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HomeMy WebLinkAbout42034-Z ��p�guFFO(,yCoGy Town of Southold 8/6/2018 P.O.Box 1179 en a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39825 Date: 8/6/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 13305 New Suffolk Ave., Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-2-22.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/20/2017 pursuant to which Building Permit No. 42034 dated 10/10/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED FRONT PORCH, SCREENED PORCH, REAR DECK, SECOND FLOOR BALCONY AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to Celano, Serafino&Annemarie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0028 04-19-2018 ELECTRICAL CERTIFICATE NO. 42034 07-19-2018 PLUMBERS CERTIFICATION DATED 04-17-2018 n B d iecuch o ' d ignature �g�FFnc�-�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY y�pl � gyp!y 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#: 42034 Date: 10/10/2017 Permission is hereby granted to: Celano, Serafino 371 Titus Way East Williston, NY 11596 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 13305 New Suffolk Ave., Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-2-22.2 Pursuant to application dated 9/20/2017 and approved by the Building Inspector. To expire on 4/11/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,196.40 CO -NEW DWELLING $50.00 Total: $2,246.40 spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 56?MI13 g2- New Construction: Old or Pre-existing Building: (check one) Location of Property: PkW SLeru-4 AyWvg- GVG 14x6-WE House No. I Street Hamlet Owner or Owners of Property: rj'o./o C6LAWO Suffolk County Tax Map No 1000, Section Block Z Lot 2Z . Subdivision Filed Map. Lot: Permit No. �L Date of Permit. Applicant: _: !N S CQA�19_Ae-fI QC_-i Health Dept. Approval: Underwriters Approval: Planning Board Approval: V/ Request for: Temporary Certificate Final Certificate: (Check one) Fee Submitted: $ V Applicant Signature pF SO!/��ol Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �o • �o roger.richerti'a)town.southoId.ny.us lyc®UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Celano Address: 13305 New Suffolk Avenue city,Cutchogue st: New York zip: 11935 Building Permit#: 42034 & 42035 Section: 116 Block- 2 Lot: 22.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 59 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 8 Wall Fixtures 16 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 52 CO Detectors Sub Panel 60A A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 130A Emergency Fixture Time Clocks Disconnect 200A Switches 61 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 1- Paddle Fan, 3- Bath Fans, 1- Range Hood, 9- Combination ARC- GFCI Circuit Breakers. Notes Inspector Signature: Date: July 19, 2018 0-Cert Electrical Compliance Form.xls of soar® Town Hall Annex �® - Telephone(631)765-1$02 54375 Main Road _ Fax(63 I)_70-9507 P.0_Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT - TOWN OF SOUMOLD -CERTIFICATION Date: Building Permi€No. y703V Owner.-: e da n o (Please print) Plumber. ,�'rucl P"ccvc h 4N _ (Please print) I certify that the solder used inthewater supply system contains less.than 2/10 b f 1°l0 lead. - Sworn to before ane this day of � 20 l _ TRACEY L. DWYER :- NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,213 Notary Public, cj - )' County lvp SO r AOF �lyo� A** • o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Sf�k-elfil) sitt � ®�✓` n C- 1-i 9AIS e46v* 7,3 D f� DATE INSPECTOR �o� olo so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: #n(Aril/ 6 l uvtT e., `' �OV FAQkQ& - ®. (0 V� >1:2 cs DATE D �' INSPECTOR H 0 �oly0�N� TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 ._ 1 NSPECTION . [ ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND Al-b [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO H) [ ] ELECTRICA (FINAL) r/ REMARKS: r 5% e b� DATE 0 � INSPECTOR a0F SOply olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING Alp [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I VW KA 0 t!�tZ V- (--) DATE L R '�' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ® N [ ] FOUNDATION 1ST [ ROUGH PLRG. [ ] ,FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: [S 00 &A%k i061Z _4Q,Qvv&- IS I �6-t"bv�-J PLA% MO., MAVII DATE INSPECTOR �o� olo y � �o�'YOOUN1V,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ VJINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIDE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: D OICAW 64V K I- GIC p1w, iz� bvk p er/ b 611- 4-p V� DATE Z INSPECTOR lAk SOUT,yo� um, TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION i\ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE - INSPECT 01 OF SO(/lyo6 TOWN OF SOUTHOLD BUILDING DEPT. Co rm�i� 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION a o3J [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ` [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION [ ] CAULKING REMARKS: DATE 2 INS�ECTOR�rC —� 4jeouf FSO ho�a0 UjyO4� * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL 44-6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING I EMARKS: i ,CDV tom/ C&4'-KC4A—�&46,100) 64k I N4 KPTr DATE $ INSPECTOR 7ROBERT 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 52 NOYACK PATH, WATER MILL, NY 11916(63U 154-5555 DANCHOTECT AUG - 3 2018 - " BUELDI1G DEPT. July 31,2018 TQ'V,.r,K r;7, �;��" ' -OLD RE: CELANO RESIDENCE New Suffolk Avenue (NW corner of Meadow Lane)New Suffolk,New York Town of Southold Building Department -In reference to the Energy Code requirements for the Celano Residence: The Contractor will be submitting a Home Energy Rating Certificate as completed by Energy Testing Services,LLC. This document lists the following: A- Mechanical Systems: Efficiencies of all propane fired furnaces & water heater (95%), duct leakage, ERV system=120 cfm & use of programmable thermostat. B- Building Envelope: R-values of insulation, 13-values of windows and results of blower door test results C- Lights&appliances: Efficiencies listed From my observation of the construction,the insulation values and thicknesses of spray foam insulation are as follows: 1St&2nd floor walls-2"closed cell spray foam,R6.5/inch=R13 Gable end walls- 4"closed cell spray foam insulation R6.5/inch=R26 Rafter/ceiling- 9.5"open cell spray foam insulation,R3.8/inch=R36 FREDERICK R. WEBER,R.A. P,' ` P s Home Energy Rating Certificate Property HERS JNS Construction Rating Type: Confirmed Certified Energy Rater: Robert B Delfino JNS Construction Rating Date: 07-20-18 Rating Number: 1979 13305 New Suffolk Rd Registry ID: 915969805 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 56 Efficient Home Comparison: 44% Better Use MMBtu Cost Percent Heating 51.2 $leas 51% General Information Cooling 2.2 $137 4% Conditioned Area 2367 sq. ft. House Type Single-family detached Hot Water 10.0 $364 10% Conditioned Volume 24156 cubic ft. Foundation Unconditioned basement Lights/Appliances 24.5 $1266 34% Bedrooms 3 Photovoltaics -0.0 $-0 _0%_ Service Charges $65 2% Mechanical Systems Features Total 87.9 $3720 100% Heating: Fuel-fired air distribution, Propane, 95.0 AFUE. Heating: Fuel-fired air distribution, Propane, 95.0 AFUE. Criteria Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM25. - 2015 International Energy Conservation Code Ventilation System Balanced: ERV, 120 cfm, 63.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-36.0 Window Type U-Value: 0.320, SHGC: 0.280 Above Grade Walls R-26.0 Infiltration Rate Htg: 1034 Clg: 1034 CFM50 Foundation Walls R-0.0 Method Blower door TITLE Company Lights and Appliance Features Address Percent Interior Lighting 100.00 Range/Oven Fuel Propane City, State, Zip Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane Phone# Refrigerator (kWh/yr) . 745 Clothes Dryer CEF 2.32 Fax# Dishwasher (kWh/yr) 275 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 13305 New Suffolk Road City: Cutchogue Builder Name: JNS Contracting Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms rf more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 7-20-18 Outdoors Temp During Test: 80 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No 10 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: [Iieating System Primary: Yes❑✓ No❑ Tvne: Furnace R../L Boiler II Heat Pump Q Other❑ Efficiency I Fuel Tvpe' Venting Type 3 Draft Sin llaee S iIla a GO CO _ (Circle T e) Pascal (Worst Case) atural) (Worst Case) (Natural), Rating:95 ND P❑✓_OQED NQ,,0M❑S_Z N/A Pa. Pass❑✓ Fail E1 PassZFai10 NSA PPM N/A PPM .Water Heater Primary: Yes 0 Type: Standard TankaIndirect Tankless [ZSize: Style Common Vent❑ No n Instantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone Fel Tvpez Venting Type 3 Draft Sp SpillaEfficiency - e(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) -(Natural)- EF: 95 ND PQ O❑E❑ N❑M❑S Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailF—1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z✓ No❑ Oven CO 0 PPM I Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater St y1e: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Rob elfino2 77 Rater Number: 2652967 Rater Signature: 2 Date: 7—�G Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 13305 New Suffolk Road City: Cutchogue Builder Name: JNS Contracting Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 7-20-18 Outdoors Temp During Test: 80 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No z Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System' Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ i z ,Venting Type 3 Drat so Spillage CO CO. Efficiency Fuel Tvpe (Circle Type) l (Worst Case) atuial ffbiit Case (Natural) Rating:95 No PD OEM] N❑N❑MgS_@ NSA Pa. Pass❑✓ Fail❑ PassOFailEl N/A ppm IVT PPM Yes ❑✓ Type: Standard Tank01ndirect Tankless ❑✓ Size: Style Common Vent❑ Water Heater Primary: No ❑ Instantaneous❑Commercial (SeeNote5below) (Gallons) 4 Stand Alone L=sz- Venting Tvve 3 Drat Spillage Spillage(Natural) CO CO tcien Fuel Tvpe (Circle Type) (Pascal) fforse Case) (Worse Case) (Natural) EF: 95 N❑PQ O❑E❑ N❑M❑S Q✓ N/A Pa. Pass❑✓ Fail[:] Pass❑✓Fail N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes E No❑ Oven CO 0 PPM Ambient CO(During Oven CO Testing) PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Robe4 Delfino Rater Number: 2652967 Rater Signature: 4;;�� Date: 7. 2-o-1 k-` FIELD INSPECTION REPORT_�lCOMMENTS FOUNDATION(1ST) Jif V . .M _ FOUNDATION (2ND) L J� N [am Evil ROUGH FRAMING& PLUMBING INSULATION PER N.Y STATE ENERGY . 1 �,rnt - , % A Ta M— MWCAa =A-AWN loll ADDITIONAL COMMENTS 11-110, • 1. ter'' , I . , MONISM! 1~ WffM A I,WWIi iI NA ,�� r� ` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you ave or need the following,before applying? -- TOWN HALL Board of Health SOUTHOLD,NY 11971 1-44 sets of Building Plans TEL:(631)765-1802 --Rammng Board approval FAX:(631)765-9502 "/Survey Southoldtownny.gov PERMIT NO. ���/// Z--7f?heck Septic Form ----N.Y.S D.E C 'trustees .fi`.O.Application ���O(� n� Flood Permit Examined 20 V DD Flood e Separate VTruss Identification Form 5Atorm-Water Assessment Form SEP 2 0 9n17 Contact: �1,�' Approved 20n Mail t .W -, CAVIAc.l)AA Disapproved a/c FiUIL DING 0EPT� g1. TOIlVNOFSOUTHO Phone 1.7,072-7.5-50-0 ExpirationL-r 20 Nick Li#(4PS) t W1 Building In cto 1 APPLICATION FOR BUILDING PERMIT Date )JJ 1201-4 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 buildingshall 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 a licable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or d olition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing c e,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ZS6 'Rovr�Z��ani,i.