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Home My WebLink About46547-Z �o`OS�FFat, Cor" o Town of Southold 6/8/2023 P.O.Box 1179 o _ 53095 Main Rd y o� ifi Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44155 Date: 6/3/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4800 Paradise Point Rd, Southold SCTM#: 473889 Sec/Block/Lot: 81.-3-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/24/2021 pursuant to which Building Permit No. 46547 dated 7/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with partially finished basement with wet bar, covered front entry, first floor deck over patio, roof deck, second floor balcony, attic storage and attachedag_rage as applied for. The certificate is issued to Caluori,Anthony&Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0388 - 3/22/2023 ELECTRICAL CERTIFICATE NO. 46547 4/27/2023 PLUMBERS CERTIFICATION DATED 9/20/2022 Bra cuch tbo ize i nature ;f[ o O19R�1�1 ®1= SOUTHOL® BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE oy • �� 7 SOUTHOLD, NY DU@LDING 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#: 46647 Date: 7/8/2021 Permission is hereby granted to: Caluori, Anthony 111 Oxford Blvd Gardena City, NY 11530 To: construct single-family dwelling as applied for per Trustees and SCHD approvals. At premises located at: 4.800 Paradise Point Rd, Southold SCTM # 473889 Sec/Block/Lot# 81.-3m3 Pursuant to application dated 5/24/2021 and approved by the Building Inspector. To expire on °x/7/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,388.80 CO-NEW DWELLING $50.00 Total: $3,438.80 in ctor TOWN OF SOUTHOLD ay BUILDING DEPARTMENT a TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46344 Date: 6/4/2021 Permission is hereby granted to: Caluori, Anthony 111 Oxford Blvd Garden City, NY 11530 To: Temporary electric construction outlet. At premises located at: 4800 Paradise Point Rd., Southold SCTM #473889 6�� Sec/Block/Lot# 81.-3-3 Pursuant to application dated 6/4/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(.a-town.southold.ny.us Southold,NY 11971-0959 Q �yOOUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony Caluori Address: 4800 Paradise Point Rd city.Southold st: NY zip: 11971 Building Permit* 46547 Section: 81 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic/3rd Floor X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 83 Ceiling Fixtures 26 Bath Exhaust Fan 10 Service 3 ph Hot Water gasX3 GFCI Recpt 20 Wall Fixtures 37 Smoke Detectors 11 Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 124 CO2 Detectors 6 Sub Panel 1 A/C Blower 4 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights 24 Dryer Recpt gasX3 Emergency StrobeHeat Detectors 1 Disconnect 4 Switches 102 4'LED Exit Fixtures Sump Pump Other Equipment: Oven, Fridge, Mini Fridge, Fridge Drawer, DW, Micro, W/Dx3, HWx3, Gas FPx2, ERV, HRV, Notes: New House Inspector Signature: Date: April 27, 2023 S. Devlin-Cert Electrical Compliance Form SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinl�town.Southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony Caluori Address: 4800 Paradise Point Rd city:Southold st: NY zip: 11971 Building Permit#: q(5 W 1 46344 Section: 81 Block: 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect X Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: Removed Service From House and Put Temp. Panel In Yard Inspector Signature: �� Date: June 9, 2021 p 9 S. Devlin-Cert Electrical Compliance Form.xls trjf S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY.1 1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD j I SEP 7. 7 2022 Tutq 6, CERTIFICATION Date: Building Permit No.-Al(e 5-LI Owner:-CoJi o k-k rl (Please print) Plumber:-IMA -P-k (Please print) I certify that the solder used in the water'supply system contains less than 2/10 of I% lead. Alumbers Signature) Sworn to before me this day of je�jf 9 b?r-, 20 SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Notary Public, County Qualified in Suffolk County Commission Expires March 17,2qd so ryO� f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] -FOUNDATION IST [ � ROUGH PL13G. [ _] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] E C/O R_ EMARKS: 9fl-r " AIA \K vVV kWtdl) &64V d, Y`\ IVI; 0,-` I I Zozl DATE INSPECTOR oe souryO L # TOWN OF IOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION . [ ] -FOUNDATION 1ST [ ] ROUGH PLBG. [ ] - FOUNDATION .2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE- &--CHIMNEY: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/0- REMARKS: 4f S .................. 6 80-4-al- 4-6 d o e02— 4(7-,- DATE , INSPECTOR l �J OF SOUI�o 1 � # TOWN_OF SOUTHOLD BUILDING DEPT. G • 765-1802 _INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ]"FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE-SAFETY INSPECTION [ -] FIRE RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VJ Un,� (��LA� DATE �' oZ. aa INSPECTOR OF SOOIyo �60 * # TOWN OF SOUTHOLD BUILDING/DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ j] ELECTRICAL (FINAL) [ ' ] CODE VIOLATION [ ] PRE C/O REMARKS: c j DATE Z ` INSPECTOR �� oFsou o�� lye # TOWN OF SOUTHOLD BUILDING DEPT. �`�rourm 765-1802 INSPEC 10-N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c fug — o 4—... v DATE "`� .INSPECTOR %Oki sooTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] -FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND INSULATIOWCAULKING [ '] FRAMING/STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: cel �Y � C o� III F DATE �I S INSPECTOR OP50blyO� -- -- - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [FINAL Ub , f 2.,.- FIREPLACE PiFIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION / [ ] PRE C/O [ ] RENTAL REMARKS: % m 4 DATEAl�mllo'J,1,4INSPECTOR %Q 1�0 '-� qSOUTyQ/_ # # TOWN OF SOUTHOLD BUILDING DEPT. cvum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIION/CAULKING [ ] FRAMING/STRAPPING [ FINAL O, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ( vivo, no 17 k CAA- AQ r w 7)k OVI 400SOA Mart oh w► �V�M eo✓ ►+'� �n DATE LO l INSPECTOR OF50UTyo L4 (4OSL47 qezV # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rd D. , r-- A-cea'—s- A=c in I ZZ or lo7 .2 0,-�e o~U DATE ZZ INSPECTOR Gustayson/Dundes Architecture & Design LLP 70 Poplar Street,Garden City,NY 11530 212 2510212 T 516 398 3431 C gdarchitects.com June 8, 2021 Ms. Tracy Dwyer Southold Building Dept. 54375 NY 25 Southold, NY 11971 Re: 4800 Paradise Point Road Caluori Residence Dear Ms. Dwyer, Please find enclosed two large copies of the survey that was originally filed. Hopefully this will be more legible for your departments' review. If you would kindly let me know when and to who this project is assigned for review, I will ask the electrician to call and, discuss the disconnect letter. Thank you in advance for your assistance. Sincerely, Gustayson Dundes Architecture &Design LLP H. Bradford Gustayson, AIA LEED AP cc: Anthony Caluori Gustayson/Dundes Architecture & Design LLP 70 Poplar Street,Garden City,NY 11530 212 2510212 T 516 398 3431 C gdarchitects.com August 5, 2021 Ms. Amanda Nunemaker \ Southold Building Dept. 54375 NY 25 Southold,NY 11971 Re: 4800 Paradise Point Road Caluori Residence i I Dear Ms. Nunemaker, Please be advised that I have visited the site to examine the installation of the footings and foundation walls as per the request of the general contractor. This work has been completed in accordance with the approved documents and meets or exceeds the 2020 NYS Residential Code and I am satisfied with the installation. Thank you in advance for your assistance. j Sincerely, i Gustayson Dundes, ��?,E D A R C,4 Architecture&Design LLP �, P�0PLi C f H. Bradford Gustayson, cc: Anthony Caluori O F N ESN Rob Gabrielsen I i i Envelope Leakage Test Testing Company: Technician: Name: New York Building Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com Miller Place, NY 11764 Phone: 6314950289 www.nybtg.com Building Information: Customer Information: Project ID: 4800 Paradise Point Road Name:, Address: 4800 Old Paradise Point Road Address: Southold, New York 11971 Geo-Tag Data: Latitude: 41.047235 Longitude:-72.386391 Timestamp: 2022-11-03 11:09:30 Measured Leakage: 2.96 ACH5O Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 2,627.2 (+/-0.9%) Effective Leakage Area: 151.1 int Building Volume: 53,320.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient (C): 221.6 (+/-6.8%) Exponent (n): 0.632 (+/-0.019) Correlation Coefficient: 0.99956 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 74 OF Post Indoor Temp: 74 OF Pre Outdoor Temp: 61 OF Post Outdoor Temp: 61 OF Altitude: 0.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-11-03 11:13:20 4000_ 3000 a Depressurize — ___....._!_..._.._;.-. C t i C i U ' ' ' 1 2000 _ - -- i Jhd _= loco - '2 900 800.. ...-, ... ....; .- _._.. °° 700.. -.-. .-.... - ;... . i l 600 -.....-._ . .... ._._ .. . ........ . - 500_._._._.-.a___.___ ._.:_. _v_ i I 4 5 6 7 8 610 20 30 40 50 6070 Building Pressure(Pa) i . I;h Envelope Leakage Test Test Readings: Target (Pa) Bldg(Pa). Adj Bldg-ft). Fan (Pa) Flow (cfm) Config Baseline -2.0 -60.0 -61.6 -59.9 -39.0 3,026.4 Open Fan -54.0 -55.0 -53.3 -32.4 2,763.3 Open Fan -48.0 -49.8 -48.1 -29.1 2,623.8 Open Fan -42.0 -42.9 -41.3 -174.6 2,355.9 Ring A -36.0 -38.8 -37.2 -153.3 2,211.1 Ring A -30.0 -32.4 -30.8 -118.7 1,951.9 Ring A -24.0 -26.7 -25.1 -91.2 1,716.9 Ring A -18.0 -20.3 -18.6 -64.1 1,445.6 Ring A Baseline -1.3 Test Equipment: Flow Device: Model 3 11 OV Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2020-07-27 Deviations from Standard: • None Comments: Verify Volume-Sealed Attic, Conditioned Bsmt, Unconditioned Bsmt is Insulated (including mech room and unfinished storage space-2" HD foam) Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 �f(osy� inriG,ROU NEW YORKBUILDING T 6 C H 1!O L O G Y p.��l.SING P PYA ,L1L/' rawly n 'nl� _r) Affidavit Of 2020 NYECCC Compliance Date: 11/7/2022 Inspection Address: 4800 Paradise Point Rd Southold, NY 11971 This is to Certify that on 11/3/2022 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 5725 Blower Door Test Result: - 2627.2 Conditioned Volume: 1 65233 Leakage in ACH50: 2.42 402.4.1.2 2020 ECCC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 8 System 2: Bsmt Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 8 System 3: Attic x2 Leakage CFM@25: Exempt Supply R-value: 8 Return R-value 8 Total Combined Leakage: Exempt CFM@25 Leakage Limit: I 229 CFM@25 EXCEPTION-All ductwork and air handler is located within the building thermal envelope 403.3.3 2 2020 ECCC Compliance: PASS Mechanical Ventilation: As Tested: 1143.76 1 Required: 117 1 M1507 Compliance Pass Combustion Safety Testing: See Attached Report Insulation and Thermal Bypass: PASS = . . r HERS QA'Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 om Baccarella Certification #3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I farther certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com New York Building Technology Group n 159 Rt.25A, Bldg. 1 Suite B NEW YORK m'T ITECHNOLOGY U I L D I N G Miller Place, NY 11953 ® , GROUP Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety Testing Form Certified Home Address: 4800 Paradise Point Road City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 11/03/2022 Outdoors Temp During Test: 61 OF CAZ Depressurization ( ote:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary_Yes x No _Ty,p .Furnace Boiler x Heat Pump Other Efficiencyf Fuel Ty,peZ Yen i g 7pe; Draft Spillage Spillage CO CO Pascal (Worst Case (Natural) orst Case atural Rating:97.5 AFUE N P X O E N V M S X NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Primary_Yes x _T . e: Standard Tank_Indirect_Tankless_ Size:_ a Style Common Vent❑ Water Heater No_ Instantaneous x Commercial_(See Note 5 below) (Gallons) Stand Alone 12 ffficiencys Fue!Ty)Zg2 Venting Types Draft Spillage Spillage CO CO Pascal (Worst Case atural (Worst Case antral EF: .95 N P X O E N M S x NA Pa. Pass X Fail Pass X Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes X No_ Oven CO NA PPM Ambient CO(During Oven CO Testing) NA •PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type. N=Natural Gas P=Propane O=Oil E=Electric 3Yenting 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 re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater Style: Cotmnonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water 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: Tom BaCcarella Rater Number: 3587347 Rater Signature: Date: Nov 07, 2022 lh brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 t� ES j b t $ � 7 $ � 7',n h� d 1 k A" q, a } t� i MAY � C f E i� E i a rA • r • MID W. MW • a , REM C�OIN T� i�� RRIFI ,. , a um Will Fill r� '�a ---- ------- ---- ,a► - lam' Aw 'MAI MO lb °tet►, �. ., , Flo-lam Of KiSI d 2 - sem.,/ }Y �y� ffoi $' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hLVs://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT ---I f77 � Fo Office Use Only q6q PERMIT NO. 5 Building Inspector: MAY 2 4 2021 Applications and forms must be"filled out in their entirety:incomplete applications will not be accepted,,WhIere the Applicant,is not the owner,an .._,�. Owner's Authorization form(Page 2)shall,be completed',,; . O Date:April 28, 2021 OWNER(S)OF PROPERTY;, Name: Anthony Calouri SCTM# 1000- S �_ Project Address: 4800 Paradise Point Road, Southold, N.Y. 11971 Phone#:g17-698-2251 Email:acalouri@bdcm.com Mailing Address:111 Oxford Blvd., Garden City, N.Y. 11530 CONTACT PERSON: -IT 477�klp 11^ Name:Michael A. Kimack 6 Mailing Address: P.O. Box 1047, Southold, N.Y. 11971 Phone#:516-658-6807 Email:mkimack2@verizon.net DESIGN PROFESSIONAL INFORMATION. Name: Gustayson Dundes l�l'll Mailing Address:70 Popla.r Street, Garden city, N.Y. 11530 J Phone#: 212-251-0212 Email: gdarchitects.com CONTRACTOR INFORMATION: Name: TBD Mailing Address: Phone#: Email: DESCRIPTION OF:PROPOSED:CONSTRUCTION':: RNew Structure ❑Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes 0N 1 • a ,. !.�F A,..:;: ki.:ro„y-%`r.�✓ .� ..... :':3:(vn.>-y. 3'S�r&: ex,,.: 'J�.•Z'w',Y£ x'19? s:R61k�". '-E' ,F:'' s� { .,�w'.a s.S' ,.:.., >s:AR,ir'x:`;<„'�,....'�:1`'..'ts%'s.FTr ,r.,;i ^';; • w.,-Tg•.., ,.,,. 7.x.y.,, syr" fiz .. Er�y 7t J o&'.',•fA. S ' .- '. - ...- .... ! .... .,.».. •,"- �' .,...,:.s£,m.� � 'r::^w,t��tl., ",a•""''`0.,�s::C .'1�..wYk�.� ' .LB'x�,::.`�'v = .. ..... afro rE'. s�,m'r�€sLmx�• .s;?"*,smrs rsis�scam.::a".. �,�..,. .. ;.,�. . .,�.,.�. .•_.., .... 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ANDREWS „w Notary Public St � a� No. p ate Of New York :.m7,�,�-;<�n f,-x ».Y�-1 d»."3 "+ 5x:;r'�'•-.9&�'r;,YA�.,» Qualified In Suffolk County Commission Expires 07/15 Zvi e�"if�'ga ��id�1f� !»R � rel',' r �'?«.iW."'. � �'.w .. .. ,� '",•„ a`'•�t> s�30''� :��`u a =N1 ;:v' .... .. ...- " :# _ ^' f :4, • 0. F '4 ,..., t,t`;�.`.,n C', .,RY «�""�' Ia.S=...,.aZ"w..,.. ..: �:�E nJ4d.,a>,. ..-,Et1»dw s.,.w ..>S%E%'^Sp:'AL.'.S'F"»&��•.".�: w: ` ,i " := s i ol ........... ......... BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9862 DATE: APRIL 14,2021 ISSUED TO: ANTHONY&LISA CALUORI PROPERTY ADDRESS: 4800 PARADISE POINT ROAD, SOUTHOLD SCTM# 1000-81-3-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 14,2021, and in consideration of application fee in the sum of$250.00 paid by Anthony & Lisa Caluori and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes andpermits the following: Wetland Permit to demolish existing dwelling,decks,walkways,patios,staircases,wood retaining walls, abandon existing septic system,and remove eleven(11)existing trees ranging in size from 6"to 24" llt calipers; construct a proposed two-story,six bedroom dwelling with partial full basement and two car garage with a 2,977.30 sq.ft.footprint; construct a proposed 603,72sq.ft.second floor deck; a proposed 18'x38'with 1'stone surround(800sq.ft.)in-ground gunite swimming pool; a proposed 64sq.ft.spa; a proposed 100sq.ft.gazebo; a proposed 992sq.ft pervious patio; proposed pervious crushed blue stone O/E walkways(160 linear feet by 3.51 in width for a total of 560sq.ft.); proposed±405 linear feet of concrete block retaining walls of varying heights; construct new pervious 1,454sq.ft.of driveway and parking area for garage; install new I/A septic system for new dwelling; install gutters to leaders to drywells to contain roof runoff, remove existing on grade staircase and cover disturbed,area with two(2)layers of burlap (fastened)over the disturbed area and plant with American beach grass 18"on-center and/or indigenous vegetation; install new staircase approximately 201 north of existing staircase consisting of 2.75'x4' 11s ft. to 3 tread staircase,a 4'x6' 24s ft. to landing,a main 4'x18.3' 73.2s ft. 20 tread staircase,and a removable 31x8.31 (24.9sq.ft.)wood or 'aluminum staircase to beach with the total of landings and staircases to be 157.1sq.ft.; and to cover disturbed areas with two(2)layers of burlap (fastened),and plant American beach grass 18"on-center and/or indigenous vegetation; and as depicted on the site plan prepared by Gustayson/Dundes received on March 25,2021 and stamped approved on April 14,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 14th day of April,2021. `4 104&—1419A O A Nicholas Kruplsi–,NAYt - Ar A ` Glenn Goldsmith,President ®F SOU, Town Hall Annex A.Nicholas Krupski,Vice President ,�®� ®�® 54375 Route 25 P.O. Box 1179 Eric SepenoskiB Southold, New York 11971 Liz Gillooly cis ae Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 co Nil, 2 4 .223 � . i MAR , BOARD OF TOWN TRUSTEES EUILOINb 01;Pl. TOWN OF SOUTHOLD 10WW0FS011Vn'P CERTIFICATE OF COMPLIANCE 2010C Date: March 19, 2023 THIS CERTIFIES that the demolition of existing dwelling decks walkways patios staircases wood retaining walls abandon existing septic system and remove eleven(11) existing trees ranging in size from 6"to 24"calipers; construct a proposed two-story, six bedroom dwelling with partial full basement and two car garage with a 2,977.30 sq ft footprint; construct a proposed 603 72sq ft second floor deck,• a proposed 18'x38' with P stone surround(800sq ft)in-ground gunite swimming pool; a proposed 992sq ft pervious patio; proposed pervious crushed blue stone O/E walkways(160 linear feet by 3.5' in width for a total of 560sq ft)• proposed±405 linear feet of concrete block retaining walls of varying heights*, construct new pervious 1 454sq ft of driveway and parking area for garage; install new I/A septic system for new dwelling; install gutters to leaders to drywells to contain roof runoff; remove existing on grade staircase and cover disturbed area with two(2) layers of burlap(fastened)over the disturbed area and plant with American beach grass 18"on-center and/or indigenous vegetation; install new staircase approximately 20' north of existing_staircase consisting of 2.75'x4' (1 Isq.ft.)top 3 tread staircase, a 4'x6' (24sq ft)top landing a main 4'x18 3' (73 2sq ft)20 tread staircase and a removable 3'x8.3' (24.9sq.ft.) wood or aluminum staircase to beach with the total of landings and staircases to be 157.1sq.ft.; and to cover disturbed areas with two(2) lavers of burlap (fastened), and plant American beach grass 18" on- center and/or indigenous vegetation, At 4800 Paradise Point Road, Southold Suffolk County Tax Map#1000-81-3-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 22, 2021 pursuant to which Trustees Wetland Permit#9862 Dated April 14,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing_dwelling decks,walkways,patios, staircases wood retaining walls abandon existing septic system and remove eleven (11)existing trees ranging in size from 6"to 24" calipers; construct a proposed two-story six bedroom dwelling with partial full basement and two car garage with a 2,977.30 sq ft footprint construct a proposed 603 72sq ft second floor deck; a proposed 18'x38' with P stone surround(800sq.ft.) in-ground aunite swimming pool; a proposed 992sq ft pervious patio; proposed pervious crushed blue stone O/E walkways (160 linear feet by 3.5' in width for a total of 560sq ft proposed±405 linear feet of concrete block retaining walls of varying heights-, construct new pervious 1 454sq ft of driveway and parking area for garage; install new I/A septic system for new dwelling;install gutters to leaders to drvwells to contain roof runoff; remove existing on grade staircase and cover disturbed area with two(2) layers of burlap(fastened)over the disturbed area and plant with American beach grass 18" on-center and/or indigenous vegetation; install new staircase approximately 20' north of existing staircase consisting of 2.75'x4' (11sq.ft.)top 3 tread staircase a 4'x6' (24sg ft.)top landing a main 4'x18'.3' (73.2sg.ft.) 20 tread staircase, and a removable 3'x8.3' (24 9sg.ft.)wood or aluminum staircase to beach with the total of landings and staircases to be 157 1sg ft • and to cover disturbed areas with two (2) layers of burlap (fastened), and plant American beach grass 18" on-center and/or indigenous vegetation; The certificate is issued to Anthony& Lisa Caluori owner of the aforesaid property. d 2 Authorized Signature 1 , New York State Department of Environmental Conservation Suiidin�-40—SUK,§Ipgg} rook, New York 11780-2356 0 Thomas C. Joriing . �( ! �, ComrrEissiorrer i �Do (Ja-i� f�,-".• Date: Dear Based on the information you have submitted, the New York State Department of Environmental Co er tion has determined that: 0. r�z r�5"z-j� I 7-14� Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 561) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal, wetlands jurisdictional boundary, as indicated above, without a permit. it is your responsibility to ensure that all necessaryprecautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation w .4hln Tidal Wetlands jurisdiction which may result from your pro ject•. Such precautions may _include maintaining adequate work { area between the tidal wetland jurisdictional boundary and your project (i. e. a 15' to 20f wide Construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. i Very truly yours, - Deput_r RegicnaZ Permit Administrator �w ��panted an rec"Ied paper BUILDING DEPARTMENT-Electrical Inspector 0 < TOWN OF SOUTHOLD W Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ®y0l� Telephone(631) 765-1802-FAX(631)765-9502 Temporary Certificate # f Wf73 Date 2 2021 Customer Name )&-L-u 0;Z I Electrician Name Address wv� �e j e Phone f Lf / e-mail e-mail Q 1 , Phone License# 15/ Size ' A Phase _Overhead Underground #of Meters—� Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F7777 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 d r ate above. Authorized by d o�pS�fFD��I'`,0 BUILDING DEPARTMENT-:Electrical Inspector TOWN OFSOUTHOLD �.. :. x. Town Hall Annex- 54375 Main Road - PO Box 1179 . o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ggerr@southoIdtownn aov- sea nd(&-southoldtownnv aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �� Company Name: �- R S � 'L-��/ C Electrician's Name: License No.': ., g Elec. email: S. G 1 (. i- e Eat Elec. Phone No �j� t 6 XI request an.email copy of Certiof Compliance Elec. Address.: JOB SITE IN '.(Ali Information Required) Name: ,1 D Address: 1Q4 Sn J. oco, Cross Street: 101 Phone No.: BIdg.Permit#: > 4!7 email: Tax Map District: 1000 Section: Block: Lot: r,IEF� ,.DESCRIPTION-OF.WORK; INCLUDE SQUARE FOOTAGE (Please Print-Clearly): Square Footage: r Circle All That Apply: Is job ready for inspection?: YE NO Rough.ln Final Do you need a Terrip Cerfificate?: YES NO Issued On Temp:Information: (Alf information required) Service.Siz. Ph 3.Ph Size: 3 D r� A #Meters.. _ Z . Old,Meter#. New Servic Fire Reconnect- Flood Reconnect=Service ReconnectedUnderground Overhead #Underground.Laterals 1'® H Fra Pole Work done on Service? Y N Ad'ditio' naf Information: i ''Pi4YMENT DUE, ITH-APPLICATION 8 O r 0 DEC — ?_021 n n , `0 �� S1�fDt,l'. BUILDING DEPARTMENT-Electrical Inspector . �G6 . TOWN OF SOUTHOLD cm Town Hall Annex- 54375 Main Road - PO Box 1179 . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrO-southoldtownnv aov sea nd(@-southoldtownny aov APPLICATION FOR:.ELECTRICAL INSPECTION ELECTRICIAN 1N.FQRMATI - N;(Al ictormation Required) Date: /Q- C � Company-Name: - R :S1 T .0 Electrician's Name:: 3.0; w,;a:2,� License No:: .,S?g ! Elec. email: Elec. Phone.No:- &III 's; ('request an.emait copy, of Cei•tifcafe of Compliance Elec.Address.: J013-$I NFORIKY AT14N ,(All Inforinat(ori::Required). 'Name: ;,y.G, Addiess: mo. T Sd Cross ;4- � . 1: '" Phone No: B109-permit#: .4/6 7 email Tax:Ma . Dis#rict:.. .4 0 : Section.. _ �Block:� 8# 1l=F't3ESGRCFTCON=O'F.INOR�;INCL�DL<S£2tJ�lRE:FOOTAGE :, :... _ (Please Pitirtt Creardy). S.q Cir*te AIi TThatApp# :. :. fs job ready#or irispectiori?:. YE NO Rough.ln Final "Do you need;a Temp.Cerfificate?: YES NO 1 ssued On E na#Ion: (AII inforrtiation required) cesSiz. Ph 3 Ph Size: oe _q #Meters.. l . . .Old;Meter#. Fire Reconnect- Flood.Reconnect-.Service Reconnected Underground Overhead #tJnderground,LateraIs 1 H Fra Role Work done on Service,? Y N r ion 'Info`rmafion: .- .. ' T�}Ua:MTtm-bPl�?LICATION JF �o` DEC - 8 2021 gilf �l,� -BUILDING DEPARTMENT- Electrical Inspector P y1 TOWN OF SOUTHOLD C3. Town Hall Annex- 54375 Main Road - PO Box 1179 . Ok Southold, New York 11971:=0959 Tele pl. Via: phone (631) 765-1802 - FAX (631) 765-9502 rogersoutholdtownnv aov--sea ndCc�southoldtownriy oov --------- - - -----=APPLICATION FOR-ELECTRICAL INSPECTION - ----- -- 'ELECTRICIAN INFORMATION (Ail informaton Required) Date; � � Company Name: �- ft Electrician's:.Name:. License No.: Elec. email: Elec. Phone;No:_!r &1 16 X 1.request an.ernail copy of Ce&fi1date of Compliance . Elec. Address.: �d gQx d c.� — S o u ,0 C- JaB SATE iN1=0RMATiON (Ali Information Required). 'Name: G p Addfess: :mo .T. S© cJ. Cross Sheet: A- `10y1 . Phone No: Bldg-P.enbit#: : �' `�7 email: . Section: 1EF til SCRCPTfi�N OF.V1/ORK; IN CLUDE=SOM FOOTAGE (Please:Print 0leafly). Square:Footage CireA�.t 7hat_Appy: Is job ready for inspectiori?: YE NO Rou h.ln g Final.:: Do you need a Temp Certificate?: YES NO Issued On fA P1Jrif 0"0bt : (AII information required) Service Siz. l Ph $Ph Size: 3.c)e .A ' #Meters. l . Old:Meter#. ew Service Fire Reconnect- Flood,.Reconnect=Service Reconnected Underground Overhead Underground:Laterals 1 H Fra Pole Work 4one on-Servlee? Y N cCditiohal finfom ation: ;y j _ ,f`rv( i417'Nf NT �U LtAT10N (D - 8 - - - -DEC 2021_-- -- — --- ----- ------ - �� e7 cs V PERMIT# Addr ss: Switches Outlets l GFI's Surface lie Sconces H H's UC Lts 1 W. �..\... Fans Fridge .. ..HW.. Exhaust f Oven ... W/D' : Smokes '/ DW Mini l �.... Carbon IVlic`rp.. _ :. :Generator . Co`mbo eboktop. _ ... Transfer' AH� Hood Service I Am ps� 'Have*. Used .Special: cp--f '07o, -. .Comments: Vd lT �. . �1 BUILDING DR:P►4RTBVlB=NT- Ele'ctfi sebr`' 'S$ . 1 L TOWN OF SOUTHOL a _ Town Hall Annex - 54375 Main Road - Plftox� Al Southold, New York 11971-0959 Telephone 6311`y 765-1802 - FAX q�' 9' ` =' - ro err(@-sot:tholdto%Arnn. oov - seand&SIR rkgflv: APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All tnformafron Required) Date: (o Company dame: G a ,S �^(,�'C( fZc c- Name: L> A R2 t E L_t_.t License No_: email: 6z l(ow o!_ a C_ . cj-a.� Address: o oai S - S c u 'tt�0 -r— Phone No.: :gh' sl l L JOB SITE INFORMATION (All Information Required) Dame: A n�i et L L S ,A L-U o 6Z t Address: 60 P 119 126 - dam' C>L o Cross Street: (Q, It V 1 641) Phone No.: Bldg.Permit#: 3 email: Tax Map District: 1000 Section: 81 Block: 61Lot: 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) DtQ eo-Q to F-ea- IJ t &_,�.STpCe 1E,VI &p^) 60wc,T-0,_) d:WTcam- A-r Circle All That Apply: t. Is job ready for inspection?: YES 1 NO Rough In incl Do you need a Temp Certificate?: YES NO Issued On Temp Information: (Ail information required) Service Size I Ph 3 Ph Size: A #Meters Old Rueter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 7::::o 2 �M PAYMENT.DUE WITH APPLICATION a �C) Request for Inspection Form.)ds oo t9 6, TILITY Test hole 8- 22- 18 P GUY by McDonald Geoscience WIRE Elv. 24.0 Dark brown foam OL v NX Brown silty sand SM ziP A 3 Q.4�J,_o Brown fine to course Q 6,sand SW CR/F QB py \ `6z aw a t'o c�FOi WA R ore ctrya C�R Q �� ?43� � 2 QQ TR�Sl Q UMU A Pale brown fine sand �� POLE ��rya �s ?s4, e �RFF CP O GUY �/� RE O 13, 4f 2S A 7S / a ° � � O o'- -Ste, wp�4 QQ� ryry ! / \ o Q g tV�O �i0PO eA°yo e 6 �3ea 1 �a P O`erexp. ?� z 50% e - 70.1 x 4' ?squid '�•- F depth septic tcnk l OOC gallons Ci'C�• , o' �1 h1 /a�4 rye. Q O�\ a 0 �Q- ry a e leochin9 C �' °_� 0 �O _ psi k o 23' ,�. O a' o�� ,� s wa Q S � a. Water in pale brown a fine sand SPL Q rye. QGaZZ T:s4- f Elv. —4.0 28' °° uTt POLE - ryy- L / pl C � fin' `° '/�� RQQ ry� / rt ato h ") `C- ' rya OJ --------- - - - - - - - -- — 6r/c V/ - - - c'' --- —---- - - ----- — -- YY _ _ `N l e /' �1 kp•• A/ al"pr 46 OZ ExisUng sonitory system to be obondoned to meet SCDHS standard; 5-120 ABANDONENT OF EXISTING SEWAGE D'tSPOSAL SYSTEMS 0 NYSDEC APPROVED AS PEA TERN'S AND CONDITj IONS ter ' PERMIT NO j J CCF4Jt��Ce u - Niz 5 a c 1 4- JUN - 2021 Frcncls C. Watson Licensed Land Surveyor 'c A copy of this document without a proper application Lot Data: Site plan for proposed house at described property, *t, = �✓` 4� of the surveyor's inked/embossed seal should not be REVISIONS r fiber 11614 Pa Lot a.en = 23,176.7 sq. ft / 0.53 acres Page 0003 SCTM 1000-81-03-03 considered a true and valid copy/original. Situated at `t REV DESCRIPTION DATE pray' house = 2,252.2 sq_ ft f cr `fir* V;,1��:; garags = 581.2 sq. ft. Southold �_ ''j; 1 add house & site improvements 1-12-21 Arec Lcrdward of Bulkhead = 18,618 Sq Ft Town of Southold County of Suffolk State of New York _ Y � F.C. Watson Land Surveyor PC -`Y7 21 Grove Place prop. coverage Landward = 15.22% �a �` 2 revise stairs, pool & walks 1-18-21prop. ove-atl sot coverage 12.239 commonly known as ,: +�> , �• � ,� !? Babylon, N.Y. 1'1702 fcw 328-3422 ph 631 677-3202 fax 3 revise stairs 1-29-21 �,e%{',, �x-•°c`;-�^�'a� ij�.�. �ywatsongts ,maiLcom Zone designat%on R-80 4800 Paradise Pt. Rd. FEMA — Zane X — Ma 36103CO167H Southold, NY 11971 �• f"'f�l , K it .% - 4 revise 1-30-21 p gni G!V s em: 6 bedroom house STATE EDUCA?4CN LAW. COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NO prepared for; •4�r BE CONSIDERED TO EEA VAUD TRUE COPY. GUARANTEES AND CERTIFICATIONS INDICATED HEREON SHALL RUN use )-1G' OX 4� IlaUld depth septic tank CQLY TO THE VERNMENT AGENCY AND LENDING INSTITUTIOFOR WHOM THE SURVEY N. PREPARED. AND ON HIS BEHALF TO THE 'TITLE GUARANTEES AND CERTIFICATIONS ARE NOT TRANSFERABLE TO regu.r 1750 gCllOn septic tank — 2000 gallon provided Anthony & Lisa CalOUri `~��- •-� 111 Oxford Blvd., Garden Cit NY 11530 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATIONS AND DIMENSIONS SHOWN HEREON ARE FOR use 1— 8'0 x 16' effective leaching 001 — y' License INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, ise stairs DDI •�.� ? No. 050786 SHEDS. ATIONS, POOLS. ETC...). THIS SURVEYOR WILL NOT BE HELD RESPONSIBLE FOR ANY CONSTRUCTION required/proposed. rev $(;ALt 1�g— Zd' NAVD 1988 Surveyed April 22, 2016 TILITY Test hole B- 22- 18 POLE GUY by McDonald Geoscien ce WIRE Elv. 24. 0 Dark brown loam OL v ,� ' vv Brown silty sand SM 0`ZP � Brown fine to course Viand SW 6 oa ° � a � Q WA ay e 014 unu Q POL A \ \ Pale brown fine sand �� P� Po<E � ° "SRF SP GUY - ;RE c 4Q 4Z 4f Q' 507L exn.. O 70p x th e IiQu Q dpt 000 ga:lors tcnk e ' ` o leaching o 1f* de ryb h' �_ Qj (0 / k'Oij O oa 23' �� \ "� a o`cAO ry>x OLEO O l a r o, �Q S >•9_ 0Q Water in pale brown �e-P �\ ,� ry \ fine sand SPL Q `" T"t h e y Q gJ O °` E l v. —4.0 28' ° �' / °° �? unuTY .J , Q POLE 4 0ht, L / A 01 oto s as °J • A es:d F 4, R O -Aq /� O al ter' to O� ,b6 Al , RAST � t � a Ex+sGng sanitary system to be \ �` abandoned to meet SCDHS standard; / 5-120 ABANDONMENT OF EXISTINGa SEWAGE DISPOSAL SYSTEMS 0 e leo�Ir \ Q �o NYSDEC APPROVED AS PEA TERMS AND CONDITIONS OF PERMIT NO/47h r Cj L,4_% JT! - 0 2021 i t t J_ Francis C. Yyctson Licensed Land Surveyor A copy of this document without a proper application Lot Dasa: Site plan for proposed house at describedro ert of the surveyor's Inked ebossed seal should not be RESIONS considered a true and valid copy/original. Lot areamVI = 23,176.7 so. ft / 0.53 acres Liber 11614 Page 0003 SCTM 1000-81-03-03p Y prop. house = 2,2522 sq_ ft Situated at t t2`• �g f cC�?�� REV DESCRIPTION DA`E garage = 581.2 sq. ft. Southold 1 add house & site improvements 1-12-21 Arec Landward of Bulkhead = 18,618 S Ft Town of Southold Count of Suffolk State of New York , -'� F.C. Watson Land Surveyor PC q Y y3Z;�./in _x_ Lv 21 Grove Place , prop. coverage Landward = 15.22% 2 revise stairs, pool & walks 1-13-2 f �j; Babylon, N.Y. 11702 prop_ overall lot coverage 12.23% commonly known as 631 328-3422 ph 631 677-3202 fax3 revise stairs 1-20-21 Zone desionation R-80 4800 Paradise Pt_ Rd. fcwatsor Ssftmail.comFEMA — Zone X — Map 36103CO167t I Southold, NY 11971 /ZUU-24 revise 1-30-21 Sanitcry system: 6 bedroom house - f STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NO `—_ prepared for; •• 1 `Sy"� alouri BE CONS=IDERED TO BE A VAUD TRUE COPY. GUARANTEES AND CERTIFICATIONS INDICATED HEREON SHALL RUN use i-10' 43X 4� liquid depth septic tank GOVERNMENT AGENCY AND LENDINY TO -HE PERSON FOR WHOM G INSTITUT1DNRVEY �sGUARANTEESAAND CERTIFICATIONS ARE NOT TRANSFERABND ON HIS BEHALF TO THE TITLE LE TO - requires Anthony',750 gallon septic tank — 2000 gallon provided 11Oxfrd Blvd.,& Lisa CGarden City, NY 11530 `' ✓/. ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATIONS AND DIMENSIONS SHOWN HEREON ARE FOR Use 1— 8*0 x 16' effective leaching 0001 — Icense INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, :5 revise stairs ��L, 2211 No. 050786 SHEDS. ADDITIONS. POOLS. ETC...). THIS SURVEYOR WALL NOT BE HELD RESPONSIBLE FOR ANY CONSTRUCTION reouired/p-eposed. S(:ALt ?9= ZO' NAVD 1988 Surveyed April 22, 2016 ZONING DISTRICT = R - 50 Gustayson/Dundes FENCE POST COPYRIGHT (D 2021 ALL RIGHTS RESERVED (SPACING: m 8'-0" O.C.) PARCEL - 1000-51-03-03 FABRIC Bm I WIDE ) -- - EXISTING LOT AREA = 27,4-12.33 Sf CONSULTANTS: 4 LOT AREA LANDWARD OF BULKHEAp = 23,149 sf LOT SIZE IS NON-CONFORMING - USE SECTION 280-124 EXISTING HOUSE BUILDING AREA = 1,512 sf APPROVES BY EXISTING GARAGE BUILDING AREA = 1,006 sf BOARD OF f RUSTEES to TOWN OF SOUTHOLD REVISIONS: •'L�i •.'\l` t t EXISTING LOT COVERAGE LANDWARD = 10.88 ' DATE DIG 6" WIDE eDEEP = `" ALLOWABLE LOT AREA = 4,629.80 sf TRENCH. BURY BOTTOM _ - I'-0° of FABRIC, TAMP ,,t: ALLOUJABLE LOT COVERAGE = 20 io LANDWARD OF BULKHEAD -v IN PLACE. AREA OF PROPOSED HOUSE LOT COVERAGE = 2,9-1-1.30 s f AREA OF PROPOSED FIRST FL DECK LOT COVERAGE = 603.-12 sf ! i 1A1 251 ; 125.00' 2 51 L T FENCE D E T,41 L AREA OF PROPOSED POOL LOT COVERAGE = 800.00 sf' A0O2 N.T.S. AREA OF PROPOSED SPA LOT COVERAGE = 64.00 sf AREA OF PROPOSED GAZEBO LOT COVERAGE = 100.00 sf STRAW BALES, LAID TIGHTLY END-TO-END, -- PROPOSED TOTAL LOT COVERAGE AREA = 4,545.02 sf BINDINGS HORIZONTAL, EMBEDDED 4" MIN. IN SOIL, PLACED ON CONTOUR OR AT TOE PROPOSED LOT COVERAGE LANDWARD OF BULKHEAD = 4545.02 / 23,14c3 = 19.60 . OF SLOPE. REPLACE PROMPTLY IF DAMAGED. QT) 2"x2" WOODEN STAKES, 2 PER BALE, (e r) c64 EQUIDISTANT. DRIVE FLUSH, FIRST STAKE FRONT = 40' REQUIRED, 42'-5s/g" PROVIDED _------- ANGLED TOWARD PREVIOUSLY LAID BALE, 2ND STAKE VERTICALLY. REAR = 50' REQUIRED FROM BULKHEAD, 65'-3314" PROVIDED r2ul' REMOVE EXIST STAIR AND SIDE = 15' EACH, 35' COMBINED, 15'-5314" AND 33'-0" EACHAND 48'-53/4" PROVIDED PLANT W/ INDIGENOUS PLANTS 7 NEW LOCATION FOR MAX HEIGHT = 35' TO MID POINT OF ROOF, 2 1/2 STORIES ; fQ PROPOSED STAIRCASE NOTE = Z i ' C SHED STONE BUFFER 195 :. �.;..ti�•• �-, �t � AVERAGE GRADE AT CORNER POINTS = 24.14' _ p ""� ' � TOP OF BANK � •"'"'"'t'�*�•�'�� INSPECTION SHALL BE FREQUENT AND t: V-^•'Ir�+tn�•, r.� ,v`J�. ti+r.a'a `.^Yip. ..k,. :;yti:,. :.}:. .�•: .y '_; ,J..x,Y j;ti4;_�.�1y:,.- ��.w�i Ml^�y,..'.'4�;Y• .�.:+e*: (��// �-m. .,., .�_�..,�.�•. 'M=":..>.-�..ti' - '..�:- >:.��'• x. ~'°`�r...'��,�..�, =�.5 y, '�.�.'. ��;t- •Ax '� 1:�°.w'�'��-��. REPAIR REPLACEMENT SHALL BE MADE - MID POINT OF ROOF TO AVERAGE GRADE - 32.46' il.. �x' ur�' 't..L.^tii='•.^�•.•y ,i+'•3•`i- .+T:•; %.^... ''v'.�ti•. •:, 'ice .,t v?'. '.} _ Z E p ,7.,•+<y':�?,..�i'Y. +4�.✓ .�. 't's"i;�c�r''J�:•u.+�`ti�. > •:�.•. u` �r •-•� ,.� fa�1•r.C'(. �-. i'' tS" 4< ?}. 1.,•.y+i.:~%i 1.4 J r..•r �.�r �` .va,'>r .L.t ,y., NLS r..h.'J.!1 h.;+s. {:}:>. A. }ril�K;.4:.��a. 9r%' v.. ..sy;l~^+ly, y!.�<''�`a �,p,;.•oi_.t ;�?.-. K: >'��`iSs�.K Y:TS,•.. �..r,e,�:?c•:•v�'V's^YSr,d j,a;�.w•r.:� ^.�,,Y „r w'f ti:J•J'('�'-1'.:�:..R`.t ,��-n�"��,s�yr> r•;� ..� �-;,i..r�.. -1.:,.- 4�' .�: PROMPTLY AS NEEDED. BALES SHALL BE c!J s n`.:•i'•...a .}.1;,. ,.r-:+•i�:. t,.:,v,A�...-�., }rati��s,:;�•r,,. ,Sy �•� i'r'•�.r•,i•.t�...a;":••s'4"+.:,,,•?.T^{�:•_s.�.tikf`...r�•.i{. •Y';�.�i iii• S�>r;.n: '.r 1'1 .;'„�.ri.`.'�. �,ry.�`-?• �•r. •...�,i�.��'+.;,;,'�.;.:K.,�„{„-Yf., ..:.�•y;�R•�; K�:c.,s'rf• _:SaM-M �>»�.«'y n. ''�_•�a.+r� t::v>.•a�•m _..';� h "`ti. 'ar.:,�•.� O V 1f1 i.^�• 4•. Aar_', S, fes_ ... ,. Yw., , .^ ---iii---,,/^� :• 11�� .,=:. .<.,•�,�::. -`�• '�_ :,�.... {{J..�• �.•,;>r�•.;:'��;�;.:,`:': .s.,.� .:�:��.• �,.>>. z•��-,��;�,:�..�;�X ;-� ;�''• REMOVED WHEN THEY HAVE SERVED THEIR �/ V/ J$.':'4'�i::kf..,n,'rS'�i� H`,• �:1` '!•Sa,'.: }'' '. is r. '^!r .'a 1F r,k.(.. ti L'ir• alr:!1h-`�.. X''.'^:'af"•."• 'S.k•;'P •'!•'�'� ,'cf':•�'•'r {•t.''Jy A. ~ .. lL Y !.�! uv iy f a gz...J..!C.� ial' 4i :� r r� .r�iC r�/�.aly .r•:,,a�`',P71yS: 1C �ifrr,7,K:neS..4:• {i fya.4�,�,:y iY,•i\, r.a. `' ViZC,:S .n..` t. �"h a. USEFULNESS SO AS NOT TO BLOCK OR �'d• IA- .,<'i .}.x.`+11-+'�, ?i..�e1 `'�.�: fy:t� ,�rs�.?•.,+"`Ga11 � :�:�:�Y •y.;�'k�.",~'`J." .. - vx ff.. a: � . ... :.4Kn.._ '..•.�''�_ M' ;r;:C,:•.,sed �. ,a•v. .e r �. � m - - - - - _ - 101 CRU6H50 SNE BUFFER IMPEDE STORM FLOW OR DRAINAGE. pQ Lu I— 113' ' •PROVIDE STRAW BALES AROUND STOCKPILES (TYP) X (L U� dLU N G •4-'--�', I i/ _ O U DL AZEB 20.0 20.0 12 J T RA W ;..,s,'�-�c L E \E D E T A I LCID n Q w A002 N.T.S. p LINE OF I `n 34.00' EXISTING HOUSE -1 �8` X 38' POOL 3: 29.08' © 29.08' TO BE 8' x 8' 10.66' DEMOL15HED I . _.. ..: I c4 SPA 7a2 - `n 20.0 I CRUSHED STONE I WALKWAYS UP let FLOOR DECK 133''01 _ 203 0 1.661 2 .9 � ITO 6' HIGH CONSTRUCTION PROJECT NAAfE: 1 FENCE WITH GATE 253 uv- REPLACEt SENT DWELLING I I CALUORI RESIDENCE I 15'-53/4" , 265 cn I 4800 PARADISE POINT ROAD LINE OF I O EXISTING HOUSE I = SOUTHOLD, NY 11971 TO BE I cp GRADE 1725' DEMOLISHED i NEW W - - ELEV - ® O DRAWING TITLE: DRIVEWAY I NG , SITE PLAN, ZONING - - -- 232 " INFORMATION ANAL�'SIS 25B 26 ! AREA ANALY516 -- 10.00 CRUSHED STONE TO E T H USE ( _ DRIVEWAY WITH \� \ POSSIBLE FUTURE`' L . . - . - .- .- . - . - . ® 23.25' X 59.00' = 1,311.-15 5f � PROPOSED BELGIUM CURB STONE cMr� CIRCULAR DR \ �. SEPTIC FIELD •_� �� .�� L -____-- B 10.66' x 15.91" NEW WATER' ' LINE �\ 1 C 34.00' x 2.33' = 79.22 sf r X } x I REQT) SIDE O . U L _ 15 -0 - ! YARD SETBACK 44- ............ � II DWELLING YARD BACK 40.50' x 29.00' = 1,1'14.50 sf 2,9'x"1.30 sf QID SIDE � lu 2 3.2 5 x 6.91 - 160.65 sf ..\�j. ,�. \\ \ O {•�„ + e'-d p! i is f - 1.66 x 13.00 = 21,58 sf v Y . rw O 55.15' x 12.25' -t-i'B.22') = 603.72' sf REAR DECK PROJECT N0: 603.-12 sf 2039 � �, � A D I S E P O I N T R O A D scALE: �H 20.00' x 40.00' = 800.00 sf POOL 800,00 e f REVISION NO: © 5.00' x 8.00' = 64.00 sf SPA (o 4.00 s f ISSUE DATE: '� �� JO 10.00' x 10.00' = 100.00 sf GAZEBO SEAL: MAR, 24, 2021 ii _ i i1 N TH 100.00 sf DRAWING FILE: . A002SITEPLAN A002 SCALE = 1/16 - 1 -0 TOTAL AREA OF EXIST. LOT COVERAGE = 2,518.00 sf DRAWING No: TOTAL AREA OF PRJPOSED LOT COVERAGE = 4,545.02 sf SCTM 1000-81-03-03 PROPFRY 2.3,17675E in 53 ACRES) ((rp PROPOSED HOUSE 2252 2 SF PRO°OSFO GARAGE SR13 SF t Q I AREA LANDWARD OC BULKHEAD 18.6185F PROP COVERAGE LANDWARD 15.22% PROF OVFRALI LOT COVERAGE 12 23% a► i , 1 n�V «.-yuwruI ZONE P.80 — N 44ww.n-_°00'0011 W 225.993' t! r ' fEMA20NEX(MA-3CSOX0107H) ,JIM DEERKOSKI.PE phone:(431)290.7116 ' '� � $AN TgRY68EDRO0M NOU;F 1aPTF5 AND IDUND`+RV FPaN<Sf N'4'Sf.Y «� u.. ..�-,• '....';.:, -l `� LICn,5TD 141.15 1P•rrDR� SUN'JLYkC AP-IL 17,70.A - / g Q ry .... HOUSE /E', I F.74.D 4 nAnR PRMrN koAu PECONIC "I` pA`/ b $ - - - r OL "� I L N� fV Ib,,; IROV:N SILTY SAND BAY p I I°N Chi «. - - - r sM � ..,,,,°I I g fv Q GARAGE ' COL.PINE TO OVRSF SAND - 6' - PAIL IAMN FINE SAND SP �-- - - - 21 „MJ \LATER IN pAIF J / N I IR=N FI\f SAND W � S 44°12'00 E 215.000 �..--------" SAI FL Aa 26' SPL 1:rnlD:Ara+'e�"Carl- �i-7F/ C'I4A.CerE a +n TEST HOLE DATA s�-s Q w c W C4 ' I J M4DONAlO GEDSCIENCE 1"I ForlinziApCfcv,1- useFormF rte��• DATF•A'72iMls Q Fri FCjy "� 0Z a WA SITE PLAN SCALE •:U'-J' Ju uY�.o uAc A.x � O � ✓ — DR'wnuiloN ro+, 6:PLlN< nTt° W pPA -'I,I/YIII Ii.i-� lure u,galairi�� O � NMOM'MOlMall L -14!-7PbA!*LiLeLR-wl1-�° °T- iWM-RIiM'! MMYw/RMwA*IM°60IYkALcmYP° lgPsslP"en±wx4_omu/y>/�/ mw+uJe«alrvw.auxrAa.mlsr.�pAw S!'at• CJLTMk75iN t4tl - , -_ _.>.o' >,w E+ rt ,.....-�/.'.7'.. J u ` V 0!}0I .,..,� ,gx � AORtI1mrvNY aruATtueP �rq.:mi_ �? 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DRAWN BY;JD Crt!RtS^_RM_ mra .p u I n _ 3/9J2021 � �� NC0.Y.1<Or1•'S0 FW I SCALE;SEE PLAN �p�—// ROR,OTY PYpI'W RAMGrY:r,1ooYLLOM 1L Q( IR.fI®G ` -=^E'J1L4R17Q'=°' MxtpCNACJM ImoNlaw molar y Y SHEET NO: SINULAI R TNT-750-800 — \.ti>p o{ _ 0 V) Vl N n N, 0 7 C) ODn Olm 0 "'• No C Y 0 zA�p�z f�p9nnj<Om��OH�DDOO<a�A<CA aIm�ANoD� wJ WN 0 7 N� ZzO � ..O 1Sf1 AIIWd3 3NHO83 f 8 3 �: OO, 64 /l >NO C , 3/N 0CC Q A0 ymA� -µbpOy >.,AmO I 00 ,pZODA D• p;ympZ� I Otn m L^ms mFm m W GJ ODp OZOZ-mZpNmN :3n v.,. , �C /Irl/ 0 A <vmp�c>icmmxio O N• o r- ZrNO z D ,gNmzZA�"�� N N m Q PZmO n =NOI-z1%j<�,T-jOD> 9 -+,-0 v Q c,�mc 1100'9ZZ M„OO,00.V-VN 0 =poZpZ��Amo . Q �0 0 0K OJ N ;2 z D �^m o v a o X T a)(/)m D h sz•l nnv aoaa,o i. Z o o W �J AA N�mmgy>1alocZ O N {mmZ v of ?z Z N ADO1p DZI�ti7 cr, gmloEmOpoo A 7 Q Z DOpnrz F>IO D � 0 Zm0 O v/ zm0z Z>,-i 0) ozaoloo�£c O mrd o N . m z —(n mzzoOimoA ;U>m I Q cn mn>�jzxo,r 1J mZD xomz2?oom< OCTI p N x Q ti mNma' mzN m n Z >C1O '4 N ,g°> D O N z mcciz0Aa�m�S -q - _0 0•L Ul D ,v 81 C = o n O ZZ AN�<CONy m m 1 iOmOZ <ICD p M mfma OND�Zm�Z uui D O v D zzczmr><o N D mo>mp�< z c nm9m go§�cmi �n N Z=Ag �pm� az cn <o'o� m�Dz V O m z I I N 0 Z'Z 6'04 r> 1 0 0 C. o<ol�rn rN I I O C 00 O O O O ,-:Q C N o3 �� m ('� 00a so3 ho ao II' Noo ao? o ::F arno O Zp.� O CL O -'� a x O In 0 CD o so to fD CD o N o' O A m n SO O 00 .. C C Gla (Drt O av3 wm M OOM 2. ? 7 Q N F.YO 3aN3!3UM,f �O c O 1 isn81 83L13HS 1I0380 Z31ENJO 0°- 3/N O om 5F co N 00 0 I v O G1 CL rt Iv N O p W-0 ( n v 1 rn ” DL CD m i O � 1�` 4a C) �� C.' 0 L� N 3 v � Z � �. 4- O 0 (n aPO O O -� CL v 4-1 0 V) co ch ch ° 0 0 N/F -00 4- CRIBLEZ CREDIT SHELTER TRUST 4-- 0 ° 0 � W WFE FENCE o.4•t N N p b �p �0� ry �� C p c , `N Z O WOOD W BULKHEAD gad O C Q) = V 00 U O ^ � 2 0 v c 0) 'v ♦.; •0 c 0- D1 :p v O 'x ° c: •0) >- ° .. Od v � (n >vZ cN po 15.5 `'-' c v O_ 0 N • �� N � O Off- p pN �- 40.9' 2.2 � J •tia (� H0 U 4-- (00 n LL- r-,. 0 V) rn N N C zO N O zz�w Za w}. 2.8v 7 ow in w5 55 m z N^ 0 7-ic: C% NZ>p� N Jaa. W o 1OLL .v Q WOPN 0 a ++ 3 ccoo ° oirmZ�U)iM< ,N LL a- w W FW051-w�W z o 0 rn Wzz a C +°+ _ � O-° JQp� F N LO 7.0 v �- 5; mw<WFZow WXW Q Z w0(� Q Q0 MMOFo ° o N (�tx o, Z UU) cn 0 ° {/ tV L >-Wooz 'N� ZLL W W .. N N Q Z W [L �;Fuw 0--�Q U w CL W) 1 }� W Q �vm=p�zZ w °° u35.6' O '� N O Q Q O LLJ N3: -azmp z O Q O W � -�ZQQZQ2 z J Z (n Z �o�ow°zQ Q p °QN?aZ°o a Wo QN 0 00z� Z w W >- (n N OU ooazzMjj -J��}w ZV Z N 8 WDDD FENCE 1.�'t N a Q 2 0 m O 0 X _ °w N F N Z<Z OO W� Q ao ° > » Z) O F- U -0 I\ D..- .D QQwu>-ANN °Ntn N 44 00 00 W 226. 00ft v U 0 J ��NF��ZW N�, W z Q Q N N N E ocn0WWWQ� ° � .� U ZYmV(�Q�° m^m c ( -J Z 0 N 0 Fow°W �-° i° oQ2 � — }' d- N � Q}Nz z°zQ OW W F- 0 Z � wocn�wwcnF- W< o LL > 0 � � <W�w mm Xao °z Jo oQ O af - 0 � C N � 0 °w��a oz<mao 0 N cnWWOO Q N/F (n j 0 P7 CO ��, oo°��}.Q° ° viv F & J FROHNE FAMILY TRUST 0 o Z . U II �NzooZOO z oD U Q< 22 U r' II U zowom2wz� zoo Q .J vi Q LL N m (0 (0 4-1 DUOILOOO o<0 � 0 4 40 c o � V) CK).v s (! 1!. c AW U p .__I LC) J U 'OO ° z LL- a z J UTILITY Test hole B - 22 - 18 POLE by McDonald Geoscience WIRE Elv. 24. 0 Dark brown loam OL v Brown silty sand SM �� 40 ' 3 Brown fine to course P -��°\G ,sand SW e 04 f ,, W, 0Q1 A, L� (,-�• sto ��i� ` V e QA, u6zc ele2l/ F MA ER �o\^ �4 0 04 4Q 4q y- UTILITY EMH �POLE brown fine sand \ 6 rS P \O tK WIRE (�s R� S RF Qg0 ° seg kJJ N �� - 9 , ryh. she /e tO^ } 6• 01 a s o 0 o°h�9 aee V o c br /O _ 10'0 x 4' liquid q 10 J 50% exp. depth septic tank o \� O�� , 2000 gallons ry0' O� tij1 �-� 6/°c �• O� � Lry�• nj1 � Lry o U Lq' ^efol o leaching po q� �'- I- 23 o• Ql O ^� LE h c 0 Ai 0. Water in pale brown �-P ry� fine sand SPL QP °�' o ao61 ° ' �ry Test e 06 cryo' o� E I v. — 4. 0 -1 28' 3S- UTILITY POLE q1co �^ 8• M �h ° oj, ^�- k: a Qr L`i' J .. oto ar 10 o°h�9 ereeA ,o° 1 0. / 0s o 1 A t0 41 N . � T >S• 6 � s• tS 4s fh �� 64/�h L�� F ' sf '�� 0111, ea a � O Existing sanitary system to be abandoned to meet SCDHS standard; 0 5-120 ABANDONMENT OF EXISTING p D SEWAGE DISPOSAL SYSTEMS Al •O J Lot Data: Lot area = 23,176.7 sq. ft / 0.53 acres prop. house = 2,252.2 sq. ft garage = 581 .2 sq. ft. Area Landward of Bu khead = 18,618 Sq Ft prop. coverage Landward = 15.22% prop. overall lot coverage 12.23% Zone designation R-80 FEMA — Zone X — Map 361 03CO167H Sanitary system: 6 bedroom house use 1 -10' Ox 4' liquid depth septic tank requires 1750 gallon septic tank — 2000 gallon provided use 1 — 8'0 x 16' effective leaching pool — required/proposed. Storm System: J.1� � ' 0 2021 , Total Impervious Area: 2933 sq ft House & covered pavillion x 2" rain = 498 cf storm water storage req'd. Provide 2 — 8'0 x 6' deep storm leaching pools Francis C. Watson Licensed Land Surveyor A copy of this document without a proper application ®$ C of the surveyor's inked/embossed seal should not be REVISIONS Site plan for proposed house at described property; ® considered a true and valid copy/original. Liber 11614 Page 0003 SCTM 1000-81 -03-03 ' �4�11Situated at p REV DESCRIPTION DATE SCO ou th of d p F.C. Watson Land Surveyor PC 1 add house & site improvements 1 -12-21 Town of Southold County of Suffolk State of New York 21 Grove Place 2 revise stairs, pool & walks 1 —18-21 commonly fowatson I�sC�Dgmail.com known as ; Babylon, N.Y. 11702 0 ® 328-3422 ph 631 677-3202 fax 3 revise stairs 1 —29-21 48800'Southold, daradi 11971 4 revise 1 -30-21 Rd. fcw � STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NO ® �+Q� BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES AND CERTIFICATIONS INDICATED HEREON SHALL RUN 5 revise prepared for; L/�[I�l� ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, 3-16-21 Anthony & Lisa Calouri GOVERNMENT AGENCY AND LENDING INSTITUTION. GUARANTEES AND ARE NOT ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. LOCATIONS ANDCERTIFICATIONS DIMENSIONS SHOWN HEREONAREFORLE TO 6 revise 5-17-21 111 Oxford Blvd., Garden City, NY 11530 License INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, LOCATED SY THIS; MFTHQD-No. 050786 SHEDS, ADDITIONS, POOLS, ETC...). THIS SURVEYOR WILL NOT BE HELD RESPONSIBLE FOR ANY CONSTRUCTION 7 add storm calc and leaching ools 5-28-21 " ' 9 p SCALE 1 = 20 NAVD 1988 TSurveyed April 22, 2016 KIM JIM DEERKOSKI. PE phone: (631) 298-7116 wry r a,trornx rwnr+rtusr 4GSWtfErQ MJVEKrYrEEE A6AN00+a TO WErTSlAVAXr. 4-11fAl,WXNT OF tV17W 6 E*,-A6f CUPOSAlV]tnaQ' y gnu= I a � +s'ru mr�wcM P ` ` N 44e00'd0" W 225.993' k -• 1 `t`'',`,�,.-;�� I .. - - --- sin' �• _ 00g......f LP 1 /1 i • r i 1 Sh,a st O O }..� w 0 O O O 40 P.Ef.M1Y157/JMl f, 1 VAIi0EE0 I [ -1 L, !.�+[ W ��1�j N mmccnuw �7i:7L1 3 j;i:P t se'x1r HOUSE '� , / !�-1 O /ECRJlIEO PppE CILY, , Q / t PECON i! wVSVCE 0A -AUC RKtipBAY MAWsn ; 'V^J r'1 Cw/] YF'i d , ry d GARAGE F to cc �"+ z Is l �� W a lit N • E O a W w©AA 1-- 'I �"1 -V-r•. V J f i! ou�u.Enr S 44012'0011 E 215.000' SCTM 1000-81-03-03 �,a, W f%B1EZ[VE[VT M(+N+Ilt�.n Acsiucnru %loucw,ra PROPERY: 23,176.7 SF (0.53 ACRES) - ^ PROPOSED HOUSE 2252.2 SF DRAWN BY: JD PROPOSED GARAGE 581.2 SF SITE PLAN AREA LANDWARD OF BULKHEAD 18,618 SF SCALE: 1"=30'-0" 2/7/2021 PROP,COVERAGE LANDWARD 15.22% PROP. OVERALL LOT COVERAGE 12.23% SCALE: SEE PLAN ZONE R-80 FEMA ZONE X(MAP 36103C0167H) SHEET N O. SANITARY 6 BEDROOM HOUSE METES AND BOUNDS BY FRANCIS C.WATSON LICENSED LAND SURVEYOR SURVEYED APRIL 22,2016 ZD I LOCKING HDPE COVEA 10'POLYGNL TOGRADI � JIM DEERKOSKIP PE 0ISTR18UTICV YOX �°"" phone: (631) 298-7116 �1�OTLT)rZFrIt—�OCiU' 2J� PROVIDE SPEED LEVELER SCREEN rs1AROOAL i?"+ry•. ON EACH OUTLET FILTER 13•TH+CkUNOEACRAIN 4 ;nL FILTER MAUMAL'YPC 1 rf 3'SCH.404"SCH.40 NSTR13UTION EOX +N NXr•u•row•x ra.I IPVC4 OAP BECIlON (LECTRY ONPMAGRAM _ r RVOT 70 SCALE) • i V 40130 VOLT,10 SERVICE TO NEW 30." NCRWECO CONTROL PANES IPOLE EREAKER RY _ 3113./t7 GRD IN 4' 1NCOkVwl SFAVkR 1 REDUCERBECTION PVC CONOUST 300w u.taonaovaTs 8CH.4 R TO CONNECT TO IV00.W C0 ! �� 3'EER 40 UND PIPE TO RUN SINGU/rtR CIRCUR UNOfitORWND ANC CONNECT iNom"Cal UNG EREAKE4 METER TO THE SEPTIC AERATION AERATOR C014T1OL PANEL _ CHAMBER CASTRIO AIR J A VENT W ASI EX.CAWNDIII NOSE: • '• • Q� 1).EU0.1ED ELECTRICAL POWER w V O S E"AFF CONDUITS SHALL E E A MW MUNI PP OF 241NCIAG 4ELOW GRADE. ONAOR 3).ALL ELECTRICAL WORK TO BE 1NSTALLPER 8CHO9 PER►ORMED IN ACCORDANCE ' REOUBtEMSNTS WNH NIC. EO ba 1 ................ tEp G& "Js<.• "T,71" /'� A EFS 4UcrPicnL CArnocorwcno •;rx'srx:ss �,.. ••••• 1/rte\ Fr"�'� a Erb JOLUEcorrrtolre}PrnLnrlwuTFlt ++.+.» ..... i VJ W TIGNT CgrMAT IrH Hd1MPCV •,.r.iww-ww.."�".r....w_sw.r �/J Le(.NrMFM �rrte avrwNrwmrovrEL.za.a wDARK BROWN LOAM C - 11 1/agLrGxx O{4 rT fW1141 pO} Nv, 7 BROWN SILTY SAND �rJo C :;EO a 1'lyr.N 4W. O — — — 3' SM rN. "mil� 00 o DROWN FINE — — — 6' COURSE SAND SW INv. NORIVECO TNT 750 i E00 00 I 8CFO rcuN+ rcilm rwRca,.P Sew Cao-A u.nsr,ron HV, m w L1 w PALE BROWN FINE SAND uaUND WATER D SP DRAWN BY: JD WATER IN PALE 2/7/2021 BROWN FINE SAND EL.4.(Y za' SPL SCALE: SEE PLAN TEST HOLE DATA MCDONALD GEOSCIENCE SHEET NO: DATE:08/22/2018 JIM DEERKOSKI, PE phone: (631} 298-7116 ALTERNATE METT RFAIOYMM NSPOCTION COVER WRH AERATM MOUNYNO cAIITrNo ANO Mr.M RACK nn!Ml"FLAHDE oLr+QrAi NOTFs LOCATION O"ARNTA"04LY APPRO08EALANTCR "RTO *MVNWW BYBTEMLOCIa10LlI0B m MMMLAIR•MRATR d MM AND co" ACCOMWINIMOPIMTINGM BINGDEVCE CAIRM CONNECTION MINIM ON!00 kWUM OFF. EYfl --- -;kQ ItPAUTMOUGH04MXAW PLW 1 -- --TT---- --- ----- 6 FROMNIlTNVERTTootTTLETNYERI IB POUR""m MIXT NVIMIB II I( t III TflB11RNO"UNMOIfTANKTOP, 19 1 11 II fA 1 d e. it ON OL9e w MitTAL1ATIONlf,111ECJ1Ef I / I- � J •O• QO RS[IISMUiT/[U6EDTONRENO A I k J E 15 A o Q e. N414ElIC•81fBr19*TooA MOUNiNO oCUTINGTOGRADL COVER ON ATMENf OPAMM MUBTBEDEVELOPg/TOWRYMI rpwAgTm LMC 1 !1 1 I j 4.OlA GI ER EFFLUENT LI S TWELVE"=a OF GRAM �w L ----JL---------JL- ___ =- ®TAW RI IF ROEOPERA016M IL PRlTREATMIM ®IINAdVMLE ODVDIq ON R>�WlBolt NO MA OOVER °o Q N M CM OF rlIYENTY-FINE POl1N0ll ^ ma"TO PIIEVENT UtMMH0nmAOOM F•�i TEM TION FNALCIAIVFIOATION FLAWMAISMILY 2=10= U-1 u O ELECTRICAL REOUIREMENTIL z NORWEfA FRfBII AMT VENT ASBEf�I V PLAMVNM OPCHLO L CHLORINATION YBTAI• MMM AIR•TANIC OURET COIIFLM BNOIxArL• CHWIgNAT10NBYBTEM TOPDYAETERF.FRAIlMUHE THAT 11 OPTIONAL B10 NEtRRAIJ>'�R• 6gdaNtrlC'iriTEM OIECM_MIDR OErAL_ "'^"'�IMS SIMM d1MM AND Ie n 0 O� APPROM FCR USE N CONPOF MflY !�! veCHLORINATION srsTeA WITH THE CONTRACT DOO MOM Q W AERATOR MOIINTNO cABTINI� BIOdoNErIC•BrfrrmMowrw PAM CAaTM AND OOViR IINDEROROUNDPOWERMPR.YElfTRNJCE MoUNTraCAIiTNO pow VAlA=rJNTINGAMDkBTCA z AL�TION I I I f II M MEIING HM KEN ONTHATEOMM AND M w 004CNETIC•BYITTEM LOM4 LUQO APPF47AD FOR USE N CON►OFvMy r F�1 ^ SEALING DEVICE I I I j wmI THE CONIAAOT DocUTAEIfrS. W H Fa-I I I I t DATE' Aw/ O eocvENrwEID O P-I i�•1 ' :� CONNEOTION f- I r w -± lU 0 cwncAL ON�N-r O 41MAMETEREFFLUENT UNE 1 r H.r-r O I I ' 0 r-rQoCABrINO PICIG{Jr O II I I I i r Y•r GROCVE.TYPICAL �` f!s iI 3s rr��gYrgM ar ee' C=E3 Er r--- �- —� --- r w PRETREATMENT OHIMOM Nc>`KIIEresysT9M r a. I 4� r wEUEUMMTRANBRFRFORT CArTPNML CLARIFIGTION CHAA�BR OUni rwowEW r f 1K r CHAMBER TRANSFER PORT PAM" .w�. EXTRIDEDAMTIONCHARIBM BECTIONA# M06TATID•8LIID=ftM11M NOTE:TOTALBY6TVACAPACTTV /ADOOMIM r a�nir.M" RATED CAPACffV%000AILDWMDAY • SI N U LAI R TNT=750-800 DRAWN BY: JD z/7/2021 SCALE: SEE PLAN SHEET NO: UTILITY Test hole 8 - 22 - 18 POLE GUY by M cDon dl d Geoscien ce WIRE Elv. 24. 0 Dark brown loam OL v Brown silty sand SM o �` ro 3 ' \� ,a Brown fine to course O l a n d SW O aol ^' � O `sheo• 'V =� / Qy (46/0 Q A` WA R of A:) /• M ER P `VO `•se��ce �ry NO er SyF< 2O o0 Q . UTILITY EMH Pale brown fine sand ` LP POLE S P O� GUY �, , WIRE O ry� �� O 8 4 °9 R� o~`she o s' /� L a S u chi`)9 deep � 7 eo ® O c ro -------------- 10'0 x 4' liquid q 1 �- O 50% exp. 0 o depth septic tank Q �Cj G2000 gallons M, /oo W 01 O �ry0 CO ``L°• /� redo/ ry c ^. rya' nj1 .0 �- �O ° �" s'0 x 16' de rye. h ry Qi �O �` ��cko o �y1k `. ° leaching po qy ^�'- r '�' Q J oi/ �. o 0 2 3 ' �O, �ry ry 0 Cr`/0 0 F LE p .p. C a Water In pale brown e- QP °-� f � a fine sand SPL �ry� Test e 10 o QaQ `ry° p E I v. — 4. 0 - 28 ' UTILITY 3s9_ Qo;°c 2?0 POLE -� •mac O �^ ie to + 6 0 ---o O� O (7 0 e L °hi,9 Aooe 7 A 6J h ooc ty / S ,4- �J6//�N��/q�O�� /, ,•e�oi' bio � �•e� r '�// 2S W°� Ai ho ►vj S, O < yT >S, • O s � ts4S �h , � � 64 "�' F sf � o� O Existing sanitary system to be abandoned to meet SCDHS standard; 5-120 ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS °j ^0 m •o J� Lot Data: Lot area = 23,176.7 sq. ft / 0.53 acres prop. house = 2,252.2 sq. ft garage = 581 .2 sq. ft. Area Landward of Bulkhead = 18,618 Sq Ft prop. coverage Landward = 15.22% prop. overall lot coverage 12.23% Zone designation R-80 FEMA — Zone X — Map 361 03CO167H Sanitary system: 6 bedroom house use 1 -10' tax 4' liquid depth septic tank requires 1750 gallon septic tank — 2000 gallon provided ,��I;; 3 0 2021, use 1 — 8'0 x 16' effective leaching pool — required/proposed. Storm System: Total Impervious Area: 2933 sq ft House & covered pavillion x 2" rain = 498 cf storm water storage req'd. Provide 2 — 8'0 x 6' deep storm leaching pools Francis C. Watson Licensed Land Surveyor ®� �� A copy of this document without a proper application Site plan for proposed house at described property; C. of the surveyor's inked/embossed seal should not be REVISIONS Liber 11614 Page 0003 SCTM 1000-81 -03-03, G`S MI ® considered a true and valid copy/original. Situated REV DESCRIPTION DATE Southold k 1 add house & site improvements 1 —1 2-21 Town of Southold Count of Suffolk State of New York F.C. Watson Land Surveyor PC P y 21 Grove Place 2 revise stairs pool & walks 1 —18-21 ' P commonly known as Babylon, N.Y. 11702 ; 0 ® 631 328-3422 ph 631 677-3202 fax 3 revise stairs 1 -29-21 4800 Paradise Pt. Rd. fcwatson IsOamail.com Southold, NY 11971 - 4 revise 1 -30-21 OS07 6 STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING THIE LAND SURVEYORS EMBOSSED SEAL SHALL NOT prepared for; �� Q� BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES AND CERTIFICATIONS INDICATED HEREON SHALL RUN 5 revise 3-16-21 Anthony & Lisa Calouri ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENT AGENCY AND ADDITIONAL INSTITUTIONS ORESUD SEQUENT OWNERS. LOCATIONSING INSTITUTION. GUARANTEES AANDND CDIMENISIONS CATIONS SHOWN HEREONARE NOT AAREEFORLE TO 6 revise 5-1 ?-21 111 Oxford BIVd., Garden City, NY 11530 Icense INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE USED TO LOCATE ANY NEW CONSTRUCTION ( FENCES, No. •050786SHEDS, ADDITIONS, POOLS, ETC...). THIS SURVEYOR WILL NOT BE HELD RESPONSIBLE FOR ANY CONSTRUCTION 7 add storm c a l c and leaching pools 5-28-21 SCALE 1" = 20' NAVD 1988 Surveyed April 22, 2016 I 3 Sanitary system ties CR BLEZ CREDIT SHELTER TRUST MO S44°12'00"E fe. 12'8 215.00ft " "B" N FND. structure "A0.1'n 6' metal once 4.6 22.4) S1 16.4' 14.4' 24.6 .. wooD wA + BULKHEAD O M S2 19.1' 17.4' 5.2) v S3 21.2' 20.6' (25. crushed O1 E 11 5.3 shell driveway S4 22.3' 19.7' v M i"' (25.5 stone slab path S5 30.6' 29.8' N 0 o OJ0 0 00000000000 (23.4) a S6 46.0' 42.0' In 0 ED ED 0:0 S7 42.0' 44.5' N X000 N ED^ 15.9' (2+$) 251 r .1 23.0 re. w (21.9) O 20,1) ( > 4- 0.7' s `° WS a. o (2 1s.s 4- II 1 ws • ws DverhDn \ , a; SS !!111I v 0 I�JT IL li 4V{ ; C� 40.9 1 \2 2 r- water meter Q (20.0) (20.0) ' MAR 2 7 202 , (30.6) masonryED t m (4,� ff30.8 2tely frame patio c go, fir elv 26.7 17.6' �u a On bsrnt fir elv 20.5 0$ a ridge elv 63.9 o c, !F-1 X30.1' \ #4800 °+ H CDo > ? elec F-1 1"u 1" c o re LLIU O a W meter 0 M ��° � M o Lu C 1 1! ( a v ..a LS.. N � Q� o o t a f i5 *a 3 L 1111111111000 over N Cr 41tU�« . �: 000000 hang r «ne c, i• 7 ^ N (25.9)son ¢� u l l t9 ? C? a b L LLI Ip O 7 0'� N li l.. O R N 57 (25.0) I/owts �� 6 c� n1 dist oO + ( ) I/awts a� r �j r. box 24.9 to S5 control box -D > O 9, C o z m \315. 201) (20.0) (e.wa (1 s.4 i' I son 23.2)Ip (24.7 24.7)° r LP00 O N C L �'V' R Q M (24.5) poo equip- L (20.2 O Z^ ^ n in well N .� rL CONI. a v E (24.7) (24.7) o ^ !n , MON. N s 4j Z FND. �' .'1• m u + c 1 f1 fe. 6' metal fence fe A Bu H AO 6 2 C o N 44 00 00 W 226.00ft Of Francis C. Watson t°Lu Licensed Land Surveyor �2 -H 0 1111777111111111111111111 O� of N E►ti Y a 0' 20' 40' 60' 3 �Q• P�G\5 C. WA171 0,Fj i 1 /r111114111111 111111101111111 1 A cDPr of T1as oocwlolr NOT BEARING THE LAND SEAAND SGNATURE SHAM REVISIONS prepare or ; Survey of finished conditions at described property, Mr.'sWAND VALqORIGINAL COY REV DESCRIPTION Anthony & Lisa Calouri Liber 1614 Page 0003 SCTM 1000-81-03r03 F.C. WatsonLand Surveyor P.C. DATE 70 Poplar St. situated at: 21 Grove Place 18 Final Survey 12/13/22 Garden City, NY 11530 Babylon, N.Y. 11702 Southold 516 779-4800 ph 631 677-3202 fox 19 add sanitary system info 3-3-23 NOTE: Town of Southold County of Suffolk State of New York fcwatsonDlsfamall.com storm structure locations commonly known as; UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION S� 0.507B'O 720®-2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY NOT BEARING provided by installation 4800 Paradise Point Rd., Southold, NY 11971 p FANO SJ THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE contractor. sanitary structures COPY. GUARANTEES AND CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE 7 PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE atrade located, buried COMPANY, GOVERNMENT AGENCY AND LENDING INSTITUTION. GUARANTEES AND g CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT leaching pools location provided OWNER& LOCATIONS AND N.Y.S. License ONLY ANO ARE NOT TO BEUSEDTO LOCATE ANYSHOWN ENEW CONSTRUCTION ARE FOR S.FENCESPSNEDURPO S by installation contractor. No. 050786 ADDITIONS. POOLS, ETC-). THIS SURVEYOR WILL NOT BE HELD RESPONSIBLE FOR ANY SCALE 1"=20' NAVD 1988 Surveyed April 22, 2016 Generated by REScheek-Web Software Compliance Certificate Project 4800 Paradise Point Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,725 ft2 Glazing Area 27% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4800 Paradise Point Road 12 Place Tom Baccarella Southold, NY 11971 Gustayson Dundes Architecture and NY Building Technology Group Design 159 NY 25A 70 Poplar Street West Building,Suite B Garden City, NY 11531 Miller Place, NY 11764 631-495-0289 Info@NYBTG.com Compliance: 1.3%Better Than Code Maximum UA: 829 Your UA: 818 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. Perimeter Ceiling-To Attic: Flat Ceiling or Scissor Truss 2,375 30.0 0.0 0.035 83 Ceiling-Vaulted: Cathedral Ceiling 616 30.0 0.0 0.034 21 Wall above grade walls: Wood Frame, 16" D.C. 4,820 21.0 0.0 0.057 211 Door-Marvin Ultimate FD: Glass Door(over 50%glazing) 120 0.320 38 SHGC: 0.32 Door-Marvin Ultimate-Hinged: Glass Door(over 50%glazing) 98 0.320 31 SHGC: 0.32 Window-Marvin Ultimate-Casement: Wood Frame 32 0.320 10 SHGC: 0.32 Window-Marvin Ultimate-Transom:Wood Frame 90 0.320 29 SHGC: 0.32 Window-Marvin Ultimate-DH: Wood Frame 690 0.320 221 SHGC: 0.32 Window-Marvin Ultimate-Fixed:Wood Frame 89 0.320 28 SHGC: 0.32 Floor-Over unconditioned.basement:All-Wood joist/Truss 1,157 30.0 0.0 0.033 38 Floor-Over Ambient conditions:All-Wood Joist/Truss 42 30.0 0.0 0.033 1 Floor-Over Garage:All-Wood joist/Truss 516 30.0 0.0 0.033 17 Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 1 of 10 Gross Area Cavity Cont. Perimeter Basement Wall to conditioned: Solid Concrete or Masonry 669 13.0 0.0 0.054 25 Wall height:9.0' Depth below grade: 8.4' Insulation depth: 9.0' Door-Marvin Ultimate-Hinged: Glass Door(over 50%glazing) 42 0.320 13 SHGC: 0.32 Door-Marvin Ultimate FD: Glass Door(over 50%glazing) 112 0.320 36 SHGC: 0.32 Window-Marvin Ultimate-DH:Wood Frame 50 0.320 16 SHGC: 0.32 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella _.. .�o-- 05/13/2021 Name-Title re Date Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 2 of 10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table,"a reference to that table is provided. . Section; .. :; ;.. . . , .•.. ., ,;,,,.;, . .. ;. . .. , .• ,. -.. . .,• ,...• •;:•'..m. , Plans Verified' .•;Pi'e'd Verified P..re-Inspection/Plan Review,; Complies? Comments/Assumptions. & Req. D, Value. Value.,, 103.1, :Construction drawings and ti. ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PRl]l :energy code compliance for the ''',. .v`,:.`.>•.-,"; `' ';: ,.''.. .',. •. "., Q ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable :construction documents. 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate �. J❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ;Systems serving multiple []Not A•, ,, PPlicable ;dwelling units must demonstrate ;compliance with the IECC 'Commercial Provisions. i. 302:1; v Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ,Requirement will be met. 403.7, ;., jsized per ACCA Manual S based Btu/hr : Btu/hr ;❑Does Not [PR2]z. on loads calculated per ACCA Cooling: : Cooling: Manual J or other methods ; Btu/hr ; Btu/hr ❑Not Observable ; ;❑Not Applicable }approved by the code official. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2' Medium Impact(Tier 2) J,3 1 Low Impact(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 3 of 10 ..,Section. .,::_ :, ,• ..; ,;.,•... . . , ; . pians Verified Field Verified• #;,• ;` .',F•ou6clation,inspection Complies? Comments/Assumptions' &Req.iD ;Valuer~ Value 402.1.1 !Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies ❑Does Not [F0411 insulation R-value.Where interior R- R_ ;table for values. 160 !insulation is used,verification ❑Not Observable ; ;may need to occur during 'Insulation Inspection. Not i❑Not Applicable ;required in warm-humid locations' in Climate Zone 3. ' 303.2 ;Conditioned basement wall Complies ;Requirement will be met. i [F0511 ;insulation installed per 'iM- ° ❑Does Not :manufacturer's instructions. ' I. ••>;•W�;rwA;, �:.❑Not Observable ❑Not Applicable 402.2.9 :Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F0611 :insulation depth of burial or ;❑Does Not table for values. :distance from top of wall. ;❑Not Observable ❑Not Applicable 303:2:1 . ;A protective covering is installed ` , ` ❑Complies Exception: Requirement is [F011]2 . ;to protect exposed exterior . :'`;." ❑Does Not not applicable. insulation and extends a • ;minimum of 6 in.below grade. ` ❑Not Observable J❑Not Applicable 4;03:9 ',Snow-and ice-melting system ;. 1❑Complies ;Exception: Requirement is [FO1212 i controls installed. f• :;.• f❑Does Not 1 not applicable. bNot Observable ' E. J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2Medium Impact(Tier 2) 3'1 Low Impact(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 4 of10 ,' Section " ;:� . . , ., :... ,; ..'�:.•;,. .:.. ;..., ,.;::� pians„Verifieid:. .Field Ve`rifii' # Framing JRough-lminspection, Complies? ' