 HOLDDOWN (TYP. 2) o F oRo z m ANCHORS AT ALL CORNERS o o'" , o, a. < Lu 2468 oL C.O. 2468 c.o. 91611 'a v CV THROUGHOUT es.D. p i 6 S.D. Z z �' _ 0 118" TJI 5 60 5 ERI ES z F.J. I F CEILING JOISTS AS PER m 8' DIAMETER ANCHOR BOLTS 2668 @ b ROOF TRU55 MANUFACTURER m O W/ 7 MIN. DEPTH @ 48 O.C. I - - W/ MIN. 3"X3"A' WASHER @ PLATE a b. I BEDROOM 189so.F. m MASTER BEDROOM W 8" POURED CONCRETE - UP CLOSET zosQ.Fr. ro 8.8%VENT ro Q FOUNDATION WALL W/ °' I 3.79oVENT O 15.7%LG T o P-4"X 8" d. FTG.; PKOV. PAIR - 24.290 G T - O 2- #4 REBAR IN FOOTING 3417 BASEMENT 1 86B (TYPICAL ALL AREAS) 2x 10 F.J. I WI NDOW(ALQ - ENTRY BIFOLDs a CLOSET 2468 @ 16" O.C. ° - LU in z 0 DAMP PROOF PEPJMETER - I� 3068 2068 CLOSET n 31-1" OF FOUNDATION WALL m LLL (CONTINUOUS AROUND ALL AREAS) 7'-0" HEADER HEIGHT THESE WINDOWS O ANDERSEN G44 LI I I� TW2652 TW2652EGREss TW2852 TW2852 GLIDING WINDOW; 3"STEP DOWN U,., 5CAPEWELL WINDOW BOTTOM SILL NOT TO 4 2 FROM FLOCK o 7 4' 6-2 4-211 EI CL_ WELL SYSTEM by BILCO ExcEED 44°ABovE I 9'-5" 91-5" O FINISHED FLOOR UDZ TIERS AS NEEDED FOR N *EGRESS AS PER CODE COVERED ENTRY PORCH 26 12 4" z GRADE �� _ RSD b s"x4 PORCH FLOOR BOARDS -' �4 = C°�r 4 d � PORCH ROOFLINE n W7 BASEMENT N dU o p�' M. P �T BEADBOARD ON CEILING Co > UNFINISHED, UNHABITABLE I 4 POURED CONCRETE 2- 14 X 7 a LVL HEADER; cv aU 3 (� 8'-0" HEIGHT TO JOISTS SLAB ON COMPACTED FILL; DOWN_ WRAP w/ I x AZEK R-30 INSULATION THRU ' ALL AREAS " DRYWALL OVER 8" SQ, PE LU f SECTION ••• SECTION A ALL SECTIONS OF ENGINEERED A w/ CAP BASE DEMI ,TYP. ALL �' ❑ 1 III LUMBER 7'-0" SozcHN 9)� 037tr'�5 y0� b f-Ill-. 5 5 0I N U 3'-I" Ipl�l 21`'° SECOND FLOOD PLAN o m I PORCH lu F I RST F LOOK PLAN SECTION Iii '-� FOUNDATION WALL LEGEND: SCALE: 4 = I -0 a W 8" POURED CONCRET $5.0. w I( � 2x 10 F.J. SCALE: 4" = I ,-o,, 0-0 a� FOUNDATION WALL �... @ 16 O.C. Lu a Lu WITH 1'-4"X 8" FOOT NG; � O �, J a 8'-0" WALL HEIGHT o o V/ O JIII 8" POURED CONCRET ti •r-+ _j It FOUNDATION WALL I -� a m WITH P-4"X8" FOOT NG; b XII ,'. WINDOW AND DOOR SCHEDULE v oQ 3'-0" BELOW GRADE - milt ••• a- }v BASEMENT NOTES: I �_ SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REQ'D DESIGN DESIGN PRESSURE QUANTITY SPECIAL NOTES 0 o Lo OPENING AREA WIND AREA ZONE PRESSURE RATING �I � • DOUBLE JOISTS UNDER ALL PARTITIONS b' W1 TW2652 TILT WASH 5.47 9.7 10 4 30.4 -33.0 40140 11 FIR5T FLOOR EGRESS a RUNNING PARALLEL II 3 2" DIAMETER STRUCTURAL W2 TW304G TILT WASH 5.70 1 0.3 I 20 5 29.0 -38.0 40140 5 EGRESS • PROVIDE BRIDGING THROUGH UT ENTIRE STEEL COLUMN BUPJED IN FLOOR SYSTEM, 8'-0"o.c. U I 24"X 24"X 12" POURED W3 AN281 AWNING I .20 3.0 10 4 30.4 -33.0 70/70 3 • 4"TtG PLYWOOD SHEATHING ROVE TO CONCRETE FOOTING(fl P.) W4 TW2432 TILT WASH 2.92 5.09 10 4 30.4 -33.0 40140 2 BE GLUED and SCREWED - • 4" POURED CONCRETE SLAB N COMPACT a, ( I W5 TW2646 TILT WASH 4.69 8.31 10 4 30.4 -33.0 40/40 1 TEMPERED (� FILL U ILITIE5 WG AX451 AWNING 2.2 9.0 10 5 30.4 40.7 70/70 1 z • R-19 INSULATION WITHIN CEILNG IN PROV. FIRE RATED BASEMENT /r I DRYWALL ON CLG. W7 G44 GLIDING 6.00 10.0 10 4 30.4 -33.0 30/30 1 BASEMENT EGRE55 "V` I 2x)0 F.J. z @ 16" O.C, OVER UTILITY AREA DI FWH6061I FRENCH WD. HINGED 16.72 22.91 50 5 27.2 -34.3 40/40 1 D2 3068 HINGED ENTRY I MANUFACTURER t STYLE T.B.D. �(�� u) 03 _ ALL WII`JDOW5 TO BE ANDERSEN, 400 SERIES, UNLE55 OTHERWISE SPECIFIED z - 2"X O ACQ LEDGER BOLTED WINDOvV5* DOORS TO BE WHITE EXTERIOR WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. r � U TO HOUSE FRAME WITH 5" U � b Q O "LEDGERLOK" SCREWS @ I G"O.C.; PROVIDE CLASSIC 5ERIES LOCKS, HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXTERIOR SCREENS z b 00 _ HANG D.J. FROM LEDGER WITH SIMUILATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS, 2 OVER 2 - PERMANENT EXTERIOR, 3/4"WIDTH _, y J / , � : _ _i2- 2"X 10"ACID GIRDER (J) �, �Q SIMPSON LU 28 CONNECTOR ' - CALCULATIONS FOR WINDOWS BASED UPON F-XP05UREB Q z - G"X G" P05T ON 1211 COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER 50NOTU5E W/POURED p OUTLINE OF PORCH ABOVE; CONCRETE FOOTING TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. LL1 PROVIDE 4" POURED CONCRETE PROVIDE I"X 20"X 20"X I'-0"d. c°n PAD UNDER STAIR STRINGERS - LY AROUND (TYPICAL ALL FOOTINGS) WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEA13LE 5/8"WOOD STRUCTURAL PANELS VERIFY LOCATION IN FIELD p 9-I r' 9' 1111 0" WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 1/2 - #8 WOOD SCREWS AT 10 O/C, FASTENERS 21'-l0" FORSPAN5 UP TO 8'-0"SHALL BE 2 1/2"- #8 AT 12"O/C. TABLE 301 .2. 1 .2 U PORCH c N ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED Q FOUNDATION PLAN 1 .5 TIMES THE DESIGN PRE55URE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE, ALL EXTERIOR z GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 71 SCALE: 4" = I '-O" KEFEKTO SECTION R 1609.1 .4 FOR ALTERNATIVE OPENING PROTECTION. PAGE: UNA UTHOR/ZED AL TERA TION OR A DDI T/ON TO TH/S DRA W/NG AA/0 RELATED DOCUMENTS 15 A l//OLA TION 01'.55C, 7209 OF TIME N.Y.S.EDUCA TION LA W 2 NAILING SCHEDULE GENERAL WIND PROTECTION CONNECTION NOTES — APPROX. RIDGE HEIGHT 1Z1Z Adapted from Standard for Hurricane Resistant Residential Construction; SSTD o 2015'NCOD FRAM"E CCt15TRUCTICH MANUAL I C-99 and 2015 SBC High Wind Edition Wood Frame Construction ARCHITECTURAL ASPHALT }. Fasteners and Connectors for Wood Frame Construction ROOFING WITH 15# FELT JOINT DESCRIPTION NAIL QUALITY NAIL SPACING I U OVER 8" CDX PLYWOOD 10 z ROOF FRAMING 1 . A continuous load path between footings, foundations walls, floors, studs and WITH ICE * WEATHERSHIELD RA.FTERTC TCP PLATE TOE NAILED 8'-C'1VALL:3-8d `ER RAFT E'. roof framing shall be provided. @ PERIMETERS t VALLEYS j I C-C'tVALL:3-8d `ER RAFT EF. CEILING JCi5T TO TCP PLATE TOE NAILED 8-0'V,'ALL:3-8d `ER JCi5T 2. Approved connectors, anchors and other fastening devices not included In TRUSS ROOF FRAMING SYSTEM r n 10'-C",','ALL:/-8d 'ERJO"5T the Standard Building Code, Section 23OG of IBC shall be used in accordance AND CEILING BY OTHERS. SEE SPECIFICATIONS `J CEILING J015T TO FA',ALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACh'LAP with manufacturers recommendations. AS PER MANUFACTURER DRAWINGS z CEILING JOST LAF5 O`ER FARTITIC1`15 FACE NAILED 5EE TA.ELE 3.7 EACH LA.P COLLAR TIE TO RAFTER FACE NAILED 5EE TA 5 Lt 3.4 `E TIE 3. Metal plates, connectors, screws, bolts, and Halls exposed directly to the BLOCKING TO RAFTER TCE NAILED 2-8d EAC,END 51MP50N H7 CONNECTOR — RIM BOARD TO KAF'EF. END NAILED 2-!Ed `ACI_ END weather or subject to salt corrosion in costal areas, shall be stainless steel or p- hot dippecl galvanized. I xG FASCIA, 1'-0"VINYL R-38 INSULATION SECOND FL. CEILING _ WALL FRAMINGBEADED SOFFITS RAFTER/WALL PLATES N TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' FER FCCT 4. Where windows and doors Interrupt wood structural panel sheathing and TCF F.ATE5 AT It-Fff'5ECTiON5 FACE NAILED G-IGd 1OIr1T5-EACH.SIDE siding, framing anchors or connectors shall be provided at the top and bottom WINDOWS , STUD TO5TUD FACE NAILED 2-tGd 2/'01C of cripple studs, header studs, and at least one stud at each side of opening. 2- 2"x 8" HEADER ABOVE 2"X 4" INTERIOR BATH v 1 W HEA.DEKTO HEADER FACE NAILED I Gd 1 G'O/C ALONG EDGES SECOND FLOOR WINDOWS, STUD PARTITIONS - Q TCF CR 5CTTCN'FLATS TO 57UD E!1D NAILED 2-!Gd PER 2X4 STUD MOISTURE RESISTANT � s-PGd 'ER2xG 5,iuc 5. Ridge straps shall be attached to each pair of opposing rafters except where HEADER HEIGHTS AS SHOWN; GYPSUM BOARD IN ALL a (� -P Gd PER 2X8 STUD collar ties of I xG or 2x4 lumber is located In upper third of attic space and PROVIDE C520 STRAPPING HALL BATHROOM AREAS z BOTTOM PLATE TO FLOOR J015T, attach to each pair of rafters. � b EANDJOt5T,END J015T,OR BLOCKING FACE NAILED 2-1 Gd ' FER FCCT G. Uplift connectors shall be provided at each rafter bearing. PROVIDE 5IMP50N C51 G " O FLOOR TO FLOOR STRAPPING 2"X 8" ACQ LEDGER BOLTED FLOOR FRAMING 7. Floor to floor hold-downs to be- provided every 48, and every I G" within 4' TILE FLOOR ON MUD I TO HOUSE FRAME; HANG PORCH �— J015T TO SILL,TC'PLATE,OR GIRDER TOE NAILED -8d PER JC"ST of exterior corners. 2ii RAFTERS FROM LEDGER w/ OVER4 PLY. SUBFLOOR SECOND FLOOR 51MP50N L5U2G HANGER W BL C KIN TO J015T TCE NAILED 2-8d EAC, EPIC . BLOCKING TO J015T TCE NAILED 2-ed EAC, E^IC 8, S111 Plate to Foundation Anchora e: SIII late shall be anchored to the I I �"TJI 5G0 F.J. @ I G"O.G. R-I I INSULATION 1 2 9 p � FIRST FL. CEILING 4 (J) O BLOCKING TO 51LL CR TCF PLATE TCE NAILED 3-IGd EACI_ ELCCK foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"X — N S —� 1'-1 1/2" -' LEDGER STRIP TO SEAM FACE NAILED 3-IGd EACH J015T I/8" washers. A minimum of one anchor bolt shall be provided within G to 12 2- 2" x 10" HEADER ABOVE = EXISTING FRONT OF @ /JCi5T ON LEDGER TO BEAM TOE NAILED 38d PER JC15T HOUSE STRUCTURE TO 6 IFA5CIAt SOFFITSAND JC15TTOJ015T END NAILED 3-1Gd PERJO15T Inches of each end of each plate. Anchor bolts shall have a minimum embedment ALL FIRST FLOOR WINDOWS; WINDOWS REMAIN „ 1CONTIN000S GROOVE VENTBANCJC15TTO51LLCRTCFFLATS TCE NAILED 2-IEd FERFOOT of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located PROVIDE 0520 STRAPPING @ I WITHIN BEADBOARD within 12 Inches of corners and at s acro not exceedln 4 feet on center. 2 GYPSUM BOARD BEADED CEI ING I' 9 g TYPICAL ALL AREAS 2- 1 a"X 7�" LVL HEADER; \U ROOF SHEATHING 2"x 4" STUD FRAME @ I G"O.C. a Wp P w/ 1 x AZEK <j U A'FER1VE7ER EDGE ZONE- I G'C/C-G'AT FANEL EDGES 5TR'JCTL'RAL PANELS 8d AND AT IN EJJEDIATE 5L'FPCF,T5 IN TI_E FANEL FIELD R-15 INSULATION, 2" PLYWOOD KITCHEN / GREAT ROOM -1 U7 IPITERCRZONE- IG'c/C-G'ATFAt1E.EDGE5AND 12'AT DESIGN LOAD CALCULATIONS SHEATHING ON EXTERIOR, HOUSE WRAP', C) 8d I1,1TER:1EDiATE 5UPPORT51N THE PANEL FIELD 2" FOAM BOARD INSULATION PANELS FOR ROOF 5HEATHING V,17HIN A'-C'CF THE FERlAETER EDGE OF TE F.CCF,INCLL'CIt:G Q-C Cil EACs 50E CF TrE ECCE FEAK,Tr-E G-C F�:It✓ETE: I'v'N"BUJ UNTOI`.MLY D15TR'RJTED LIVE LOAD(!bsf) t SIDING AS SELECTED; z' GYPSUM ro /3" 5Q. PERMACA5T COLUMN EDGE ZONE ATTACHMENT REOL'IREh!EtffS SHALL BE U5ED. D(TE�'0P�BALCONI1 5 60 BOARD ON INTERIOR SIDE w/ CAP * BASE DETAIL; PROV. DI-CK5 40 3i PLYWOOD 5UBFLOOR FIR5T FLOOR 110LDDOWNS * STRAPPING CEILING 5HEATHING 2"X G" ACQ SILL PLATE 4 ATTICS WITHOUT 5TOOAGE 10 OVERTERMITE SHIELD R-30 INSULATION GYP5L'N:i WALLBOARD 5d COCLER5 7 EDGE/ 1 C'FIELD 2x I 0 F.J. @ I G"O.C. b IPROV. H4 ATT IG5 WITH STOPAGE `I0 OVER SILL SEAL; - nn CONNECTOR WALL 5HEATHING F 00^f5(OTHER 5 FSP`JG RooMS) 40 PROVIDE 51MP50N CS20 2" DRYWALL COVERING GRADE - FLOOR HEIGHT STF,'JC%F,AL FANELS I 1 aa.Ga4,.Rc+o In nal 5 Fps,,G e r I/2• � 3°EDGE/G"Fi=LC ..t_. � �,� ROO'�5 30 W/ LPT4 CONNECTORS (.I 2k1.5'L,x.7/I G'head; LUMBER 3- 92' LVL DROPPED GIRDER 2- 2"X 10"ACQ GIRDER oa.Galy,R7/1 G' nal 2x8 ACQ DJ I G" 11 cc,o2' " 3"EDa�/G'FIELD � @ BOLTED TH RU POST W/ (.i 2k 1.7E t.x.3/L'head} e 2"X 8"ACQ LEDGER BOLTED PFn DIAMETER ANCHOR BOLTS BASEMENT TO HOUSE FRAME WITH 5 CZ) -2 CARRIAGE BOLTS FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G'FiELc TABLE R301 .7 W/ 7" MIN. DEPTH 48"O.C. "LEDGERLOK" SCREWS @ I G"O.C.; @ b UNFINISHED/ UNHABITABLE 25/32" 8d 3'EDGE/G'FIELD W/ MIN. 3"X3"x-L" WASHER @ PLATE 3 2" DIAMETER STRUCTURAL HANG D.J. FROM LEDGERWITH NOTCH POSTS GYPSUM WALLBOARD 5d CCCLER5 7'EDGE/ I O'FIELD ALLOWABLE DEFLECTION OF 5TRUCTURAL MEMEBEKS STEEL COLUMN BURIED IN 51MP50N LU28 CONNECTOR b FOR GIRDER A'EDGE ZONE- I G`OIC-G"AT PANEL EDGES AND 12,AT 9TRUCTU RAL MEMBER ALLOWABLE DEFLECTION 24"X 24"X 12" POURED I_AF,DEOAF.D 8d W7,EPJ, EDIA.TE 5UPPORT5 IN THE PANEL FIELD 8" POURED CONCRETE CONCRETE FOOTING 0 CONNE N R 9Y L Rafters haven sloes renter UI 80 G"X G"ACQ POSTS ON 12° CONNECTOR(fl'P) � } Ir1TERICKZCNE- I G"OIC-G'AT PANEL EDGES AND I2`AT FOUNDATION WALL W/ than 3/I 2 with no finished ce16n SONOTUBE W/POURED 6 m 8d IPfiERt, EDIA.TE 5L'F7CRT5 IN THE PANEL FIELD attached to rafters 1'-4"X 8" ci. FTG.; PROV. CONCRETE FOOTING S z CV FLOOR 5HEATHING 2- #4 REBAR IN FOOTING 20"X 20"X 12"d. U N STRUCTURAL PANELS- I.OR LE55 8d G'EDGE/ 12"FIELD Interior walls artitions H/180 L yi Floors lastered ceiIing5 U3 GO (TYPICAL ALL AREAS) z �p 4 POURED CONCRETE FOOTING DEPTH (TYPICAL ALL FOOTINGS) p All other structural meimebers U240 SLAB ON COMPACTED FILL O "NOTE: CONCRETE SHALL BE � ' tlallincJ requirements are rased on wall sheathma palled G Inches O.C.at the panel edge. If wall sheathing is nailed 3 orches O.C.at the Fanel edge to obtain Exterior walls with ria5ter or 11/3 GO PC = 3,500 PSI @ 28 DAYSO higher shear earaches,nailing requirements for structural membc,s shall be doubled,or al etucco finish When wall sr.eathina I<-contlnuoue over connected r"er hers,the tabulated nur�be-&nods er,all be permit-ed to be reduced to I-I Gd nail per°oma. Exterior wal15-wind loads with L1240 FOOTINGS SHALL BEAR ON PORCH S ECT I O N UNDISTURBED SOIL WITHIN brittle finishes BEARING CAPACITY OF LU lu i Exterior walls-wind loads with U 120 I .5 TONS PER SQUARE FOOT BUILDING SECTION I IAI l SCALE: 4 = 1 " (S)CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA flexible finishes GROUND 5401M LOAD 20 lbs SCALE, 4" = ) '-0" C) 5A51C MND SPEED 130 rn h Exposure Ca egcry B LLJ SEISMIC DES'GN CATEGO:Y B �VEATHEQING SEVERE FROST LIN`- DEPTH 3'-O° UPPER SHEARWALL LU TERN1'TE MODERATE TO HEAVY BOLTS CHORD CORNER CORNER BRACKET ICE BA?2ER REQUIRED YE5 CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILSL./ANCHOR ��.,BOLTS A� (L 6MM .�. c�I BENT STEEL PLATE O ONE M J , ONE OR TWO SIDES r� M. /J ,A ANCHOR BOLT �,�� �s� 0� 0 p— a WALL TO FOUNDATION tti ,m n THREADED ROD 4 PJ ROOF VENT RAFTER NOTCHED RAFTER u _ :l � RIDGE RIDGE DOUBLE PLATE p7 -3tj 4 ANCHOR F QF N CORNER BRACKET CORNER HOLD-DOWN DETAIL BOLTS N.T.S. LOWER SHEARWALL METAL HOLD- U __ DOWN STRAP SHEARWALL TO SHEARWALL 1._40 TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING 38-16d SINKER O _ SHEARWALL HOLD-DOWN DETAILS NAILS AS PER3-2"X4"WD STUD MANUFACTURER N.T.S. @ CORNER TYP. ILL BATH 3 r I iBATH 4 PLATE i-i a roarION 2"X4"SILL QJ a-L) LU o� RIM JOIST TYP. J a 11 112 1 1/2 1 114 1/4 b l 1/2 1 112 RAFTER PROVIDE 1/2"SPACING „� DBL. SILL PLATE U �o BETWEEN THE END STUD N 0 ° AND THE 2 OTHER STUDS ANCHOR BOLT ( ) 4-J o-2 RAFTER FORALLOWING 1 #4 REBAR IN .--1 J� CONNECT CORNER STUD SHEAR CONE-MIN. SHOWER HOLDDOWN INSTALLATION r `� X a E E TO TRANSFER SHEAR 12" LENGTH U TOP PLATE FASTEN WITH(2)16d a a TOP PLATE ' COMMON NAILS @ 6"0,C, 30" MIN. FOUNDATION REBAR LENGTH WALL TYP. 3 1 1/4 3 WALL STUD 1/2" MIN. Z? 1 1/4 WALL STUD SIDEWALL ENDWALL FROM CORNER _r- C.0 4 4 Z m TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN/UPLIFT ANCHOR a r- KITCHEN BATH I BATH 2 -- --T---� —i— 1311 2ND.FLOOR WALL STUD KING STUDS U �1 114 FAI. 2NDSUBFL — 11 1/4 4 �1 112 ,A.1 4 �1 1/2 � 4 .FLOOR PLATE ATE CRIPPLE STUD z EW: SINK V V i WOOD JOIST b, WOOD JOIST RIM BOARD HEADER SHOWER BLOCKING O JOIST HANGER z 1ST.FLOOR TOP PLATES JACK STUDS GIRDERMEADER J 2 1 1/4 3 1 1/4 3 WOOD GIRDER C.O WOOD JOIST 1ST FLOOR WALL STUD z � 4 _ TO SUFFOLK COUNTY O � DEPT.OF HEALTH TYPICAL HEADER CONNECTION U SERVICES APPROVED JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER 1D 4"C.1. SEWER LINE. z TRADE TYPICAL MULTI-STORY CONNECTIONS o 1ST.FLOOR WALL STUD LU C) z BASEMENT 1ST.FLOOR PLATE LLQ o SUBFLOOR SILL GASKET lL1 WALL STUD WALL STUD RIM BOARD ® & TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE Q SLOPE" 114" PER FOOT PITCH TO BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) U DRAIN FOUNDATION WALL FOUNDATION WALL Q PLUMBING RISER DIAGRAM z NOT TO SCALE DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO TlllS DR4141ING AND RELATED DOCUMENTS 15A VIOLATION 01'55C. 7209 OF THE N.Y.S.EDUCATION LAW 3 � L NICHOL50N RE51DENCE PROPOSED NEW HOUSE ° W Q (V Z APPROX. RIDGE HEIGHT on VACANT LAND z SECOND FL. CLNG./ROOF PLATES 1 -0 WINDOWS 4 O O + r O fld WI WI W5 W2 � O O N m SECOND FLOOR z N FIRST FL. CEILING f 4-1 �4" WINDOWS AN31 W7 1 o i o CIA D2 � WI LIJ LLLUI FIRST FLOOR o W GRADE L W PROPOSED FRONT ELEVATION z SCALE: 4" = I '-o" PROPOSED RIGHT 51DE ELEVATION SCALE: 4" = I ,-o,, ♦ anceCertificate o B - wv a� Pr6ject Nichols-oh Residence W M rr roy Caxte, 2015 IECC V Q 0 Location: Cir"nport,Netr y4ofrk. . J 'Crrrstructiom Type' Sing#e-€amity �"� O� Ar ctType: liierr Ccinctrnctaeern O fltaen:aton: $idg.faces 45 detj.'frotm Morth V a Conditioned-1aar gree: 1,744 ft2 a— tr'-az:ng Ama 15% v Cl�rna'e�r1n�=' 4 (5'572 i-1C1Ct� Z� I �E�'st i5ate: O W3 W3 Permit Humber- Lr! z`D Ejg�FA 3 5I W8 Ll I Lu Cansfnac+tian =Eer C3s�rteCAg�nt: £tesinerfGraiEraaciar,.. ¢ Fgnt.Stra_et I ryec:C3psign Crarsuttia,g,i-rc.. Greenport,Nf 8attthssld,DIY W2 W2 W2 , .a ,,.. -11.;y': Compi,efce: QG%bettrrThanCode KeidrnamVV Z8B Yourt��_26� [4tfrsrrrwn,5`t40l- d0,d4 �Y-.mS -.-C: O.?7 jt1 e e±errs 5 mss?'an Lady trdkx resets I tri carr rtarrx the hs r_to taca3 en carpe r'�drJe-. �€5 ['R'�,{r ar�rJr^�+r_rf r^+-rgf cau ur r_a�rt�.zi*rr trt a mtr�ar+mr'-cadr hmiJac. En etooe Assernbifes III 1 11 Hill :,x:" .'.jy .M.xw.Y:�..,�..r .4.- '1�A_:y°fa,�:i:, :r.;• .�,. ., .,'A'," .F> .,`. •a�`^' 4../3eY h.=41 W .. .`�.. ^t' W9 AP y:. i-dca A35I W8 LA Einar Y:AR-Alo 870 .30 0 0.0 0,033 23 — � W4 W4la1t Z.ydnrxf f,rasxvE, IF'rx:c. 2,I22 I8 C-D fl-fb'I T � m �rientaUtr:ltns pied ll._I � gec;, windara l. ..nyJ'-iFrg:gtass frarne:£ioirble Fane rt[?i t ova-E 27S @,3Uo, 33 u LLL W W SHGC:0.7{3 Orientatkin:Unspecifiedl� Grsolr 1-'Sa1i�. 20 b.3LiD 5 W D I Orientatkr.:Unspecified CTrfar 2:Gt as .-d4 0,31D Q z 'SHGC:0.2& # riertatit'r," nspecifled Ceiiineg T:Flat Le larg or Srrsr truss R70 38.G 0.0 O 0,0 26 U 0 Cam The here mth.'Ae buld1ng plans,sp6ti``ca.tr*s',an'8 other calcula,hons submitted.with the permit app ication The propo=ed bu9td"N has been designed to meet the U15 1FPCtequireme'nts in P=Seheeie?'rrs(�r 3.5,3 arm to tGm �y vci h e tna datory nequeresnerrts 8rs 'in the fiFS�trtbclt J�pectaasi Ghe�zi •� Z PROPOSED REAR ELEVATION Name-.ttie v;gnaiure pate SCALE: 4" = I ,-o,, PROPOSED LEFT 51DE ELEVATION �Gv? SCALE: 4" = i -0" projectTitte: Nichot^>an Residence Report date: Data filename:C:tltserAAbsalute# d7crcurnens�Fti Schecf lrticfao$scarvFL1�'1T.trc 1' Nom ., A. Pa, L71Ink i JAN 2 3 2-1,019 t;;" PAGE: ' OF" TOWN OF SOFTITi3a;'-"; 1+ UNAUTHORIZED ALTERATION OF,ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW P-5" STOOP TO GRADEa O 21'-l0" t 21'-l0" in Z U L m 3'_3" 15-4" 3'_3" ) N Z TW2652 - Tw2652 FW6bo6' 1 e 55 TW3046 TW3046 EGREs SECOND IFLOOR LEGEND NOTES: w D NEW CONSTRUCTION °C) OQ C- -2 1_2 m nm I I ,"TJI 560 SERIES ENTRY 10'-s" 10'-5" Mum 2"X 4" STUD FRAME EXTERIOR WALLS, R-15 INSULATION, 8" PLYWOOD F.J. @ I G" O.C. ° FILING JOISTS AS PER SHEATHING ON EXTERIOR, HOUSE WRAP, 2" OF TRUSS MANUFACTURER FOAM BOARD PANELS * VINYL SIDING; GREATROOM BEDROOM 2' GYPSUM BOARD ON INTERIOR SIDE BEDROOM 1485QFT IGO5Q.FT. 2"X 4" INTERIOR STUD PARTITION, N 7. %veNT ' 8 2.8%UGHT W/ I LAYER GYPSUM BOARD ON EACH 13 lD t` n'1 %LIGH N .9%LIGHT _ 1� v 51DE; USE MOISTURE/MOLD RESISTANT PROVIDE BRIDGING - - THROUGHOUT ENTIRE = BOARD IN BATHS � USE CEMENT BOARD ON 1D ALL SURFACES TO RECEIVE TILE FLOOR SYSTEM, 8'-0" O.C.; 4" T*G PLYWOOD SHEATHING MAINTAIN 8'-0" CEILING HEIGHT THRU OUT ABOVE, GLUED $ SCREWED. ALL AREAS. - N c.o N DOUBLE JOISTS UNDER ES.D, N ALL PARTITIONS RUNNING m PROVIDE 2- 2x8" HEADERS ABOVE ALL PARALLEL (TYP. ALL AREAS) WINDOWS UNLE55 OTHERWISE NOTED; E 5.D ESD. 0-8" HEADER HEIGHT FOR ALL WINDOWS _ 2668 EXCEPT ON FRONT WALL AS SHOWN. N PAIR PAIR �[ /\ EATING 2668 2668 2668 O p -o CLOSET CLOSET o o to v N l� 5'Sn 3'4n 7' I n N N O a ou m z N ° I I "TJI 560 SERIES U SECTION ° / 6 S cT10N SECTIO SECTION L N N o F.J. I G" O.C. z +' A @ A A 1O'-5" A (1) KITCHEN F E s.o. O = o CEILING BATH J S- O W N 2468 s o LL_ U _ m � � 0- 2 in O t °z 2 1'-10" p 0 3'-1" FIRST FLOOR LEGEND NOTES: = o 0 2668 - D WN 2x6 ALL INSULATE m N ® BRING FILL UP AS REQUIRED NEW CONSTRUCTION DOOR o = TO LEVEL GRADE UNDER NE POURED CONCRETE ENTRY 2'6" utility " PORCH; COMPACT ACCORDINGLY STOOP 2"X 4" STUD FRAME EXTERIOR WALLS, NY PA DOWN utility 2._6„ N BEFORE POURING SLAB chase chase R-15 INSULATION, b" PLYWOOD - Y AN 3 " K EE ALL, O 2668 SHEATHING ON EXTERIOR, HOUSE WRAP, 2 m o AR LE CAP CLOSET L J FOAM BOARD PANELS $ VINYL SIDING; Q ° BATH a q o TEM D GLASS ❑ BATH m OWER SURROUND 3'-3" ll_.I PROV. EPDXIED #4 STEEL REBAR 2" GYPSUM BOARD ON INTERIOR SIDE TI w L F N m 20 8 TIL WALL VERT. @ 12" O.C. INTO FOUNDATION F OOP T 2468 LOOK F m WALL t FOOTING ABUTTING. TYPICAL 2"X 4" INTERIOR STUD PARTITION, HowER 8'_2" 5'-4" SH wE 9'-0° 4'-4" BOTH SIDES OF STOOP WALL 7TT7Tl w/ I LAYER " GYPSUM BOARD ON EACH 2468 C.O. 2468 C.O.UNEXCAVATED 2 Es.D. _ POURED CONCRETE o SIDE; USE MOI5TURE/MOLD RESISTANT ENTRY STAIRS BOARD IN BATHS USE CEMENT BOARD ON � Q I I Z"TJI 560 SERIES m " "o .i•.:... : f..! ..'.o •,...., .•. p'' :' o....,:• •,.'..:' o_.•• ALL SURFACES TO RECEIVE TILE Z ro W F.J. @ I G" .C. w i CEILING JOISTS AS PER z NUMBER OF TRE IDS TO p. I� MAINTAIN 8'-O" CEILING HEIGHT 2668 o ROOF TRU55 MANUFACTURER - BE VERIFIED IN FIELD BASED 10'-3" 0'-3" ON EXISTING GRADE THROUGH ALL AREAS OF HOUSE; PROVIDE BEAM POCKET IN PROVIDE 2- 2x 10" HEADERS ABOVE ALL BEDROOM Q MASTERBEDROOM WE L r, FOUNDATION WALL; SIZE I WINDOWS UNLESS OTHERWISE NOTED; � I30 50 FT CLOSET UP 7.4%VDIT AS REQUIRED TAR ALL 7'-0" HEADER HEIGHT FOR ALL WINDOWS o 1O8m'° " o s.4%uGHr 224;iuGHT - PAIR - SIDES (TYP. BOTH ENDS) N :o. 1868 SQUARE FOOTAGE AREAS: BIFOLD5 ENTRY CLo5ET _ 4"X 4" POSTS W/ 2"X 2" ° I FIRST FLOOR LIVING SPACE: 870 2468 b BALUSTERS CAP RAIL; I COVERED ENTRY PORCH: 109 Q °Ln N m m USE COMPOSITE i 3417 BASEMENT SECOND FLOOR LIVING SPACE: 870 N CL05ET 206 3068 WINDOW(ALL) RAILING SYSTEM 3065 TOTAL FOOTPRINT: 9795e1.ft. Pe4<sl 1' 7' " 7'-0" HEADER HEIGHT THESE WINDOWS FIBERGLASS DRYWELL o� �I 2x 10 F.J. TMI TW2G52 TW2852 TW2852 W/STEEL REINFORCING; @ I G" O.C. TOTAL LIVING SPACE: 1 7405c1.ft. 3"STEP DOW _ - _ FROM LOOR O EGK[s PROVIDE 4" P.C. SLAB, PORC T-s" �'-o" �'-s° PITCHED WITH DRAIN COVERED ENTRY PORCH z O 12 ❑ O �j - a"x4 PORCH FLOOR BOARDS -�4 PORCH ROOFLINE II BEADBOARD ON CEILING �> 4" POURED CONCRETE I O N Ud SLAB ON COMPACTED FILL; I cv @� 2- 14"X 7 4" LVL HEADEP,; 3 R-30 INSULATION THRU WRAP w/ I x AZEK DOWN v 2 TETIALL AREAS 2' DRYWALL OVER BASEMENT h-1 0 8" SQ. PERMACAST COLUMN ALL SECTIONS OF ENGINEERED I UNFINISHED, UNHABITABLE w LUMBER 8'-0" HEIGHT TO JOISTS ( w/CAP BASE DET F y-o y-o PORct a m r EC N O Q SECTION 5" 2 1'-10" 5" W a FOUNDATION WALL LEGEND: I A POPc1 SECOND FLOOR FLAN J Q W� 8 POURED CONCRETE a FIRST FLOOR PLAN SECTION U 0 FOUNDATION WALL I SCALE: 4" = I '-O" o0 J - - WITH P-4"X ,5" FOOTING; L� SCALE: 4 = 1 ,-o,, 0 cz 8'-0"WALL HEIGHT I o U o a �f 8" POURED CONCRETE I 2x 10 F.J. c.o. FOUNDATION WALL @ I G" O.C. Es.D. z N WITH I'-4"X 8" FOOTING; N o 3'-O" BELOW GRADE I I o z`O WINDOW AND DOOR SCHEDULE BASEMENT NOTES: I o _� CLEAR GLASS EFFECTIVE PRESSURE REQ'ID DE51GN DESIGN PRESSURE o J DMP PROOF PERIMETER SYMBOL MODEL NO. WINDOW TYPE QUANTITY SPECIAL NOTES • DOUBLE JOISTS UNDER ALL PARTITIONS I my o > O FOUNDATION WALL OPENING AREA WIND AREA ZONE PRESSURE RATING RUNNING PARALLEL - -� (C NTINUOUS AROUND ALL AREAS) W I TW2G52 TILT WASH 5.47 9.7 10 4 15.2 -19.0 30/30 8 FIRST FLOOR EGRESS • PROVIDE BRIDGING THROUGHOUT ENTIRE m� w W2 TW304G TILT WASH 5.70 1 0.3 1 20 5 17.4 -22.0 30/30 4 EGRE55 FLOOR SYSTEM, 8'-0" o.c. m I • �"TSG PLYWOOD SHEATHING ABOVE TO 0 8" POURED CONCRETE W3 AN28 I AWNING 1 .20 3.0 10 4 18.2 -19.0 35 /35 2 BE GLUED and SCREWED 1'-4" FOUNDATION WALL R W4 TW2432 TILT WASH 2.92 5.09 10 4 15.2 -19.0 30/30 2 • 4" POURED CONCRETE SLAB ON COMPACT I'- "X 8" d. FTG.; PROV. 2- #4 REBAR IN FOOTING W5 TW2G4G TILT WASH 4.69 8.3 1 1 0 4 1 8.2 -1 9.0 30/30 1 TEMPERED FILL 3 2" DIAMETER STRUCTURAL �/ • R-1 9 INSULATION WITHIN CEILING IN STEEL COLUMN BURIED IN ( PICAL ALL AREAS) W7 AN3 1 AWNING 1 .4 3.5 10 5 15.2 -24.0 35 /35 1 z r` BASEMENT I I 24"X 24"X 12" POURED I UP CONCRETE FOOTING (TYF.) I N L _ J 4" DIAMETER ANCHOR BOLTS W8 A35 AWNING I .G 4.9 I O 5 18.2 -24.0 35 /35 4 C� r W 7" MIN. DEPTH @ 48" O.C. W9 AR35 1 AWNING I .G 3. 1 1 0 4 1 8.2 -1 9.0 35 /35 1 W m W MIN. 3"X3"x L' WASHER @ PLATE - UTILITIES D I FWG8OG I I FRENCH WD. GLIDER 2 1 .84 35.85 50 5 1 6.3 -20.0 40140 PROV. FIRE RATED 9 PROVIDE 51MP50N FHD5 D2 30G8 HINGED ENTRY 2 THERM ATRU; FRONT BASEMENT DRYWALL ON CLG. 2x 10 F.J. LU OVER UTILITY AREA H LDDOWN (TYP. 2) o @ I G" O.C. ANCHORS AT ALL CORNERS ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED L THROUGHOUT WINDOWS DOORS TO BE WHITE EXTERIOR, WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. z PROVIDE CLASSIC SERIES LOCKS, HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXTERIOR SCREENS •A:. O •'OO. .0. D .. •.0.. O 2"X 8" ACQ LEDGER BOLDED 7 SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS, 2 OVER 2 - PERMANENT EXTERIOR, 3/4"WIDTH Q °n TO HOUSE FRAME WITH 5" o v Z "LEDGERLOK"SCREWS @ I G" O.C.; o CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B HANG D.J. FROM LEDGER WITH COEFFICIENT I .O WITH 130 mph BASIC WIND SPEED. AS PER SIMPSON LU28 CONNECTOR 2- 2 X 1 O ACQ GIRDER- N aU x TABLE R 30 1 .2 (2) NEW YORK STATE BUILDING CODE. 6"X G" POST ON 12" SONOTUBE W/ POURED WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS OUTLINE OF PORCH ABOVE; „ CONCRETE FOOTING ROVIDE 4" POURED CONCRETE WITH MAXIMUM OF (5'-0"SPAN. FASTENERS FOR SPANS UP TO 6-O SHALL BE 2 1/2 - # 8 WOOD SCREWS AT I G"O/C, FASTENERS PROVIDE I X 10' RIM BOARD PAD UNDER STAIR STRINGERS - FOR SPANS UP TO 8-0"SHALL BE 2 1/2 - #8 AT 1 2 O/C. TABLE 30 1 .2. 1 .2 20"X 20"X I'-O"d. � �� �� (TYPICAL ALL FOOTINGS) CONTINUOUSLY AROUND 1, VERIFY LOCATION IN FIELD pd� 21'_10" ALL UNITS MUST MEET.OK EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED { PORch 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR SECTION GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. ' FO U N DATION FL N REFER TO SECTION R 1609. 1 .4 FOR ALTERNATIVE OPENING PROTECTION. -9J, 374Q PAGE: SCALE: 4" = I ,-o,, O F NE`s UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW PR X_RIDGE HEIGHT NAILING SGtt>DULE GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; 55TD o 20I,. ,Y OCD F:Ats9E CONSTRUCTION R.AP-lUAL 10-99 and 20 15 SBC High Wind Edition Wood Frame Construction ARCHITECTURAL ASPHALT z Fastenerrs s and Connectofor Wood Frame Construction ROOFING WITH 15# FELT JOINT DESCRIPTION' NAIL OUAt1TY "NAIL SPACING 12 Ln 7 O � - 0 - �••-°��••�-� ��� all loor studs and D � � z R047P FRAhfiIN� ad path tings, between foo oundations w OVER�" CDX PLYWOOD 1 0 I A continuous to betty f s f s WITH ICE � WEATHER SHIELD RAFt'ERTOTOP PLATE „TOE NAILED &-O'WALL;3-Bd PER RAFTER roof framing shall be provided. @ PERIMETERS VALLEYS Q N - ._......_...._................. .._.... _._..._-._ U7 z I O''-O"WALL:3-5d PER RAFTER CEILING J015T TO TOP PLATE ,TOE NAILED 8'-0*WALL.3-5d PER JOIST 2. Approved connectors, anchors and other fastening devices not included inTRU55 ROOF FRAMING SYSTEM z 10'-O'WALL:4-8d PER JOIST 3OG of IBC shall be used in accordance " _,,. ._._._._....-...r..,.. ._., .. FICATION5 CEILING JOl5T TO PARALLEL RAFTER FACE NAILED 5EE TABLE 3.7 EACH LAP with manUfaCtuBrer�i recommendations _..._..... ...... ................ _.----_------ _._------_` .-----._-..---_-.-------_---_., __----.-.-----------------__-_....-..__.________._---__.-.-._-._._-._._,.__.-....._............. the tandard ode Section g AND CEILING BY OTHERS SEE SPECI CE1Ut;G JOIST LAPS OVER PARTITIONS W W AS PER MANUFACTURER DRAWINGS ;FACE MAILED SFE TABLE 3.7.... .........EACH LAP p (S) C) m COLLAR TIE TO?.AFTER !.,ACE NAILED 5EE TABLE 3.•4 PER TIE ->olt5, and naiI5 exro5ed directly to the BLOCKING TO RAFTER ITCE NAILED 2-8d EACH END _M.. s It t i h II b t I 5tCCI 51MP50N H7 CONNECTOR ...... ..................................... ..., ., R RIh.4&"ARD TO R�,FfEr2 END,NAILED 2-t Ed _ EACH E.dD . _.................................. ....... ..... .............. ... SUb�eC a corrosion m cos a area a e s Bin Ess s ee or .. .. weather or t to er s s s hot dipped galvanized. I x6 FASCIA, I'-0" VINYL R-38 INSULATION SECOND FL. CEILING WALL FRAMINGBEADED SOFFITS RAFTER/WALL PLATES L TO."P„a.TE TO TOP PLATE FACE NAILED 2-1 6d . F-R FOOT 4. Where windows and doors Interrupt wood structural panel sheathing and TOP FLATE5ATINTER5ECTICt15 ACE NAILED A-IGd JOINTS-EACI154DE n .. siding, framing anchors or connectors shall be provided at the top and bottom WINDOWS 5TUDTO5TUD FACE NAILED 2-1 Gd 24.0/C of cripple studs, header studs, and at least one stud at each side of opening. 2- 2"x 8" HEADER 2"X 4" INTERIOR S O WINDOWS tEADERTO--- ------- IFACEtJAILEC) -Gd I6'OtC ALONG EDGES STUD PARTITIONS TO"OR bofTb-rt PLATE TO STUD END NAILED 2-t Gd PER 2X4 STUD ere ............... ....... ....... .. ._.... ...... ..................... ...,..._. ........._....._.............. _ 3-16d PER2XG5,TUD SUM BOARD IN ALL_.. ... . ............. 5 Rid e stra s shall be attached to each parr o 0 osing res tern except where HEADER HEIGHTS A5 SHOWN• g p pp BAT A ••••-•-•• -•.....w--- -•� • •• • � _ • �•- � • • •••• �• • collar ties of IXG or 2x4 lumber is located in upper third of attic space and PROVIDE C520 STRAPPING HALL � 4-16d FER 2X85TUD BATHROOM AREAS + ___...._._..__._.__.. _._._--._....---.._-..__.___...._.._.._........_....__........ ..... ...._.....___._.__.. attach to each pair of rafters. o BOTTOIt PLATE TO FLOOR JOOT, q BANDJO15T,EltDJQ15T,ORBLOCKIrdG FACErIAiLED 2-t Gd •� PER FOOT G. Uplift connectors shall be provided at each rafter bearing. _� _ _. __ n__.._..,-„.....,.. PROVIDE SIMPSON CSI 6 2”X 8" ACQ LEDGER BOLTED FLOOR FRAMIING „ -downs to be provided every 48, and every I G" within 4' FLOOR TO FLOOR STRAPPING TILE FLOOR ON MUD PORCH TO HOUSE FRAME• HANG JOIST To SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d FIEF,iolST of exterloroco floor old ER 4 PL RAFTERS FROM LEDGER w/ ` ,. a _._.._...............__. _ __.--- --__ __..._ _------ _ __._ _. _ _ OV Y. SUBFLOOR BRIDGING TO JC15T ;TOE NAILED 2-5d EACH END _ SECOND FLOOR SIMPSON L5U2G HANGER BLOCKING TO J0 5T TOE NArLED 2-5d EACH ENC} e h I Z" TJ I G" 0. . _ E COKING TO SILL OR TCP PLATE TOE NA ED 3-I Gd EACH 6LOCK I 5/8" and 3" X 3" X - -1 112 8 Sill Plate to Foundation Anchorage: 5111 plate shall be anchored t a 5 @ C R I I INSULATION FIRST FL. CEILING �q foundation w with anchor bolts hav ng a min bolt diameter of 2X8 1' LEDGER 5TRTT0 13EAM FACE NAfLED 3-1 Gd EACH JOIST I/8" washers. A minimum of one anchor bolt shall be provided within G to 12 EXISTING FRONT OF JOI3TON LEDGER TO BEAM TOE l,4A,LED 3-8d PER, _ nt 2- 2 x 10' HEADER ABOVE WINDOWS HOUSE STRUCTURE TO RQ @ /6" FASCIA$ SOFFIT - _.-.. ._. __... � ...._____.. _._._ _ _ F WINDOWS; CONTINUOUS GROOVE VENT BAND r015rro„015T END NAILED 3-1Gd PER101[,T inches o each end of each plat Anchor bo s s a have a minimum embedment REMAIN � ._.......... .... ....._.._,.. ,_.. �. ._...�, ., .._.,._,.._-,,. v .._.._.,__.....____. .._,... of 7 Inches in concrete/ masonry foundations t Anchor bolts shall be located e PROVIDE C520 STRAPPING ! GY WITHIN BEADS � BAr,iD JO15T TO 5 LL GR TC'P PLATE TOE NAILED 2-_I._G�.......-..._..._._--..._. '.PER FOOT PSUM BOARD OARD 2x4 CJ @ I " _ . _ ... FADED CE � ROOF 5HEAT"IN6 2 x 4" STUD FRAME C I G" O C TYPICAL ALL AREAS - 1 4"X 7 4" LV HEADER; O �, L within Inc es o corners an a spacing no excee ing feet on center. 2 H R• A,PEF'JMQ ER EDGE ZONE- 16"'O/G-�GAT PANEL EDGE a _ _ WRAP w/ I x AZEr, s N z STRUCTURAL PANELS 9d Ar!D AT rFFEPR<.EDtATE 9fjPPORTS IN TI-;E FAFdEL Fi,=LD - KITCHEN / GREAT ROOM -... .......... _.... _ -. --..._ .. .. . -......11 . «.. SHEATHING ON15 OEXTERIOK,OODUSE WRAP, z p _. ........... QJrSIGN LOAD CALCULATIONS q INTERIOR ZCD1E- t 6 OC GAT PANEL EDGES A D 12"AT d- 8d iNTERttE31ATE 5UPPCRT5IN THE PANEL FIELD 2" FOAM BOARD INSULATION PANELS O FOP ROOF 5"EAThfNG'XIrHiN 4'-0°CF THE PERIMETER.EDGE OF THE ROOF,INCLUc,NG 4-c°ON EACs 51DE OF THE ROOF PEAK,Tr,E 4=c FEP.rt.ETEK M1NIMUM UNIEOKMLY DISTK LUTED LIVE LOADS('b��} t SIDING AS SELECTED; GYPSUM � 8 5Q. PERMACAST COLUMN EDuEZCNEATTACr!rhENT REOUtleEMENTS 5HALLBE USED, BOARD ON INTEP.IOR SIDE O EXTERIO«BALCON'_.B CO w/CAP BASE DETAIL; PROV. CQ O _. .. .... ......... ... ...._....-_.,......,_,............_._....-_._......__........_...._.....-.__f..._._...-..._......_._..........._.......-.__....._.._....._.__......... ..._._........._............ ... __..... �" PLYWOOD SUBFLOOR HOLDDOWNS $ STRAPPING CEILING 5HEATHING ATTICS E 2"X G" ACQ SILL PLATE 4 FIRST FLOOR WITHOUT STO',AGI GYP5UM WALLBOARD sd cOGLEPS 7"EDGEC to'FI LD OVER TERMITE SHIELD 2x 10 F.J. @ I G" O.C. R-30 INSULATION o PROV. H4 GJITH STOPrGF 4OOVER SILL SEAL� - CONNECTOR LVALL.SHEATH1PlG :-. OO,,5(OTy=F THA�1 SLEEPING ROOM5) .40 0 2" DRYWALL COVERING - .. R : PROVIDE SIMPSON CS ALL AREAS OF ENGINEERED 2- 2"X 10" ACQ GIRDER 2 GRADE FLOOR HEIGHT m 57PL7CTL'PAL PA1dEL5 1 tga.Gate.Roa?sng Wali SLEEPING ROOMS 30 W/ LPT4 CONNECTORS It2^ (,12xt.5L.x,711Gheacl) 8"EDGE16"FIELD LUMBER 3- 92" LVL DROPPED GIRDER 8 DJ @ 16 BOLTED THRU POST W/ _.._.------------------------ -_.. --............. 1---.... ., _._....... ..L 12 ki.75t.Roo?Fx. S"head}... ................-- ................_.... ._............... ... . ..._...._..._....._....., b ga 9 2 X 8" ACQ LEDGER BOLTED xi (2) -z" CARRIAGE BOLTS 25f32' 3"EDGE16"FIELD TABLE R30 1 .7 DIAMETER ANCHOP,BOLTS BASEMENT TO HOUSE FRAME WITH 5" F:BEKBOAR.D PANEL 7/'Eb c ...,........_,......._3'EDGEIG•FIELD ., 7" M H @ 48" O. . UNFINISHED/ UNHABITABLE "LED OK" SC I G" O.C.; _................................ ...._, ........,.,..,... o / IN DEPT C ERL REW @ _ .....,,,...,w125/32' Sd 3"EDGE/E'FIELD W/ MIN. 3"X3"x8" WASHER @ PLATE �, 3 2" DIAMETER STRUCTURALHANG D.J. f ROM GYPSUM WALLBOARD 5.1 COCLEF5 7&EDGE/ IO:FIELD ALLOWAPLE DEFLECTION OF STRUCTLJFAL MEMEBERS STEEL COLUMN BURIED IN S M 50N U28 CONN ECTORH o FOR GNOTCrIRDERTS W _. ._-__._.__.._.... .,__.--__.-___....._._...-._..._..___-.--___........._-...-_.-..--..----......._.-.._--_..----_.-..__,_-._.--------.-.-.----...._.--._.__-._._-__-___...___.. 4'EDGIZO!IE- 16°c1C-G-AT PANEL EC}GESAND I2'AT STRIJCTIJRAL MEMBER ALLOWABLE DEFLECTION 24"X 24"X 12" POURED o m rARD13CA!D ed INTER .EDtATE5UPPORT5INTHEPAtIELFIELD 8" POURED CONCRETE CONCRETE FOOTING SIMPSON ABU44 � P.afters having slopes greater UI 80 G X G ACQ P05T5 ON 12" CONNECTOR(TYP) INTERIOR.ZONE- lG°O/C-G°AT PANEL EDGE5AND I2'AT than 3/I 2 with no finished ceiling FOUNDATION WALL W/ SQNOTUBE W/ POURED 8d IPPfERP.'EDIATESUPPORT5INTHEPANELFIELD 1'-4"X 8" d. FTG.; PROV. L attached torafter5 CONCRETE FOOTING FLfJOR9HEATtIING 2- #4 REBAR IN FOOTING _. tenor walls drtitions ti/I 80 20 X 20 X 12 d. 5TRUCTURAL FANIPL5- t^cR LE55 &i C'EDGEt 12*FIELD _ . ._ . -.. p (TYPICAL ALL AREAS) - - - n (TYPICAL ALL FOOTINGS) W Floors& plastered ceilings L13 GO 4" POURED CONCRETE FOOTING DEPTH All ether structural memebers L1240 z 'NOTE: CONCRETE SHALL BE SLAB ON COMPACTED FILL Nalling me irements are Lased on :ail sheathmg nailed C.inches G.C.at the panel edges, ff wall stheathing is palled 3 Inches OC,at the panel edge to©btain Exterior walls with plaster or H/3 GO PC = 3,500 PSI @ 28 DAYS higher shear capacites,nadtn�requtr-cmenes for structural mernbers shall be clmPed,Ora[„ — stucco finish FOOTINGS SHALL BEAR ON p ' t".Then wall sheathing is continuous over ctmnected m.emlbers,the tabulated number d rials shall be permitted to be reduced to I-16d nail per foot. Exterior wal is-wind loads with L1240 UNDISTURBED SOIL WITHIN PORCH SECTIO N brittle finishes BEARING CAPACITY OF Exterior walls-wind loads with U 120 I .5 TONS PER SQUARE FOOT BUILDING SECTION IIAII SCALE: 4" = 1 ,-o,, flexible firishes CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA GROUND SNO/J LOAD 20,1Ls SCALE: 4" = 1 '-0" BASK WrtND 5FE4D 1301 mph Exresure Cave ory II3 SEISMIC DESIGN CATEGORY IB WEATHERING 55/LRE FROST LINE DEPT,H 3`-Cl" UPPER SHEARWALL CHORD BOLTS EIRN4TE MODERATE TOHEAVY CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CORNER BRACKET BOLTS ICE BARgfER REQUIRED YES ANCHOR 6mm BENT STEEL PLATE ONE OR TWO SIDES U ANCHOR BOLT FIRST FLOOR AREA 4"X 4" POSTS W1 2"X 2" r VI' ' BALUSTERS t CAP RAIL; `J NOTCHED RAFTER THREADED ROD WALL TO FOUNDATION COMPOSITE RAILING SYSTEM o 4"0 ROOF VENT RAFTER l v RIDGE _ DOUBLE PLATE Fri F RIDGE w ANCHOR d FLOOR STRUCTURE x 4 CORNER BRACKET CORNER HOLD-DOWN DETAIL o a BOLTS N.T.S. GRADE W LOWER SHEARWALL METAL HOLD- J Q DOWN STRAP 8" POURED CONCRETE SHEARWALL TO SHEARWALL O _ — 38-16d SINKER FOUNDATION WALL J TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING J _ --� SHEARWALL HOLD-DOWN DETAILS NAILS AS PER 3 2"X4"WD STUD 1= —�-- I N.T.S. MANUFACTURER �@ CORNER TYP. #5 REBAR @ 1 2" O.C. BASEMENT �i O -� I • NAILED OUTSIDE a BATH 3 r I BATH 4 I ,OPTION2"X4"SILL U O< I PLATE #5 REBAR @ 12" O.C. ENTRANCE I � � RIM I (VERTICALLY) T 1 lie I I I/z �1 U4 +1 1/4 11 1/2 1 1/2 RAFTER PROVIDE 1/2"SPACING DBLJSOILLTPATE aO ` BETWEEN THE END STUD #5 REBAR @ 12 O.C. xAND THE 2 OTHER STUDS z010RAFTER ANCHOR BOLTSHEAR COEIMIN.FOR ALLOWING CONNECT CORNER STUD HOLDDOWN INSTALLATION TO TRANSFER SHEAR 12"LENGTH 5HOVVER TOP PLATE FASTEN WITH(2)16d 3'-0"X 8" POURED TOP PLATE 30"MIN. FOUNDATION CONCRETE FOOTING COMMON NAILS @ 6"O.C. REBAR LENGTHWALL TYP. ON COMPACTED FILLWALLSTUD 1/2MIN. STAI � WALL DETAIL- - 3 1 1/4 11/4 3 WALLSTUD -0 SIDEWALL ENDWALL FROM CORNER C.O.) 4" CONCRETE SLAB 4 4 TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN/UPLIFT ANCHOR PITCHED TO CENTER FOR SCALE: 4" = I '-O" DRAINAGE KITCHEN BATH I BATH 2 -- —1-----r---T--- DZ 2ND.FLOOR WALL STUD KING STUDS z � F I I I I1114 F.A.I. PLATE 11 114 I1 114 �1 112 1 114 T1 1/2 4 2ND.FLOOR FLOOR CRIPPLE STUD � m 51 N K LAV LAV I WOOD JOIST WOOD JOIST m Ew. I BLOCKING RIM BOARD HEADER SHOWER JOIST HANGER ' 1ST.FLOOR TOP PLATES JACK STUDS � GIRDERMEADER LLJ WOOD GIRDER WOOD JOIST _ 1ST FLOOR WALL STUD C,O,I 2 1114 3 1114 3 if z 4 TYPICAL HEADER CONNECTION �- o TO SUFFOLK COUNTY U y DEPT.OF HEALTH PPRJOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER Z SERVICES APPROVED 4"C.1. SEWER LINE. Q HOUSE TYPICAL MULTI-STORY CONNECTIONS Z TRAP 1ST.FLOOR WALL STUD BASEMENT 1 ST.FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES ® �� SLOPE" 1/4" PER FOOT PITCH TO DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) FOUNDATION WALL DRAIN FOUNDATION WALL PLUMBING R15ER DIAGRAM (P 17D ns7�o5 yon NOT TO SCALE DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING ©F PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO Tt115 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7200 OF THE N.Y.S. EDUCATION LAW 3 FLINT STREETNIC HOL50N RE51DENCE o _ (nQNZ CONSTRUCTION TRUCK5, TRENCH DRAIN N P RO PO5 E D NEW H O U S E z W w EQUIPMENT, TOOL5, ETC. TO @DRIVEWAY ENTERANCE Q � � ALONG ENTRANCE PROPERTY hERE. SITE PLAN on VACANT LAND DRIVE SURFACES 58G042' 10 E 50.0 (EL. 14.0) MAX. C. to C. i- (EL. 14.7) , r-r r-r- -r-r-r-r r-r-r-r- r r r-r-r-r-r-r -r r-r-r-r SCALE• 8" — I '-0' TEST HOLE A5 DONa BY McDONALD G1_05C INCE 5CTM : 1000-48-2-23 TEMPORARY CONSTRUCTION 4 JUNE 22, 201 7Information taken from curve re are GRADE �- m Yp pd 0 � DRIVEWAY TO BE R.C.A. FILL t APPROX. LOCATION Y Ln z G" ABOVE EXISTING GRADE. TO BE OF SCHS APPROVED c\j by Peconic Land Surveyors, Southold - _ � REMOVED UPON COMPLETION Of � W N SEPTIC FIELD AS DESIGNED Y = dated June G, 2017 W ROUGh CON5TRUCTION; FIRST 10 W N BY JOHN METZGER, p t f ' TO ROADWAY WILL REMAIN AS BASE _ , � W _ _ PECONIC SURVEYORS N t m o PROPERTY DATA• FOR PAVED ENTRY APRON - W - - CON5TRUCTION Ln Zone R-40 O AGINGA" Existin Lot Area : 5624 5 .ft. W CONCRETE WA5hOUT + g FINISHED DRIVEWAY FROM PAVED ; - � m ENTRANCE TO BE DIRT PEA 5TONE _ W _ - Pro o5ed New house: 979 s .ft z N w/ GRASSY CENTER p 5q.ft VE VIEW z o - W - (with entry porch) �n - L sz 'j 0 m LE O — PROP 5ED:- COVERED o TOTAL LOT COVERAGE: 17.4°0 BUILDING ENVELOPE- AFI 15 E PORCH L 30 MINIMUM 2 x 2 based on average setbacks DRV W Y t Area of Construction Includes: FENCE POST - W W New House, entry porch driveway Patio on Grade WOVEN WIRE FENCE (FIRST FLOOR EL. I G.5) r (G x G - 10 / 1 0 WWF) W SILT FENCE SITE PROTECTION: ; Extent of Land Disturbance: z TO BE INSTALLED PRIOR TO ; O ThE 5TART OF CONSTRUCTION- 3000 5c[.ft. -�/- FILTER CLOTH DRYWELL I_ II I_ I It t O CONTINUOUS AROUND 51TE } 4 0 x 8 0 PROPOSED = Including structure, excavating , 5eptIC, etc. N z UNTIL JOB COMPLETION � r *TO BE CONTAINED FULLY BEHIND NEW HOUSE 51 LT FENCING r y r EMBED FILTER CLOTH r TEST HOLE MIN. G" INTO GROUND z 6.22.201 7 y ELEV. 15.2' 4" DARK L9 t BROWN LOAM NOTE: OL I ' MAXIMUM DRAINAGE AREA � r I /2 ACRE / 100 LINEAR FEET � BUILDING ENVELOPE Y BROWN 51LTY SAND 5M41 U 501L 5TOCKPILE DURING - -`•`-'•'-`- •`•` `-`• SECTION DETAIL ►-a EXCAVATION � FOUNDATION ,-� ;-;•;•;•`•'-�- •'•'-, r PALE BROWN U W TO BE �:4. :-:-:•:W �:-:-: . FINE TO aj CON5TRUCTION. .�.W. .�.W. W .�. COURSE oa REDISTRIBUTED AROUND hC�USE - - - - SANDW Q UPON APPROVAL TO BACKFILL W`- `-�-� �- -'-`- '-'•`-`•' -� wo J DRYWELL 2 - 30' U SW . . . . .•. .•. . . . . 2 -0 x 8 -0 0 ... W. Ln - W " �� ft BUT SUFFICIENT TO KEEP cn PALE BROWN a. SEDIMENT ON, SITE U o a N -` '. -.`.'.'.`.' - •;•' -`` FINE SAND `-` ` `-�-W•W- -4 -` ` mss'` SP 13,G' W SILT FENCING CONTINUOUS ' WATER IN w AROUND PROPERTY� TO o . ,• •,• •, v > EITHER SIDE Of ENTRANCE U� ' Q PROJECT ROOF DETAILS: ° � -`�` / PALE BROWN o Q� m FINE SAND Q RUNOFF NOTE: 5P 17.0' ° ° ROOF GUTTER � Gutters continuously around; z *NOTE: WATER ENCOUNTERED LU Leader locations as per (EL. 14.G) (EL. 1 5.0) AT 13.G' BELOW SURFACE w Q installer - all leaders drain to ° N86 42 I 0"W 50.0 .:...' LLJ 4" 0 PVC pipe to new drywellls. fro �rj�` LU Cn W 0 NEW ROOF RUNOFF CALCULATIONS: (D `D Q G x . I G7 x 7.5 = 1123 .G gallons of runoff LEADEiR 00 W O � Lijw QD u @ ( 1 ) 1 '-0" x 8'-0" 0 capacity = 300 gallons o w cn HousE = LLJ 23.G / 300 = 3.74 R 4 . I- C Runoff Containment Requires: ry (2) 2'-0"deep x 8'-0" 0 ring o LU } 3 (provides 1200 total capacity) o z DRIVEWAY ENTRANCE RUNOFF CALCULATIONS: CLEAN SAND SHOULDER o EXTENSION AREA. TYPICAL EXI5TING ASPHALT U j 124 x . I G7 x 7.5 = 155.3 gallons GRADE ROAD SURFACE. Q PEA 5TONE DRIVEWAY 5URFACE: UNEXCAVATED 283 x . I G7 x 7.5 = 32 1 .8 solL GRADE PLAN VIEW f f1 G 00 O D O � D� TOTAL DRIVEWAY = 477. 1 gallons of runoff \//� //� ° D Cq�00 D Q�q DO 0o CLEAN GRAVEL FILL. @ ( 1 ) 1 '-0" x 8'-0" 0 capacity = 300 gallons `� \� �� I� �° 477. 1 / 300 = 1 .59 /// // \ \/ = O 0000 O o O Q FILTER CLOTH \ . ��\ \� \ \ ODD ° ° ° �ao Runoff Containment Requires: _ G ®A " d 0 0 o O Q o O VIII UNEXCAVATED SOIL ` V / 2 -0 dee x 8'-0" 0 rin II 0 -0 MIN CO Q oo �,� M. p ( ) pg PRECAST p°(da0 °�°pCj (provides G00 total capacity DRYWELL o a o °D o o o Q o 00 �IIIIIII TYPICAL LEADER ELEVATION / SECTION lllil=llllilll11-1 - x Runoff to be piped into drywell shared w/ house. Not to Scale LlllI-IIIIIIllll= I 0374 6 �� PAGE: FRENCH DRAIN DETAIL - NTS �TFOF0 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7205 OF THE N.Y.S. EDUCATION LAW