� K.tvgKL ,i✓I/ /L�9Z (Milling address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder C96AEfZ.AL C,onF-r2ac->'�2 Name of owner of premises 1�'/A/O Ga—A,i.IO (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. g5'30 I " } Plumbers License No. Electricians License No. 3°113'ME Other Trade's License No. 1. Location of land on yrh�ic�proposed work will be done: LAIC Su(f'oL. 4 AYw)0 LAGFtc�C7c�� House Number Street Hamlet County Tax Map No. 1000 Section ]]Le Block 07- Lot 7— Subdivision Filed Map No. Lot "c s 2. State existing use and occupancy of premises and'intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy dp,VI✓ I'LES I DCdli"rMLL i4Ga l6 3. Nature of work(check which applicable):New BuildingZo� 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 3 Number of dwelling units on each floor I 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 8. Dimensions of entire new construction:Front H8 Rear Depth 2L11 8 Height 351 Number of Stories Z ii 9. Size of lot:Front 12 Rear I I Z•t!�' Depth 10.Date of Purchase Name of Former�pOrwner 11 Zone or use district in which premises are situated I'-+�51 OEC�L 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES // NO Will excess fill be removed from premises?YES_NO / 14.Names of Owner of emises(I M6 c&Aijo Address Lyrc.NvL-)ug,L2/ Phone No. Name of Architect W G Address gav Phone No CAI-Wc/.SSSS' Name of Contracto qc` iJ Address Phone No. 1031.92'J.SSoa 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_,/-_NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMIT&MAY BE REQUIRED. b.Is this property within 300'feet of a tidal wetland?*YES V NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF being d sworn,deposes and says that(s)he is the applicant (Name of individual signi6g contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. IRACEY L. DR Sworn to before me tl (J®fp,AY PUBLIC,STATE OF NEWYORK f2_0 day of 201 NO,01DW63069M it a lPRsqCOUNTY2 eu , Notp.-bYic Signature of Applicant Scott A. Russell ��asul � ST(Q>)fZMWATIE]k SUPERVIS®P, AM[ANAcG 1EAW1ENT SOUTHOLD TOWN HALL-P.O.Box 11779 33095 Main Road-SOUTHOLD, V�NYORK 77977 TER 236 STORMWATER MANAGEMENT WORK SHEET DOES THIS PROJECT Iii ti OL-V t; N'!i' OF T:FIE F'OLLOWENG: i C Yep I N*C� HECK \LL 7H\T \PPLY, 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. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Ef. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal t. t' . erosion hazard area. wuWsqr& ` E. Site preparation within the one-hundred-year floodplain as depicted ?j I on FIRM Map of any watercourse.( CoR Aws) ' 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 `t E 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�Bate tr; Coves,TaxMag Number!_Chtapter nfi daes_uot_applyAoyouu�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. .C.T.11. ''. 1000 Date APPLIC•\XT ;Properm Oxmr.Dr_ten Piofesstonal.Agent.Contractor.otivo ` M tract j Section Binet. Lot � , \,,t:t ;.t infru:naaan. r,a3�,W� -i i, �,; �FOR BUILDING DEPARTMENT USE ONLY 1A A ij - - - - - - - - - - - - - - - - -f: Date: " - 1 Proherh \ddres/ Location of*Construction I-York: — — — — — — — — — -- -- - — — — — — N® �F :\ppro\ed fur proce,ang Building Pernid. VL/'� ?, turrimater Nianagenient Control Plan Not Required. i kD mom t. TC.f t4"L U7, Storm\\ater Management Control Plan I.Required (F WF to Engineering Department for Re\te\\ FOR-M SN ICP-TOS NIAY 201 - - I ! f M, I APPLICANT. :,I l $1 s.C.:r.(�I. .; 1C�oo CHAPTER 2�6 i (Property Owner,Design Protesaaonal,Agent,Contractor,Other) 05u <Y Storrnwater Management Contrgl Plan CHECK LIST I.. Aci:�, Section Hindi. Lot � � S M C P -Plan Requirement": Pro\ide ONE copy ot'lthe Building PernutlApplinition. ixtk"" Date: i o � � ;lc The applicant nnist provide a Complete G\planaugn and/or Rca�'on Innot 1)1 o\using all Inl'ormation that has liven Required by the 1'ollowt�ig C•heckli,tt �,n,,,,i� IdrrAx.s,.•Nuu: � .i I. A Site Plan drawn to scale Not Less that GO'tet 04 inch MUST YES NO NA if You answered No or NA to any Item, Please Provide Just IfiCation Here! ,ho1� all or the following Rents: a If you need additional loons for e\planations,;Please Piovidle 411ditional Paper. a. Location & Description of Property Boundaries DRAINAGE INSPECTIONSI _ h. 'i'olal Site Acreage. Contact TOS Engineering neering at 765-1560 before c Existing - Natural & Man Jvlade Features with)1500 L.F, BacProvide Engineer's Certification of the Site Boundary as rCCILdred by§2,; that the drainage ha,, bppn installed to Code. d. 'fest Hole Data Indicating Soil Characteristics&Depth to .;round Watet. j e. Limits of Clearing & Area of Proposed Land Disturbance. ] i 1. ENI.St Illg& Proposed C.oillours of the Site (Nimin um r Inlenab) g. Location of all existing & proposed structures, roads, f 1 driveways,sidewalks, drainage improvements,& utilities. ! h. Spot Grade,,& Fini.sh Floor Elevations for all D�xisting& _ proposed structures. i !— 1. Location of proposed Swimming Pool and disc targe ring. 1. Location of proposed Soil Stockpile Area(s). k. Location of proposed C0I15tRICU)n Durance/Staging Ale (s). j :l I. Location of proposed concrete washout area(s). Ill. Location orall proposed eroslnn&sediment control mean ttxs. EROSION &SEDIMENT CONTROLS Iit V 2. Stoimwater iman,igemew Conitol plan nnitit Include C Dlcula�lons showing Shall include but not be limited to: f I V that the stormNkatei nmrovcmcnts ate sued to capture,slctre and infiltrate f - A vuPlf rrtaint6ioed ('nnstruction Entrance, C�❑ 7 � ill �' un-,,itc the i un-ol'f i t om all nnper�lour sw laces generated b�a two(2")inch tauti'all/storm event. Seeding of exposed an /er inactive sails. 3. Details Sectional Di-mkings lot-7lormRalei practices are rcqulred lot-appimal. j D s Items requiring details shall include but not be Jim, ited to: IT EM IOLD a. Erosion &Sediment Controls. 0 b. Construction Entrance& Site Access. c. Inlet Drainage StruCureS (e.g.catch basin.,wenchh aur,etc) (� ! d. Leachin _ Structures te. .infiltration ha,ur.swale,, �td ! j '� l"Ofd CNGINEER(___. DL-"PAE�"I' NT USE NLY* ** +; Additional Information is l�equ,ired. I ;' Reviewed & Storrn at.er Management Conti-ol Plan is Not Complete. .ii Approved By: — — — — — — — — — — — — — — — — — — — -- - — — — -- 1 Stornwater Management Control Plan is Complete. Date qtZ� t � SMCP has Keen approved by th;e Engineering'Dcparinlenl., }"ORM " 511 'p heck List -TOS MAY 2014 t t i ;t - o�osuf FDL,�caG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O- Box 1179 � --Z= ' Southold, NY 11971-0959 d rr, ^ BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: a (0,16 Locatiod.of Property: Please.tatce tice that the{ghedk applicable Che): New commerciahcir residentiat:structure ,., Addition to exi4ft commercia residential str ��. ut .h k'Qructrar:d y`.,- RehabilitatiQii? ti:. o existirag`ctimtriercia! or residentiahstructure to be consttU4te�`tir-perforrri "'+£� �y��'?�2' ��:�T�'�t�c•-{�,p���'�"M1 oto r''�ti. �-:L' t i. ��,T,''{'.�Tv'• .alp , f�'�����,t ttsi*S�',�•''i it 13�* .w�S ..r.�.i' •y r 1.3t l.� t"+L�w't '� , t�� yam. t'#ct..� i+i+• .,�.a�'v a � • } ���ry.#;. �'��`,�?' . +aa���Vis': 'r`'r7��y,rr�� V ♦ i�s'+v � .r va,...y1+-ay tt+l.�{.��..ts� a r},.rc. {2. ,v a{.�!t' •+!t. `+i"'4+,t� �'���a'�L�•'Tr' ' y al �^" »h♦wry .'+ k. a,r y: �y it1 !!t f q„sr'� 7+i{�'*y °f� 1 6,•"`';J: f"aG ,• i � r J sir Y -a o}.,•. 1 p• Jn L..S.. ; t. v 1�5 o�gllfFl►l�coBUILDING DEPARTMENT- Electrical Inspector G TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 33 e�7 roper.richertna.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: y� <<� fie�Tr�C4 S-aril_ Date: j � Company Name: c-C` Name: V.n r\ License No.: c70 5-"q Y7217 email: U ),i e -e Cil,.;C� _vnC` Address CJ ,,K (P3 g ho�Z�l awe 178 Phone No.: 62 JOB SITE INFORMATION: (All Information Required) Name: Address: t33Dse-w S'J�-r'ol AVe, Cross Street: Phone No.: (- g_ Bldg.Permit#: 426 22 !J ' email: Tax Map District: 1000 Section: J Block: a Lot: aa. BRIEF DESCRIPTION OF WORK (Please Print Clearly) rvirg-o Circle All That Apply: Is job ready for inspection?: (YESAO Rough In Final Do you need a Temp Certificate?: (29 > O Issued On Temp Information: (All information required) Sgrvice ,sSize 1 P 3 Ph Size: ""�o A # Meters l Old Meter# �— NewServi Ire Reconnect - Flood Reconnect- Service Reconnected - Underground Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs ��� rWc } aM, Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F17-7404-105682-SUFF District: 1000 Section: 116.00 Block:02.00 Lot: 022.002 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Cleric and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Serafino M.Celano and Annemarie Celano, his wife and his/her predecessors in title since prior to 07/01/1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 6,2017 FIDELITY NATIONtL'TITLE INSURANCE SERVICES, LLC 1 � JEAN DUV, Sworn to before me this %J 6th da of October, 2017 9-At&�- Notary Public SANDRAJ,OL Kr NoWry Public,6tf?tf ss: tl:�'�fi1 Suffolk County,tt: tc,•,; Commission Fxwrw: 24 Commerce Drive • Riverhead,New Yi0i 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F17-7404-105682-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-116.00-02.00-022.002 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/1983. SUBJECT PREMISES: 1000-116.00-02.00-022.002 Clifford T. Case Sr. as Executor of the Liber 7692 cp 384 Last Will &Testament of Ruth B. Case, Dated: 07/13/1974 deceased 08/09/71 #1134 P 71 Rec'd: 08/12/1974 To Clifford T. Case, Jr. Clifford T. Case a/k/a Liber: 12603 cp 287 M or� Sr. a/k/a Dated: 10/13/2009 Clifford T. Case, Jr. Rec'd: 10/16/2009 To Clifford T. Case, Trustee of the Clifford T. Case Tiust dated 10/13/09 Clifford T. Case died 12/20/2010. FIDELITY NATION T LE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 6th day of October,2017 '4e;'wQ.'aaa�-- Notary Public SANDRA.f,GOLESKI Notary Public,W 01 rG60:12467 SuMAk County,Platy Yo9tt Commission lvxplrww Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Clifford T. Case Jr., successor Trustee of Liber 12671 ep 556 The Clifford T. Case Trust dated 10/13/09 Dated: 09/09/2011 To Rec'd: 09/16/2011 Clifford T. Case,Jr. Clifford T. Case, Jr. Liber 12692 cp 894 TO Dated: 04/10/2012 Serafino M. Celano and Annemarie Celano,his wife Rec'd: 05/09/2012 LAST DEED OF RECORD PREMISES NORTH: 1000-116.00-02.00-022.003 Alice Weber Groome and Elaine Weber Whitted Liber 8579 cp 96 TO Dated: 01/06/1979 Richard W. Block and Jean C.Block, Rec'd: 02/09/1979 his wife tenants by entirety Jean C. Block, sole surviving tenant by entirety Liber 12643 cp 544 TO Dated: 11/11/2010 Timothy Block,Patrick Block and Jean C.Block Rec'd: 11/18/2010 LAST DEED OF RECORD PREMISES EAST: MEADOW LANE PREMISES SOUTH: NEW SUFFOLK AVENUE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC � 1 Sworn to before me this JEAN DUV� 6th day of October, 2017 otary Public SANDRA J.Gof.MaKa Notary Public,00iGrj50,'7,24G7 Suffolk Caunty.New Yoak 24 Commerce Drive offirver eac'Vei�yoA il/ 1•• (631)727-0600 • Fax: (631)727-0606 ►v, Fidelity National Title INSURANCE SERVICES,LLC PREMISES WEST: 1000-116.00-02.00-022.001 Clifford T. Case, Sr., as Executor of the Liber 7543 cp 163 Last Will and Testament of Ruth B. Case,deceased Dated: 11/30/1972 TO Rec'd: 12/03/1973 David T. Case and Marlene B. Case, his wife David T. Case a/k/a David Terry Case and Liber 11672 cp 856 Marlene B. Case a/k/a Marlene Brien Case Dated: 03/11/1994 TO Rec'd: 04/15/1994 David Terry Case Trustee of