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Home My WebLink About44988-Z �o�S�FFn K Town of Southold 1/21/2021 P.O.Box 1179 co co 53095 Main Rd �j Southold,New York 11971 :rr CERTIFICATE OF OCCUPANCY No: 41745 Date: 1/21/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 155 Bridge St., Greenport SCTM#: 473889 Sec/Block/Lot: 34.-3-45 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/22/2020 pursuant to which Building Permit No. 44988 dated 7/16/2020 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: single-family dwelling with finished basement and three entry landings as applied for per ZBA 7367 dated 2/20/2020. The certificate is issued to Nicholson,Bryan&Boger, Scott of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0582 12/18/2020 ELECTRICAL CERTIFICATE NO. 44988 1/5/2021 PLUMBERS CERTIFICATION DATED 1/6/2021 Pl bing&Henng A ho ' e gna ure asuFfn TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIC'S OFFICE ca rip SOUTHOLD, NY 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 #: 44988 Date: 7/16/2020 Permission is hereby granted to: Nicholson, Bryan 73-10 197th St Fresh Meadows, NY 11366 To: construct single-family dwelling as applied for per SCHD & ZBA approvals. At premises located at: 155 Bridge St., Greenport SCTM #473889 Sec/Block/Lot# 34.-3-45 Pursuant to application dated 6/22/2020 and approved by the Building Inspector. To expire on 1/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,268.40 CO-NEW DWELLING $50.00 Total: $1,318.40 Buil ing n ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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 I% 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 rr_ Date. tp V New Construction: Old or Pre-existing Building: (check one) Location of Property: 1515 G 3 r). S-kxf&� Greer,oerf House No. 9treet Hamlet Owner or Owners of Property: Cjr"p fDrulAn NLC��fl o�S�� Suffolk County Tax Map No 1000, Section_ 34 4 _Block 3 Lot y� Subdivision &P p 0� ?W04 11 Z - �� 0.645 i1 Filed Map. .5 Lot: L/ Permit No. T Date of Permit._ Applicant: 1 rt&1,01 (�;C*0 01 Health Dept. Approval: Underwriters Approval: l Planning Board Approval: / Request for: Temporary Certificate_ Final Certificate: '/ (check one) Fee Submitted: $ App lica t Signature pF SO!/��®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 ®l��((�� o roger.rich erta)-town.south old.ny.us ®Vff N9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Brian Nicholson Address: 155 Bridge St City: Greenport St: New York Zip. 11944 Building Permit* 44988 Section 34 Block: 3 Lot 45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Advantage 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 Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 52 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 12 Wall Fixtures 10 Smoke Detectors 7 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 51 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 200a Switches 52 Twist Lock Exit Fixtures TVSS Other Equipment. 2-combination smoke /co detectors, gas range, range hood, 4-bath fans, 1-30a generator recpticle, 14-ARC fault circuit breakers Notes: Inspector Signature: Date: January 5 2021 81-Cert Electrical Compliance Form.xls tof so' ��o , . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G cC Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOt D CERTIFICATION Date: A f Building Permit No. Owner: (Please print) /� Plumber: �/�y�� 'd- ® ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PI mbers Signature) Sworn to before me this c!C day of 6')a 20 2� Notary Public, lr; 'County DEBORAIi H.VAN DUZER NOTARY PUBLIC,STATE OF NEW YORK Registration No.OI VA6186177 Qualified in Suffolk County Commission Expires April 28,20°M oF souTyOlo * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE -& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fDvmmolv> o 1 o c rO v h ► .� DATE INSPECTOR ,��gg �a0FS0U,yOl # TOWN OF SOUTHOLD BUILDING DEPT. °lycourm, 765-1802 < < - 1 NSPECPON [ ] FOUNDATION 1ST [ RUGH PL13G. [ ] UNDATION 2ND [ T N [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE = o INSPECTOR vy f ` L -- 441(tvS - - -- - h l0 * # TOWN OF SOUTHOLD BUILDING DEPT.- co EPT:co765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY— [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: re� DATE 11/1 hmo INSPECTOR 11 - - --- -c pF SOUI,yOIo f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION q . [ ] FOUNDATION 1 ST [ ] 'ROUGH PLBG. [ ] FOUNDATION-2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION, [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE ?/l INSPECTORV( �t �� 7� �o��pF SOUTyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] SULA..TI``ON/CAULKING [ ] FRAMING/STRAPPING [ FINAL Alt [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY_'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I INSPECTOR Air Leakage Test Report In compliance with ASTM E-779-10 (2019) Hampton Home Performance iiia iii s Building Address: 155 Bridge St Greenport, Suffolk NY USA Performed for: Scott Boger Performed by: Peter Vargo Test date: 2021-01-04 Associated Test file: ASTM2019 2021-01-04 1821 Report Number: Unique Property ID Number: Page 1 of 10 1/4/2021 Summary SIngle family detached version:5.11.79 licensed to: Hampton Home FanTestic Performance Test date: 2021-01-04 By: Peter Vargo Customer: Boger, Scott Building Lot Number: Building address: ISS Bridge St Greenport,Suffolk NY USA Building and Test Information Test file name: ASTM2019 2021-03-041821 Building volume [cu ft]: 21,600 Envelope Area [sq ft]: 3,220 Floor Area [sq ft]: 2,400 Building Height(from ground to top) [ft]: 20 Results CFM at 50 Pa: 6 Leakage Area (EgLA) [sq in]: 63.55 Leakage Area (EfLA) [sq in]: 33.80 f it Changes per hour ACH50: Page 2 of 10 1/4/2021 Building Information SIngle family detached Building Measurements Building Volume [cu ft]: 21,600 Envelope Area (AE) [sq ft]: 3,220 (defined as the area of external walls plus the area of the roof and ground floor.) Net Floor Area (Ar) [sq ft]: 2,400 Building Height(from ground to top) [ft]: 20 Heating/Ventilation System HVAC Systems Present: Pictures ii= in ilii 4 r Test Method All intentional openings were set to the operating condition expected during occupancy. Page 3 of 10 1/4/2021 Discussion of Results Leakage rate The measured air flow at a test pressure of 50 Pa was 613.95 CFM which equates to an equivalent leakage area of 63.55 sq in, based on adding up the leakage from all the holes and cracks in the exterior. This leakage also equates to a one inch gap,5.3 feet long. Your home leaks as if there is one hole this size in the wall. Air leakage in your ducts to the outdoors was not measured in this test but can greatly increase the above loss rate and can also cause air quality problems. Repairing this type of duct leakage should be the first priority. Safety concerns Your home may already be suffering from air quality problems due to pollutant sources. A proper whole house diagnostic routine by a certified tester will go a long way to identifying solutions. Whenever changes are made to house and duct leakage, a thorough evaluation of the"house as a system"will optimize comfort, energy and air quality while ensuring a higher degree of safety and protecting the integrity of the structure of your home. Ventilation The air in your home will be replaced with outdoor air every 35.18 minutes on average. That is about 1.71 air changes each hour. This air change rate will provide annual per person ventilation of 7.2 CFM of fresh air each hour which is not sufficient. According to the ASHRAE standard 62.2,your home,with windows and doors closed, requires an additional continuous ventilation of 69 CFM for 24-hours each day or 276 CFM for 6 hours. Bringing in air from a clean outdoor location and removing stale indoor air from kitchens, bathrooms and other locations will improve air quality. Cost of air leakage The air leakage rate in your home costs an estimated$109.08 per year in winter and$8.92 in summer using the Lawrence Berkeley labs calculation technique. Combined Test Data (Vested in one direction onlyl Results Uncertainty Air flowsrP, [CFM at 50] 613.95 +/-2.2% Air change rate at 50 Pa [/h] 1.71 +/-2.2% Flow per unit floor area at 50 0.256 +/-2.2% [CFM/sq ft] Flow per unit envelope area at 50 0.191 +/-2.2% [CFM/sq ft] Equivalent leakage area at 10 Pa 63.55 +/-3.2% [sq in] LBL Effective leakage area at 4 Pa 33.80 +/-5.6% [sq in] LEED Permeability at 4 Pa [sq in/ 1.050 +/-5.6% 100 sq ft] Infiltration results Page 4 of 10 1/4/2021 Intiltration ettects for NY-NYC-La Guardia (USA) Winter design: 43.5 CFM 0.12 ACH Summer design: 31.1 CFM 0.09 ACH Infiltration cost: $109.08 for heat $8.92 for cooling Estimated annual 43 CFM 0.12 ACH infiltration: 7.2 CFM per person Required mechanical 69 CFM for 24 hours ventilation: Air Leakage Test Data Appendix- SingRe family detached Depressurize Data Set Test Dataset Date: 2021-01-04 Start time: 11:01:59 Environmental Conditions Wind speed: 5 from the E Operator Location: Inside the building Initial Bias Pressure: -2.86 Pa Final Bias Pressure: -2.04 Pa Average Bias Pressure: -2.45 Pa Initial Temperature: indoors:68°F outdoors: 36°F Final Temperature: indoors:68°F outdoors: 36'F Test Analysis Results Uncertainty Height x Temperature difference: 640 ft°F Air leakage coefficient,C: 48.4 CFM/Pa" +/-9.43 Exponent, n: 0.649 +/-4.0945 Correlation coefficient, r: 0.99$32 Air flowsTP: 613.96 CFM at 50 Pa +/-2.2 Air change rate,ACH: 1.705 air changes per hour at 50 Pa +/-2.2 Flow per unit floor area: 0.2558 CFM per sq ft +/-2.2 Flow per unit envelope area: 0.191 CFM per sq ft +/-2.2 Equivalent leakage area at 10 Pa [sq 63.55 +/-3.2 in] Effective leakage area at 4 Pa [sq in] 33.82 +/-5.6 LEED Permeability at 4 Pa [sq in/100 sq 1.050 +/-5.6 ft] Measu -55.9 -57.0 -50.7 -46.8 -44.1 -38.1 -32.0 -28.3 -23.9 -18.8 -14.9 -10.9 red pressu re [Pa] Induce -53.4 -54.5 -48.2 -44.3 -41.7 -35.7 -29.6 -25.9 -21.4 -16.4 -12.5 -8.4 Page 5 of 10 1/4/2021 d Pressu re [Pa] #1, Fan 16.6 Range Press B ure [Pa] Flow 273.7 [CFM ) #1, Fan 69.9 58.7 Range Press C8 ure [Pa] Flow 671.2 613.6 [CFM #1, Fan 189.3 170.6 144.3 112.7 95.2 73.5 Range Press C4 ure [Pal Flow 603.4 572.1 525.3 462.8 424.8 372.1 [CFM #1, Fan 175.1 125.9 72.6 Range Press C2 ure [Pa] Flow 318.2 268.6 201.8 [CFM ) Total *718. 671.1 613.5 603.3 572.0 525.2 462.8 424.7 372.0 318.2 268.5 201.8 Flow 389 61 92 63 63 78 39 60 64 39 65 28 [CFM] Correc *673. 628.9 575.0 565.4 536.1 492.2 433.7 398.0 348.6 298.2 251.6 189.1 ted 23 7 2 3 0 6 4 6 7 3 8 4 Flow [CFM] Error 5.8% - - 0.3% - 0.6% 0.1% 10.1% - 1.0% 1.6% - [%] 2.4% 3.5% 1.0% 0.9% 1.4% 12 induced pressures each taken for 20 of the required 20 seconds. 12 baseline pressures each taken for 10 of required 10 seconds. Average Baseline,AP: -2.45 Pa Static Pressure Averages: Average Baseline [Pa] AP-2.45 initial [Pa] 8P01-2.86 AP01--2.86 AP01+0.00 final [Pa] AP02-2.04 AP02--2.04 AP02+0.00 Page`6 of 10 1/4/2021 Baseline,initial -4.43 -3.63 -3.69 -2.71 -1.23 -2.09 -2.57 -2,10 -3.23 -3.00 -2.90 -2.70 [Pa] 1 Baseline,final -2.08 -2.24 -2.22 -1.75 -1.86 -1.81 -1.84 -2.74 -1.48 -1.60 -2.31 -2.59 [Pa] Flow vs Induced Pressure (Depressurize Set) 1000 ii xs -- ----- — -- �- - —Depresswize r-=[),99932----•-L 7 f v _ __ EC 1 t s 1 1 � 100 1 10 100 (Log)Pressure(Pa) Page 7 of 10 1/4/2021 Bunaing txauge Pressure (vepressurize bet) 10- -20- -30- —1------ -40- F W-A -50 -60- 0 100 200 300 400 Time Page 8 of 10 1/4/2021 Test Equipment The following test equipment was used in the performance of the air leakage tests. _ - Gauge ° Fan , Fan`serial, •" , Fan location Gauge Gauge Calibration ` serial #1 Retrotec 1000 DM32 401288 Fan Calibration Certificate Retrotec 1000: Retrotec 1000 Fan last calibrated: (Flow Equation Parameters - Bi) . Published Flow Equation Parameters,Round B1. CFM Range n K K1 K2 K3 K4 MF Open(22) 0.5214 519.6183 -0.07 0.8 -0.115 1 8.6 A 0.503 264.9959 -0.075 1 0 1 12 B 0.5 174.8824 0 0.3 0 1 10 C8 0.5 78.5 -0.02 0.5 0.016 1 10 C6 0.505 61.3 0.054 0.5 0.004 1 10 C4 0.5077 42 0.009 0.5 0.0009 1 10 Cz 0.52 22 0.11 0.5 -0.001 1 10 C1 0.541 11.9239 0.13 0.4 -0.0014 1 10 L4 0.48 4.0995 0.003 1 0.0004 1 10 L2 0.502 2.0678 0 0.5 0.0001 1 10 L1 0.4925 1.1614 0.1 0.5 0.0001 1 10 Fan Pressure(FP) is the measured fan pressure when using a self-referenced fan or when Room Pressure(RP) is negative. If using a fan which is not self-referenced,and Room Pressure is positive, Fan Pressure is calculated by subtracting the measured Room Pressure from the Absolute Value of the Fan Pressure. If PrA>0 and fan is not self-referencing: FP= I PrB I-PrA If PrA<0 or fan is self-referencing: FP=PrB Page 9 of 10 1/4/2021 How calculations are not valia it Fan Pressure is less than either MF or(K1 x I KN 1). Flow in CFM using the above coefficients is calculated as follows for standard Ranges: flow = (FP—(IPPIxh1))3I'+ (K+ (K3x FP)) Page 10 of 10 1/4/2021 Hampton els r (631) 594-7101 I'®Box 866•BfLd e pt®n AT 11932 DATE: 1/4/2021 1 TEST# 01042021 D 1 2020 lam-ECCC Air Leakage/Duct Leaer Hoare Address Tested: ' 155 Bridge Street " Greenport,NY 46 14 400--- Duct 00---Duct Leakage Test Final CFM25A116wed =Area Served Sq.Ft. 1100-X"'4","" CFM25Allowed = 2,400 sgft/100,x 4"cfrri:-='96 CFM2s Better than code by 2 %o.- ' ignature con u ms,t- e,va i ity o the above test resu ts. Attention Building Inspectors: X Please do not hesitate to call to Pete Vargo; ,`;�^ confirm that this test was RESNET.Certified HERS Rater completed by a third party, BPI-DOE Certified Quality Control Inspector(QCI) independent, professional and to BPI Certified Multi-Family Building Analyst verify TEST # and results. BPI Certified Building Anaylst BPI Certified Energy Auditor (570) 490-3928 (Pete) Building Performance Consultant Energy Star Partner FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) t ® ✓tjW • y Ott l,t/ %--------------------- ---------- .�1�. �1 FOUNDATION (2ND) vin ss fw kW ROUGH FRAMING& y !, PLUMBING V" a ll � alp o INSLLATION PER N.Y. H , STATE ENERGY CODE FINAL ADDITIONAL CO• ENTS VQA Ll (06 p 7 . e t a ' - rn C � • l y y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health f c`s SOUTHOLD,NY 11971 4 sets of Building Plans YY5 TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey �s South oldtownny.gov PERMIT NO. Check Septic Form P 1 N.Y.S.D E.C. W IA• Trustees "1A" C.O.Application ,ss _711� }�y Flood Permit /�{ Examined 20� Single&Separate tf 'S Truss Identification Form PS Storm-Water Assessment Form `les Contact: Approved Approved / ((i ,2a6 Mail to: 90NOn t\�+(�Wlsoq Disapproved a/c Phone: 7f�?." 37�'L'16 7 7 Expiration ,20 Buil s r JUN 22 2020 APPLICATION FOR BUILDING PERMIT Date , 20 2® 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 throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or. Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein 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. (Signature of applicant or name,if a corporation) VQ ao,,- 57575--, So*&44 NY 114'1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises SLo'�� j pol,�� c,MoA yon (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: ISS �,1-, 33 5 BrJm S+ House Number Street v Hamlet County Tax Map No. 1000 Section 31V Block''`' "'` ' Lot �� Subdivision'Pro (A-q pA—1-Ohn A- ft0+ej) Filed Map No. SJ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy \10,C lAk Ltal I _ b. Intended use and occupancy n�I� Vejve.;�gjf3;deht-e 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories r 8. Dimensions of entire new construction: Front • -o Rear Z Depth �7 Height 2S�' �' Number of Stories 9. Size of lot: Front 1-10,Z- , Rear yo.21 Depth I 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �_-Lto 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO VWill 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 V' * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES V NO * IF YES, PROVIDE A COPY. --L Gl,-�Q&c t� 216A SekbC"IG Req'-OVals STATE OF NEW YORK) SS. COUNTY OFA d f�� \')I�cA ot-wvl being duly sworn, deposes and says that(s)he is the applicant (Frame of indr dual signing contract)above named, (S)He is the ©Wre,✓• (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. S to before me this da of 20,_cam "N,., awn Johnson Notary Public NO7ARV Notary P4blic,State of New Yorki nature of Applicant _* 1*-No OIJ06349053 PUBLIC Qualified in Suffolk County commission Expires 10!11/20.2-6 Scott A. Russell �� S T 0�[�.I�y[�� A�C'1E1K sUpERvis®R I MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 11795 53095 Main Road-SOUTHOLD,NEW YORK 11971 f�`�.�' t Town of Southold NU22� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF TIME FOLLOWIN r 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 or filling involving more than 200 cubic yards of material ❑�within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D./Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted / on FIRM Map of any watercourse. ® F. 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 surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag 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 Stormwater 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: Dutnct ` r NAME: k- SUUX 1P 0 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information 702--:57% -k 6 !7 Tkphnc\umbcr Reviewed By: - - - - - - - - - - - - - - - - - - Date: 6-Zs-2o Property Address / Location of Construction Work: - - — — — — — — — — — — — — — �S 0.KrA f l(a- � 11 Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (For«-ard to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 APPLICANT S C'T,M. '. 1000 � ��T�i ��-- — -- - �, (Property Owner,Design Professional,Agent,Contractor,Other) —r,— `Q't'r{tri` C � Storinwater Management Control Plan CHECK LIST Section Block Lot NAME MG� i� S�f1 �' } z S M C P -Plan Requu•ements. Provide ONE copy of the Building Pei mil Application , �— Plmw Prim The applicant must provide a Complete Ex lanation and/or Reason for not �tovidin In-.�7%"�� Date: �o� oti * I P l ' I P I g (� 'z all Information that has been Required by the following Checklists Igna1 TNeph—Number 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: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries �0 b. Total Site Acreage. c. Existing -Natural & Man Made Features within 500 L.F. �O of the Site Boundary as required by §236-17(C)(2). d. Test I lole Data Indicating Soil Charactet istics&Depth to GI ound Wates. 0� e Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Mintinuin 2'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, 1. Location of proposed Swimming Pool and discharge ring. 0 j. Location of pioposed Soil Stockpile Area(s). k. Location of proposed Constiucuon Etatante/Staging Aiea(s). 0_ I. Location of proposed concrete washout area(s), �0 nn. Location of all proposed erosion&sediment control measures. �✓ �� 2. Storinwater Management Control Plan must include Calculations showing that the stormwatei improvements are sized to capture,store,and infiltrate on-site the run-off fr om all impel vrou5 surfaces generated by a two(2")mch rainfall/storm event 3. Details&Sectional Drawings fol stormwatel practices aie iequned i•or approval Items requiring details shall include but not be limited to: a, Erosion &Sediment Controls. 00 b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,ti ench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) *W** FOR ENGINEERING DEPARTMENT USE ONLY **** 1 Additional Information is Required. Reviewed & 1 Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. FORM i° SWCP Check List -TOS MAY 2014 L VV 2 $�Y= gVD4' i / U DING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD SEP 1 6 202 lion$ i. Town Hall Annex - 54375 Main Road - PO Box 1179 ? Southold, New York 11971-0959 D r,Juu-)-ANG,DE- i,` +`°�`=.''' - A felephone 631 765-1802 - FAX 631 765-9502 roadVasoutholdtownnygov— seand southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFQRMATION (All Information Required) Date:` 7T"T z� Company Name: (-�It/VV1 -f- ��I-,�; �► e_ Name: 61 I.e-A License No.: 39 3s r email: A ✓i ( L/O © o✓1 11'n-e , nth Address: q leo 11 Or- S osSe.�- Phone No.: 631— 2.3— /3-76 JOS SITE INFORMATION (All Information Required) Name: 'r;c, V,\ /V" c. v---% O So Address: ISS (3r-J -5+ � ('"42 . Cross Street: rr Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: 6V1 YE / NO Rough In Final Do you need a Temp Certificate?VCA YES NO Issued On Temp Information: (All information required) Service Size 3 Ph Size: .1°0 A #Meters r' 1 Ph Old Meter# New Servi - Fire Reconnect- Flood Reconnect-Service Reconnected Undergro -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information. PAYMENT DUE WITH APPLICATION 0 �0�-` 6D Request for Inspection Form As "` _-- ------—— ------ - --- BUILDING ----- - -- BUILDING DEPARTMENT-Electrical Inspector �s x -TOWN OF SOUTHOLD Gy • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telepflone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 620 Date / 2020 Customer Name '1;Lean AlID71ZA Electrician Name moo" Address Ce ey4 A I ryl Phone 5 e-mail J e-mail o ¢a^ f Phone / License# Size 0 A Phase / Overhead Underground_�9 #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F_/ Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification irV for 90 days from the date above. Authorized by ` , y ib �96 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 " " Southold, NY 11971-0959 1<; gray BUILDING DEPARTMENT NOTICE OF UTILIZATM OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: (a Owner: C,o 900! 4r Cv"� Zl q(A Location of Property: V5 _ ate, 3'3 r;dg &Meu Vj+ Please take notice that the (check applicable line): ✓ New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Tse Pre-engineered wood construction (PW) Timber construction (TC) in the following 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): �ar Capacity (c ck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 BOARD MEMBERS l Southold Town Hall 53095 Main Road'*P.O.Box 1179 Leslie Kanes Weisman,Chairperson Y Southold,NY 11971-0959 Patricia ora Acam P r � � ., °� �Office Location: Eric Dantes a, Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento r �U ,� Southold,NY 11971 http://southoldtownny.gov 'BONING BOARD OF APPEALS TOWN OF SOUTHOILD August 7,2020 Tel.(631)765.1809 o Fax(631)765-9064 Bryan Nicholson P.O.Box 555 Southold,NY 11971 Re: De Minimus Request,File#7367 155 aka 338 Bridge Street,Greenport,NY SCTM No. 1000-34-3-45 Dear Mr.Nicholson; I am in receipt of your correspondence dated July 30,2020,requesting a de minimus approval for a proposed single family dwelling. In your letter you request that the Board approve the foundation location as shown on a survey last revised July 28, 2020,after the foundation walls were poured. The Board in their February 20,2020 decision approved a single side yard setback of 5 feet and a combined side yard setback of 20.2 where the Code requires a minimum single side yard setback of 10 feet with a minimum combined side yard setback of 25 feet. Accordingly,you are asking that this Board approve a single side yard setback to 6.3 feet and a combined side yard setback of 20.3 feet,both of which would result in less non- conforming setbacks. I reviewed your letter,survey, and the Zoning Board of Appeals determination,and have determined that your request is de minimus in nature because the change has reduced the degree of non-conformity and upholds the intent of ZBA approval. Please submit to our office an additional signed and sealed survey depicting the change in the foundation location. Feel free to contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. S'is e , leslie Kanes Weisman ChaiiWrson - cc Miehael-Verity,-Building Department- BOARD MEMBERS pf Sy� Southold Town Hall Leslie Kanes Weisman,Chairperson �� 1p 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora T Office Location: Eric Dantes COQ Town Annex/First Floor, Robert Lehnert,Jr. 5437 Nicholas Planamento �UNn,� Souf E �( #AywL� 3.07 T http://southoldtowmy.gov F E B 2 6 2020 J ZONING BOARD OF APPEALS i a FEB 2 7 X020 TOWN OF SOUTHOLD ° Tel.(631)765-1809•Fax(631)765-9064 Southold Town Cleric 'TYNDiNQS, DELIBERATIONS AND DETERMINATION - MEETING OF FEBRUARY 20, 2020 ZBA FILE: #7367 NAME OF APPLICANT: Bryan Nicholson and Scott Boger PROPERTY LOCATION: 155 aka 338 Bridge Street, GreenportNY SCTM: 1000-34-3-45 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps 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 November 15, 2019 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 FACTS/DESCRIPTION: The subject, non-conforming 5,652 square feet, .13 acre rectangular parcel located in the R-40 Zoning District measures 40.27 feet along Bridge Street, then runs north 140.56 feet along a residentially developed lot to the cast, then runs 40.20 feet along a residentially developed lot to the north, then returns 140.56 feet along two residentially developed lots to the west. The site is undeveloped, however, a 4- bedroom, two-story wood frame house is proposed for the site, including a pervious driveway, as shown on the survey prepared by John T.Metzger, Licensed Land Surveyor, last revised December 9,2019. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's August 27, 2019, Amended December 6, 2019 Notice of Disapproval based on an application for a permit to construct a single family dwelling at, 1) located less than the code permitted side yard setback of 10 feet; 2) located less than the code permitted combined side yard setback of 25 feet, located at 155 Bridge Street, Greenport,NY. SCTM#1000-34-3-45. RELIEF REQUESTED: The applicant requests variances to construct a new, two-story, wood-frame single family residence, measuring 20 feet wide by 47 feet long, for a total of 1,648 square feet of living space on a 5,652 square feet lot with a proposed single side yard setback of 5 feet and a combined side yard setback of 20.2 where the code requires a minimum single side yard setback of 10 feet with a minimum combined side yard setback of 25 feet. ADDITIONAL INFORMATION: According to Town records a single-family residence stood on the lot and was presumably built in the early to mid-20`h Century, prior to zoning. A previous owner was issued two demolition permits for the residence under Building Permit 420666 issued May 29, 1992 and Building Permit 422626 issued L Page 2,February 20,2020 #7367,Nicholson—Boger SCTM No 1000-34-3-45 March 15, 1995. The lot is wooded and vacant of any improvements. The applicant proposes to construct a residence with a ridge height of 28.8 feet and does not intend to have a garage. Total lot coverage for all improvements is proposed to be 16.6%. Furthermore,the applicant provided documentation to establish that the lot is within the Greenport Sewer District, that service is available, and that the treatment plant has sufficient capacity for the proposed use and loading. Suffolk County Water Authority also affirmed that a public water main exists on Bridge Street, negating the need for a private well. An immediate neighbor submitted a letter indicating their preference to "flip" the driveway location, creating a greater distance from the proposed new dwelling and their home from. No other member of the public spoke in favor of or against this application. The applicant's representative submitted a map showing established front yard setbacks upon neighboring developed properties. Pursuant to Section 280-104,where property in the vicinity is improved with principal buildings with front yards of less than that required,the front yard setback shall be the average setback of the existing buildings within 300 feet of the proposed building on the same side of the street within the same use district. The proposed dwelling property is greater than the average front yard setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While the subject property is located in the Town of Southold, the streetscape conforms to that of the adjacent Incorporated Village of Greenport, where small lots are developed with single and multi-family residences in a `grid' fashion, typical of early 20th Century communities. The majority of homes in the immediate area are of varying size, architectural style, condition and age, many of which do not have conforming front, rear, or side yard setbacks. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The applicant can build a house with a maximum width of 15.27 feet; however, such a narrow house is not common to the community nor practical for living conditions and will also require additional considerations unique to the site to achieve a single-family residence comfortable to current standards. 3. Town Law $267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 50% relief relative to a minimum single side yard setback and 19.2% relief from the code relative to a minimum combined side yard setback. However, a reduced side yard and combined yard setback will not be discernable in this neighborhood since many adjacent properties share similar non-conformities. Additionally, the applicant proposes to construct the house along the western lot line, thereby increasing the distance to the eastern lot line where the closest residential structure is located. In doing this, the applicant also proposes to install a pervious driveway, allowing future resident's to park multiple cars on site instead of using public street parking in the area. The applicant states that the property will be landscaped and the neighbor to the west maintains a 6-feet high, vinyl, stockade fence ensuring privacy to their home located a substantial distance away. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3,February 20,2020 #7367,Nicholson—Boger SCTM No ]000-34-3-45 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new construction, single-family residence measuring 20 feet by 47 feet while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Dantes, and duly carried,to GRANT the variances as applied for, and shown on the survey prepared by John T. Metzger, Licensed Land Surveyor, last revised December 9, 2019 and the architectural plans prepared by Anthony M. Portillo, R.A., (Pages page 1 and page 2 elevations and floor plans) dated December 4,2019. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Planamento and Lehnert(4-0) (Member Acampora Absent) c Leslie Kanes Weisman, Chairperson Approved for filing /c�D /2020 t ' �w4t { � Aim YImtAmmican ride July 13,2020 Town of Southold 54375 Route 25 Southold NY 11971 RE: Title No: SSA-44674-19 Tax Map Info: District 1000, Section 034.00,Block 03.00 and Lot 045.000 Dear Sir or Madam: Please be advised that ADVANTAGE TITLE AGENCY,INC.is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles,omit title exceptions,collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard,please feel free to call me at any time. Very truly yours, Patricia A.LaPorta Vice President,New York State Counsel Agency Division PAL/gb cc: ADVANTAGE TITLE AGENCY,INC. 201 Old Country Road, Suite 200 Melville,NY 11747 Phone No. (631)424-6100 666 Third Avenue,5th Floor,New York,NY 10017 1 TEL 212.381-6600• Fax 212.922.0881 www.firstamny.com ADVANTAGE Advantage Title Agency Inc. hereby certifies to: TOWN OF SOUTHOLD That a search has been made for a chain of title of the premises in Parcel A (subject premises) and for a chain of title for each parcel adjacent to said Parcel A from July 1, 1983 to date. The purpose of this examination is to determine if any contiguous properly was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of July 1, 1983. This property has been held in single and,separate ownership since July 1, 1983. The Liability of the Company under this search is limited to$25,000.00 for any reason. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Rand zzo 04 Executive V ce President Sworn to before me this day of J 20 M. Nota blit ICE GORMAN 1Notary public,State of New York No.01G06070980 Qualified in Suffolk County Commission Expires March 11,20� Title No.: SSA-44674-19 Reference: 338 Bridge Street, Greenport Effective date: June 10,2020 at 9:00 a.m. 631.424.6100 • advantagetitle.com 201 MELVILDLE NY COUNTRY STE 200 I NEW YORK,NY 10167 1 RIIVERHEAD, NY 111901 ( EAST HAPTON,NY 11937 Page 2 of 18 SSA-44674-19 PARCEL"A" Subject Premises Lot 4 on"Map of Sterling Manor"filed June 18, 1873 as Map No.53 District 1000,Section 034.00,Block 03.00 and Lot 045.000 DEED Arthur M.Tasker(Widower) Dated: June 30, 1919 Recorded: July 1, 1919 to Liber: 980 Edward Wilson Page: 33 NOTE:Company finds no proof of death in Suffolk County for Edward Wilson. DEED Vernon D.Wilson Dated: November 4, 1983 Recorded: December 12, 1983 to Liber: 9473 Vernon D.Wilson and Despina Halepis Wilson, Page: 488 his wife NOTE: Company finds no proof of death in Suffolk County for Vernon D.Wilson. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. —eae& Kathy Ran zzo I l Executive Vice President Sworn to before me this day of �-t- 20- GORMPAN Notary Public Wotary public.state or New No.01G 6070980 York Qualified in Suffolk county �,�mission Expires March 11.200. Page 3 of 18 SSA-44674-19 PARCEL W Subject Premises Lot 4 on"Map of Sterling Manor"filed June 18, 1873 as Map No.53 District 1000,Section 034.00, Block 03.00 and Lot 045.000 DEED Despina Halepis Wilson Dated: March 24, 1986 Recorded: April 9, 1986 to Liber: 10013 Marion De Mesquita Page: 262 DEED Charles I.Hall,as Executor of the Dated: August 31,2004 Estate of Esther L. Hall,deceased Recorded: December 6, 2004 to Uber: 12358 Marion DeMesquita Page: 770 NOTE: Company finds no deed into Esther L. Hall. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY,INC. i i Kathy Randaf2o J C Executive Vice President Sworn to before me this rJ day of 20.&d. ` GORMA14 Notary Pubic ,4c,.0-1,G06070980 Yot Oevalified W,Suffolk County commission Expires March 11,20,-a Page 4 of 18 SSA-44674-19 PARCEL"A" Subject Premises Lot 4 on "Map of Sterling Manor"filed June 18, 1873 as Map No.53 District 1000,Section 034.00, Block 03.00 and Lot 045.000 DEED Marion DeMesquita Dated: March 15, 2005 Recorded: March 22, 2005 ' to Liber: 12377 Peter Sabbeth and Melissa Green, husband and wife Page: 984 Peter Sabbeth and Melissa Green Dated: November 24, 2014 Recorded: February 6,2015 to Liber: 12806 338 Bridge Street, LLC Page: 362 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randaizo Executive Vice President Sworn to before me this day of (/L I 20-L 'J—"E GORMAN f New York goY ou. ate o 010Nota Notary 6070980 Qualified in Suffolk Counts► C�Pmmission Expires March 11.204x_ Page 5 of 18 SSA-44674-19 PARCEL"A" Subject Premises Lot 4 on"Map of Sterling Manor"filed June 18,1873 as Map No.53 District 1000,Section 034.00, Block 03.00 and Lot 045.000 LAST DEED OF RECORD 338 Bridge Street, LLC Dated: August 9,2019 Delivered: August 16,2019 Recorded: October 8, 2019 to Liber: 13031 Bryan Nicholson and Scott G. Boger Page: 825 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randa zo Executive Vice President Sworn to b fore me this day of 1 r Notary Public ALICE GORMAN rtotaryof New Ycrk N,.01G06070980 , Qualified in Suffolk Coun�Y . • M.rrh 11.20 Page 6 of 18 SSA-44674-19 PARCEL"B" Premises adjacent to the North Lots 3 and 4 on"Map of Property of John G.Champlin flied October 23, 1873 as Map No.337 District 1000,Section 034.00, Block 03.00 and Lot 044.000 DEED Elbert V.Austin and Eleanor Austin Dated: October 20, 1977 a/k/a Eleanna Austin, his wife Recorded: November 10, 1977 to Liber: 8340 Jose R.Torres Page: 564 DEED Jose R.Torres Dated: October 11, 1984 Recorded: October 17, 1984 to Liber: 9660 Nicholas Gregos Page: 493 First American Title Insurance Company (See letter-annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazio aa Executive Vice President Sworn to before me this .S day of v LL 20� LICE C,ORNiAN Notary PubIIC Notary publicState of New York No,0.1606070980 on Qualified in Sud ��tnissior,Expires March 11.2 Page 7 of 18 SSA-44674-19 PARCEL"B° Premises adjacent to the North Lots 3 and 4 on "Map of Property of John G.Champlin filed October 23, 1873 as Map No.337 District 1000,Section 034.00,Block 03.00 and Lot 044.000 DEED Nicholas Gregos Dated: February 11, 1987 a Recorded: March 25, 1987 to Liber: 10279 Louis C.Swain and Valerie A.Swain, his wife Page: 464 NOTE: Louis C.Swain died June 22,2015;Surrogates Court Suffolk County File No.2015-4604. r LAST DEED OF RECORD Louis C.Swain, late of Greenport,who died on the Dated: April 29,2016 22nd day of June,2015,and Valerie A.Swain Recorded: May 4, 2016 to Uber: 12863 Louis C.Swain,Jr.and Matthew J.Swain, page: 117 as Joint Tenants with Right of Survivorship NOTE: Life Estate reserved for Valerie A.Swain. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. /" Kathy Randa Executive Vice President Sworn to before me this day of J w 20_2�. Notary Public ALICE GORMAN 1*TotaryNob0-IG06070980 state of New York Qualified in Suffolk Count Page 8 of 18 SSA-44674-19 PARCEL"C" Premises adjacent to the East Lot 5 on"Map of Sterling Manor"filed June 18,1873 as Map No.53 District 1000,Section 034.00,Block 03.00 and Lot 046.000 DEED Nei Realty and Development Corp. Dated: October 18, 1973 Recorded: November 7, 1973 to Liber: 7525 William Orr Page: 04 DEED William Orr Dated: June 30, 1986 Recorded: October 7, 1986 to Liber: 10115 Oscar Goldin Page: 577 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Rand zzo Executive Vice President' Sworn to before me this day of �:A� , 20.?d. Notary Public ALICE GORMAN Notary Public.State of New Yoxi& No.01606070980 oualified in Suffolk CouzI,ty commission Expires March 11.20 • 1 Page 9 of 18 SSA-44674-19 PARCEL"C" Premises adjacent to the East Lot 5 on"Map of Sterling Manor"filed June 18,1873 as Map No.53 District 1000,Section 034.00,Block 03.00 and Lot 046.000 DEED Oscar Goldin Dated: October 1, 1986 Recorded: October 7, 1986 to Liber: 10115 Sally Ball Page: 579 DEED Sally Ball Dated: December 15, 1988 Recorded: February 8, 1989 to Liber: 10795 Sally Reigler Page: 254 First American Title Insurance Company (See letter annexed hereto.) i ADVANTAGE TITLE AGENCY, INC., Kathy Randizzo Executive Vice President Sworn to before me this day of LL l 20f1. Notary Public AT-TCGORMAN York Igotary Public,State of New No.01606070980 Qualified in Suffolk County Cnmmi«,nn Expires March al.20 2043— Page 10 of 18 SSA-44674-19 J PARCEL"C" Premises adjacent to the East Lot 5 on"Map of Sterling Manor"filed June 18,1873 as Map No.53 District 1000,Section 034.00, Block 03.00 and Lot 046.000 DEED Sally Reigler- Dated: December 9, 2004 Recorded: January 8,2005 to Liber: 12364 Courtney Crowley Page: 889 LAST DEED OF•RECORD Courtney Crowley Dated: August 19,2010 Recorded: October 4,2010 to Liber. 