the David Terry Case evoca le Trust dated 05/04/1987 L—XT DEED OF RECORD FIDELITY NATIONAL ITLE INSURANCE SERVICES, LLC E Sworn to before me this JEAN DUVA t 6th day of October,2017 otary Public SiMPAJ. ot4ry F`ubtto,#OiG?5092467 ,Uff0tk County,Baur YoA Commission F-xplros:Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • tax: (631)727-0606 t, Fidelity National Title Insurance Sem lees, LLC 4.1 ESTIMATED A plication Date: October 3,2017 Report Date: October I0,2017 Title No.F17-7404-105682-SUFF APPLICANT: AMOUNT OF INSURANCE: Nick Zoumas Phone: (631)929-5500 INSURED MORTGAGE: Email:Nick@JNSContracting,com i Sales Re LENDER ATTORNEY: PURCHASER; OWNER:. Serafino M.Celan and Annemarie Cellano OWNER ATTORNEY: SURVEY!NSTRUCTIONS: - -. COMPANY.CI3ARGESc = Single/Separate Update of 85172 $ 400.00 Sales Tax(Estimated)8.625% $ 34.50 - PREMISES: 13305 New Suffolk Avenue Sub-Total $ 434.50 Cutchogue,NY County of Suffolk DEPOSIT $ -434,50 Municipality of Cutchogue Town of Southold Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect: 116.00 Block: 02.00 Lot:022.002 SPECIAL INSTRUCTIONS: - - -RECORDING CHARGES:% - Sub Total: $ 0.00 *Each document to be recorded subject to a$50 service fee. TOTAL CHARGES: $434.50 - -BALANCE DUE: $0.00 = 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 Date: October 3,2017 Report Date: October 10,2017 Title No: F17-7404-105682-SUFF Closer: Applicant: Nick Zoumas Bank: Purchaser: Bank Attorney: Owner: Serafino M.Celano and Annemarie Cellano Seller Attorney: Premises: 13305 New Suffolk Avenue Cutchogue,NY Salesperson: County of Suffolk Municipality of Cutchogue County: Suffolk Town of Southold Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect: 116.00 Block:02.00 Lot:022.002 ype of Insurance: EXAM/SEARCH DETAIL: Single/Separate Update of 85172(Tax) $ 400.00 Total Exam/Search $ 400.00 i 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 TOWN OF SOUTHOLD, NEW YORK DATE,1-'a.r-f:..2d, 1i172 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 1661 Dated 28, 1972 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Clifford T. Case, Executor - Estate of Ruth Case Appellant Yardley, Pa. at a meeting of the Zoning Board of Appeals on September 206, 1972 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection paragraph ...............1.... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 9;50 F.M. (E.S.T. ) , upon application of Estate of Ruth Case , Yardley, Pa. , for a variance in accordance with Article 111 Section 301 of the Zoning; Ordinance to set off lot with less than required frontage and area. Location of property; north side of New Suffolk Avenue, Cutchogue, New York, bounded north, by Case Road; east by Meadow Lane; south by r;ew Suffolk Avenue; west by T. Shalvey and others. Fee paid y"15.00. 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE.,.. J r. ONI G BOARD OF AP ALS FORM ZB4 1. Cha. yard" a lar jor e IylcDermott, Secretary Southold Town Board of appeals After investigation and ibspection the Board finds that applicant requests permission to set off lot with less than required frontage and area on premises located on the north side of New Suffolk Avenue, Cutchogue, New York. The findings of the Board are that applicant owns a piece of property which is unusual and which is larger in size than any of the lots in the surround- ing area. The Board agrees with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit. of the Ordinance. THEREFORE IT WAS RESOLVED Estate of Ruth Case, Yardley, Pa. , Clifford T. Case, Sr., Executor, be GRANTED permission to set off lot with less than required frontage and area on premises located on the north side of New Suffolk Avenue, Cutchogue, New York, ab applied for. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Doyen. SANITARY SYSTEM N/O/F PATRICKPROVIDE & �! OR A MAXIMUMAOF (9 BEDROOMS wELClNG i�I0THY BLOCK 1200 GAL. SEPTIC TANK (TRAFFIC BEARING) W/ G.I. COVER TO GRADE (PUBLIC WA7-CR)(G) 81(p x 2' DEEP LEACHING POOLS W/ TRAFFIC BEARING COVERS EI +13.5' EL 10.7S76 20 0c C.I. COVER El +10.5' EI +9.5 O GRADE I' MIN. 17217—Fer - El +8.5' 2' MAX. El +8.0' Pitch) I/8" Per Ft o f (Mm. Pitch> N to fiu OR fL. EL5• CRAWL INVERT ro sr O m SPACE EL +8.5' INVERT DISTRIBUTION LEACHING 19 U1Q� n 2 65�y� 76, , 6 EL +TV 1200 GAL. INVERT INVERT POOL (8'0x2') POOL (8' x2') cv N � /'Opp!�G Ful '�AC-Ap ry a SEPTIC TANK EL +1.0'EL 40 QTY. (2) QTY. (4) N PA r�E r p MINIMUM DISTANCE40 TO GROUND WATER m ^ _ r7 EI +0.8' C� " r o PROPERTY OWNER: C� "j `" SERAFINO & ANNEMARIE CELANO TEST HOLE DATA cq � � c3��_\, y '- j c McDonald Geoscrence U �' r February 20, 2012 -�� ; ` r rIV 13305 NEW SUFFOLK AVENUE EL +1.5' CUTCHOGUE U 1' DARK BROWN LOAM IOO ` CIi O�C�� �l rr �r TOWN OK COUNTY.UNDSUFFOYORK BROWN SILTY SAND (SM) Q _ r r I r r SURVEY INFORMATION: r ko s PECONIC SURVEYORS �• o ' p�F >z"`3 SOUTHOLD, NY GREY CLAY (CL) s� �'SD o+� �o• — l SURVEYED: MARCH 21. 2012 G F ( P) r 7' EL +0.8' 6.1' \ ; ELEVATIONS REFERENCED TO NAVD 1988 PALE BROWNINE SANDS 15 WATERIN PALE BROWN FINE SAND (SP) 2 O P r T{p}t3 ,�s SCTM# 1000-116-02-22.2 X00 Sqq_NIlta* n i LOT AREA: I6.815 S.F. YrSI v PO 13' , (1,P9\)r `�L RC}f r r I ELEVATIONS ARE REFERENCED NAVD 1988 �g �L'p6i LFfjy. E-V ! I 1 ®TES 7•rip r 1 ® v 3 0 EL9. Ror'osUA sER�o . N]6 , (PUBLIC WATER !N0 Ix 20'y�y i SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES EgOE OF- NORTH&� SITE �Le"`i� NORTH PERmit FOR APPROVAL ®F CONSTRUCTION FOR A 1',�a eJ SSiNGLE F"�MILY RESIDENCE ONLY- : JUN 1 FREDERICK WEBER, ARCHITECT 5 2016 �e� xcav 1 41 EAST MAPLE ROAD DATE - H. REir. a�©• �1' ®� ation l�� CL GREENLAWN, NY 11140 \O �� ����� U EL4, 631 154-5555 ®�' ®� �L WELLING MARCH 11, 2016 APPROVED � � Y Health ���� quire L & SePnc � FOR i;IAXICe 7i O 13�� �/�h �p� ! sof �� r, EXPIRES :, r, rthhent _ �iF�F�' "E�`RS Fi'aOM DATE CSC°APPROVAL--------------- , sr~' �� � C'� .: . . .. . .. .. . ... . . . . . . . . . . . . .. . . . ... .. . . . . . . . . .. . . .. . . . . . . . .. . . . . . . . . .. . .. . . . . WETLANDS ,y� S2 STRUCTURE: 2ND o EI ELECTRICAL: 15T- E2 ELECTRICAL: 2ND IE on O z ~ -j g 6. co Q IM14TAIN - Po U*Teli. DRAWING TITLE: PROPERTY OWNER: SITE PLAN SERAFINO t ANNEMARIE CELANO TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK SURVEY INFORMATION: PECONIC SURVEYORS SOUTHOLD. NY SURVEYED: MARCH 21, 2012 ELEVATIONS REFERENCED TO N.A.V.D. JOB: SCTM# 1000-116-02-22.2 NEW RE51DEI LOT AREA: 16,8-15 S.F. CELANO NEW SUFFOLK A� ZONING: R-40 (Non—Conforming Lot—Less than 20,000 sf) CUTCHOGUE. NY YARDS: (PRINCIPAL) TOWN OF SOUTI- Z FRONT 35' 5CT11# 1000-114-0 SIDE (ONE): 10' J 3 SIDE (BOTH): 25' ji REAR: 35' � U ARCHITECT: HEIGHT (MAX.): 35' J LOT COVERAGE (MAX): 20% FREDERICK R. W Q LOT COVERAGE (PROPOSED): 2829 SF (16.1%) 41EAST E�T MAPLE NY ACCESSORY STRUCTURE (LOT SIZE: 10,000— 19,999.,5F): LOCATE IN REAR YARD OR BEHIND PRINCIPAL FRONT-YARD SETBACK F 52 NOYAC PATE A. MAXIMUM HEIGHT: 18', GIDE t REAR SETBACK = 5' WATER MILL. NY SIZE (MAX.): 660 SF TEL 1.31 154-5 -SIZE (PROPOSED): 552 SF fneberarchitectsgah SEAL: 1 FLOOD PLAIN: X NO (CORNER FLOOD PLAIN AE, 6 ) ,� t FLOOD ZONE FROM FIRM RATE MAP NO. B41OBCOBOIH SEPTEMBER 25, 2009 EROSION &SEDIMENT CONTROLS Shall include but not be limited to: y ? t A well maintained Construction Entrance, VKA Wire Backed Silt Fencing, stabilization& SEPT 18, 7 Seeding of exposed and/or inactive soils. JUNE 21. 21 JAN 5. 20 REV.: AUG I. 201 DRAINAGE INSPECTIONS ARE REQUIRED �WC-TLANDSJUNE Contact TOS Engineering at 765-1560 before DATE: 28. Backfill, OR Provide Engineer's Certification SCALE : I" - 21 that the drainage has been installed to Code. JOB NO: iu2018 wj�FS T APPROVAL OFSTOR WATER MANAGEMENT DRAWING NO. B YE 111JCC 8E�/ COIfrROL lA ow Cod h er 36 Date: Zl 1 - Approv d by: Q OF ,� STRUCTURES " I"".UME (Provided) Dia. x 5' High E380 cf _ Dia. x 4' H;gh u/ Did xHigh t High w/ 338 cf mrina Slab k Co NT FORK BFr�NOY CLUB N/O/F PA TR1 cK & TIMOrHr SWELLING BLOCK (PUBLIC W4.r 1 R) 10 I E,i Lr•—, S76 Fe ZON X/ 'IZONE A' E58 20"jE Futur (EL. 6 )1p encPool E ulp. 9 112.50• r _ I r , . y2_3 rIC�P roFb Future ain h ECL. IURe utdoor 5 23 _ o S 6. SUINM2RAR er $e1If: POOLf ❑ a Glen gurb,n9 Ultna C)RI gTenchTC WY W r Gar. S1ab2O pOs° pW m to ftwrp 4- `ia RDA) �(�(f11 � I° r ,' '. `r- Genera ,� i I . Pr ► W �j�Otdp (� r - rr 8Ul CESSOR f' ! ; I.. �-,, ) r,C�) 1 I . Arca vft o SETBp K Y o i i_�\`\ SCR ``_-cl_� 10.. �`-�� II Ent a ce Sion ; I 00 to P C ' P EN i I tr nce St�n / O• 13 U/ 10 0 I �,q��' H �h C 1 I ge/gian I W) �l C� SET IN `� e nate), SEC �a�cre e•J c I I I Block C •` �1 Cly �tl��cp-tee ' qj1PR f'OS QAC its l,: 1/ 135, i• 01-oJ W11*4 - ltJ �! G/ t '� . �'a�' FF E f13.5' i ' � 1 cel i oa� o ��! • „� I � :111 �� - l ,o O SI�i�N1TPl0� D'� ' CRCh� SoYUc1 a"1 v M � iIps p • '1©••.. (� J. �la, .•ioo ' - �� �� -r.-WCC 7-.,..�.�... �'' �� 40 01 go o ............ C^ LW xp tp 1.' h o :► Q f Exp. 8''� i ®ELSj50LE ►„� o W V ter°acoed Srlt... it 1 1''k PROP °� �j•j p m L`a, a- o�c 1Typ� 1" (U,q7-�SEO Cantra�t«o o °=VICE Ga�Lc a N '20"W �� 76 '20 1 r 1 1 r CL. EL-8.3p A EDGE OF PA CEMENT �S N VAN �. , ,-,�P 'EFJ�F r T ZONE X I ZONE AE (EL. 6) �• CL. I EL-4.7p _ WELL DWELLING & SEP TjC NORTH SITE PLAN— lotzWETLANDS AREA = 16.675 SCJ FT SURVEY OF PROPERTY A T CUTCHOG UE PATOWN OF SO UTHOLD '�'� �,Mo,�Y e SUFFOLK COUNTY, N. Y. (PUQ�Lcltac COCK 1000-116-02-22.2 SCALE. V=30 I MARCH 21, 2012 OCTOBER 10, 2017 (PROP. HOUSE) fC. 1O 3, $768,20 t I ZONE AE OCTOBER 12, 2017 (FOUNDA 77ONS STAKED) I (EL. s) NOVEMBER 07, 2017 (FOUNDATIONS L OCA TED) 23 0 PIPE FNO CL. TEST HOLE DATA Co"C fc. ,s• / fL 5.6' 2 McDONALD GEOSCIENCE C w Tjp/FNt. ON 02/20/2012 fL.i0,17, EL 7.5' 11 DARK BROWN LOAM OL ca BROWN SILTY SAND SM j 23.0 4' GREY CLAY CL 36,p• / 6 PALE BROWN FINE SAND SP lu ZONE X EL 0.8' 6.7' WATER Q 2 O WATER IN PALE BROWN FINE SAND SP ' ^ /��3 r� 1 35.0• I � l C o N CERTIFIED TO: 5 CONCRETE 200• I2 SERAFINO M. CELANO 13• 21.1 p T CDq 2 2J b 3s.s IIN F DEL TANNEMY NATIONAL TITLE INSURANCE SERVICES LLC. h •t 480, 0 N � ? TEST HOLE U �J :'1,r�;r� (PUBUC WA N>FR 20 W `� i NOV — 9 2017 S �0 Cl- EL-5-7- I BEET) �� 1 ELEVA TIONS ARE REFERENCED TO N.A.V.D. ec.a.3. A V4 EDGE P 0, T T 1'ti1NT" 7.ig.s NIl� TO WX OF SO fUTHO ,D I am familiar with the STANDARDS FOR APPROVAL ' AND CONSTRUCTION OF SUBSURFACE SEWAGE ZONE ZONE AE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES (EL. 6) CL. and will abide by the conditions set forth therein and on the DAN i f�4., OIF NE permit to construct. C & SEP G .A`� AC ISO �t E T '•r L.�u The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. " ANY ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLATIONI ry Vel. Y.S LIC. NO. 49618 OF SECRON 7209 OF THE NEW YORK STATE EDUCATION LAW. E v s X RS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIWSION 2. ALL CER77FICA77ONS I 1 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR FLOOD ZONE FROM FIRM DATE MAP NO. 36103CO501H WHOSE SIGNATURE APPEARS HEREON. WETLANDS 1 .G- R STREET 12-12�I SEPTEMBER 25, 2009 SOUTHOLD, N. Y. 11971 AREA = 16,875 SQ.FT. SCDHS REF# R10 16-0028 J�( SURVEY OF PROPERTY A T CUTCHOG UE N/per TOWN OF SO UTHOLD DPA�I de 1jM0�Y B SUFFOLK COUNTY, X Y. Nc LpCK 1000116-02 22.2 (Ptlevc WI 7EGO) SCALE: 1'-30' MARCH 21, 2012 5768, + OCTOBER 10, 2017 (PROP. HOUSE) 20 E ZONE AE OCTOBER 12, 2017 (FOUNDATIONS STAKED) 10.3• / (EL. s) NOVEMBER 07, 2017 (FOUNDATIONS LOCATED) 17-2.50- MARCH 9, 2018 (FINAL) PIPE 23.4• 8110 / C(, TEST HOLE DATA , STY E� Vis• X56' 2 Q McDO02/ /2012GEOSCIENCE o O `" GARAGE ;� 3 02/20/2012 4.I h 9s' N DIRT EL 7.5' 1• DARK BROWN LOAM OL COY ' 23.4• OR�VEwAY / 2 C ` 4• BROWN SILTY SAND SM Dw a AUG - 3 2018 GREY CLAY CL DK / EL. 0.8' 6.7' PALE BROWN FINE SAND SP y h- 443, T� WATER Q Z / C BgJMDINGDE WATER IN PALE BROWN FINE SAND SP ). v ZONE X h c'1 T017 � � E pEa� ., "y 35 3' I S N CERTIFIED TO. Q2 STY SERAFINO M. CELANO 13' '�•9' 'A�7.0' F F•E�R Ho 5 C sc 36.3' I2 ANNEMARIE CELANO 5' ; H FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC. SEF1 LOCATION Z ff ST W ^Co 483. N Dw. o '� W VR41 B ED ! COIVC I�' O ST 18' 14' 14' S on,E 89 Pof'ai pow SUFFOLK Co LiN T Y OEPAR�'MENT OF HEALTV,S�RVIC�� LPI •4' -- 65' ANPRCVAL OF CONSTRUCTED LP2 34• -- 59.6' Z WORKS FOR TEST Ho�E /,.g ®eIe �� i 9 SINGLE FA6�98�Y RESIDENCE U``^ ID rdf'.....` ID Theo ventsge 12P®sa8�n>�w�( a scspa3Y faeavgas Be t�;s Boc�:in>?e,�b�z J BrssR� � + X181 a A � 3 �8�,s OeAartrTies�t®P®th�r�;�en;�::�a ® ot�i V?!� / .� � "'•a tjr , 1181 N7 aRr FOR p ( Ug S s' 20 �fdUM (SgDR®"J��iS. a . �' (lC N (J �jO� EDGE P w I / �� �� /1�► n {;ii°a! , WA�R / 57R jam' Cl- �'n+NT. wATER ELS 7. C f�i 2 ,f ELEVATIONS ARE REFERENCED TO N.A.V.D. EES a Ess 3' MEQ �'2 Soy r - ® Of�°�$Gg ,[�aneg6ment I am familiar with the STANDARDS FOR APPROVAL ' AND CONS7RUC770N OF SUBSURFACE SEWAGE ZONE X ZONE AE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the D�NG i (EL. s) EI-4.' O� �� ME20 permit to construct. C & SCEP71C, The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL7FRA770N OR ADDI 710N TO THIS SURVEY IS A VlOLA770N � d . LIC. NO. 49618 OF SEC710N 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. IRVF P.C. EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CER71RCA77ONS –5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES 7HEREOF ONLY IF . SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF TETE SURVEYOR FLOOD ZONE FROM FIRM [ATF MAP NO. 36103CO501H PBOX 909 SEP7FMBER 25, 2009 q —122 WHOSE SIGNATURE APPEARS HEREON. I WETLANDSSOU7hlOLD, N. Y. 11971 1230 7RA VELER STREET -L2 I va�era ar a a..n w I - 8d W edge/12"field 10d W edge 18°field JOB: 2-8d per support NEW RESIDENCE 3-8d per support CE L AN O it the panel edge.If wall sheathUQ Is nalled NEW SUFFOLK' AVENUE I requirements for structures members shall CUTCHOGUE. NY ed to maintain the load path. elated number of nails shall be permitted to TOWN OF SOUTHOLD SCTM# 1000-116-02-22.2 ARCHITECT: 9 FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 TH DESIGN CRITERIA: WATER MILL,NY 11911, GROUND SNOW LOAD - 46 PSF. WEATHERING - SEVERE TEL 631 154=5555 FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" Prteberarcidecteyahoo com LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: WIND SPEED c,cvgED1A,�4; ?' kCK �. ICE SHIELD UNDERLAYMENT REQUIRED - YES SEISMIC DESIGN CATEGORY - B ' '<<, '�•,' ; X t DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. ' SEPT 29. 201'1 SEPT 18. 2011 JUNE 21. 2011 WINDOWS - GLAZED OPENING REV.: JAN 5. 2011 DATE: AUG I. 2016 EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE : 1/4" a I'-0° DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: a0013O1 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. Q O OF A9 FREDERUCK ROBERT VEBER ARCHO'0'ECT DRAWING SCHEDULE STORM WATER POLLUTION PREVENTION SITE DRAINAGE: DESCRIPTION CONSTRUCTION PHASING: I- CLEAR PROPERTY AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) Al SITE PLAN 2- INSTALL WIRE BACKED SILT FENCE. A- (1) 8' Dia. x 5' High t A2 FOUNDATION PLAN 3- CONSTRUCT NEW FOUNDATION. I House/Porches 2044 sf x .166' Rain = 339.3 cf B- (1) 8' Dia. x 4' High u/ 380 cf 4- INSTALL DRAINAGE STRUCTURES Garage (552 sf) Tr f i 8' Dia. x Bearind la Hight A3 IST FLOOR PLAN 5- CONSTRUCT NEW RESIDENCE. 2 Driveway (1280 sf) 1832 sf x .ILL' Rain = 304 cf D- (1) 8' Dia. x 4' High w/ 338 cf AL 2ND FLOOR PLAN 4- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. Traffic Bearin Slab INSPECT SILT FENCE WEEKLY AS ELEVATIONS House and Porch Roofs to have Gutters t Leaders A4 SECTIONS SITE AREA: 16,815 SF, LAND DISTURBANCE: 14,000 SF Connected to Underground Drainage Structures (Typ.) U. Al FINISH SCHEDULE/DETAILS FILL EXCAVATED FOR FOUNDATION, SANITARY t DRAINAGE = 300 CY (f) 8'4 Ring: 42.25 cf/Ft of Height rNpRTM�O A8 CODE DETAILS USE ACCEPTABLE FILL AROUND HOUSE TO RAISE GRADE = 200 YD lf> ] UN7-P)_ RK REMOVE TOPSOIL AT PROPOSED HOUSE, GARAGE, SANITARY SYSTEM BFYONO Y CEuB A9 GARAGE AND DRAINAGE STRUCTURES, STOCKPILE DURING CONSTRUCTION IN N/O�F p Sl STRUCTURE: IST U LOCATION INDICATED, RE-SPREAD ON SITE UPON COMPLETION. CONCRETE R I C K & T/tij S2 STRUCTURE: 1 ND COVER OR DW OTHY noBEAR GC.I. GRATE (PIJ&L/FEEING BOCK EI ELECTRICAL: IST ELECTRICAL FILTER CLOTH AGAINST :D WOVEN WIRE FENCE W/ SLAB PRECAST C WA TER E2 ELECTRICAL: 2ND INSPECTION REQUIR 2"x2"x36" STAKES, 12' OC CONCRETE 1 DRIVEN IL" MIN. INTO CHIMNEY GRADE, EMBED FILTER CLOTH 4" INTO GROUND DRAINAGE 10 � lug . PIPE � S75 58 20" ZON X / ZONE AE COMPLY GRATE i TYPIC L w� / EL,% 16 3, fieri F >'uLure WITH ALL COD 3 OF DRAI AGE it p - ce el l (EL. 6') AF RO ED AS NOTED NEW YORK STATE & TOWN ODES _ S i RI I r r' : Equip. 9 r, b Z-AS REQUIRED AND C O ' .. NG / _ DATE: B.P.# ONDITI )NS OF FLOW Z ASPHALT .�,� i 8,_O„ �- 4i , , r _ 112.50, / Z (,� f� SLOPE :o ,. RCA i i r , , - -� oma. h� rO FEE:�QL �. + z GRAVEL 8" I , .'r� r Future ���° IPE F- W U NOTIFY BUi;_: ,ciC UEPr`.1%HENT AT _ i I l r r : TV Out ?3 �o l CL. .► 765-1802 8 AM TO 4 PM FOR THE 1 RD i 2 CLEAN SAND t �3' i r r : , swll`/M(F i ��``�- �- door Shaver �° EC. m �,r i GRAVEL FILL J / r . Pp NG C,q , oZ�� S.g a FOLLOW IrdG INSPECTIONS: EES CROSS SECTION CROSS SECTION L J ~ O �r il: r18�DO �r UR 0 AhRnR ,l Belgan $I k• Curb,n T' +. F-A�nATION - TWO REQUIRED � fi O f GE r oc ' N�,�-tom--1 • r r : x•3 !i PAT/ ate) , DRIVE 9 Trenc 2 , �r'OURED ^�dC9ETE U SILT FENCE DETAILS TRENCH DRAIN TYPICAL SECTION DRAINAGE RING v / p :r,r roso►(, 1 O Q Gar. Siad 2g IgsphOl): �- 9' b 3. INSU A F" x PLUMBING m • r, , /'.`�-StO�kpde -� / EI f95' i _ .' rain �u 3. 1N;llLAT 1)'1AINAGE INI APr • ?MM ARE RE 'JiRED Q ,' '� / Q 4. FINAL - ( MUST Contact TOS Engineering at 765.15( )before V / F--\� , •1 i „+DI a- BE COP.' , C 13ackfIII,OR provide E!tgin 'g CCr tt;nt the drainage kation I o , .-.\ utur� � „� r ��* ' g;l,; �;,„ SHALL MEET THE 9-has beer'installed TEST HOLE DATA w UILO 3 RY l , ,ter ,. �- r , Ge _C I 1 • �4re d©nv c� ,:,,.: (cl A CCE ' , i /-'� _ , 7- ,/ Hera ,� /.' Fr , O r is Oosic. tr $ I SO r � )••.. i �-�� opo3e , �, R. Eh . : G•-THE CODES OF NEW OOD SETg G o , , , , i r; I . : r a to eaa� p STATE. N(` 'ESPCNSIBLE FOR McDonald Geoscience '41t'�,cl F� 0 !- P '4 CK / �\ SCR _ ��L-�__ 10 ... ��_�i I / fin ra onstriut��d r p 1u DESIGN OR ^C'�.T iCTICN ERRORS. February 20, 2012 V Q Bu/ // !° Of / `� POR H�h i I l rice l Stan DRAWING TITLE: U SET DING (Alto ria , C �' OCCUPANCY 0 EL +1.5 >Q $ACK I nate) DFC wa ere /v• n EIOc'k C r- PROPERTY OWNER: USE IS UNLAWFUL DARK BROWN LOAM (OL) ¢r 'r� I I / SERAFINO t 6.:``-NEMARIE CELANO�r'�� •, ® ITE PLAN Q 1 IF'!o BROWN SILTY SAND l5M> 0 1, �-� -�I•s.�.c���l�-�IWEQJI�r• WITHOUT CERTIFIC� T ti �' / I' - ��: • I I:ran Ane �• P r-,, I I � `- --; I TOWN OF SOUTHOLD Y �l OF OCCUPANCY •{' I' :,'. I Z R �Og -�'aC /t? I': a 135,�''`°moo_/ SUFFOLK COUNTY, NEW YORK GREY CLAY (CL) Q ' Pel�� SlN T�0 / I 8�S z `! `- a v ' p •-� :I I .,� SURVEY INFORMATION: PLUMBER CERTIFICATION EL +0.8' 4.1' PALE BROWN FINE SAND (5P) Git', '; ul '4hllL / / t I c,, PEcoNIC SURVEYORS ON LEAD GONTEN BEFORE PI•-Pt , . pfi : I ti. 2 SOUTHOLD NY W -•;�1. E f/3.�. I0 :IIU&I � �►)S SURVEYED: MARCH 21, 2012 ;�LWATUMER BINEW E , p / ` WATER IN 0 ��Sedt,r ��r__ CERTIFICATE d, /i 1 ! coo / p ELEVATIONS REFERENCED TO N.A.V.D. i,. PALE BROWN FINE SAND (5P) , Ta p ; i Cf a1 �q o SOLDER USED IN !NATER 'Tt-ST1R a BEFORE CQ\ :RIN 7� o o 110%: I ' ,, SUPPLY SYSTEM CANNOT Z �NIP/0� p; ORC IO I �` EXCEED 2/10 OF %LEAD,. � �Y�TIrAR � hf I: /3s'.1 0 5CTMU 1000-u4-02-22.2 NEW RESIDENCE 13 O '" i' :l �l ° LOT AREA: 14,815 S.F. 00 N�JT PROCEED(NIT{ CELANO 2 r i1 p . r��_ ro, p 14 `` ' .�I I :� I FRA' UNTIL SURVE ,,�,,, _ EW SUFFOLK AVENUE -�` 1 '�'1 �l\� i�� / o/ ZONING:. R-40 (Non-Conforming Lot-Less than 20,000 sf) OF IFOUN�ATION LOCATI )�CUTCHOGUE, NY ELEVATIONS ARE REFERENCE1a NAVD 1988 ;-r T " HAS BEEN APPROVED. rte_ i � � ,L; gli�r _ �`l r �. �o / 3 �l AR Ex I I J....�'�6;) Y DS: (PRINCIPAL) X :•_ p: o ! I••, h l FRONT 35' TOWN OF SOUTHOLD a o , p ^ Z Q SIDE (ONE): 10 Must provide MantialS AlightingSCTM� 1000-IiL-02-22.2 .. 11 exterior ® TEST H J l p J SIDE (BOTH): 25' p Ore ` 8J li EL. 7 ��E o J REAR: 35' D,J and S as per installed,re laced or C c - _o...ficnc ! R�Po °` —� HE IaTYYS Energy Code p a ter 172 s ARCHITECT: °`coed s,lt l I , P 5 0/ IV) o W V repaired shall Confo j' ad,�a �fl (Tgp �I 1" w SEO p HEIGHT (MAX.): 35 to Chapter -c V�TAr h �ont�ac-t� moo ! SERVTFR j LOT COVERAGE (MAX): 20% of the Town Code ESER N76 I !! o/ �e����� / Q LOT COVERAGE (PROPOSED): 2829 SF (14.1%) 411 EAST MAPLE ROAD CPV eE/C W U-Ppo 520"w11 , aby � ACCESSORY STRUCTURE (LOT SIZE: 10,000- 19,999 SF): GREENLAWN, NY 11140 A TER !N j I 1 1 LOCATE IN REAR YARD OR BEHIND PRINCIPAL FRONT YARD SETBACK Blame 4001` 52 NOYAC PATH $TRE L.K CL. j �r Ec h' A. MAXIMUM HEIGHT: 18'. SIDE t REAR SETBACK - 5 u do r� WATER MILL. NY 11916 ET) EC.g 3' Eos 112.50#j r 5.Z SIZE (MAX.): 460 SF and .4r C OF PALM h SIZE (PROPOSED): 552 SF testing;required. TEL 131 154-5555 ,N� ENT ,4SAN foeberarchtect yahoo coni SANITARY SYSTEM STS '4�T � F'�4 SEAL:PRO ,,.>.>:._... VIDE NEW SANITARY SYSTEM V NG ZONE AE FOR A MAXIMUM OF (4) BEDROOMS ZONE XI (EL. 6) 1 FLOOD PLAIN: X 1200 GAL. SEPTIC TANK (TRAFFIC BEARING) . D (CORNER FLOOD PLAIN AE, 4') TM� <� ,t Cf; W/ C.I. COVER TO GRADE WE 4 / FLOOD ZONE FROM FIRM RATE MAP NO. 341O3CO5OIH (4) 8'O x 2' DEEP LEACHING POOLS WEE EEING , EL. SEPTEMBER 25, 2009 W/ TRAFFIC BEARING COVERS SEpT/ & C -�. E 1 +13.5' C.I. COVER SEPT 18, 201'1 TO GRADE SITE 2011 EI +10.5 I MIN. NORTH JUNE 21. Per t EI +8.5' 2' MAX. EI +8.0' FLAN �y`•L JAN 52011 REV.: AUG . 2011 Pitch) 1/8" Per Ft in CRAWL INVERT (Mtn. Pitch) I" = 20'-O" SPACE EL +8.5' INVERT EL +e.0' 1200 GAL. INVERT INVERT DISTRIBUTION LEACHING DATE: JUNE 28, 2016 SEPTIC TANK EL +�.5' EL +4.5' POOL (8'0x2') POOL (8' x2') N N 1 WETLANDS QTY. (2) QTY. (4) r� SCALE : 1` 20' JOB NO: w201301 MINIMUM DISTANCE TO GROUND WATER EI +0,8' Co C�EE DRAWING NO. 8' 8' 8' 8' --- BEYOND 13A r ------------------^------------------------------------------------------------------------ OF A9 FREDEROCK ROBERT WEBER IT_8" IT_4N 20'-0" 4'-10" 1'-4" 5'-0« 1RCH11TECT -------F >Q4 Post st on BI. Ft 16"xl6" P. Cone. Pier, Conc9' 3'-0" Below Grade (Min.), Face Above ——=g='—— - T-��--mo=t— Grade w/Veneer ' 1 (3) 2x8 Girder (Flush) 1 t I Stone --------- �I (3) 2x8 Girder (FI sh) l3) 2x Gird r i1 luI h> = I c0 All Framing Members in 00 I�I -r'_ Deck Structure to be in Pressure Treated p 35'-O" I� 20'-O" 11 N �7 I � (3) 2x8 Girder (Flush) II 07 U '..' —'— I -� oo All Framing Members in -; r o0 °xo ' u o t I °x° �j ! Deck Structure to be 0 (U) �'I I = H `r Pressure Treated x x = � I I « 00 1�1 81-0" 2'-8" a0 I�I 2'-8` 4'-P* 1.1 3'-6" 4" 2' O" 4 11. L" I " « » x 2x8 Nailer IE, Thru- " 32"xl4" I •1 1 1/2 32 x16 I I/2 n � I I/2 Bsmt. /'Bolt o Reinf. Box Bsmt. 1I1 ---------- ---- Window ---------_____I 1- ,/ -Beam -----_ ` ------- Window --------1• ,(3) 2x8 Girded Flush) 1 - - � — ` ---------------------ill - - - - « 'It'C�r�_n �Il O r4 —== —_____----- —_____-- =� —___=ir =__='—= GFI =1f�-----,r--___,, 8 I\ � I;r I « 1 r 2s IF T/8 LVL L�—- P. Conc. I I In (2S IT T�$ LVL lu I 1 I_I I B ll w/ 2)P. C#5 Cone. Found. (To a( I I I III I x8 J. I I P 1�_4» Pier 16'-2" III » »I I 1 Al Bottom) 1 44 Bars 48"oc O I 8 111'Ili h Ef item 1 I I 16 pc - I I Vert. on 20"x10" Cont. �I I I P ane Fire Furnace 1 I nl Bsmt. I I 1. ao t7 1;a 1 r 1 I II F mace (Dir t • on 24" High I I nl Window 11�I 1\ iv � � P. Cont. Ftg w/ l3) >x5 I 14 g u I I -�nl 1u I I_ x Bars (Tgp.) t I q V o Cone. Block o I I LL-n1 ° IU 1-�= `�' 11 Platform - III I ^ I Iii O 1 111 Orotad --- I I III � (III L -1 --------------ropr- -� >III I I Wate1 1 I I III III 1 „(Wall IO • _ IIIS` -_-_-- - -- ------ ---_- -_-- --- - -1 I WIII Cil LL1---==_-,-__— �_= GfI ==_=��____P » I � FI F 1 1 � 3 1/2 O.D. Steel �►Pe �'' III I I I `_ J I t -- I 1 1 0 i�i I ' ~ Col. on 30"x30"xlSr I =III F- -a I I �ro id Un ersl \Piping I I I I .oI� rP. Conc. Ft . w/ (3) -�n1 } I1-___iol`fut re ath iIi A�o II e LYL o0 #5 Bars Both Wayb (Tgp.) ul II III I I ewage I I i III 1 11j � A ongside TJI Fj J. � I I y ul r- 1I III � � I I Jector I I Umder Island Above r I I 111 II ` I Mao 1 8" III 10'-3" 1 = IO cd" n- I 8'- "\\ 1 1 I I I _ 8'-I" III 8 1 I u u \�\ r III -, / \�\ M SII �i' r ---, \\ I I �� \\ I I r 1i I(3) I `�/4" x H\7 " LVL ird 1 1 ul I \\ I ,� ` I I/ I " !1G=._ -.—.--H--- r� . I — —.—. __ - _!__-J L=.——---I- ---I--_� — —�-1i+`r✓ — I �- -+- J,�(3)JI:3/4�' FII 'tom L — der_ _ —• .— —. .— .— . L. - -- .— •— — _ I IF ----- - ------- N. + r I I 111 V L J L____J L III —J I L__li j`J L___ J I 1 11 0 I III I II \\ III ( P. Cone. I III = III 0 II \\ 1 I ` -1 3 1/2" O.D. Steel Pipe nl n n ` I' I I Window Well I q :P- i « « « nl u n I I i w/ Gravel Ist Cd. on . Fx. wxl r , P. Conc. Ftg. w/ ( ) BASEMENT III ___ i 1 Base DRAWING TITLE: I III I I g5 Bars Both Wigs ( yp.) III II - II 11 I li ,y � Bluestone «I III M f �, I III CO II --- I I 1 „ • to 3: x16 4" P. Conc. Slab nl n - - u � Wall Ca FOUNDATION 11j I H 1 r is I o w/ 0XV 10/10 III u O 11 ----- 11 I L— - ---, N - "� p x = WWF Reif. nl d -? II n P NEgress 11 I 00 1 ZA 1 iv Window 1 III O = L_=• _J ? I L� 0p Grade A r- I III « ' I « III w- I I -- I I " - indou 11 1 $" " " III l O r' in rr 26 8 11 � II _ - 11 15 10 I ��-# 8 Al Egress °O `T -' - > 1 `T o0 `�' III (Areaway 1 I :' I Window "' :. ; P. Conc. I II _ �. Is M I III I. ,... I I Ln I Areaway to I - III II ___TdIstII , I N w 11 O0I I 1 c: 1 = en ih I III III orJ II Fl�or II '� I ° 00 1 J _ 11 t I *- , IF , Gravel 1n L___ J I ILS=== _ -_-_�, _ =III X I I v i N � i Bottom of I `--- ----- -- l 1I 00 III = II II _ 00 Pressure II 1 00 I r 1 _ 1 ,� Areaway a0 - Treated I 1 r II II ^ r L- -;T- -- I I III II II N Ub-Framejll --- --- i ; ' i 24"x 28. 5° Plastic Orywell JOB: 8" P. Conc. Found. Wall 1 111 Irta; = II II III _ L----- 1. (NDS FWAS24) w/ (2) 45 Bars (Top Ex16" 1 1 • I1 II °D I IBottom) t tt4 Bars 48«aI I11 q-2" 1'-4" Ill Up , 14'-10" �, " NEW RESIDENCE u, Vert. on 20"x10" Cont. t. 1 I III I-4 18 1 ' CELANO ow 1 111 P. Conc. nl " u I Conc. 1P. Conc. Ftg w/ (3) u51 111 ___ Pier ul 11 F _ ierBars (Tgp.) II � - _z= ,�h �� - _—_-_ _____= JNEW SUFFOLK AVENUE `" -- - CUTCHOGUE. NY 60 - EGRESS WINDOW DETAILTOWN OF SOUTHOLD SCTM* 1000-114-02-22.2 Dowel HIaunched I � Slab into Found. Wall UNEXCAVATED 481_0« I 4" P. Conc. Slab 1 1 t I w/ 6"x6" 10/10 ARCHITECT: t� 1 cel 1 I WWF Reinf. `�• 1 I ' 1 Porch Columns I I r 1 1 Above Compacted Fill t I FREDERICK R. WEBER 1 8 4l'-2" 41 EAST MAPLE ROAD 1 L_ -J I GREENLAWN. NY 11140 ---------------- --------------� -----_. --------------------_. ---------------,-_------------- i 52NOYAC PATH L------------------------------------- ---, ----� -, ---------------------------------------� WATER MILL. NY 11914 Q- 1 r- ' 1 r- 1 r I 1 TEL 431 '154-5555 fweberarchitect"yahoo.com p 20'-9" 8" 51-8" 8 201-9* Y i'-o" SEAL: ._. NOTES: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER FOUNDATION F PARALLEL PARTITIONS AND AROUND ALL OPENINGS. .. o�ll!' 2- CONCRETE TO BE 3000 P51 AFTER 28 DAYS. I - I -011 I V `• Y 3- ALL STEEL GIRDERS BEARING ON P.CONC. FOUNDATION WALL TO HAVE 4"x4"xl/2" B.PL. SEPT 18. 2011 011 (UNLESS OTHERWISE NOTED) JUNE . 11 JAN 5. 2011 4- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. REV.: AUG 24. 2014 (UNLESS OTHERWISE NOTED) DATE: AUG I. 2014 5- BASEMENT SLAB TO HAVE Vx6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. SCALE : 1/4" - I'-O" 6- STEEL SHALL BE ASTM - 6 JOB NO: 0201301 PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. DRAWING NO. OF A9 WINDOW SCHEDULE FREDERICK Unit Model 4 R.O. Area r g Egres ROBERT WEBER ® TW30410 3'-2 1/8'x 5'-0 1/8' Yes © TW2032 T-2 1/8"x T-4 1/8' No QRCNffECT 8" Y-8 1/2" 4" 3'-8 1/2" 6" 3'-8 1/2" 6" 3'-8 1/2' 8" 5'-0" '(" II'-8" '4" © TW2846 2'-10 I/8'x 4'-8 1/8" No OD TW24310 T-8 1/8'x 4'-0 1/8' No co ncase os s in O A21 2'-0 5/8'x 2'-0 5/8' No iv rim a an • Screen Panels (Alternate- FO OVL2030 2'-0 1/2'x 3'-0 1/2' No 0Storm Panels) G Specialty 1'-4" Radius No x8 Tic _ -- ------ -- - --- --------- ----- Round --- - --- ----------- - -- ----- ------ HO NOT IN USE _ rex ec in Oi T ' ' 1'-0" 20'-0" O CWI35 1 T-4 1/8"x T-5 3/8' 4.4 Yes n v chzi Pitcimum =� aoIcalund W/ Ties u� DECK =- Model Numbers Refer to "Andersen" 400 Series, Clad. - ----------- --- --- -- ------------ High Performanceass w/ Argon, ("Trex" Decking) Double H Double-Hung Units- PG-50Upgrade, �J n Simulated Divided Lite - - - - L" 6'-0" 1'-II" 2'-2" I'-2 3'-6" 4" I'-0" o o no _ i C= 1 x 4 _ L' Sliding Door 4' Sliding Door Mudroom B E;jGetl ar Built-in 2" - AlHooks 3 O encUn n n 0 i 10" 2'-2" II' 0" 2'-2' 3'-0" v Drop L. I I Beam OB r ACI AC 42 O " " v DOOR SCHEDULE C4 I I ; Front L ading I I i W/D. C ntertop i M M 14,x8, t Cabin t AboveK:D YDbl Han 12 xl2Islandi DINING :ROOM28 --- g--- s oil I I ; lOak) w/Shelves Above Benc OB Unit Model Width t Height G O in � Sq reo. r Q ve I i Ll 2$'' I WIC ain "Simpson", 31640 `t 4" 0 3,_1 " �n OM i : 11'-2" 4" 3't0" 4"' _ 8 L» I 5,_4» 4« 3' L I ,_ . SOL. Water Barrier 3-0 x 6 8 (Door) e Technology --I T-; ; Ha�iging w/ Hea "Simpson". = KITC EN 379'44 UB D�1J1 i i CO 2 Shglves icin 20 '- ' '- r (Oa ) 1 , , Clothes Pole t 1 ab net Technology. Barrier 2 8 x L 8 (Door) �- �'' I I r (2) Shelles Above i i I 28" Shelve helves 28" r gy " - --�7 i L"x60 „- ____ �° "Andersen" Frenchwood M , I I Post 24;r Medicine 'v- 0 Gliding Patio Door, L-0 x I I O Pilaster I Trimmed 11 Cabinet FWG40411L Opening I "Andersen" Frenchwood 60x6" 1 1 n I I :r I I 30" 4 Gliding Patio Door, L'-0"x L'-IP Ref Post I Propane Fireplace. 1 1 in I I 30' O FWGLOLIIR Shelve 1 Direct Vent 1 1 " " I t____---_--_— A Andersen Frenchwood DRAWING TITLE: "� Wood Mantle. O I I Line of 2nd Floor i Stone Veneer i I I M � Q Gliding Patio Door, II'-9 3/4" x L'-II" FWG120411-4 r P NTRY Beam I " ,q 4 "Andersen" Frenchwood 15T FLOOR '8` O Inswing Patio Door, V-4" x L'-II" Al `�' r MA5TER BEDROOM AZ FWH54LIlAPRL 5'-4" %' 4" 1'-10" ' I'-8" I I (Oak) ' _ "Andersen" Frenchwood LIVING :ROOM FOYER (L) Shelve t42- ••,••Ston 'r'. .••••• 1 1 00 - "" - O Inswing Patio Sidelight, 2'-9' x L'-II' rebox, Hear h e) (Oak) I I ' (Oak) "' 29:::E� — FWH29611S �20' 0" or JOB: = Pilaster I =° 60x4" `;` * Verify Operation PostNEVI RESIDENCE (2) 2x4 studsCELANO Between Multipl"' N Window Units = NEW SUFFOLK AVENUE "x40 L"xL" s $1.L' °DPost 12' Br-Parting Sliding Door Post "a r CUTCHOGUE" NY n TOWN OF SOUTHOLD I I O IR O O i 1 v O i i i i SCTM�t 1000-II6-02-22.2 I I I I I I 4'-1" 11'-I0" 4'-II" 3'-0" V-10" 2'-0" L'-0 ,I/2" V-2" V-2- V-2 11/12' 1 I 1 ` ARCHITECT: Oi I I 6x4 Post. Strap PORCH 2"x12" Bluestonei oping w/ i i I I Top t Bottom to I Thick Random i ectan�ggular Profile of Deck I I Header t D.J., (Bluestone) Bluestone Field 5 t in 1lortar Above I I Over 4" P. Conc Reinf. Slab i I I I FREDERICK'R. WEBER Encase in Tapered SQUARE FOOTAGE: 41 EAST MAPLE ROAD I I PVC Trim (T ) (Pitch to Exteriar�__ __ ______ ___ _________� I I I I yp• On L-- -- -- -- ------ ---- -- ---- I I GREENLAWN. NY 11140 Line of Framing ------------------ ------------------ -- ---------------- -------------- -------------- IST: 52 NOYAC PATH 1492 SF 2ND: 919 SF Line of Masonry 20'-4" 1t-0" TOTAL: 2411 SF WATER MILL. NY 11914 TEL 1.31154-5555 (T ) fweberarchitectsyahoo.com 3j,[3` 10'-3' yp 10'-3" 10'-L' 8'-3' 8'-3" 3" 3" FRONT PORCH: 334 SF SCREEN PORCH: 241 SF REAR DECK: 202 SF _ SEAL: ,•. : - ; . 41 )] 1'-0" 48'-0" 10 SF rf ` Jr.� 2ND DECK: c � FRAMING NOTES: IST FLOOR PLAN I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER =" 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 1/411 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS V-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. SEPT 18, 201-1 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4' WALL t 3-2x8 IN 4" WALL OR A5 SHOWN ON DRAWINGS. JUNE 21. 2011 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 T-0" O.C. JAN S. 2011 PROVIDE 2` SPACE FOR AIR CIRCULATION IN ROOFS. REV.: AUG 24. 2016 6. DOUBLE FRAMING AROUND OPENINGS (Skylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: AUG I. 201E 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY *SIMPSON* OR APPROVED EQUAL. SCALE : 1/4" - 1'-0" 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-I00 NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. JOB NO: w201301 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES AND LD a 12" O.C. INTERMEDIATE. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DRAWING NO. OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 13/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Q 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A9 . WINDOW SCHEDULE FREDEROCK Unit Model R.O. Area Egress ROBERT WEBER ® TW30410 3'-2 I/8"x 5'-0 1/8' Yes © TW2032 2'-2 I/8'x V-4 1/8' No ARCKSTEC►g © TW284L T-10 1/8"x 4'-8 1/8' No TW24310 T-8 1/8'x 4'-0 1/8" No ----------------- ----------------- I I EO A21 2'-0 5/8'x T-0 5/8" No I I O OVL2030 2'-0 I/2"x 3'-0 I/2' No I I G Specialty I'-4' Radius No I Roof I � Round Screen Porch Roof to j 0 NOT IN USE I be *Alternate' I I I 1'-O" 21'-b" 1'-O" 20'-0" O CWI35 2'-4 1/8"x T-5 3/8" 4.4 Yes IV Model Numbers Refer to "Andersen" 400 Series, Clad, I High Performance Low-E4 Glass w/ Argon, I Double-Hung Units- PG-50 Upgrade, I I �n n Simulated Divided Lite 1 31-V 3'-8 1/2" 3'-2" 3"I '-2" 3'-8 1/2" (U I1. OA Ino ----- --I— — ------ I•----- --- ------ -------- ---- ------T------------ V i r':a;0D (2) 2X4 Studs I t I 1 1 I Al B-� Between M�Itipple I I I j �M Window Unitf (Typ.� Roof i FBR 1;0L------ -------------------------------, DOOR SCHEDULE O ' I II I — 1 4'- j High Effr brit I I I 1 1 Propane- rdd a Unit Model 3i Width E Height I 't" Furnace ( t -, I Ductwork m ��+ Roof I d 4" I Vent to ) i Lower Roof ,° Il'-0" O Simpson I 1 Space = 31660 I I Ln 44" I " 6" '- ' " i '-8" " 2'-c1" T-2 1/2" 4'-O" T-10" " 2'-10" 3" T-10" 4'-0" r O Technology Water Barrier 3'-0'x L'-8' (Door) �'-O" L" 14'-2" 2-10 5 8 III 2 "Simpson", 31°144 I Access � i� �- --- -- --- --- ---- ---------------- ------ ------ 2 e_ . SOL j Roof 'r I 30 I Panel HVAC I`L---- --: - - -----------@----- ---- -� O ater Barrier 2 8 x L-8 (Door) Technology I i "xl2 M dreine o "Andersen" Frenchwood " I n Recess C ine O Q Gliding Patio Door, L-0 x L II -�-'-' UPPER:HALL \ / FWG60611L = i 2r , i in /I 36» I I O I O O P-16 . . . ................. .. ». ... p r O I I •I `'' ,y r 36'� , ' r / r "Andersen" Frenchwood L'-0'x L'-II" OL 4 A tic II -2 Trimmed L 10 0 L I6=0 6 0 ' I `r ® Gliding Patio Door, M Oen Rail Cr Door \ / FWG4041IR 1 r 2 p Dow \ _ "Andersen" Frenchwood II'-9 3/4" x L'-II' DRAWING TITLE: n — — — — Gliding Patio Door, O Ridged ' X301I , /' \A - ���/- O � FWG12o6uM 4 2ND FLOOR A I = O I CI . e to Below / \ / i Be x4 Studs cv O Inswing ng*Ander Patio Door. 1 `~ B ii Pitched Flat . Betu en Mdtipple A 6 5'-4` x L'-II" C14 ao Z4" LINEN p / Ceding I Clg. \ / I Win Units (Typ.) q-1 FWH54611APRL A'I I I Yn \ I I BR 2 I L ne f 8'-O" CI I SIT'f1�VG..............I.. 0 0 "Andersen" Frenchwood 4-_ r g. - - �.. .................... C i 2'-9' x L'-II" _._._. T V i i O iv r- O Inswing Patio Sidelight, FWH296115 I ;r °D L" 14'_2" I V�"IL.1.2'-�" 6" 3'-0" I L LM N '''•' " IO .0 O t----- -- ---- O . 1 �4DJOB:� _ 001 * Verify Operation L L" 3'-L" o ' " `* ° 3'- " NEW RSIDENCE a�_ =,o L Lr �I A /. J°/• �i \ � .\ b CELANO min _I co /' / \S. \ i Wall a 9'-1" ' `'- NEW SUFFOLK AVENUE _ \ CUTCHOGUE, NY `4 I -J F TOWN OF SOUTHOLD ------1-- ------- ------- O SCTMS 1000-114-02-22.2 I 3'-8 I/2" 3'-2" 3'-2" 3'-8 I/2" Roof 2'-l" - - ,- 2'-l" I I I I o ARCHITECT: Ln 14'-O" 3'-4" 10'-0' 2'-O" - 2'-Ot r I FREDERICK R. WEBER � D3�Height �- V:1 i i SQUARE FOOTAGE: GREENLAWNPNY 111,40RROAD I 2ND. ------------------------------------------------------------------------------------- � ------�' I: SF :: :: :L_------------------------------------=.-------------------------------------.----------- _ ------. WATER MIL NY 1191E �� _ ���,: 52 NOYAC PATH ...... ...... .. ... 2ND DECK: l0 SF TEL 01154-5555 fweberarchitectsyahoo.com 48'-0" SEAL: Al J, Jr 2ND FLOOR PLAN FRAMING NOTES: d _I�4" I�-0n � i I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER �, _ 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. J TO SEPT 18, ZOI'T 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL E 3-2x8 IN IN WALL OR AS SHOWN ON DRAWINGS. JUNE 1" O S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. JAN S. 2011REV.: PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DATE: AUG I. 2014 1. DOUBLE UP FRAMING UNDER ALIL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. SCALE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL JOB NO: w201301AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD 9 12" O.C. INTERMEDIATE. DRAWING NO. II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE:, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. d 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF A9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 12 �10 10 FREDERICK 12 ROBERT Q 4 !"WEBER ot -- --------------------=- ARCHOTECT a ---- -------------- ,-- ------- ----- ---------- -- - -- - --- ------- • . ..........1........................ ........ ...`... ........ \ .... ............. . ...... .. ................ ... 1 \ CIn orner Boards ws— (TgP.) ► � D D , , �,' 1 1 _ I I � � 12 B 8 O O 17�t A t t o I , I I• • I Ix8 PVC -' I I I I , I I Fascia Bd. ------------------------- ----------------------- ----- -i '�'.- 1 1 1-------------�`�----j Aluminum Gutter, 1 -------------------------------------- - - - - ' ___________= _� -----------------------•--- 1 I rT I 1 White, (T ) I I •-- --- --------------------------i i---------- Treated � 9P• 1 I I .... I. ' . ..................I. I.................... ...... .. 1 . .. . ......... . :. . . .1..1.. ... .. .. . ... .. i Mahogany . . .... � .� ; LxL Pressure M h any Screen ,n a Treated Post Sren i Panels in ows I I Enclose in ' PpnFls ; Tapered PV B , ; B B I I g g , Column, Strap 1 u u I B o o I �1_O1/ , o assn o , , Top t Botto 1 O i To Framing Q I I I I 3 11 ; o ii - -------------I i----- ---------i i'------ --- - --- ------- ' ---------------------------- ----- - -------- ----------- ------ - ----------------------------------------- ' -------- ------------- ' -------------------------------------------- -- --------- Stucco I Stucco Foundation 1 I Foundation = 1 0 I I I I I I I I I I 1 I I Raise Grade I I I I in I I I I I I I I 1 I I I I I :El 8.5' °D 1 1 I�'-O" 101-0" I I I 1 I I I EI +4,5' I I I I I I I I I I IJ LJ I 1 L--------------------------------------- ---- ----- ---------------------------- ---------1 -1------------J I 1 L-----------------------------------------------L----- -� L_J •48'-0" -11_ON NORTH ELEVATION. WEST ELEVATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRAWING TITLE: ELEVATIONS 12 12 10 10 Asphalt Roof Shingles 12 04 4 V ----- --- „ . -' . C --- -------- -------------- -- -- - --- - /► -i-- -,, •� 1 1 1 Q I I I U CEL,4N0 17-1------------------------------------- NEW SUFFOLK AVENUE �..... — .... .. ..... .. ...... .. ............................. I I CUTCHOGUE. NY I 2x6 Mah an 1 ' ' ' i� ♦♦ Top Rail yVinal i i TOWN OF SOUTHOLD ,'1 1 in a I`� I 1 ?/Pall' SCTM# 1000-114-02-22.2 PVC Balusters, 11_ Windows _ i ♦ I 4 1/2" oc, 12 1 12 12 in _ i ♦ 2x4 Mahogany 4 O `J o - 11 Bottom Rad ; ARCHITECT; r I '1•. t l , I I I 11 11 1 lilt 1111 Membrane Roof w/ FREDERICK R. WEBER Synthetic Decking , , OAD o n Pressure Treated VC ' ' GREE-41 NLAWNPNY ILE RI O ----- - -- ----------- ----- -------- --- - -- __ Sleepers (2) Roof I I - -------------- I- -- - -- -------- -- -- Drains w% Scupper - ---- ------- -' _ --- -- _tea -- --- - - - - ----------- Overflow ' 52 NOYAC PATH ' - ----:-"------- --------------=------------------------------rT---------------- ------T 1------------------- 11------------------ rte------------------T 1---------____--_--- ---- -------------___----_- �_----------------- 7­419-----______-rJ , WATER MILL, NY 11914 I II II II , 1 Aluminum Gutter, 1 1 :I Aluminum Gutter, 1 x rieze I , ITEL White, (T ) 1 1 I 1 1 I tWhit . ' 431 154-5555 1 :.1. .. .. I.. ( yP 1 9P ...... 1. e T Corner ; tlrebarorehltect� ahoo.ean 2"x3" Alum. I 1 ; ' 1:; 1':'1 1 6x6 Pressure , ; Boards ' 1 , y 1: 1 1 I:I I I I (T ) Mahogany i Leader , , _ , ,:, 11:11 rn a Treated Post, , , yp ® ♦ , Screen I �, 1; 1 1 — 1 I I ;11; windows I Enclose in 1 I , , SEAL.- ,, - 1 1 I I I 1 1 Panels 1 I I O" I I I '1 ,1 Tapered PVC I I ♦ Corner I : I; 1 1 I Column, Strap O Boards asing I To t Bottom 2 ♦ I ' '' �' To Framing P o o I g 1; I I ♦ I I I I ,1 I, 1 1 I I I ♦ I I 1 I ♦ I I 1 1 m I In 1 I --- - I I I I ------y i - -- \ .. /. ___ 1 ------------ -------- ------------Stucco-------------- ---------------------------------------�� ------------------------------- ' ------------ --- I I I Foundation A Stucco Foundation I I I » I U 1 20 _6 II _O 1 I Raise Grade SEPT 18. 2011 1 I I I 10'-3" 10'-3" 3 10'=6" 8'-3" 81_3" 1 3" ��� 1 ' 1 1 I I I III�ON JUNE 21. 2011 I I I I I I I I l i i~-�-„„� i 1 1 I I I 1 I I I 1 I I I I EI 8.S1 I I I l i i'i k�: iii i l l I I I (-' I I 1 I JAN 5, 2011 O I I I I I I 11`w ,1 I I I I I I L- JJ I 1 I I I REV.: AUG 24, 2014 I I I I I l t I J I'{'-O” I 1 I I I 3N 'Qip I I �'-3" I I I L_JZ=Q''__J I I �1'-0" 6'-0" 1 1 I p 1 1 DATE: AUG I. 2014 I I I I I I I I I I I I 1 I I I I 1 1 E I +4.51 I I I I I I I I I I I 1 SCALE I/4" I'-O" IL-------------1-1--_------- ------------------------------------------ -----------------------------------------� I II II II II I I JOB NO: r-u- ---------r-1t� ---- ----------------------- ---------------------------------------,-�� r� 1 ri 1 1 �� 1 �� �� �� Iu2O1301 T T L_--J L--- --- ---� ---J ---J ---J '11_0" � 481_011 oe DRAWING NO. ir MM SOUTH ELEVATION- EAST ELEVATION o 1/4" = 1'-0" 1/4" = ll_0„ OF Al FREDEROCK ROBERT WEBER ARCHOTECT no 0 ro 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Asphalt Roof Shingles (High Wind) 10 30# Felt Ice E Water Shield Asphalt Roof Shingles 2x10 RR, IG"oc (High Wind) 2x10 RR, IG oc Building Perimeter 9 304 Felt 12 5/8" Roof Sheathing Ice t Water Shield (2) 2x12 :. . : a Building Perimeter 10 HDR. .:::::: 2x10 .J.. IG" ::.:.::: 12 5/8" Roof Sheathing f: :::::: 2xIO C.J., 1G"o '':...::.. ,W. J:.. 4 pray oam 2xIO R.R., 10oc :;.. Insulation in "Hurricane" Strapps Spray Foam �� "Hurricane" Straps 2x10 C.J., IG"oc / : Rafter:Space on All Rafters (Typ.) Insulation ►n �i / on All Rafters Straps :. „ Rafter: a Spray Foam / ":`::: 2x10 RR. IG oc Roof ::; ::: (R34) Plywood to Lap , , SP cG / i ,' (R3G) Plywood to Lap Insulation in ... ....::. ::: �i // Top Wall ' i��/�/ \\ Top Wall IF DRAWING TITLE: ............ Rafter Space ::::"::."::::... / : ::::. i / (R3G) / :::::::. .::::::: ':::::::. :::::::: :::::::: :::::::: :::::::: :::::::: ::: „ a / o ;.; v :..::. .... Bd. G . (T y.) lx8 Fascia Bd. / i� /' 2x10 C.J., IG oc yP Alum. Gutter 1x8 Fascia Bd. Alum Gutter 5ECTIONS G t Soffit / / T G S y�� ..... IxG TtGtSoffit /N :i Ix " •' 2x10 R.R., IG"oc 4 /// BR 1/2 L. — 12 i��/ / (8'-I" Hgt. in Upper Foyer) 12 00: 00E I i to OD i I SITTIN Pitched / 2x10 R.R., lVoc 2x8 C.J., IG"oc .�� ,rCr•�`4+. oof �° M I Oak FI ng lVari Membrane Roof w/ ���/_/ Spray Foam ::::;;. ''• tJond . Oak Floorrng�t,1/arics> Sy alit D king // 3/•4" Plywd. 1 ubfloor Insulation in Spray Foam - Q' 1 -G„ II 1/8 -Jor ts, IG oc onPressureTreated / cn II 1/8" -Joi$L�s, IG"oc after Space P y ::: :y'.:.. ► II �/$ kJoi�t�, 12 oc _ r - (R3G> Insulation in �'' n � �� : ,— r 5 I/2" Roxul (Sound) O Sleepers, (2) Roof M 5 1/2" Roxul: CSound) JOB: Rafter Space x;. ---''- �'' �. =- _ i Drains w/ Scupper I ; , Ln (R38) ::':: ---- S Overflow NEVI RESIDENCE �. (2i IL" LVL w/ I 'I O 2x8 D.J.. IG' oc �If A CI=L,4N0 Cr n �I I :I " ; Walls (Typical): (3) 2xIO - -� 2x8 C. , 16 oc Encase in I :I I (3) ll l/8 LVL — Girder ~ NEW SUFFOLK AVENUE i• Enc se in Wood.. .,,•,•„• Vinyl Siding CUTCHOGUE NY : : p I I t i Trim, Bullnose House Wrap (F I t ) 5/8 Plywood Sheathing Lower Cap = „ i'—O” '—O" -1 -0TOWN OF SOUTHOLD F--1 Ji I t t _ 2x4 Studs, IG" oc _ SCTM�t 1000-IIL-02-22.2 10'-0" III-OM c- " y i PORCH ' � MASTER BEDROOM 2 Closed Cell Spray ARCHITECT: I I Oak I in (V n ) i Foam Insulation (RI2, min.) (Pitchestone Exterior) _�� M. BATH 3 1/2 F.G. Batts (R13) Oak Flooring (Varies) I I / I wd. Su I I t MBR Spray Foam --F2l.- '/1 7.4' KIMM I " " t t Insul. a Box/ ? 5/8" Gypsum Bd. 3/4" Plywd. Subfloor II I-J sts, I c0 CCA Plywood t ------ --J Spray Foam a y 9 ------ --� 5 /2" F.G isBatts. (R21) 41 EAST MAPLE ROAD Is)ard LI I / DI I Sill to Seal Insul. Box/ t t FREDERICK R. WEBER I •- t 5 12 F.G. Bat , (R21) t t , , O Area ? Metal Flashin Area to Seal I : I t t i Between Porch ______ __� '140 _ GREENLAIUN. NY II 2x4 Pressure Treated Sill, 2" Coping Slab t House Area 52 NOYAC PATH Copper Termite Shield t Sill Seal _ -------- ----- ---, WATER _ v- 8" P. Conc. MILL. NY 11914 I/2"xIG" A.B., 32" oc ' w `n w/ Square 2"x2" Washer Found. Wall •� 4 P.' Conc a I •r q • Rernf. 'Slab' .! _ (3) II 1/8" "Sister" I-VL— (3) II l/8" — I N (Stucco Finish , a I �- ) I TEL waberarc3rtec54 ahoo�5om I LVL F.J. Under Island LVL Girder n I I Compacted•Ffll � 10' 3' 10'-3' r 10' 8'-0" 8'-I" 8" EI ii a l y Fill ; Dowel Slab , t • N ' O I , to Found.. , rr BAS MENT I Fill. i 3 1/2" O.D. Steel Pipe -_EI 8.5 __ i .�_ Wall •(T .). . 4 i I SEAL: ;. °D Col. on 30 x30 xl5 8" P. Cont. Found. Wall ; BASEMENT Rernf. P. Cont. Ftg. r , a I „ I {„ aoeGtS O , w/ (2) 45 Bars (Top t ; 8 co 16 -I i G'-"i" � 8"IF q" P. Cont. Slab v- a Bottom) E 44 Bars •48 oc Vert. Or I i EI +4.5 IOG.2 /14=7. 8 ' W/ 40XV. 10/10 WWF Reinf. (T ) EI +4.5' i " , I � 9P 20 AO Cont. ;, "�- , `•. ,..,.,.. ...:� P. Conc. Footing •-•-• P--.P-- -- __• ---• ,- --• w/ (3) 45 Bars •-• I ---• I 1 •-- --• I _•_• `%� '- �' 28'-0" SECTION AA SECTION B13 SEPT 1211 3. 2011 JUNE 21. 2011 JAN 5. 201'1 REV.: AUG 24, 2016 DATE: AUG 1. 201 SCALE : IN - 20' JOB NO: w20130'1 DRAWING NO. O OF A9 F I N 1 S H S C H E D U L E FREDERUCK SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT REMARKS ROBERT y WEBER n d � � W W W W //..�� AAMM �!p� cn u7 N Z c ao `9 w c -E !f►1R4�lN�lG4�T Q _z is ss 0° J J U > co Q Q H o a Q, w ?- W -. � � owc �- w N O O W (Y U m r=-- °° °4 '� = w Q m U *- ac o Z o nc X ~ W u U a W !7a Z ac ve w Q uVi U o aQo 'r U O 4 _ .; w < J z OwL 0 _� 4 O S 2 O Q W J J O Q �' W ~ ~ O v �r t- U z v v z cn O > _ p ,.- U O m z FOYER 0 1 0 ® 0 0 Varies LIVING ROOM 0 ® 0 0 0 9'-0" DINING ROOM 0 ® 0 0 0 9'-0" 0C KITCHEN 0 01 1 01 1 10 1 1 01 1 1019'-0" OPANTRY Q 0 0 0 0 9'-0" _I HALL © 0 0 0 9'-0" L" POWDER ROOM 0 0 0 0 01 1 0 1 lg,-O- Horiz. Bd. (3'-2" Hgt) LAUNDRY 0 ® 101 1 0 0 9'-O" MUDROOM 0 0 0 0 0 © 0 9--O" Vert. Bd. 5'-6" Hgt MASTER BEDROOM 0 0 0 ® 1 01 90-O" MBR WIC 0 0 ® 0 ® 9'-0" MASTER BATH 0 0 0 0 0 0 0 0 9'-O" Wainscoting (4' Hgt) I'• Q FRONT PORCH 0 0 0 0 Varies 3 1/2" CROWN p SCREEN PORCH (Alternate) © 0 0 01 1 FULL SIZE vU GARAGE 0 0 ® ® ® Type "X" Gyp. Bd. MAIN STAIR ® 0 0 0 Varies UPPER HALL 0 ® 0 0 ® 8'-O" Q SITTING 0 0 ® 0 Varies BEDROOM I 0 0 0 ® 0 8'-0" L- BATH I 0 0 0 ® 00 0 ® 8'-0" Wainscoting (4' Hgt) 0 BEDROOM 2 0 0 0 0 0 8'-O" N BASEMENT 0 0 0 0 0 I111I1 Q J 1lJ U DRAWING TITLE: MAP OULDING • FINISH SCHEDULE TRIM COVE 5/8" 5/8 WB CAP GW CAP MOULDING MOULDING JOB: BACK NEUI RESIDENCE = BAND CELANO \ COVE COVE 3/4" NEW SUFFOLK AVENUE CUTCHOGUE, NY TOWN OF SOUTHOLO r = :r SCTM# 1000—II6-02-22.2 N FACE OF \ " lx(. HORIZ. Ix6 TtG WALL = cn 5/8 I/2 SHIPLAP 5/8 V-GROOVE MDF WAINSCOTING Mp ARCHITECT: � BACK I/8" I/ " W/ NICKEL WB VERTICAL S — BAND JOINT BD. (OPTION 2 3/4" 3/ 5 I/2" 3 4" 2 3/ " - I/4" W/ BEAD) FREDERICK R. WEBER _ 1/3 " 1 41 EAST MAPLE ROAD M WINDOW 13/41 � WINDOW/DOOR 52 NOYACGREENLAWNPATH II140 B E A I I T Y P• WATER MILL. NY 1191L 3 , o HEAD CASING— TYR. Half Full Size Half Full Size 3/4" TEL 631 154-5555 f weberarchitectsyahoo.com SEAL: 171 XrK p. 'V" Note: 4" SQUARE EDG �.' Where Window Sills — BASE UNDER Occur Directly = e+l . Above Countertops, � 1'i i/2 1/8 1/8 I/ SHOWER CURB. � " " " �� CABINETS, ETC. Eliminate Casing and — Extend Backspplash to I/4" WIDTH AS REQUIRED I/4" Underside of 51ll = WINDOW 3/4 CASING 3 4 WINDOW SILL— SILL �` MULTIPLE UNITS SILL— Ix(. ►x6 N SEPT 18, 2011 L�V�t T I O N BASE BASE BASE � JUNE 21, 201 01 REV.: JAN 5, 2011 Half Full Size Half Full Size 3" = I'-O" DATE: AUG I. 2016 SHOE SCALE : AS NOTED MOULD SHOE SHOE SHOE JOB NO: 0201301 DRAWING NO. �" BASE (Typical) 4" BASE (Typical) 3/4 FULL SIZE FALL SIZE Q HORIZ. VERTICAL 7 WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size OF A9 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 0 EACH RAFTER FREDERUCK Joint Des«iption ICE SHIELD UNDERLAYMENT EBER Nan Sizes Nan Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING HURRICANE CLIP Rafter toTop Plate(To"ded) 3-8d per rafter TYPICAL. Ceiling Joist to Top Platte(Toe-naned) 3-8d per joist �RQo+l�il� �v'� Ceiling Joist to Parallel Rafter(Fac"aned) 3-16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions(Foos-nailed) 4-16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Faoe-nalled} 2-8d per tle SIMPSON H3 Bbcldng 110 Rafter(Toe-Wailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-16d each end WALL FRAMING Top Plate to Top Plate(Foos-nailed) 2-16d ' per foot Top Plates at Intersections(Foos-nailed) 4-16djoints-each side SIMPSON H2 HURRICANE M5T371 METAL STRAP Stud o Stud des ala e�ailed 2-16d: 24"o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 0 ) 16d 16"o.c.ab ALL JACK POSTS W9 edges RAFTER TO STUD. - NAILS 0 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. 'Top or Bottom PlatetoStud(EWdqhaned) 2-16d SHEATHING TO LAP TOP per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. WALL PLATES 2-16d Perms sstud2-186d per 2x8 stud UQ U APA RATED PLYWOOD TO 1b 1b Bottom Platte to Floor Joist,BandjoKEnd)oist or Bbddng(Face-nailed) 2-16d 1 '2 per foot �( EXTEND TO TOP OF TOP 4 - 8d NAiLS FLOOR FRAMING v PLATE. MST31 METAL STRAP TYPICAL 0 JACK POST - Joist to SIR,Top Plate or Girder(Toe-nailed) 4-8d perjold MST21 0 STUDS = Bridging to Joist(Toe-nalled) 2-8d each and Bloclft tow/ 4 - 8d NAILS 048" O.C. each and SIMPSON MST21 Bbddng to Simon e-n o TopToalled) 3-ied each blo& Q EACH END - TYP. = 1 1/2" WIDE - 12 GAGE Ledger Strip to Beam(Face-railed) 3-16d each joist o METAL STRAP 032" OC. Joist on Ledger to Beam(To"ailed) 3-8d FLOOR JOIST - MAXIMUM. Band Joist to Joist(End-Waned) 3-16d per err joist Band Joist to SRI or Top Plate(Toe-Walled) 2-16d ' per foot DOAUBLE TE TOP�' \\—PLYWOOD SHEATHING F. = ROOF SHEATHING I uou l TO OVER LAP BOX HEADER 2 x 6 016" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 40 o.c.perimeter zone STUDS SIMPSON MTSA 18-Z W/ other 6"o.c.edges of (d) 8d NAILS TOP t panel,12"o.c.Interior O BOTTOM 0 32" O.C. agonal Board Sheathing of panel 1"x 8"or i"x 8" 2-8d persupport '"x'°"°"' °r 3-8d per Support SECTION ELEVATION Q CEILING SHEATHING n Gypsum Wanboaro 5d r edge/10"field n n n SIMPSON MTSA 18-Z W/ WALL SHEATHING U 0/1_l6) 8d NAILS TOP t BOTTOM 0 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ - SIMPSON LTP4-Z W/ 7/11(r (6) 8d NAILS TOP t _ (6) 8d NAILS TOP t 6d 3"edge/6"fleld BOTTOM 0 32" O.C. FLOOR JOIST = BOTTOM 0 32" O.C. 25/32" 8d 3"edge/6"field NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION 8d NAILS 0 4" O.C. __ ::>_:_._:: _ 1::_a: - __. Gypsum wanboaro 5d r edge/io"field DRAWING TITLE: • (SHEATHING TO LAP SILL PLATE) :,': ;• 5 REBAR M L :. 2 ; �. �. Hardboard 8d see table . Yr 39 Yt' Particleboard s x 6 ILL E •'�.:' ro Panel 6d see table 3.9 l2) 2 PLAT ',�• '�' S S ',��a.: (/SOD ET,41 L ITE SHIELD] T . COPPER TERM SH A QTR TREATED. r `��•�•' Diagonal Board Sheathing w/ SILL SEAL (T P.) t•. ..,...... .a... .:.. ........•. .-..... .. :...:.....-`• ,:.•'. :• :�. ;::�', ��:. 1 x6"Or1 x ir per rt 1Mx10"orwiderSE FOUNDATION G. Persupport .,r. !)n •��� �'c�. FLOOR SH SHEATHING DESIGN/REINFORCING -•t t t:. Structural Panels 5/8" x 16' A.B. 032" OC. " w/ 2"x2"x3/I6" WASHER. 1 or less 8d 8"edge/12"field (HOT DIPPED GALV. OR greater than 1" 10d STAINLESS STEEL) Dlagonai Board Sheathing / field HOLD DOWN + SHEAR CONNECTION CRITICAL PATH JOB: ISOLATE WASHER FROM 1"x6"or1"x8" 2_8d SILL PL W/ FELT STRIP 1"x10"orwider 3_8d esu Support NEW RESID�NC CEL,4N0 1 Nailing requirements aro based on wan sheathing nailed 6"on-center at thenel pa edge.Kwan sheathing to Walled NEW SUFFOLK AVENUE 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shalt CUTCHOGUE, NY be doubled,or alternate connectors,such as shear plates,shall be used to maintain the bad path. 2When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1-16d nail per fooL SCTMtt 1000-116-02-22.2 PROVIDE 8d COMMON NAILS 0 4" O.C. AT ALL HIGH PRESSURE ZONES ARCHITECT: NOTE: HIGH PRESSURE ZONES ARE ALL AREAS L Li 4'-0" FROM ANY RIDGE, HIP OR GABLE END FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 DESIGN CRITERIA: 52 NOYAC PATH WATER MILL. NY 11916 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 131 154-5555 PRO IDE 8d CO MON H41L 0 4' 6.C. 1 1/4' x 20 GA. GALV:. STRAP 1 1/4' x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" twberorchrtect9gahoo coon ATr sH. PRESSURE ZC N1_. 6' O.C. w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAiLS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY AT °LL• THER PORTIONS F ROOF EACH END alb" O.C. EACH END alb" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: TYPI• AL WIND SPEED - 120 MPH ° F�; : '• I V4" x 20 GA. GALV. STRAP �� z �,:��.�.••••• .:�s 1 1/4 x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B iCE SHIELD UNDERLAYMENT REQUIRED - YES ,. ,' • wN 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN FON. 016" O.C. EACH END 016" O.C. TO -------------- DESIGN CRITERIA: _4 DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 4. SEPT 16. 2011 JUNE 21. 2011 2'-Om MAX. WINDOWS - GLAZED OPENING REV.: JAN 5. 2011 r I#r : }: 2'-0" MAX. A;,,�r+ .y;..,K;r„' 2 - 8d COMMON DATE: AUG I, 2014 ,;"..,. NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE : 1/4" 1'-0" PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMP ACT JOB NO: w201301 ,ffsS'? RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS. 16 OC DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' ROOF PLAN ' GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. 0 O COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR O OF A9 WINDOW SCHEDULE FREDEROCK Unit Model # R.O. Area Egress ROBERT WEBER ® TW210410 3'-0 1/8"x 5'-0 1/8' 5.81 Yes © TW2032 T-2 1/8'x V-4 1/8' No ARC CT 4' 8'-L" 8'-L" 4" © TW2844 T-10 1/8"x T-8 1/8' No (2) 9 1/2" LVL Hdr. OD TW24310 2'-8 1/8'x 4'-0 1/8" No Q A21 2'-0 5/8'x 2'-0 5/8' No I O OVL2030 2'-0 1/2'x 3'-0 1/2' No ' 3x8 Tie I @ Sped lty 1'-4" Radius No -o - ound -------------------------------- -o _ -ZU>si.1Z.ori Each 3iae of fiie u/-1(2) 374'f ifa1ine_t�oIi Connection I HO NOT IN USE I 2x10 R.R., 16"oc 2x10 R.R., 16"oc > I I j � N jI 0 CW135 2'-4 1/8'x V-5 3/8' 6.4 Pitched Beadboard Ceihnd w/ Ties j a- Model Numbers Refer to "Andersen" 400 Series, Clad, __3x8 Tie _______ r -- ---------------= High Performance Low-E4 Glass w/ Argon, (D R.R. on Each Side of Tie uv•(2) 3/4"4 Machine Bolt Connection Double-Hung Units- PG-50 Upgrade, I . Simulated Divided Lite i xI � (2) 1 1/2" LVL Hdr. `='I l3> 9 I/2" LVL Hdr. (3) 9 1/2" LVL Hdr. (3) 1 I/2" LVL r. 6x6 i� L"x6" Q = El i i PLL4L___� Post ) >® f� I J Iuu1 Al 61 1 I'I III tnt8o R.R., 16"oc rJ --� Beoapm C.J.. 14 o u - a ---- (3) 1 1/2' 01 Hdr. 1 1/2' LVL Hdr. _ - DOOR SCHEDULE 0 _ _2x R.R., I "o v I'I i II 1/8" TJI 560; 12" o.c. I `` i�� `� �2,>'a$ C.J., 16" c Xi I j I / CDE - to v o �_ Unit Model # Width t Height U � - r I d -• "Simpson", 31660 00 I (D SOL. Water Barrier 3'-0'x C-8' (Door) ---- i I ry+ Overlag I U i U Technology > R ooF I i I °x° "Simpson". 31944 Iuu1 it �i I i ' ' _ _ 2jt10 R., 16 oc I h n N 0�1 2 O SDL, Water Barrier 2'-8'x 4'-8' (Door) VIII i C (2) II 1/8" LVL: _---� _____ © / 2x8 J._16"oc j Technology"And �( 7flasstt Glidin r Patio enchwoodL'-0'x L'-II'1 (2) 9 1/2" LVL Hdr. (2) 9 I/2' LVL Hdr. ger I Trimmed I I FWGL0411L Opening I I J "Andersen" Frenchwood I I ® Gliding Patio Door, 4'-0'x L'-11, x6 I I r O I I ost L: I.I cn I I I r I I = III l2) If 1/8" LVL D Hdr. I FWGLO611R �- (2) II 1/8 LVL F.J. I t_______ I ———-_—- — — - Andersen Frenchwood DRAWING TITLE: ------o (l Line of 2nd Floor n �_ Q Gliding Patio Door, II'-9 3/4" x L'-II' 2x10 R. I U I i p l l ® o o a- FWG120411-4 A x8 C.J., 16" i Drop I " " 2ND FRAMING I p J s a Andersen Frenchwood " . " �_ I I Beam I I I " " d " A InswingPatio Door, " ` Al 6 -6 20 . 0 i I > 6 101-0* 6 I6 -O L A,1 O FWH4LIIAPRL 5-4 x L-II (1ST FLOOR) l2) II 1/8" LVL F.J. I --_-aoJ.I `° "Andersen" Frenchwood =.�=.-.. .=-.:.__ _ _____________F====,311 u' ng Sidelight, T-9' x4'-11" 1 Inswing Patio Srde t, 0 II 1/8" TJI 560; 12" o.c. I I = FWH296115 0 I ----- �' -. cc11 I ;0 CID2 F0 I III y JOB: Post" * Verify Operation NEW RESIDENCE ® ® (2) 2x4 Studs CELANO Between Multiple `� 6"x6" 6"x6" Window Units NEW SUFFOLK AVENUE D Post O Post D �. CUTCHOGUE. NY I I (3) II 1/8" LVL Hdr. (3) 9 1/2" LVL Hdr. (3S) 1 1/2" LVHdr. I;;I (3) 9 1/2" LVL Hdr. i;;i III TOWN OF SOUTHOLD III o o n.l nil o I I SCTM# 1000-116-02-22.2 liil o O lii�v III 2 to o- � � lul � � Uq- I•I � •I _ _ 0 liil - liil III ? III OC (Y Inl a InItY �I•I J I'I ARCHITECT: 6x6 Post. Strap liil ? lii�� III N III U Top t Bottom to U C14I�il D Profile of Deck *D IIII.IIII Header t D.J.. Above x x x x ix0 III CK RDIMAPLE WN N Encase in Tappered N N N N cv 4ESTROAD ----------- - wPVC Trim (Typ.) ------- - =' GREENLAWN. NY 11140 _- _ ______________®_—:7 L 7-:--________ ____— ___ _ 52 NOYAC PATH -�-- (3) 9 1/2' LVL Hdr, (3) 9 1/2" LVL Hdr. WATER MILL, NY 1111L TEL 431 154-5555 PROVIDE 'SIMPSON' PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. fweberarchitect4yahoo.com TO FOUNDATION WALL SEAL: PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL B °�< Al yir \G .' r^ I ct FRAMING NOTES: 2ND FLOOR FRAMING ;> ; I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER ( IST NORTH �2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. O PLAN )- 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOODr .v";,41 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0' AND OVER WITH TRIPLE UPRIGHTS. I�� I -� SEPT 18. 2011 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4' WALL t 3-2x8 IN L" WALL OR AS SHOWN ON DRAWINGS. JUNE 21, 2011 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. JAN 5. 2011 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. REV.: AUG 24. 2O1L 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. DATE: AUG (. 201E 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. SCALE : 1/4" - 11`00 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. JOB NO: w2O13O1 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD 9 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON. DRAWING NO. OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2' DIA, GALV. MACHINE BOLTS 0 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS, 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 WINDOW SCHEDULE FRE®EROCa Unit Model 4 R.O. Area r g Egres ROBERT !'WEBER ® TW210110 V-0 1/8'x 5'-0 1/8' 5.81 Yes ® TW2032 2'-2 1/8'x 3'-4 1/8' No ARCHITECT © TW284L 2'-10 1/8'x 4'-8 1/8' No ----------------- ------------------- OD TW24310 2'-8 I/8"x 4'-0 1/8" No I EO A21 2'-0 5/8'x T-0 5/8' No I I O OVL2030 2'-0 1/2"x 3'-0 1/2' No t I t I I I I 1 Roof 1 G pecialty 1'-4" Radius No 0 Round jScreen Porch Roof to j 1 be "Alternate' 1 HQ NOT IN USE I I O CWI35 2'-4 1/8'x V-5 3/8" 4.4 Yes (� 1 t t_! I I t IV t t Model Numbers Refer to "Andersen' 400 Series, Clad, t t High Performance Low-E4 Glass w/ Argon, j Double-Hung Units- PG-50 Upgrade, t I Simulated Divided Lite n n 1 I L�l 1 I 1 I I I ----------(3) 9 I/2i L L Hdr_-------- p 1.————————————— ——---—— ______T____________ v V --- 2x1 R.R., 16"oF x R.R.. U."cc e oo I (2) 2x4 Studs I L--- Between M'Itiple i� i Al �M Window Unit 19 P.) 1 in Ij q i i l t Roof 1 I cr I i i l l I 2x10 R.R.. 16"oc cX1 2x1 R.R.. 16 ' ' L------ -------------------------------, DOOR SCHEDULE � 2x10 C.J.. 16"oc I I_I \��, I Unit Model # Width il Height I i I I I I i Roof I d t I I) , 1 "Simpson". 371460 I I i SOL, Water Barrier 3'-0'x 4'-8' (Door) Technology � N I i r, I I �i� ------ -----�--------------------------------------- Simpson". 31944 Roof r I I I I ___ _ - _ I O SOL, Water Barrier 2'-8'x 4'-8' (Door) (3)9 T/3ATVCl�dr----------------(-31 dF172" LVL Rdr.----- I Technology t ZxlO R.R. Heave Duty "Andersen" Frenchwood I O 11 IL oc Stra on Hips 3O GlidingPatio Door, L'-0"x L'-II' All Corners 14\ o / FWG40411L I I I 3: \ / "Andersen" Frenchwood �� I I I O I I O o \ ?� - / ® Gliding Patio Door, 4'-0'x L'-II' N .+ I I C., .4 6 — � - \•�+� p� / FWG4091IR 1 _ _ - \ d 1+ry/ "Andersen" Frenchwood DRAWING TITLE: - sl 2x12 Ridge-� / All O �,7 Q Gliding Patio Door, II'-9 3/4" x L'-II' �+• , Jai °x° W - / 1 \'�---- x ---�`,Q/Ic2) 2x4 studs FWG12oLIIM 4 ROOD ARMING A °_ / I \ / t Andersen Frenchwood P '� I I (T 6 5'-4" x L'-II' r Oen to Below / Pitched at . Between Multiple A Inswing Patio Door, 'Id I .� % o o /. Ceiling i Ig. N4.xl C.J-Ag oc I Window Units yp.) Al O FWH54LIIAPRL 02ND FLOOR) I ! N - _ 2x10 R.R+ 14"oc �/ 2x 1 R.R., 14"oc "Andersen" Frenchwood I �I Line of 8'-0' Clg. _ U 2x10 R.R. l0oc ( 2xl 114" —'—'—'—• — Galy. Bolte ^� O Inswing Patio Sidelight, �- I Q, \ I I tY IY �An le Conn.�� \ � FWH294115 2'-9' x L'-II" 2x10 C.J., 14 oc U i i i Ridge (Tqp.) / o \ 1 I O I ?+/ I I x O O / r L------------- u l I O t l — J rn i I = 11 �4�---- ---- - ao1 00 \`�� I I �.—.—. (2) 2x12 _._. \�'� * JOB: CR u oI in ��\ I I ? - \ Yerify Operation C4 o, o cv I I 'oi� I I + . c:c a {y oc _� x 1 _ ,\ �tij oe./,,I \o \ NEW RESIDENCE �I R �'�j o Jai \d, o CELANO I --R - I � _ \ Bin -5 I oo I o/' \oy I I 2 I R.R., ILI"oc i 2x10 R.R., I6' c I I / �y+ 2 R 2x R A � /_�. 1 t I _____ _ _ ______ / / "oc c i 14"oc \• II lE s 9 I \ CUTCHOGUEL NY VENUE __ ——————————_———————— I 1 (3) 9 1/2" LVL Hdr. (3) /2" VL r. I I TOWN OF SOUTHOLD t I I I SCTM# 1000-111,-02-22.2 II II II I I Roof II ARCHITECT: II II II II FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 --------------------------------------------------------------------------------------------- ,::1: :L————————————————— ———— ——————————————————————————————————————————————————————————— •• . " 52 NOYAC PATH WATER MILL. NY 11916 TEL 1,31 154-5555 fweberarchitectayahoo.com SEAL: rK 44, y3 i a. r FRAMING NOTES: ROOF FRAMING I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 1 NORTH `✓'"'c • °�' 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. ( 2ND FLOOR PLAN ) ~~ Y l 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 4 TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS C-0' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-0' AND OVER WITH TRIPLE UPRIGHTS. SEPT 18. 2011 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL 13-2x8 IN L" WALL OR AS SHOWN ON DRAWINGS. JUNE 21. 2011 S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a W-0" O.C. JAN 5. 2011 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. REV.: AUG 24. 2011, L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. DATE: AUG I. 2016 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. SCALE : 1/4" - I'-O" 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. JOB NO: w201301 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND LD a 12" O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY *SIMPSON" DRAWING NO. OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA. GALV. MACHINE BOLTS a 24" O.C. 22 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 ELECTRICAL SYMBOLS FREDEROCK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0W.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT �R���B�� ® DUP.REC.-FLOOR 0 DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET .. ..................... ..................... ..................... ..................... .. Propane SURFACE MTD.-CLG. OF, SURFACE MTD.-CLG, (Porcelain) RECESSED-CLG. -- i urface \Grill I0 WALL MOUNTED C39 DUP. FLOOD Chandelle,r O-> HIGH INTENSITY, SWIZEL, RECESSED O CLOSET LIGHT IL� - -- ----- -- -- -----� � s� SHOWER LIGHT (Wet Location) - --------- UNDERCAB. FIXTURE ® ® DOORBELL/CHIME EXHAUST FAN D PADDLE FAN Q Hose W.P. W 0W.P. Bib PADDLE FAN / LIGHT i - G r- --�-'- 3 D 3 11 IN ATTIC FAN (� AC #1 AC 42 SPEAKER `M'GFI I I I ____ Bib e p TELEPHONE O 0 1 1 I O CABLE VISION Propane P dan iD COMPUTER (Cable t Phone) Range i o / I Chandelre ................... 01 0 LIGHT W/ HEAT/FAN/NIGHT LIGHT II I I i iW THERMOSTAT n FAN/LIGHT I i 1 o DWWt ' endan �, ��-_ �^ SMOKE DETECTOR I i E)co CARBON MONOXIDE DETECTOR S ----- SWITCH GFI 1 1 I I Co 43 SWITCH 3-WAY 1 1 I I i i Q 44 SWITCH 4-WAY 1 1 1 1 I I 4D SWITCH W/ DIMMER D I L---------- w SWITCH WATERPROOF DRAWING TITLE: I I JS JAMB SWITCH To ELECTRICAL I I II 2nd KEY PAD 4& To IST FLOOR EX EXISTING Pr an 4I I smL Fir , lace iQ I ... ................. Chan ier AFF I I AFF I I • II Hose I I Bib I I JOB: NEW RESIDENCE CELANO 3 NEW SUFFOLK AVENUE CUTCHOGUE. NY I I w.P. qpw.p. w•P• I I 5CTM* 1000-II4-02-22.2 II TOWN OF SOUTHOLD II II tl II 11 II II I I I I ARCHITECT: II II 11 II I I I I FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 ------------------a------------------13------------------- ------------- ------- ------ 52NOYAC PATH ELECTRICAL NOTA WATER MILL. NY 11916 I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON), WHITE. TEL 431 154-5555 2- DIMMERS TO BE "DIVA" (Slide Control). WHITE. fweberarchitectsgahoo.com 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 4- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. SEAL: 5- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. 4- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. ELECTRICAL FIXTURES : 00 ELECTRICAL7 OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): IST � � O � � � � � 'I- CHANDELIERS (DINING. FOYER, POWDER, ETC.) 2- KITCHEN PENDANT 3- BATHROOM WALL SCONCES r ' 4- SURFACE MOUNTED PORCH CEILING FIXTURES I/4" = I'-O" 5- ALL DECORATIVE EXTERIOR FIXTURES 4- PADDLE FANS (To be Mounted on Bracket Spanning Joists) SEPT 18. 2011 ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: JUNE 21, 2011 I- ALL PORCELAIN FIXTURES JAN 5. 2011 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO" OR EQUAL), 5"Co HOUSING t TRIM (White) REV.: AUG 24; 2014 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS (WHITE). 4- UNDERCABINET KITCHEN FIXTURES ("KICHLER", Hockeg Puck Stgle). DATE: AUG I. 201L PLUMBING NOTES : APPLIANCES : SCALE : ` I'—O" OWNER TO PROVIDE THE FOLLOWING APPLIANCES. INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I— PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRA55. JOB NO: w201301 I- RANGE: 30" (4) BURNER DUAL FIUEL, BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 2- REFRIGERATOR: 34" WIDE x CABINET DEPTH. DEDICATED/GROUNDED 20 AMP RECEPTACLE. (HIGH) 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. DRAWING NO. 3- DISH WASHER: PLUMBING AND ELECTRICAL 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. 4- KITCHEN HOOD: DUCT TO EXTERIOR 4- ALL SINKS ARE TO BE UNDERMOUNT . 1- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ 5- WASHER: ELECTRIC t PLUMBING, FRONT LOAD IRRIGATION CONTRACTOR. 4- DRYER: ELECTRIC 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE, FIREPLACE, GRILL (SIZE FOR POOL HEATER t GENERATOR). OF E2 ELECTRICAL SYMBOLS FREDERUCK SYMBOL DESCRIPTION ROBERT 4D DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF OGFI DUP.REC.-GROUND FAULT ARCHOTECT ® DUP.REC.-FLOOR Qr DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET r----------------- ----------------- 1 I I O SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) I - RECESSED-CLG. I I-O WALL MOUNTED I c DUP. FLOOD I O-> HIGH INTENSITY, SWIZEL. RECESSED I O CLOSET LIGHT UL I SHOWER LIGHT (Wet Location) I C � UNDERCAB. FIXTURE I ® ® DOORBELL/CHIME 1 i D EXHAUST FAN I�U I I I PADDLE FAN no 1-------------- LF ----------------J— ------------ ------T------------ O PADDLE FAN / LIGHT I I 1 I U ---- I I I ATTIC FAN I I , ill I SPEAKER I ----- ---------------- TELEPHONE --------------- 0� � CABLE VISION I i Furnace I I I © COMPUTER (Cable it Phone) I -i 01 LIGHT W/ HEAT/FAN/NIGHT LIGHT II i I QQ THERMOSTAT n 1 I iii ' I FAN/LIGHT L—JJ I P I � ISI ------ ---_----------------------------------------- I � , I 0 SMOKE DETECTOR(— —� ----------------------------j I �i ------------- I OGo CARBON MONOXIDE DETECTOR 1 • I 0 � SWITCH I I 31 I 3 3 G / $ 3 SWITCH 3-WAY SWITCH 4-WAY OD SWITCH W/ DIMMER I V7 •—•—• • —• —.—•...... •—• •—j / $ w SWITCH WATERPROOF DRAWING TITLE: !!7 I -------------� ELECTRICAL � '\ I I JS 1 \ /I JS JAMB SWITCH o I ----- / ® KEY PAD 2ND FLOOR \ I 60" EX EXISTING I I I AFF I I i I •\I II I /•/ \•\ I I I ii T I I I � I I I Ise I I t------------- I /- — ----- ----- .\ JOB: NEW RESIDENCE CELANO /' \ CUTCHOGUEL NY VENUE y-------------------- TOWN OF SOUTHOLD SCTM# 1000-116-02-22.2 II 11 II II II II I I ARCHITECT: 11 II II II I 1 I I FREDERICK R. WEBER I I I I 41 EAST MAPLE ROAD GREENLAWN. NY 11140 ----------------------------------------------------- --------------------------- -------------------- ----------------------------------------- J::I: :L -----------------'----------------------------------------- . .. :: :: :: .. ...... ..... ...... ...... ::.:!; 52 NOYAC PATH WATER MILL. NY 119'IL TEL 631 '154-5555 tweberarchitectegahoo.com SEALS 4 "77 `c k If ...1 vr ELECTRICAL 2ND FLOOR FLAN SEPT 18. 2011 JUNE 21. 2011 JAN 5. 2011 REV.: DATE: AUG I. 201L SCALE : 1/4" - I'-O" JOB NO: m201301 DRAWING NO. OF E2