12639 Thomas D.Crowley and Patricia A.Crowley Page: 282 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. 4�4 ZnA� Kathy Randa zo Executive Vice President Sworn to before me this day of • c1 (�G � 20,x. Notary Public ICE GORMAN Notary Public,State of New Yorl� No.01G06070980 Qualified in Suffolk County Commission Expires March 11.20+� I Page 11 of 18 1 SSA-44674-19: PARCEL"D" Premises adjacent to the West Described Property and Lot 3 on"Map of Sterling Manor"filed June U, 1873 as Map No.53 District 1000,Section 041.00, Block 01.00 and Lot 013.000 DEED Frank J. McMann Dated: February 28, 1953 Recorded: March 24, 1953 to liber: 3490 Charles S.Witherspoon and Evelyn Witherspoon, page: 509 his wife,as tenants by the entirety NOTE: Covers the northerly portion of the premises. DEED Chester A.Conklin Dated: August 28, 1956 Recorded: August 30, 1956 to Liber. 4171 Charles S.Witherspoon and Evelyn Witherspoon, his wife Page: 125 NOTE: Covers the southerly portion of the premises. NOTE: Evelyn Witherspoon died May 20, 1974;Surrogates Court Suffolk County File No. 1167-P-74. NOTE: Charles S.Witherspoon died May 1, 1983;Surrogates Court Suffolk County File No. 1665-P-1983. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Agu Kathy Randaz o Executive Vice President Sworn to before me this day of G(, Its 20-z Notary Public AT.TCE GORMAN Notary Public,State of New Yariq No.01G06070980 Qualified in Suffolk County I Page 12 of 18 - SSA-44674-19 PARCEL"D" Premises adjacent to the West Described Property and Lot 3 on "Map of Sterling Manor"filed June 18, 1873 as Map No.53 District 1000,Section 041.00, Block 01.00 and Lot 013.000 DEED Robert S.Witherspoon,as Executor of the Last Dated: September 27, 1984 Will and Testament of Charles S.Witherspoon Recorded: October 3, 1984 to Liber: 9652 Kenneth R.Watson and Adela A.Watson, his wife Page: 174 DEED Kenneth R.Watson and Adela A.Watson, his wife Dated: September 25, 1986 r Recorded: October 23, 1986 to Liber. 10152 Bayberry Enterprises Page: 144 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY,INC. Kathy Randa Executive Vice President Sworn to before me this �s day of cl. C 20_0. Notary Public ALTCE GORMAN Notary Public.State of New York No.01G06070980 Qualified in Suffolk CoUTZ rnmmicaion Expires Match=20—� I Page 13 of 18 SSA-4467419 PARCEL"D" Premises adjacent to the West Described Property and Lot 3 on"Map of Sterling Manor"filed June 18, 1873 as Map No.53 District 1000,Section 041.00,Block 01.00 and Lot 013.000 DEED i Bayberry Enterprises Dated: November 19, 2002 Recorded: January 16, 2003 to Liber: 12230 Diane Schroeder Page: 670 DEED Diane Schroeder Dated: May 18, 2005 Recorded: August 3,2005 to Liber: 12401 Fernando Silie and Yocasta Garcia, Page: 601 as Joint Tenants with Right of Survivorship First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randaizo Executive Vice President Sworn to before me this $ day of 20,.-,d. Notary Public ALICE GORMAIII Notary Public,State of New Y QrA1 No.01GO6070980 Qualified in Suffolk County rnmmiseion Expires March 11,20-112t Page 14 of 18 j SSA-4467419 i PARCEL"D" I' Premises adjacent to the West Described Property and Lot 3 on "Map of Sterling Manor"filed June 18, 1873 as Map No.53 District 1000,Section 041.00, Block 01.00 and Lot 013.000 DEED I Elsie Acevedo Esq., Referee Dated: July 30,2009 Recorded: August 26,2009 to Liber: 12597 The Bank of New York Mellon f/k/a The Bank of New York as Trustee for the Holders of the GE-WMC Asset Page: 964 Backed Pass Through Certificates Series 2005-1 DEED ` The Bank of New York Mellon f/k/a The Bank of New Dated: November 2,2009 York as Trustee for the Holders of the GE-WMC Asset- Backed Pass-Through Certificates Series 2005-1 Recorded: January 9,2010 to Liber: 12612 Philip Doucett and Ece Doucett, Husband and Wife Page: 400 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Ran zzo 00 Executive Vice President Sworn to before me this 1 S day of LL l 20 Notary Public ALTcE GORMAN 1l rotary Public,State of New York No.o-lG06070980 oualified in Suffolk COWty ru......,ie<inn F.xnires March 11,20 ' I f Page 15 of 18 SSA-44674-19 I PARCEL"D" Premises adjacent to the West Described Property and Lot 3 on "Map of Sterling Manor"filed June 18, 1873 as Map No.53 District 1000,Section 041.00, Block 01.00 and Lot 013.000 LAST DEED OF RECORD Philip Doucett and Ece Doucett, husband and wife Dated: December 12,2016 Recorded: February 1,2017 to Liber: 12898 Nick Maragopoulos and Eleni Maragopoulos, Page: 900 as husband and wife First American Title Insurance Company (See letter annexed hereto.) \ ADVANTAGE TITLE AGENCY, INC. Z4& )ADZ" Kathy Randazz Executive Vice President Sworn to before me this day of 20c � Notary Public ALICE GORMAN Notary Public,State of New York' No.01G06070980 Qualified in Suffolk Courity Commission Expires March 11,20 f 1 I Page 16 of 18 SSA-44674-19 I PARCEL"E" Premises adjacent to the West Lots 1 and 2 on "Map of Sterling Manor"flied June 18, 1873 as Map No.53 District 1000,Section 041.00, Block 01.00 and Lot 043.000 DEED Lorene J. Bow also known as Lorene Jorgensen Dated: December 8, 1971 Bow,as Executrix of the Last Will and Testament of Viola M.Joergensen Recorded: February 2, 1972 to Llber: 7099 c Robert J. Nolan and Ruth Ames Nolan,his wife Page: 92 NOTE: Robet J. Nolan died January 7, 1977;Surrogates Court Suffolk County File No. 143-P-1977. LAST DEED OF RECORD Ruth Ames Nolan,as surviving tenant by the Dated: July 1:1, 1988 entirety of Robert J. Nolan Recorded: August 5, 1988 to Liber: 10661 Gary Charters and Eileen Charters, his wife Page: 219 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzol Executive Vice President Sworn to before me this day of v 20...g Notary Public ALICE GORMAN Notary Public.State of New YorX No.01G06070980 Qualified in Suffolk County rnmmicSion 8xoires March 12.20 Page 18 of 18 SSA-44674-19 LIMITATION OF LIABILITY FOR INFORMATIONAL REPORT IMPORTANT - READ CAREFULLY: THIS REPORT IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THIS REPORT IS NOT AN INSURED PRODUCT OR SERVICE OR A REPRESENTATION OF THE CONDITION OF TITLE TO REAL PROPERTY. IT IS NOT AN ABSTRACT, LEGAL OPINION, OPINION OF' TITLE, TITLE INSURANCE COMMITMENT, OR ANY FORM OF TITLE INSURANCE OR GUARANTY. THIS REPORT IS ISSUED EXCLUSIVELY FOR THE BENEFIT OF THE APPLICANT THEREFOR, AND MAY NOT BE USED OR RELIED UPON BY ANY OTHER PERSON. THIS REPORT MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT THE PRIOR WRITTEN CONSENT OF ADVANTAGE TITLE AGENCY, INC. ("ADVANTAGE'). THE INFORMATION HEREIN IS PROVIDED AS IS AND WITHOUT WARRANTIES OF ANY KIND.AS A MATERIAL PART OF THE CONSIDERATION GIVEN IN EXCHANGE FOR THE ISSUANCE OF THIS REPORT, RECIPIENT AGREES THAT ADVANTAGE'S SOLE LIABILITY FOR ANY LOSS OR DAMAGE CAUSED BY AN ERROR OR OMISSION DUE TO INACCURATE INFORMATION OR NEGLIGENCE IN PREPARING THIS REPORT SHALL BE LIMITED TO THE FEE CHARGED FOR THE REPORT. RECIPIENT ACCEPTS THIS REPORT WITH THIS LIMITATION AND AGREES THAT ADVANTAGE WOULD NOT HAVE ISSUED THIS REPORT BUT FOR THE LIMITATION OF LIABILITY DESCRIBED ABOVE. ADVANTAGE MAKES NO REPRESENTATION OR WARRANTY AS TO THE LEGALITY OR PROPRIETY OF RECIPIENT'S USE OF THE INFORMATION HEREIN. i i RAIN RUNOFF CONTAINMENT.- SETBACK DA TA RECEIVED HOUSE 940 Sq. Ft. SCTM # SETBACK SURVEY OF PROPERTY 940 x o 17 x 1 = 160 Cu.Ft. 1000-41-1-43 18' DEC 2019 A T GREENPORT DRIVEWAY 500 sq.ft. 1000-34-3-46 42' 425 x 0.17 x 1 73 Cu.Ft. 1000-34-3-47 11' zoning Bo TOWN OF SO UTHOLD 1000-34-3-48 11' and �f Appeais 160 Cu.Ft. 1000-34-3-51 8' \ P/0 LOT® SUFFOLK COUNTY NEW YORK 73 Cu.Ft. 1000-34-3-51 � 4, ' 233 CU.FT. /22.3=10.451 VF 1000-34-3-45 15.5' AVG. P/0 LOT 7Q \ DWELLING 1000-34-03-45 Provide 3 OW 610 x 4' Deep= 12 VF 42 \ PUBLIC WATER SCALE 1"=20' Connected by Gutters do Leaders DWELLING P/0 LOT© PUBLIC WATER / MARCH 1, 2001 PROPOSED LOT CO VERA GE 49 \\ JULY 30, 2019 DWELLING DECEMBER 2, 2019 REV BLDG. FOOTPRINT) LOT AREA 5652 SOFT. \ ( T) TEST HOLE DATA PROPOSED HOUSE 940 sq.ft. P/0 LOTO5 PUBLIC WATER DECEMBER 9, 2019 (SIDE YARD SETBACK ADDED = ! / \ McDONALO GEOSC/ENCE' 43 6/27/2019 940/5652 = 16.6.E P/0 LOT 4O DWELLING \ P/0 LOT® EL. 8.8' 44 \ PUBLIC WATER / / \ 49 ! DWELLING + P/0 LOT 7O, ! DWELLING MIXED SAND, LOAM, PUBLIC WATER 20 ! FINES, DEBRIS ,► E 40' � 48 PUBLIC WATER \ / q!06 20 i gip ,o.I, DWELLING \ ❑ N 74!06!20 D �,. P/D LOT© \ PUBLIC WATER \ \ EL. 1.1 7 7 - � ED SNE FC , / ''nn c ❑ \ (P WATER IN MIXED SAND, QED 0.- N E. OR. °3 E 47 LOAM f7NES, DEBRIS FE. SN FEN• 0.3'S P/0 LOTOS \ DNELUNG 8' SsocK• \ \ \ WATER IN BROWN SANDY PUBJC WATER L % ! 46 \ CLAY (CL) s\ oo s E \ DWELLING \ \ P/0 LOT 10 10 ti f P/O LOT 4O N PUBLIC WATER ! WA TER IN BROWN FINE TO COARSE �\� 45 \\ \ \ P/0 LOT O9 51 G) SAND WITH GRAVEL SP f v \ \ \ \ DWELLING 17' Z\ O� \ \ PUBLIC WATER 000 NOTE: WATER ENCOUNTERED 8.7' BELOW LOT 3O 7t \ 17- m \ \ SURFACE vr\ 1000-41-01-13 O !U� \ \ ALL PROPERTIES W1TH/N 150' ON PUBLIC WATER DWELLING \ PUBLIC WATER \ ELEVA77ONS REFERENCED TO NAVD 88 `t EL 8 e. \m `• \ SSE 0 N FE.COR. O.L. \? \ ! H ! DOSE i 1C8 E O 35E \ i 5.0 2p.0 �• H ! LOT 2O / pRgE�R00M m i \ � 2 S a SE \ •o. VL FF�28 ! / O _Am C Q� O A 1000-41-01-43 DWELLING PUBLIC WATER LOT 10 91 c' OG O \ goo EL g,3' DWELLING "o MSN• 10 �w gyp, ER oPRPG� N M\N ' PIPE \ PUBLIC WATER ®TH E 8. 40.27 \ 4. N W POSED FE.COR/x 74' 1 9000 WA R PUBLICLLING WATER 0.8'WPIPE FN • M MENj \ KEY EL 7.3S* N EpGE OF PAS \! Q = REBAR O, o Cg® c�s IN SHEET C�-EL 7 6� S DWELLING ® = WELL ,�52.0 C S��5E*ENER S/ PUBLIC WATER \ �pG P ® = STAKE BR Ick ESE e•t M� ®cB wR MA1N \ = TEST HOLEPIPE \ W ROXI�OCP�ON �F DWELLING ® = MON �W/PPP PUBLIC WATER \ Bldg Dept co f UMENT PY rom Z[3A �W/ \ ZBAIFile#Wr�'•K�► ents = WETLAND FLAG = U77LI TY POLE DWELLING ` F = SC7Y / 1000-34-3-* \ PUBLIC WATER \ —W = WA7FR MAIN � -{ OF Nr=f', —S = SEWER MANN DWELLING PUBLIC WATER LOT NUMBERS REFER TO "MAP OF PROPERTY OF JOHN A MONSELLO BLED IN THE SUFFOLK COUNTY CLERK'S OMCE ON JUNE 18, 1873 AS FILE NO. 53. CERTIFIED T0: BRYAN NICHOLSON '. THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM nELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERS. < t; d � THEREFORE 1NE/R LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. SCOTTBOGER enn � „ •� •..- I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and FIRST AMERICAN TITLE INSURANCE COMPANY `��,�a r„�r�'' •$ LIC. N0. 49618 observations and or from data obtained from others.will abide by the conditions set forth therein and fhe permit to construct. The location of wells and cesspools shown hereon are from field PECON/C SURVEYORS, P.C. ANY AL11:RA770N OR ADD/710N TO THIS SURVEY IS A VIOLATION OF SEC110N 7209 OF THE NEW YORK STA1F EDUCATION LAW. EXCEPT AS PER SECTION (631) 765-5020 FAX (631) 765-1797 AREA= 5 652 S. F. P.O. BOX 909 7209-SUBDIVISION 2. ALL CERT7FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED , 1230 TRAVELER STREET SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER L Y. 1 TRE o1-126 RAIN RUNOFF CONTAINMENT.- SETBACK DA TA sN SURVEY OF PROPERTY s HOUSE 940 Sq. Ft. SCTM SETBACK 940 x 0.17 x 1 = 160 cu.Ft. 1000-41-1-43 18' A T GREENPORT VJ N �; 1000-34-3-46 42 DRIVEWAY 500 sq.ft. N t 425 x 017 x 1 = 73 Cu.Ft. 1000-34-3-47 LOTTOWN OF SO UTHOLD 1000-34-3-48 11' P/ 0 ® ;- 160 Cu.Ft. 1000-34-3-49 8 SUFFOLK COUNTY NEW YORK . ; 73 Cu.Ft. 1000-34-3-51 31 41 1 � �, CU. 1000-34-3-45 15.5' AVG. P/0 LOT 7O \ DWELLING 1000-34-03-45 233 CU. /22.3 = 10.45 VF PUBLIC WATER ` \ 42 \ SCALE: 1 =20 i <.X Provide 3 DW 610 x 4' Deep= 12 VF D �'- Cir Connected by Gutters do Leaders P/0 LOTG PUBLIC DWELLING BLIC WATER MARCH 1, 2001 E'_ PROPOSED L 0 T CO I/ERA GE \ 49 \ JULY 30, 2019 DWELLING \ \ DECEMBER 2, 2019 (REI.. BLDG. F007PR/NT) LOT AREA = 5652 SO.FT P/0 LOT05 \ PUBLIC WATT \ DECEMBER 9, 2019 (SIDE YARD SETBACK ADDED) TEST HOLE DATA PROPOSED HOUSE = 940 sq.ft. / McDONALO GEOSC/ENCS 43 MARCH 16, 2020 REVIS/ONS 6/27/2019 940/5652 = 16.6.Y P/0 LOT® DWELLING \ P/0 LOT® \ PUBLIC WATER EL. 8.8' H DWELLING + P/0 LOT 7O \ DWELLING \ MIXED SAND, LOAM, PUBLIC WATER 40.20 \ PUBLIC WATER FINES, DEBRIS 6+20" E SNEp �� \ 48 '0 1 0• DWELLING \ N 74 \ �• eL – Pj 0 LOT© / FREp '` c � \ PUBLIC WATER \ EL. 1.1' 7.7' SN9 N SH \f0.3 E 47 / "� WATER /N MIXED SAND, Ep 0' rJ E.COR. 1• P/0 LOT( \ 8' LOAM, FINES, DEBRIS , x v slOClt. ' 0Ss \ \ PU 3L CDWELLW TER ING \\ \ WATER /N BROWN SANDY L N \ 46 P/0 LOT 10 CLAY (CL) 0.8E \ DWELLING \ \ `I 10' �'ti\ 0'8 P/0 LOT® 07 PUBLIC WATER \ \ 2 �\ 45 \• \ P/0 LOT09 WATER IN BROWN FINE TO COARSE ti \ gyp► SAND WITH GRAVEL SP DWELLING .O \\ 0 \ PUBLIC\ATER 1T z� m \ r000 NOTE. EATER ENCOUNTERED 8.7' BELOW LOT 3O SURFAC rn\ \ 1000-41-01-13 ALL PROPER77ES WITHIN 150' ON PUBLIC WATER PUBLIC LI TER o\ \\ \ ELEVA77ONS REFERENCED TO NAVD 88 EL g•8' \``� \ NpuSE FE.COR. O.L.NOTE: NO SURFACE W47ER/WF7LANDS WITHIN 300 FEET. x \i \ \ fR• \ i/ � SE \ X5.2 �,-- \ T?,. N0� NOISE ice E vsE \ fR 0 LA LOT 2O \ ROPOS/ O /� CQM \ w \ 12• A"L' •O, t N 1000-41-01-43 n\ \0 0 p o DWELLING i PUBLIC WATER LOT 1O 9�1 \ \m .� o DWELLING \ w �0' EL 8'3 PUBLIC WATER / o MSN• 1O OwIPE gyp. \ RAGE CT N MSN. + P fFt GP 00?\ \FE 19EL=8 '40.4. 21 \ 34 'E +00 W ROfp, PUBLIC WATER 0.8'W /x 0.. 74. ME1 9050 DWELLING R \ �\ KEY �i PI EL 7.3' tP EpO�Of PP 2 SL• 7. = REBAR O, o, ce® -` 5 q EL 76' S� S �FFol Ji COi3s�d: G � •ptE DWELLING _ 0 S ��WERS IN PUBLIC WATER ;`' ' ® – WELL X52• G� 0c s �;,19 j�s� _�`°:t_ -„-_,� ... - h STAKE pus EL 8 1' �5 � MP�N ®o = TEST HOLE _-S SpN �OCr'�oN of APR O ZOO - • = PIPE ;AW�ppPR ASE PUBLILIC WATER OX�M (1T T E ® = MONUMENT / \ APPROVED �w \ FC1R ��f..:t��UP C:'� .�' I'ED aOCf4S � = WETLAND FLAG DWELLING EXPIRES THREE YEAR FROIN11 DA i E OF APP ROW, CU.) = U71Ll7Y POLE i. ` PUBLIC WATER \ 0 = SCTM 1000–J4-3–* \ —W = WATER MA/N DWELLING �nF S`:'Ey1,rr —S = SEWER MANN PUBLIC WATER LOT NUMBERS REFER TO MAP OF PROPERTY OF JOHN A MONSELL FILED IN CERTIFIED T0: THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 18, 1873 AS FILE NO. 53. BRYAN N I C H 0 LS 0 N J THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OTHERSS, SCOTT BOGER THEREFORE THEIR LOCA77ONS AND OR EXISTENCE IS NOT GUARANTEED. 4 4�k, I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and FIRST AMERICAN TITLE INSURANCE COMPANY {�� F..�, �~ S. LIC, N0. 49618 r. will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field �`PECON1C ;<'SURVEYORS, P.C. observations and or from data obtained from others. 6,��})65`--5020 FAX (631) 765-1797 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY /S A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON AREA= 5,6 5 2 S. F. P.0. BOX 909 7209–SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE IMPRESSED 1230 TRAVELER STREET O q_126 SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 1 N RAIN RUNOFF CON TA/NMEN T.• SETBACK DATA b ,�� SURVEY OF PROPERTY HOUSE 940 Sq. Ft. SCTM # SETBACKr •1 t_ �_ 940 x o 17 x 1 = 160 Cu.Ft. 1000-41-1-43 18' � c�-�i o� CSC � A T GREENPORT 1000-34-3-47 11, DRIVEWAY 500 s q.ft. 1000-34-3-46 42' L t 425 x 0.17 x 1 = 73 Cu.rt. Jill 3 7 2020 TOWN OF SO UTHOLD 1000-34-3-48 11' 160 Cu.Ft. 1000-34-3-49 38.1 P/0 LOT® I SUFFOLK COUNTY, NEW YORK 73 Cu.rt. 1000-34-3-51 3' \ 41 a r 733 Cu.Ft. 1000-34-3-45 15.5' AVG. ��-MING CT� ' 233 CU.FT. /22.3 = 10.45 VF P/0 LOT 7 DWELLING '''C' �'.,,T " 1000-34-03-45 O \ PUBLIC WATER »— � Provide 3 DW 610 x 4' Deep= 12 VF ` 42 \ SCALE: 1"=20' O LOf 0 PUBLIC Connected by Gutters do Leaders P 6DWELLING / WATER MARCH 1, 2001 PROPOSED L 0 T CO I/ERA GE 49 \ / ' JULY 30, 2019 \ DWELLING \ DECEMBER 2, 2019 (REI.. BLDG. FOOTPRINT) TEST HOLE DATA PROPOSED HOUSE LOT AREA = 5652 SQ.FT. P/0 LOT05 \ PUBLIC WATER / / \\ DECEMBER 9, 2019 (SIDE YARD SETBACK ADDED) = 940 sq.ft. / McDONALD GEOSC/ENCE 43 MARCH 16, 2020 (REVISIONS) 6/27/2019 940/5652 = 16.618 P/0 LOT® \ DWELLING \ P/0 LOT® JULY 28, 2020 (FOUNDA77ON LOCA 77ON) EL .8.8' 44 \ PUBLIC WATER DWELLING I / P/0 LOT 7O \ DWELLING MIXED SAND, LOAM, PUBLIC WATER 40,20 \ PUBLIC WATER FINES, DEBRIS0" E EDN Nq�0 ' 6 2 FRED x 1N1E�0.1' P/0 LOT© DWELLING \ / \ PUBLIC WATER / \ EL. 1.1 7.7 `� SH9 N� C O a'S 47 / / U) WATER IN MIXED SAND, Eo G .3'S 1.3E P/0 LOTO5 \ 8' LOAM, FINES, DEBRIS 1.'N N �SSOCK. FEN' 0.3'S \ \ PUB'-IC DWELLING W TER i \ WA7ER IN BROWN SANDY9'1 \ 46 \ \ P/0 LOT 10 CLAY (CL) '` 00a E \ DWELLING \ f0' �\ 0,8 P/0 LOT® 0 PUBLIC WATER \ \ 2 - \ P/0 LOTO9 51 WATER IN BROWN FINE TO COARSE ?\ \ �!, SAND WITH GRAVEL SP \ \ DWELLING -10 17' O�\ \ \ PUBLIC WATER z \ NOTE. WATER ENCOUNTERED 8.7' BELOW LOT 3O SURFACE 1000-41-01-13 O ALL PROPERTIES WITHIN 150' ON PUBLIC WATER DWELLING \� PUBLIC WATER ELEVATIONS REFERENCED TO NAVD 88 Ej, 8.8' \m \ \ "NOOSE \ R N07F' NO SURFACE W417ER/WEMANDS WITHIN 300 FEET. iX FE.COR. O.L. \? \ \ F / IC r. ' 2D 1.8E fR oo- / LOT D \ VL o / \ � P�\ON \ •o VL o, \ 1000-41-01-43 Vol DWELLING ` ri PUBLIC WATER LOT 1O 8 3' DWELLING g PUBLIC WATER / FR• GPRPGE A \ \ .27e FEO:N �E=a. W !I0 \ 3•a E ,00 DWELLING OR.�x 7a'0� PUBLIC WATER \ KEY �! o.a'w PIPE S (P EDGE Of PPVEME�t \\ Q = REBAR 'n 0, o OB® �R��'� BEET c�� •s' s DWELLING \ ® = WELL V, 52.009 .0 S C SEWERS IN S/ PUBLIC WATER = STAKE MA`N uBUC�E 8 1,SpN\SPRY OWA ®cg N W ER W \ OF Pj = TEST HOLE g W/Co,c) ® = PIPE ,1 W /PPpROX�MAIS `o PUBLIC WATER \ D = MONUMENT = WETLAND FLAG �W \ = U77LITY POLE DWELLING \ \ FE = SCTM 1000-J4-3-* PUBLIC WATER —W = WATER MAIN \ OF NE' DWELLING —S = SEWER MAIN PUBLIC WATER f•o'' `rte.'—? `�,,tr'. LOT NUMBERS REFER TO "MAP OF PROPERTY OF JOHN A MONSELL" FILED /N CERTIFIED T0: THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 18, 1873 AS FILE NO. 53. BRYAN N I C H 0 LS 0 N ` THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA77ONS AND OR FROM DATA OBTAINED FROM OTHERS. SCOTT BODER THEREFORE THEIR LOCA77ONS AND OR EX/S7ENCE IS NOT GUARANTEED. w - / ✓ FIRST AMERICAN TITLE INSURANCE COMPANY ;,, . =}F, I am familiar w7th the STANDARDS FOR APPROVAL AND CONS7RUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and N.. .. LIC. NO. 49618 will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field PECONICeSURVEYU3ZP.C. observations and or from data obtained from others. (631) 765=5020 PAX (631) 765-1797 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON AREA— 5,652 S. F. P.O. BOX 909 7209-SUBDIWS/ON 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F SAID MAP OR COPIES BEAR THE IMPRESSED 1230 TRAVELER STREET 01-1,26 SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 SURVEY OF PROPERTY S U F F 0 L Cc�s�.'T� ,�, t./:: ;.�,>>; ,;=!H TH; e RVICES A T GREENPORT FmPRG"'AL.0.: ;.._.,n. ee�®�: TOWN OF SOUTHOLD Dal-- DEC 1 002{ "``° SUFFOLK COUNTY, NEW YORK JZ..2-o..z-4-.S 9 d, 1000-34-03-45 The 5£:,�r( e:r; ws! I„• - .. �n rave bc.,n Inspec.e7 SCALE: 1”=20' be saVsf3c;ay FOR�gA ft1AXit u'r_QF jj44 GECROOMS. MARCH f, 2001 / y ` uftY 30, 2019 v DECEMBER 2, 2019 (REV BLDG FOOIPR/N7) Craig Knee er, PE, Chief DECEMBER 9, 2019 (SIDE YARD SETBACK ADDED) MARCH 16, 2020 (RENSIONS) I\&qnnqmjMpntJULY 28, 2020 (FOUNDA77ON LOCATIAN) NOVEMBER 24 2020 (RNAL SURVEY) DE'"BER 3, 2020 (REVISE RNAL SURVEV CERT/F/ED T0: RECEIVED BRYAN NICHOLSON SCOTT BOGER DEC 0 2020 FIRST AMERICAN TITLE INSURANCE COMPANY P/0 LOT® P/0 LOTO DWELLING DWELLING PUBLIC WATER 0+ PUBLIC WATER SUFF• CO. HIvAUfH SERVICES •06+20„ OCv ,H�NND S IRE w OFFICE OF WASTEWATER MCT N 74 inn sc FR. 0.8 o `r SHED SHEO fHEO 0.9 N Fp 4'W FC. FE-COR. 0.7'N 0.3'S v EPOL QUIP• P/0 LOTO5 MONS 0.8 O ° N 0'B' N DWELLING p S Q cp. N PUBLIC WATER All �ti• y Z \ m 9 STONE 'Q COPING y Z Q LOT 3O \ m Q m 1000-41-01-13 0% C DWELLING PUBLIC WATER P/0 LOT 4 m O.L. SOON Dw pP,1\0 BOOP 14.0 i 3 20.3 GAGE FO 3'W ARBOR ' LOT 2 OVER OO O FC W GATE WWOOD 00 W NDON WELL NSE• � � �z CHIMNC( FR' iw A � w 1000-41-01-43 WHOOW S C3 DWELLING WE F6"Rj �C CD PUBLIC WATER 20.3 N ST � STOOP -11 KEY LOT 1D 63' \ CSD 2 U/GKRpP. N� \ EL 8.3' Q = REBAR TAN D. 57ONE PIPE FN ® = WELL „nn R LLNING O$OR` 2 ® = STAKE V� �.�� TO w N40. FND- = TEST HOLE + PIPE 3 $ 74.07 EL GE Of PAVEMENj ® = PIPE 152.00 ED ® = MONUMENT Co® N STREET q_EL 7'6' S SEWERS IN = WETLAND FLAG R1DGe PUBLIC 5 = U77LlTY POLE BID WATER•1' S ®ce MA1N iS SW MPIN W NOF WADER —W PpROX1OCAT10 = WATER MAIN —S = SEWER MAIN .W AREA=5,652 S.F. LOT NUMBERS REFERTO "MAP OF PROPERTY OF JOHN A MONSELL” f7LED IN DWELLING PUBLIC WATER THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 18, 1873 AS FILE NO. 53. l am familiar with the STANDARDS.FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL, �V• (F11 Tm SYSTEMS FOR SINGLE FAMILY RESIDENCES,and will abide by the conditions set; forth therein and on the permIt to construct. The location of wells and cesspools shown hereon are from Reld observations and or from data obtained from o .[r thers. ANY ALTERA77ON OR ADDI 77ON TO 7N/S SURVEY/S A V1OLA 77ON OF SEC77ON 7209 OF THE K`' '"a� ^ W.Y.S,` C/NO. 49618 NEW YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209–SUBD/VIS/ON 2. ALL CER77f7CA77ONS HEREON PECON/C._SURVEYOR�^.P.C. ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY/F SAID MAP OR COPIES BEAR THE IMPRESSED P.O. BOX 909" � `" SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. (631) OX5 09 AX-(B31) 765-1797 SOUTHOLD, M Y. 11971 STREET 01 1�s r .. t5o jer - Nich0l5on gucl 4-1Q N >1 N � N PROP05ED NEW HOUSE 11 < - z RECEIV'L� z_ RIDGE 11EIGFiT IL.I i pED � 9 2019 ; U o � om zoning Board of real, 5ECOND FL CEILING O IN 11 Ln _N O U_ Z ca - L s_ V Q L Q� 5FCOND FL SUBFI-R N N N z d O (s) + FIRST FL.CEILING O 0 U L C5 C, O LLLJ H �== ILK - ° W FIRST FL SUBFLR O Z W a� TOP OF FOUNDATION m - 7.3 O O PROPERTY CORNEP, Z R/ PROPERTY CORNER 40'-3 1/4" p- ro EAST 51 DE ELEVATION SCALE: 4', = I ,-o,, FOOTING DEFT11 " FRONT ELEVATION SCALE: 4" U 0 0 U uj aU a oa Lu CL w2 .I..d J a U a0 �J c --' F- J of0 U oQ �c z on x� zz � 74 a� LLJA ® ® lU r z - m L Lu LLLH U _ z � Q Bldg Dept copy from ZBA z Final reviewed documents f Date: / 6x6 RAILROAD TIES TO t1OLD BACK 77 GRADE AT EGRESS „'�tV� �. �tlr�✓ LOCATIONS a v/a y 5vy � r PAGE:51DE ELEVATION BACK (NORTH) ELEVATION SCALE: 4 = I -0 SCALE: 4" — I '-0" I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF 5EC. 7209 OF THE N.Y5. EDUCATION LAW L � O p N FL Q N Z _..L zw AQ4jeals o cn o (D DOWN 20'-O" 20'_0" 8'_5" LANDNG 8 114" 0 ENTRY STPUIC URE m LANDING Q _N O 0 o O 9'-4" U j� o o z L y L KITCHEN 4, STRUCTURE AS PER O O L 3 N N � TRUSS MANUFACTURER O (f) ch o 2'-G ° I n m 0 - ° 20'-O" STORAGE MECHANICAL LINE OF SECOND FLOOR W (n N Xv N _ll x LlxLLJ O Z H Q N _ m o O Z GREAT ROOM x = — Q- _FIREPLACE ABOVE- N Q CANTILEVEREDBEDROOM ry JOISTS PANTRY o BEDROOM m 2'-0" �4 BASEMENT ov 514:C <-41 0 CLOSET CHASE �? i CLOSET N ANDERSEN G44 BENCH = 3'-6" 2'3 3/4" GLIDING WINDOW; STORAGE� � SEAT Q 4'-0"—� 5'-5 3/4" 3'-7 112" N BOTTOM SILL NOT TO b I EXCEED 44"ABOVE MECHANICALS v FINISHED FLOOR 'EGRESS AS PER CODE --Ono- HALL RT 10 COAT CLOSET ENTRY ENTRY o LANDING 0 LANDING N N V v0 6x6 IE O HOLD STRUCTURE m l U BAC G DE hilli DOWN ^ � HALL w DOWN 1"x'1 w_ STRUCTURE AS PER DOWN '�� 5 3/41--1' — d s TRUSS MANUFACTURER a W O " O R SET UJ CL w� CLOSET �--� -'a 7._I 2" V Q O J O J F J J [^: F 0 U oa ° WALL LEGEND: a �a NEW CONSTRUCTION h-�1 z d 2"X 4" STUD FRAME EXTERIOR WALLS, Z DEN /GUEST OOM a 7 R-23 INSULATION WITHIN, e" PLYWOOD a SHEATHING ON EXTERIOR, W/z' FOAM a BOARD, HOUSE WRAP * SIDING AS SELECTED; o UP UP - ' GYPSUM BOARD ON INTERIOR SIDE ENTRY 2"X 4" INTERIOR STUD PARTITION, s'-a 1/2" 7TlT� W/ I LAYER 7" GYPSUM BOARD ON EACH ;70 jl II SIDE; USE MOISTURE/MOLD RESISTANT J P BOARD IN KITCHEN, BATH LAUNDRY 1 1'-l0" AREAS $ USE CEMENT BOARD ON ALL d a AREAS TO RECEIVE TILE W r 20'-0" z - LANDING ENTRYQD STRUCTURE LANDING m (� m 3'-3 3/8" 5-6 W" - Q m 20'-0" DOWN ry LU } 3 FOUNDATION LAYOUT FIRST FLOOR LAYOUT SECOND FLOOD LAYOUT z 0 SCALE: 4" = 1 '-0" SCALE: 4" = I ,-o,, SCALE: 4" = I ,-o,, Q z Bidg Dept copy from ZBA Final reviewed documents ZBA File# '73 ,`7 0 , )b PAGE: UNAUTHORIZED AL1"ERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS I5 A VIOLATION OF SEC. 7203 OF THE N.Y.S. EDUCATION LAW E3oojer - NichOl5on PROPOSED NEW HOUSE w Q � z APPROVED AS NOTED DATE: B.P.# z FEE: a NOTIFY BUILDING DEIP.iARTMENT AT J - � v Q 765-1802 8 AM TO e PM FOR THE ocnoro FOLLOWING INSPECTIONS: 1. FOUNDATION - TW,`11 REQUIRED - -FOR POURED CON�RT'TE 2. ROUGH - FRAN41,40 PLUMBING 3. INSULATION -- 4. FINAL - CONSTRI!C;TK?N MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW - -- _- YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF IE= Ell NEW YORK STATE & TOWN CODES Tilo. 10 AS REQUIr ED AND CONDITIONS OF SG�7,-r,LJ T01NN ZBA 0 S u l w�D OWN I Si ES - CC) o v - m J ,C oo 4-1 m O - O OCCUPANCY OR A 81 USE IS UNLAWFUL 30 FW 31 I I W 0 1 WITHOUT CERTIFICATELU 6 10 G 10L11 L11 ,n vJ OF OCCUPANCY ® � o � = z Q DF-AIMAGF INSPECTION"S ARE REQUIRED W ~ z Cot fact TS Engineering at 765-1560 before _ CS Da 'k. iit. Oft Proslidr: Engineer's Certification z that the drainage,has been installed to Code. � U 1 � > Oz � o// o L.� All exterior lighting installed,replaced or repaired shall conform EAST SIDE ELEVATION to Chapter 172 — _ = _ of the Town(Code SCALE: 4" = I '-0" FRONT ELEVATION- Must provide Manuals ,„ = I -o D, J and S as per SCALE: 4 WCL � NYS Enemy Code Or- Cz PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE LLJ Blower doorCERTIFICATE OF OCCUPANG-Y `L and ductwork: IV SOLDER USED IN WATER \ r testing required. SUPPLY-SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. U � ° z � TniisS PLA,CArMING mouinED ELECTRICAL ( . - .FLlJtv��iIN iN4,;pr,CT10N REQUIRES IMBIN6 WASTE A.1 L PLL ---- ---- WATk=•R LINES NEED TE�"TII<J( BEFORE CO'JERING 2 1 2 1 ',i Lu rw 0 1 --- m DO NOT PROCEED WITH TW 10 10 y FPA101NG UNTIL SURVEY, 0 OF FOUNDATION LOCATION — HAS REEN"APPROVED, _ z � �f S 2 1 2 1 v J m an E W W ° 2 ° 2 T 2 'Z G6°6" "Alteration of this Document excc;ot —t > W?03 1 LU r G to by an Architect or Licensed ProfOs- t sionall Engineer, is ille11 gal." } Section 7209, Subdivision 2, Q z N. Y. State Education Lave. >- o LjQ) � - z ° z ,rchitcci aid En,fmc'er's Sco,I and G54 G54 IC ' ro ,! f-, ^n of S;�na.�:. only geed �r initial r,.:,,, drawing. Chingos, alter or re- . . . . . . . . . visions to or re-use of dravJ,n,as v!ith- ` out Architect or Enginecr's Approval GxG RAILROAD TIES voids Seal and Signature on same. TO HOLD BACr, g GRADE AT EGRE55 LOCATIONS OF Nr-tV + ,nr WEST SIDE ELEVATION BACK (NORTH) ELEVA,TIO�� :w PAGE: y lir, i„ SCALE: 4" = 1 '-0" SCALEI ,-o,, --: 4" = I '-0" 057��'� R0FEsSIONP�' I UNAUTHORIZED ALTERATION OR ADDITION TO Td/5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW SLS" • O > 7 N O Q N A N — (L Q U Z C� z_ . Q� J LL1 ai 6 Dc>721m SECTION SECTION B B 20'-0" 6-5 1/4" 8 114" 0 6'-9 1/4" 0" 2-2x8" ACQ GIRDS, DOWN O — . J C) 20'_0: — N -� 00 _::7\_G"X G" POST ON 12" s l/a„ 8 5 OU Q 50NOTU15E W/ POURED m ENTRY z m CONCRETE FOOTING _ s 0 LANDING 6 10 13/ 6" 2'-6 3/I 6"f Z-5 5/8"--3'-1 3/8" (Q m "' xG� CQ�EDGE �6 X z6LX 8"c� TW2 32 TN 2 '2 TW2 32 >> FOUNDATION WALL LEGEND: o a o a m fwG6o61 I - WALL LEGEND: m L °o o D3 lv5 'di5 w5 8" POURED CONCRETE FOUNDATION WALL w/#4 oLn m \/ o o NEW CONSTRUCTION 4� REBAR @ 12" OC BOTH DIRECTIONS; KEYWAY I'-8"X 8" FOOTING; PROVIDE 2- #4 REBAR WITHIN I ° moo FOOTING. 8'-O"WALL HEIGHT; DAMP PROOF 12'-9 1/2" s-3 1/2° 0 9'-s' 2"X 4" STUD FRAME EXTERIOR WALLS, �' � z PERIMETER OF ALL AREAS �- � ' " N � ,,# R-1 5 INSULATION WITHIN, 8" PLYWOOD CC) � STORAGE wa w KITCHEN �__!' SHEATHING ON EXTERIOR, w/2" FOAMLn ° I o o - �J O T ' BOARD, HOUSE WRAP t SIDING AS SELECTED; p O 2x4 ACQ STUD FRAME PERIMETER WALLS @ I G" OC. 14"TRUSS JOISTS s - �_ _ PROVIDE R-15 INSULATION 2' DRYWALL TO FINISHED AS PER MANUFACTURER N D 1 _� 2" GYPSUM BOARD ON INTERIOR SIDE vCE) O SIDE; SEAL CONCRETE WALLS w/ MOISTURE BLOCK N N N O 3 = O - v o I `-`- ' w' � O � I � O 2"X 4" INTERIOR STUD PARTITION, PRIOR TO FRAMING OUTLINE OF WINDOW pO W4 U 7l w/ I LAYER" GYPSUM BOARD ON EACH 2'_0" 2x4 STUD FRAME PARTITIONS, WITH z" DRYWALL a I WELLS BELOW - LI SIDE; USE MOISTURE/MOLD RESISTANT O 1�_ BOARD IN KITCHEN, * BATH AREAS It USE lLJ r1l77TT, ON EACH SIDE OF FRAMING. PROVIDE R-1 5 INSULATION - BEDROOM WITHIN WALLS COMMON TO UNFINISHED BASEMENT n s°.rr. ° z CEMENT BOARD ON ALL AREAS RECEIVING TILE J I O 7.5%LIGHT yy U C) W8 4 3%VENT w4 T FOUNDATION NOTES: I 2'-o I/ " 2'-1 1/2" ° MAINTAIN 8 0 CEILING HEIGHT THROUGH OUT MAIN AREA OF L Q A DERSEN G54 a - J N G IDING WINDOW; CLOSET I LINE OF SECOND FLOOR — FIRST FLOOR. • DOUBLE JOISTS UNDER ALL PARTITIONS BOTTOM SILL NOT TO = _ — u--I z RUNNING PARALLEL EXCEED 44"ABovE - 3- I I " LVL FLUSH HEADER 2' _ • ALL WINDOWS DOORS TO RECEIVE 2- 2x 10 HEADERS ABOVE z Q FI ISHED FLOOR 4068 ° • PROVIDE BRIDGING THROUGHOUT ENTIRE In w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. Q " GRE55 AS PER CODE m N FLOOR SYSTEM, 8'-0" o.c. C.O. I 3 20 BASEMENT N I • 6'-I I"WINDOW HEADER HEIGHTS AS IFRAMED ABOVE SUBFLOOR. LtJ sS.D. INDOW SECTION ECTIOr — z w SECTION E� 3 SECTION ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, • 4 TSG PLYWOOD SHEATHING ABOVE TO BE GLUED and SCREWED A 2668 2068 A A N A WITH WHITE INTERIORS BETWEEN THE GLASS GRILLS, COLONIAL STYLE O • INTERIOR DOOR TO RECEIVE 2- 2x8 HEADER ° e s'-o I/2" 4' 1" \ o° EGRESS WINDOWS TO HAVE MINIMUM 3- 9 2" LVL N \/ AS SHOWN ON ELEVATIONS, OR SELECTED BY HOMEOWNER. � HEADERS; BASEMENT WINDOW TO BE 3- 2x8 ACQ q o /\ 1 I8"TJI 5GO F.J. @ I G" O.C. a = LL INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE • 4" POURED CONCRETE SLAB ON COMPACT 2x8 JOISTS ALLOW FOR PIT WITHIN CALLED OUT ON PLAN. FILL FIREPLACE ABOVE- I G" OC UTILITIES BASEMENT SLAB FOR 1868 • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL • PROVIDE R-30 BATT INSULATION TO UNDER CANTILEVERED o o ss. o ° I EJECTOR PUMP STYLE It HARDWARE TO BE SELECTED. SIDE OF 5U6FLOOP, JOISTS TO SIT ON L UNFINISHED GREAT ROOM • MIN. 2" DRYWALL ON ALL SURFACES OF BUILT UP PLATE N 2468 BASEMENT AREAI ! PANTRY _ • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT ENGINEERED LUMBER, INCLUDING JOISTS, GIRDERS BETWEEN TRUSSES e ( VENTLE55 GAS FIREPLACE, SET m ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNERS. AND HEADERS; JOINTS TAPED It I COAT SPACKLE 0 E::] s'3 1/2" 12" ABOVE FLOOR; MAKE $ MODEL G I T.B.D. INSTALL AS PER m MANUFACTURER, ADJUST FRAME 0 DIMENSIONS ACCORDINGLY. 15-1 112" — 1 5'-9 1/2" 4'_O" � , BENCH A.O: �� SEAT W � - J yIN� In N N O L1 7 2 112' 4'-5" — �/ V 2xG ACQ C w8 3068 @ I G" OC v 9 COAT CLOSET ENTRY m ENTRY NG D W un P INSULATED DOOR w/ o W3 3068 U— SELF CL051NG HINGES m O LLJ DOOR SWEEP STORAG I I I N 2668 w N } ANG ROD / EGRESS WINDOW WELL WITH I °� " HALL SHELF ABOVE, 266 Q TEIR5 TO BE USED AS STEPS; o e6CLO5 TYPICAL of ALL DOWN USE G"X G" ACQ POSTS OR 14"TRUSS JOISTS oLoocATiON5DOWN BILCO 5CAPEWELL SYSTEM AS PER MANUFACTURER FOOTINGS, GIRDER rTYPICAL BOTH WINDOW $ LEDGER SAME AS N U LOCATIONS. AS NEEDED. FRONT EN RY DECK o ° ETa_1 BASEMENT 2068 DAMP PROOF PERIMETER FINISHED FAMILY ROOM OF FOUNDATION WALL (CONTINUOUS AROUND ALL AREA ) m 3-4 c o. k5 D. _ N (n 8" POURED CONCRETE a w I 2668 FOUNDATION WALL w/ 5-1 1/2 w DEN /GUEST ROOM 20"X 8" d. FTG.; PROV. N z ° W2 138 so FT. r� w 2- #4 REBAR IN WALL ° a " U m Q :8.8%LIGHT _ m AND FOOTING - p i I N 9.G%VENT N (TYPICAL ALL AREAS) O a _ 8" DIAMETER ANCHOR BOLTS ( N DOUBLE JOIST W/ 7" MIN. DEPTH @ 48" O.C. o p LIP 2x4 ACQ STUD FRAME PERIMETER LIP WALL TURNED N FLAT AT STAIR I I-' TJI 560 F.J. I G O.C. a W/ MIN. 3"X3"�"WASHER @PLAT I > Q 8 @ �''-' I LOCATION -'N ENTRY PROVIDE 5IMP50N FHD5 - 0 HOLDDOWN (TYP. 2) �j I 3069 ENTRY DOORS ? LJ ANCHORS AT ALL CORNERS 18'-3° w/ I'-o"x3'-o"TRANS M THROUGHOUT _ wi wi Di 6� ° TW264 0 TW264 O 2xG" ACQ LEDGER BOLTED N O " " "Alteration of this Document except p m G X 6 POST ON 1 2 3'-10 I/2^—� 6'-1 1/2° 6'-1 12" 3'-10 1/ � TO HOUSE FRAME WITH 5" 9 0 2-2x8" ACQ Q �p 50NOTUBE W/ POURED ENTRY by an Architect or Licensed Fra es- "LEDGERLOK" SCREWS 16" O.C.; m CONCRETE FOOTING LANDING m @ I P U — 1'-2 5/8" HANG D.J. FROM LEDGER WITH _ N 20"X 20"X 8"d. SA0}^,�l Erl,�lrleer, 15 illegal." 111 L SIMPSON LU28 CONNECTOR 2 s/a° 3'-3 3/8" 5'-6' section 7209, Subdivision 2, 3 TYPICAL ALL DECK AP DOWN , Y. State Education Law. p z a 4'-2" OUTLINE OF ENTRY DECKABOVE; secTlorl 1'-2 5/8" o PROVIDE I x8" RIM 60APD B U 5fCTTION CONTINUOUSLY AROUND z o Q 20'-0 " F I R5T F LOOK LAYOUT FOUNDATION PLAN SCALE: I o, ----------- - --_ V,7,2"ure e�!.l roef- 5CALE: b, Cisi0m tF,) er re-me of , �.I T 4 cUi Rrcl ';tsct or Eqioers Y`;�,r0v: l atoms Seal 4nd Signature cn s3rack �P�v. OF NEN/ O J. Mq2 T f O PAGE: LU p T° 52 ? A i � �'*h'O�ESS10Nr� UNAUTHORIZED ALTERATION UR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW O RE-Scheck Software Version 4.6.5 It...ompliance CertifieLUcate C: J Project Eloger-Nicholson 0 [D -PrieT. y Code,: 2015 IIECC Locatkzr_ Greenport, New York C o n r tu cti on Ty.p--: 1 S'n, gle-family sFCTION 5ffCT(0I`J Froje&_Type- flew Con-struction 13 Condif on'ed Poor Ar-.,m: 2,200 ft2 Vezing Ama 12% Climate.Zc;r.,e-: 4 II5572 HIM OUTLINE Of FIRST FLOOR Fet Cate: I WALLS BELOW LOWER ROOF LINE 4" C-Dris7t-uction Site: ries igner/Corvacaor: I ( �_ a6z;e Stre-elt r4lency Dwryer,Dezigner &-re+:nport, NY south CT-2.t U 0 12 Q 4 OUTLINE Of ROOF BELOW M:!1q!p 110111O to 7 7 Z'j 7 T�=7777 Cc,rptlance,- 6 eter Th2n Code V;Arntrr.ILIA: 285 Your VA: 274, OA 0-27 13 (n I? Cod*IrrAim,r*.-'*rtz' Jw-wdcxa tz is bomica=dstride-aff ru/�wz. 2x4 STUD FRAME GABLE mI PROVIDE f LASHING It"Zoe-10 NOT P�vy;du S"GeEmatm =4 0-ccat harrow, N END WALL AT EACH END /--ALONG WALL I 0 -0"- Q 20' Of ROOF FRAMING 0 5'-0 5/1 G" A26 A25 5/16" (S) CD 0 - Envel semblies -74 9'-1;3/wz 4" 7 77 wz ,. ' y -gal LU J k,5 (S) ti SECTION SECTION zf5ffCT101'& 5ECTIO�i Ix 2xb RK (E) I G" OC C) 2x8 CJ (3,) 1 G" OC A A Is e serne Int Viet I-,So I id Cor Crete or M a--sr,ry S40 25.0 0-0 0.095 42 0 wmll ,�,eiqkt: X 2x(5 CJ AS CT I G" OC Depth 6elow sTnde-. 5:1' / - 0 12 X / 0 \ - )< BEDROOM - BEDROOM 7 7 i2 LLJ Inculation depth- G.0' X -1 F X 0 02 50.FT z :7 X 1 17 5Q.fT. - LU 2"3112 15,0 0-0 0.090 '122 X 12%LIG�1T i 3.e%LIGHT < Wall 1:'Wood Frerme,.. 1G'o.c. 77.VENT G I%VENT C� u --glan,z F"erne-Double Far,--with Low-S 229 0.300 Ge LLJ < 12 (n > 0.22 0 712� > 0 co 0-=r 1:,Gre:Z 59 0.30 D Is �,T 151). - 1 0-- 0 IN 0 2xb CJ (ED I G' 0 C\J 0 OC 2x8 RK @ I G11 OC 7 ry Ceil'ing I:,Flat C--ilin;or Scizzcr Truz-- 5 4f 0 45.0 0-0 C.02E 24 >< C;G6 n X 2068 9 C 0 Compfi.ir.-ce5rame,"ent: T�,_-proponed buil--limg de!:�qn cfercribed here i�: ccrzi--tentwith &,e Eailding plans,zpecificationn, BnE oitl�,eT F_ 4005 3'-1 celc,,J5tionz m-ArnittN!,_4 with the. perrmit -OF 11IC-0ion- T.�,.-_ prc.poned buil--Nng ha!:been dezi-:jned to rnepnt the 201-5, lr=CC reqw-re-menta: ir, 6 CL05ET GG CLOSET CHASE 9 F.F-Sch,eck-Ver-rion 4.6.5 and to cal *I.--m.mndetory req,0rement,=listed in the RZSchecck Irz-pection Ce&lizt- 3'-T Z-3 3/4" 5'-G 3/4" 3--8 112" < U X 'Co. WALL LEGEND: :7 4 S.D C) X 4'-0" J,- 1L GAF architectural asphalt roof X Nerve - Title !;igr:atu Dete NEW CONSTRUCTION I ,',/r. X , Shingle over entiire roof area. 206I CW 3 0 2 X 4 STUD FRAME EXTEKI0R WALLS, 0 15# felt over -5" CDX Plywood b 0 - R-1 5 INSULATION WITHIN, - 1 2 6�" PLYWOOD \1A sheathing with ice 4� weather shield m 0 ~ SHEATHING ON EXTERIOR, w12" FOAM 0\1. F_ at all perimeters and valleys. O 2668 BOARD, HOUSE WRAP �,SIDING AS SELECTED; 0 .11 1 DCWN >1 4" overhancjI5 around all areas; 3/4 1 L _cd IE 11 "' GYPSUM BOARD ON INTERIOR SIDE x I X8 f35CI3 and vented, vinyl LU D_ ova 50G,5 one > beaded soffits. 2"X 4" INTERIOR STUD PARTITION, 0 CO wl I LAYER-L" GYPSUM BOARD ON EACH 7777777 2 CL/ ( LD5ET SIDE; USE MOISTURE/MOLD RESISTANT RUNOFF NOTE: 0 BOARD IN BOTH BATH AREAS $ USE Gutters continuously around; WL E LL_ 71-3'-4" CEMENT BOARD ON ALL AREAS RECEIVING TILE 2 y Leader locations 015 per X LL X cholson Report date: 06115M in5taller - all leader5 drain to N Projec Title- ft-ger-NN X, 0 N 4" 0 PVC pipe to new drywe115. -nam -: Untifed_rck Page 1 of 5 241 G8 Data f Ir e X z X MAINTAIN 6-0" CEILING HEIGHT THROUGH OUT AREA Of SECOND FLOOR; 4S X 0 PITCH WITH RAFTERS WHERE SHOWN. RUNOFF CALCULATIONS: z/ 0 0 • ALL WINDOWS TO RECEIVE 2- 2x 10 HEADERS ABOVE wl(2) 2x4 MULLION �)85 x - 167 x 7.5 = 1233 gallons of runoff (J > 0 STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. WINDOWS ALONG @ ( 1) P-0" x 6-0" 0 capacity = 300 gallons FRONT WITH LOWER WALL PLATE TO HAVE 2- 2x8 HEADERS ABOVE. MASTER TJ 1233/ 300 = 4. 1 X C\J • G'-I I" WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5UBf LOOK; 195 50.FT. 12 Runoff Containment R06JUIrC5: X co (2) 3'-0"deep x 6-0" 0 ring OR equal 5 9%11CHT 5'-0 2" HEADER HEIGHT FOR WINDOWS FRAMED WITHIN FRONT WALL. 7fl X , 4 < 4.3%VNT - - I I (\J < (FrOVICIC5 1600 total capacity) < • ANDERSEN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, o WITH WHITE INTERIORS $ BETWEEN THE GLASS GRILLS COLONIAL STYLE < LINE Of 6-0" CEILING AS SHOWN ON ELEVATIONS, OR AS SELECTED BY HOMEOWNER. I LINE Of 8'-0" CEILING % 15'-9 112" I? • INTERIOR DOORS TO HAVE 2- 2x(5 HEADERS UNLESS OTHERWISE tn LU CALLED OUT ON PLAN. N DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL Ln nW2 \V 0-0" PLATE HEIGHT ALONG WALL (F) STYLE * HARDWARE TO BE SELECTED. 0-0" PLATE HEIGHT ALONG WALL J - \V ----AF777777777= U L A251 A28 IV A251 • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING TH KU-OUT .......................... 3'-10 112"- 1 1, 0-1 112" 1 1� G'-1 112" 3'-10 1112" �LL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNERS. 20'-O` - R/ LU 77 WINDOW AND DOOR 5CHEDULF SYMBOL MODE-L NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE D[51GN LLJ DP RATING QUANTITY SPECIAL NOTES OPENING AREA WIND AREA ZONE PRESSURE W) TW2641 0 TILTWA5H 5.05 9.01 10 5 18.2 -24.0 40140 G SECOND FLOOD LAYOUT ROOf PLAN "Alteration of this Document except A251 AWNING J .20 3.70 10 5 )(5.2 -24.0 GO/GO 7 LLJ W2 I I by an Architect or Licensed Profles- -ALE 'I' - 1 1-011 SCALE: -L,, 1 ,-a� W3 TW2031 0 TILTWA5H 3.07 5.2E 10 4 17.4 -10.0 40140 4 5 4 3 4 sional En(Jncer, is illCt"al." W4 TWT2G 10 TIL7WASH TRANSOM - 0.93 10 4 16.2 -19.0 50/50 3z Section 7209, Subdivision 2, >_ M W5 TW2032 TILTWA5H 2.47 4.21 10 5 15.2 -24.0 40140 3 N. Y., State Education Law. G WG TW2, 04 10 TILTWASH 5.61 10.45 20 5 17.4 -22.0 40/40 3 2nd FL. EGRESS W7 AW261 AWNING 1 .20 4.40 10 1 4 18.2 -19.0 GO/GO I TEMPERED @ STAIR < W8 G54 GLIDING 7.70 13.30 20 4 17.4 -19.0 30/30 2 EGRE-95 IN BASEMENT D 1 3068 HINGED ENTRY 20.00 - 20 5 15.2 -22.0 1 FRONT ENTRY wl TRANSOM fxclhiter.'tC.n..;r�^;fir 2nl D2 fWH3 I G I I FRENCH WD. INSWING I G.72 1 1 .451 20 4 17.4 -13.0 40140 Signpature o�liy gOO'l �i 1 Of I � D3 fwcl(;OG I I FRENCH WE). GLIDER 15.31 24.86 50 5 1 G.3 -20.0 40140 1 ChanZes, ALL WINDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPEC If IEDvisions to or re-use of WINDOWSTO BE WHITE EXTERIOR,WHITE INTERIOR,TRADITIONAL SERIES LOCKS HARDWARE IN WHITE FINISH AND FULL EXTERIOP15CKEENSout ArclRect or Eng2ine,.-i's Approval APPLIED EXTERIOR GRILLES,COLONIAL PATTERN,UPPER SASHES ONLY, UNLESS OTHEKW15E SHOWN. WHITE EXTERIOR,WHITE INTERIOR, voids Seal and Si,nature on CALCULATIONS FOR WINDOWS 5A5ED UPON EXP05U RE B COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER IF NEWTABLE R 30 1 .2 (4) A Of THE NEW YORK STATE RESIDENTIAL CODE. MA WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH FIEMOVEABLE 5/5"WOOD STRUCTURAL PANELS WITH MAXIMUM Of 6-0"SPAN. FASTENERS FOR SPANS UP TO 0-0"SHALL BE 2 1/2 -#8 WOOD SCREWS AT I G"O/C, fA5TENER5PAGE: FOR SPANS UP TO 81-0"SHALL BE 2 11211-#5 AT 1 2"O/C. TABLE 30 1 .2.1 .2 ALL UNITS MUST MEET OF;EXCEED THE MINIMUM DESIGN FIPE55UPE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED res /['b� 0570q<:) 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE, ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YCRr,STATE RESIDENTIAL CONSTRUCTION CODE. 0 REFER TO SECTION P I GO9.1 .4 FOR ALTERNATIVE OPENING PROTECTION. 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y-9. EDUCATION LAW 9 2" LVL RIDGE; 51MP50N C520 CONNECTOR(TYP. ALL) 9 2" LVL R 0 RIDGE; L 51MF5ON C520 O N 2x4 STUD FRAME EXTERIOR GABLE CONNECTOR(TYP. ALL) O ARCHITECTURAL ASPHALT END WALL @ 16" O.C. w/-5" CDX PLYWOOD fto > ROOFING WITH 15# FELT SHEATHING, 2" FOAM BOARD INSULATION, N — 12 1 OVER B" CDX PLYWOOD HOUSE WRAP * SIDING AS SELECTED. �'� 1 2 Q z PP 7 2 WITH ICE *WEATHER SHIELD P ��'�, 7 21 @ y @ PERIMETERS $ VALLEYSx8 R @ Of �� y 6`p PROVIDE CSI 6 FLOOR 6"p R-49 BATT INSULATION c BOLT ALL CJ TO RR w/ 2-2" CB TO FLOOR STRAPPING R-49 BATT INSULATION C PROVIDE VENTED BS AFFLE WITHIN CEILING, ALL AREAS WITHIN CEILING, ALL AREAS BETWEEN RAFTERS w/ R-30 BATT z Iii INSULATION, THRU ALL PITCHED SIMFSON H7 CONNECTOR 2xG" ACQ LEDGER BOLTED CEILING AREAS WITHIN MASTER SUITE U Q 2x8 CJ/CT @ 16" OC TO HOUSE FRAME; SHED 2x8 CJ/CT @ 16" OC o U7 o m 1 x8 FASCIA, VENTED VINYL RAFTERS 51T ON LEDGER — SOFFIT FASTEN w/ H2.5 SERIES 2x4 INTERIOR STUD 2- 2x 10 HEADERS ABOVE ARCHITECTURAL ASPHALT PARTITIONS, -L' GYP. WINDOWS * DOORS; ROOFING WITH 15# FELT BOARD EACH SIDE C520 STRAPPING OVER e" CDX PLYWOOD w BEDROOM BEDROOM WITH ICE $WEATHER SHIELD BEDROOM CL. BATH BATH MASTER @ PERIMETERS t VALLEYS g �n G i 12 mao 471 pG o3 m? += PROVIDE C51 G FLOOR 0�(� ° o TO FLOOR STRAPPING 51MF50N H7 CONNECTOR ZxB 5N� 4" PLYWOOD SUBFLOOR U U = N 118'TJI 560 FJ @ 16" OC _O O II U 3- 1 1 Z" LVL FLUSH HEADER DOUBLE JOISTS UNDER z 2x4 STUD FRAME EXTERIOR ALL PARTITIONS RUNNING WALL @ I G" O.C. w/ R-1 5 INSULATION, PARALLEL TO FLOOR FRAME 7r GREAT ROOM PANTRY 8" CDX PLYWOOD SHEATHING,2" FOAM z Z BOARD INSULATION, HOUSE WRAP — 2 _ DINING AREA t GREAT ROOM bA'H BEDROOM 0 - - 2x4 INTERIOR STUD SIDING AS SELECTED; 41x6 FINISHED DECKING L °J PARTITIONS, i" GYP. " GYPSUM BOARD ON INTERIOR Ln o 2 ON 2x6 ACQ DJ 16" OC USE MOISTURE/MOLD N N n�i o BOARD EACH SIDE RESISTANT GYPSUM - FRONT ENTRY PORCH BEYOND; 4-, z �T 3 BOARD IN ALL BATHS MATCH CONSTRUCTION DETAILS (n m FROV. H4 CONNECTOR A5 REAR AND 51DE DECKS " PLYWOOD 5UBFLOORO O 2x6 ACQ SILL PLATE 2- 2x8 ACQ GIRDER 14"TRUSS JOISTS OVER TERMITE SHIELD - _ AS PER MANUFACTURER OVER SILL SEAL; BOLTED THRU P05T AS TRUSS JOISTS 15 5 INSULATION WITHIN m — PROVIDE SIMPSON CS20 BASEMENT CEILING ALL AREAS O (2) -�" CARRIAGE B L S AS PER MANUFACTURER g DRYWALL ON CEILING THRU-OUT W/ LPT4 CONNECTORS 2xG" ACQ LEDGER BOLTED FINISHED BASEMENT AREA N W R-30 INSULATION WITHIN NOTCH POSTS N 8.3 TO HOUSE FRAME WITH 5" W ° 1 BASEMENT CEILING, ALL AREAS FOR GIRDER 0 8" DIAMETER ANCHOR BOLTS "LEDGE KLOK' SCREWS @ 16" O.G.; (LJ 7,3 J W/7" MIN. DEPTH @ 48" O.C. HANG D.J. FROM LEDGER WITH W/ MIN. 3"X3"x8" WASHER @ PLATE Gx6 ACQ PO5T5 I 51MP50N LU28 CONNECTOR I 0 m HALL BATH BASEMENT- FINISHED BASEMENT f UNFINISHED 0 1 2" MOISTURE/MOLD f 8" POURED CONCRETE 5IMF50N ABU44 I BEDROOM 1 m RESISTANT GYPSUM FOUNDATION WALL w/#4 CONNECTOR(TYP) m z fREBAR 12" OC EACH WAY; W Z BOARD IN ALL BATHS I Z Q ~°o d. F 20"x 8" T . 12"G.; FROV " 50NOTUBE w/ POURED 4POURED CONCRETE SLAB " 2- #4 REBAR IN FOOTING CONCRETE FOOTING ON COMPACTED FILL LU Q (TYPICAL ALL AREAS) 20"x 20"x 8"d. "NOTE: CONCRETE SHALL BE (TYPICAL ALL FOOTINGS) O PC = 3,000 P51 @ 28 DAYS C z 2x4 ACQ STUD FRAME PERIMETER FOOTINGS SHALL BEAR ON 0 O WALLS @ 16" OC. PROVIDE R-1 5 INSULATION UNDISTURBED SOIL WITHIN $z" DRYWALL TO FINISHED SIDE; SEAL BEARING CAPACITY OF BUILDING S ECT I O N II R II p— CONCRETE WALLS w/ MOISTURE BLOCK 1 .5 TONS PER SQUARE FOOT LJ PRIOR TO FRAMING 5CALE: 4" = I '-0° "Alteration of this Documcn.t except BUILDING SECTION "All by an Architect or Licensed Profes- sional Engineer, is illegal." SCALE: 4" = 1 '-0" Section 7209, Subdivision 2, N. Y. State Education Law. GENERAL NOTES: NAILING SCHEDULE GENERAL WIND PROTECTION CONNECTION NOTES • The Information on this set of construction documents is to relate basic design ELECTRICAL NOTE=S: ---.__........ ..............- i Adapted Hurricane Resistant Residential Construction; SSTD ""`" A from Standard for intent and framm details. The are Intended as a construction aid, not as a - - U T -" - -- n5truction " V 9 Y 2016'A�OOD FRAI:�E COPdS'RUCTION MANUAL g .,._ substitute for generally accepted good building practice and are in compliance with I O 99 and 20 18 SBC Hi h Wind Edition Wood Frame CO All electrical work to be BOARD OF FIRE UNDER %,, n;.! rr sr "f" ' '' • WRITERS approved and to include i �- Fasteners and Connectors for Wood Frame Construction wIUi14;Lli E O,°,; v°...� � , I""„�l 0$ current 2010 New York State Building Codes and the 201 5 IRC. The general contractor JOINT DESCRIPTION NAIL"QtI,A.ITY" NAIL SPACING i � �h ,�„ �•�.,,,, W � is responsible for providing standard construction details and procedures to ensure a installation of fixtures s specifications as indicated on plans. Light fixtures to be supplied by Cra ir.a. Cil:rages, $,ecr a .i: i'r r, Q_ in D— owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install I . A continUOUS load path between footin 5 foundations walls, flOOrS studs an ��' re-use of ural.°'if',7S \°.il'`s{1- completed roduct. d Or .a i fine h ructurall sound and weatherproof , 0 rofess onall sed stC+CtF F AMINO IOi1S p Y � YP R � -". p 9 VL, all outlets as per code. Al!work is to be done m strict accordance with the New York State Code RAFTER 7o TOP PLATE !TOE liAlL D 8'O""^/ALL 3-Ed PER RAFTER roof framing shall be rovided. rCl�iieet or Er llleer�S Al' rOVul 0 'n General contractor to coordinate all subcontractors, schedulin of work and b a licensed electrician. All new switches ft outlets to be Leviton, To le, su lied $ mstalled -"" - -" " -" ---- —________ .__,.._,_............._ _ _ ._.__.1 A -----.-"-------- ". . _....__,___.,...... .._..._-_.._._-__._ out CZ- - d • g Y g9 pp i 0'-O'"L---- 3-&d PER RAFTER I nature On Sara interaction ween trades. b contractor. Contractor to do all hook-u required forbathroom fans kin exhau is and " 5i .. ._.T...__.._.....}..,._____......"___._..__...;.,_....._AILS._,__._.--__----__ _. _...___._;_,.t_.._._._-_-_-_...__.._.--- ..,._.._J_c_._..----__._.__..._..._.__....._.._..-_._..____......................._________._.__..__.-.., Ids Seal and S g, �e. � � bet ypsas equ d o , coo g s CEILINGJOI=, TO TOP PLATE ;TOEnIAItED 6-o LJALL.3-ad PER,JOI.aT ors, anchors and other fastening devices not included In UO LLJ provide wiring as required for gas fireplace and cooking appliances. 101-D"WALL:4-M PER J015T n t pprov • The contractor is responsible for ensurmgthat all work and construction meets „ , ... .." . ... " ".. . . . . "i .. _"._"."...,. .. .., .. _. the Standard Building Code, Section 2306 Of IBC shall be used in accordance LL or exceeds current federal, state and local codes, ordinances and regulations, etc. CtILING JOIST TO PARALLEL RAFTER II FACE NAILED SEE TABLE 3.7 EACH LAP with manufacturer's recommendatlO1`15. LU These codes are to be considered as part of;he specifications for this build ng plan. FRAM I NG NOTES: CEILING JOIST LAPS OVER PARTITIONS IFACE NAILED SEE TABLE 3.7 EACH LA_P — — _._.____.... .........._.-111111.11"" .— .-_..._....._. COLLAR TIE TO RAFTER _. _.. ._,......_.-.."FACE NAILED SEE TABLE 3.4 PER TIE OF lVefj Y N y _,.. 3 BLOCr,ING TO RAFTER 'TOE NAILED 2-8d EACH END 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the 0 Q • If In the course of construction, a condition exists which disagrees with that as All lumber Is to be Dou las Fir#2 or better at 16' on center . .._._...I_..........-. „_............... ........ ....."..... .... ..,..,............... ... . ........................ .................... .. .................................... J indicated on these drawings, the contractor shall stop work and notify the designer g RIM BOARD TO RAFTER !END NAILED 2-E Gd EACH END " subject alt cOrr05ion in costal area hall be stainless steel Or _......... ........._.... . ..... . . .....,... ._.... . ......_. ..., ... ....._.... .... - .... .. ........... .. weather S 1 weath or to s s s 'r hot dipped ald. t the engineer Immediately. Should he fail to follow this procedure and continue work, . All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation I pp gvanizer�" he shall assume all re59on5ibdit and liabilityarisen therefrom, WALL FRAMING l y g refers to current arsenic-free treated wood standards and shall take the place of'CCA' „! e -- Top PLATE TO TOP PLATE IFACE NAILED 2-1 Gd PER FOOT 4. Where windows and doors interrupt wood structural panel sheathing and z • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. T P PLATES AT INTER,5ECTION5 ;FACE NAILED 4-16d JORF -EACh SIDE 51din framm anchors or connectors shall be provided at the to and bottom • • All TJI5 are to be installed in accordance with the manufacturers specifications and shall include - g g p p e STUD TO STUD IFACE NAILED 2-1 Cd 24"O/C • The deli ner has not been en a ed for construction su ervision and assumes no s wash blockm web stiffeners at bearm oints on Irders and other load bearm areas of cripple studs, header studs, and at least one stud at each side of opening. �5 9 g g P q 9 9 p g g HEADER TO HEADER IFACE NAILED 16a 16^O;C ALONG EDGES _ responsibility for construction coordinating with these plans, nor responsibility for TGP OR BOTTOM PLATE TO STUD (Et:D NAILED 2-l Gd PER 2X4 STUD."... -1111„ """" """" 1111"- - 5. Ridge straps shall be attached to each pair of opposing rafters except where ROPES IONP� construction means, methods, techniques, sequences or proceedures or for saftey • Structural Steel ASTM A36 - FY= 36 KSI -"' precautions and programs in connection with the work indicated. There are no ! 3-1 ed PER 2X6 STUD 1111"" - - lumber 15 located In upper third of attic p ce and € 4-16d PER 2Xb STUD collar les of I x6 or 2x4 lumb u s a warranties for a specific use expressed or impllied in the use of these plans. - -" 1111- ---- -- • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, BOTTOM PLATE TO FLOOR JOIST, attach to each pair of ra ter5. • provide liar wired smoke detectors, with batter back u and with etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be BANDJOIST,END JOIST,GR BLOCKING, if NAILED 2,I Gd 'w PER FOOT G. Uplift connectors shall be provided at each rafter bearing. Contractor to p cede d y p, 6 no Intervening switches, on all floors and in each bedroom. Verify with local code nailed/bolted in accordance with the manufacturer's specifications. ; 4"0 ROOF: NT requirements as per Section R3 17 New York State Residential Construciton Code. FLOOR FRAMING 7. Floor t0 floor hold-dOWr15 t0 be provided every 48, and every I G" within 4' ROOF w Install carbon monoxide detectors as per code. • All floor sheathing 15 to be 41"AC type plywood, tongue groove and shall be glued and screwed to J0197 TO SILL,TOP PLATE,OR GIRDER ITQE NAILED 4-8d PER,JOIST f exterior corners. VE sm the floorjoist5 (6"O.C. edges$ 12"o.c. field) BRIDGI.'fGTOJ015i ;TOE NAILED 2-8d ._...-._..__.. EACH END ..____._......,. _ —________.. O 1 FOUNDATION NOTES: ____,.._..__........... . ... _.. ......._" "._ _ BLOCKING TO TOE NAILED 2-8d EACH END 8. Sill Plate t0 Foundation Anchorage: Sill plate shall be anchored to the • Solid blockm is to be installed ever 8'-0" max. or mid s an of all floor olst5 with s ans exceedin BLOCKJ4r-TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK g Y p J p 9 1TOE - 1111 foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x • General contractor to review lans, elevations and details to determine 8'-0'. Blockin is to be installed at ail point load bearm omts. LEDGE?5TRIP TO BEAM !FACE NAILED 3-1 Gd EACH JOl5i p g p g p , -- ", I'll, .." -"" 1/8" washers. A minimum of one anchor bolt shall be provided within G to 1 2 intended heights of fir fished floor above typical grade. J057 ON LEDGER,TO BEAM I TOE NAILED 3-8d PEP.JOIST Install double joists under all partitions running parallel ATTIC BANI JOI5T TO JOIST SEND NAKED 1.111 -3-1GCI 1111""" PERJ015T Inches of each end of each plate. Anchor bolts shall have a minimum embedment __ --_—f-- • _.._.._. ... _".__-___""___"""","_. ..... ....... .. _..._,.,., ..,,... ... ...._.__. ... -._..._.,.._ ..__..... .,,.,. 1111--I I BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Cd PER FOOT of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located • Footings shall bear on undisturbed soil within bearing capacity of 1 .5 tons/sq.ft. within 12 inches of corners and at spacing not exceeding ,4 feet on center, BATH BATH 4 • All exterior wall headers to be as indicated on floor plans fl: sections and all Interior ' I I ROQF.SHEATHING I W • Concrete shall be FC = 3,500 P51 @ 28 days headers are to be 2- 2"x 10"unless otherwise noted. All headers exceeding 5'-0" shall have a double i - " = -" S ( I 4'PERIP,hETER EDGE ZONE- I b"OIC-6"AT PANE EDGE_ l — Jack stud with a single king stud$ on exterior walls provide double sill plate(typical). I Ti ire ¢I uz di Ua ti u4 �i uz i uz vo • Concrete on 4"sand or gravel fill minirrum, with 6x6 0/I 0 welded wire mesh STRUCTURAL PANEL5 I 8d AND AT INTER MEDIATE SUPPORTS IN THE PANEL FIELD _ d - _ __.. - 1 INT 16"O/C-G"AT PANEL EDGES AND 12"AT QESIGN LOAD CALCULATIONS I o 0 6� reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor I LU m Provide Insulation baffles at cave vents between rafters and soffit vents as indicated Ed IfJTERh�'EDIATE SUPPORT 5 IN THE PANEL FIELD i � W I barrier. Welded wire mesh Is to be placed In the top third of the slab and Is to be on lans , r „G T SHOWER adequately su orted b recast concrete bar 5u orts to assure that the reinforcement p FOR ROOF 5HEATHIit,vJITH1N 4`-U"OF TnE FERJ1 iETE,EGGS OF TH ROOF,INCLL'�I 4'-c�"Ot•E EACH SIDE OF HE ROOF PEAr,,THE 4'-p"PEP IJfETER MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) m q Y Pp Y p PP EDGE ZONE ATTACHMENT REQUIPEMEh1TS SHALL BE UGED• 5 CO DFLOOR � s held In osition durin concrete placement and firnshln E N p g p g' • Exterior flashing is to be adequately mstalled at all connections between roofs, walls, 1 _ i a chimneys, projections and penetrations as required by approved constrction practices. CEILING SHEATHING 4 11_I BALCONIES DECKS 401 • Isolation Joints are to be mstalled between the slab and the walls. Use preformed C.O. GYPSUM WALLBOARD 5d COOLER5 7°EDGE 1 1 O"FIELD ATTICS WITHOUTSTORAGE joint filler that is to be: cut 112"below the slab surface and the resulting joint Is to be filled FLOOR PLAN NOTES: I ATTICS WITH STORAGE 40 l `5 3 z with an elastomeric jo rat sealant. WALL SHEATHING ROOM5(OTHER THAN SLEEPING ROOMS) 40 • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS 5TR:UCTUKAL PANELS 1 I I ga.Galy.RcxS g nall SLEEPING ROOMS 30 __ • General contractor to Install cop r-tex(or copper) sheet metal termite shields 3 EDGE G"FIELD KITCHEN BATH 2 _ _ s between all wood surfaces that are exposed to concrete or masonry surfaces. _1.1......,_.11.....................1_._.111,.._._. .._.._. .-_, -.:.,,._.111.1 ., (•1 2''l 1-5"L-x.7/16"Head; ,.._.,.__,........__-_-__--_"_"_-___,..,, 1111— --- • All Interior walls to be covered with z"gypsum board with metal corner reinforcing. All `2 /32" 1 1 gs-Gain.Rc firg call 3"EDGE/6"FIELD r T I ��1e4113" Q {-1 2 k i.75 L,x.3/&'9=ea,l) F.A.I. drywall products, includmg gypsum board, screw,joint compound, tapes$trim shall be U.S. ___ _...._........_.._.....____..-.._.._.....___...........__1111--._._. h va 1 I v4 Ri vz 1 4 • Dam roof exterior of foundation wall with a bituminous coatin Foundation - -"- "--"-"-----L " CLIMATIC Arno G SIGN z pp g� FIBERBOARD PANELS ,7/I� �d �"EDGE/G'FIELD EOGRAPYi(C DE CRITERIA Gypsum Co. or approved equal. All Joints shall receive 3 coats of joint treatment. Sand final .. .. SIN i I LAV excavation upon approval of building department mspections• „„ "__."." '25/32" - """ 5d EDGE 3W"EDGEtG"FIELD GROUND SNOW LOAD 45 lbs D.W. coat to a uniform smooth surface. All walls, ceiling and Interior of closets to be taped and _"."_..."""""...__..-.._.,._.._.,-..{_.._......... ....._.-_._.,..__._._. I I 5110WER GYPSUI`�'4VALLBORRD 5d COOLERS 7"EDGE i I C"FIELD 1 PLUMBING � I1VAC NOTES: sparkled, 3 coats, ready for paint. BA51C WIND5PEED 130 mph R I I 4'EDGE 7011E- I G"O/C-G"AT PANtL EDGES AND 1 2"AT FIRST FLOG HARDBOARD 8d IftTER1'J,EDIATE SUPPORTS IFI THE PANEL FIELD Ex osure Cate ory B • Interior paint to be Benjamin Moore, walls "dove white"and ceilings white, unless ". .. z I i v4 a • All plumbing work shall be done by a duly licensed plumber and must conform and adhere I INTERIOR ZONE- 16 O/C-6'AT PANEL EDGES AND 121'AT SEISMIC DESIGN CATEGORY 8 C.O 1 1 I otherwise decided by homeowner. All interior trim� mouldings to be high gloss dove white. to all New York State building codes $safety-equirements. �d INT ERIVEDIATE SUPPof',TS IN THE PAPIEL FIELD WEATHERING 5EVERE _ To 5urPoLr,000NTY f HEALTH • Insulation ratings and installation locations as Indicated on floor plans $sections. FLCK7R SHEATHING FRO5T LINE DEPTH 3`-O" 5fRVICOE5 APPROVED • If wall plates or joists are cut during the mstallation of plumbing fixtures or equipment STRUC"TUBAL PANELS i'"OR LESS M u �,._.._........."-"". s�.-„......_ 6°EDGE t 12'FIELD - -_ ---”1111"" """ "" EA Y BATH I n•U sewER urlE I I -� _ __. -... ., TERMITE MODERATE TO H House contractor must provide appropriate bracing to tie framing back together. • Interior doors to be solid core wood; style to be determined. Interior trim to be ICE 13ARPIIEP REQUIRED YES i 1 1 4 TRAP 0 Plumber to supply and install tankless, ,un demand hot water heater. I x4 casings with backhands and 51"neck base trim with shoe. , Natiing req�n^ements are based�wall sheatrfN nailed 6 irches O.C.at the panel edge. If wail Sheathing,s ra.led 3 orches O.C,at the panel edge to ohta,n } I • higher shear capacities,nallincJ reausrennents far structura rr--mbers shall he doubled,or al l • Plumbing fixtures to be supplied by owner, installed by plumber. • All bath t- kitchen area walls and ceilings adjacent to wet areas to have water resistant When wall 5i-;eathw,3 I5 cortmi:cus over ecannected members,t1fetat-+Jated rUrrher of nalsEhsll Ire penm"tted to he reduced to I-i Gd nail per foot. drywall, and provide cement board for all areas set to receive tile. SH WER • Mechanical subcontractor is responsible for adhering to all applicable codes and LOWER LEVEL 12 z EJECTOR safety requirements. • Kitchen to have countertops as selected with ceramic tile, subway backsplash; all baths PUMe to have ceramic the floors and surrounds as selected by homeowner. PAGE: • HVAC subcont-actor to fully coordinate system data *requirements with the equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment suppler for final reviews approval. SLOPE" I/4"PER FOOT PITCH TO DP.AIN • Mechanical system to be 3 zone with camper controls on second floor. Include optional hydrating air system within. 4 0 HVAC to vent all dryer t-cooking exhausts. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW I� FR SNE SNE N FC 41 41o 9 FRES FE.COR. 1 3 E 0 0 o - SN � o In F E. C�. FEN' 0.SS L z - Im O cnQ � z 1 .1 'N S \NAL 1 30' i" 9• BUT SUFFICIENT TO KEEP / L18.0 MAX. C. to C. SEDIMENT ON SITE Z N / AROUND PROPERTY*TO U Q M �, w SILT FENCING CONTINUOUS W 0. G c EITHER slDe of ENTRANCE p m 0.8,E P /0 LOT 4 DoE � �` � Z_ ~nn V W " j � U w _ U- 4 5 � 0 ^ � � °�j °f, o a 00 LnO 0 aaf PERSPECTIVE VIEW 4� 4� - 0 0 3G" MINIMUM 2 x 2 J FENCE P05T �O V V z WOVEN WIRE FENCEPLAN VIEW SZ (G x G - 10/ 10 WWF) j, z m FILTER CLOTH 0 3 501L STOCKPILE DURING SCOPE J EXCAVATION � FOUNDATION O EMBED FILTER CLOTH �AOE EXISTING GRADE O o CONSTRUCTION . TO BE MIN. G" INTO GROUND z ROAD cn CD 0 EL g.8 REDISTRIBUTED ABOUND HOU5E - CONSTRUCTION ENTRANCE -TEMPORARY 51LT FENCING CONSTRUCTION DRIVEWAY TO BE RCA UPON APPROVAL TO BACKFILL NOTE: BLEND G" ABOVE GRADE FE.CO MAXIMUM DRAINAGE AREA w 112 ACRE / 100 LINEAR FEET SECTION DETAIL D Q Oz CON5TRUCTION "5TAG1 NG AREA" SECTION DETAIL W 8 g 5„/ 5 251\6 TEMPORARY C01\15TRUCTION ENTRANCE - NTS z Q I Oix 10x3 TEMPORARY 51LT FENCE DETAIL5 - NTS o Q CONCRETE WASHOUT PIT > 00 oz N s � o 0„ m 5„ 51TE PLAN ROOF GUTTER a Uj Ln SCALE: i I = 1 '-011 � HOUSE 6 - j u- W FF / 5CTM: 1000-34-3-45 N Information taken from survey prepared by 0 z � L Peconic Surveyors, Southold, New York dated July 30, 2019 0^ LEADER — J z 0 RUNOFF NOTE: Gutters continuously around; Leader locations as pe113 r Installer - all leader0s drain to w EXTENSION 4” O PVC Alpe to new drywells• CONSTRUCTION TRUCKS, RUNOFF CALCULATIONS: C) 985 x . I G7 x 7.5 = 1 233 gallons of runoff Q EQUIPMENT, TOOL5, ETC. TO GRADE w @ ( 1 ) 1 '-0" x 8'-0" O capacity = 300 gallons SOIL 1233/ 300 = 4. 1 5,.2i� \o` N 5,,6" o ENTRANCE PROPERTY HERE Runoff Containment Requires: G (2) 3-0 deep x 8-0 0 ring OR equal � \3 0, 0 � D D ® n U=-A F-=1 (provides 1 800 total capacity) STORM WATER � 51TE MANAGEMENT NOTES: w ® a M ® I 0 -0 MIN z • BEFORE BEGINNING ANY CONSTRUCTION OR CLEARING, A CONTINUOUS J P�P E ®PRECAST ONCRETE W m LINE OF SILT SCREEN FENCING IS TO BE STAKED AND INSTALLED TO THE ® LEACI11 RING - - LIMIT OF CLEARING LINE. THE FENCING 15 TO BE MAINTAINED, REPAIRED / or TH �� ® 8'-0"0 x DEPTH CALCULATED TYPICAL LEADER ELEVATION / SECTION REPLACED AS NEEDED TO ENSURE PROFER FUNCTION, UNTIL ALL DISTURBED 5 EH-8. 8 40 . Not to Scale n AREAS ARE PERMANENTLY VEGETATED. D M "Alteration of this Docum:n except w y �� OSO ® ® RUNOFF NOTE: �� ' ROP Gutters continuous) around; by an Architect or Licensed Proie�- � 3 • SILT SCREEN SHALL BE RECESSED BY TRENCHING 6 INTO THE GROUND. G 0 0 P ER y sional Engineer, is z FE.COR. �f�I A� Leader locations as per Section 7209, Subdivision 2, o • ALL GUTTERS $ LEADERS SHALL BE TRENCHED TO DRYWELL5 FOR , ��R � ^ CLEAN SAND t- GRAVEL Installer - all leaders drain to N. Y. State Education Law. U - RUN OFF CONTAINMENT. 0. 8 W FN�- M �\V`�N 4 O PVC pipe to new drywe115. ¢ �; , , • ALL AREAS OF SOIL DISTURBANCE TO BE SEEDED WITH AN APPROPRIATE PSP •3 OF P P� z PERENNIAL GRASS t- MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION n , pl OF THE CONSTRUCTION PROJECT. IF SEEDING IS IMPRACTICAL DUE TO THE TIME OF YEAR, TEM POI�ARY MULCH SHALL BE APPLIED UNTIL SEASON CHANGE. -atur r,!y f•r: Sitnanre an1� ccd ;,�r i;� ;i=1 r�v� or draysing. Changes, a':ttr-,ticrl� e; re- • CONSTRUCTION ACCESS AREAS TO BE RAISED 5UFFICIENTLY AT THEIR 51TE ® EET EL 7.6 S vision s to or re-use of drr,\•ri"n73 ,:i h- ACCESS POINTS OFF THE EXISTING ROADS, TO PREVENT RUN OFF OF WATER, C SSR out Architect or Engineer's Approval DEBRIS AND SEDIMENT FROM BEING DISCHARGED ONTO THE ROAD. ERS �N voids Seal and Signature on same, SG SEw Q� P�BL,iC S OF NE� Q ` R Cv P Y V w ATE S ® �N . UgL�C L 8 1 M PSN M �, P E � P� �9 \� P � nc. O '' �"`,�" , � '�` PAGE: OCP NO 05-70 Q\ P Q AROFcSS10NP�,�• 51te UNAUTIIORIZED ALTERATION OR ADDITION TO TM15 DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 Or TIIE N.Y.S. EDUCATION LAW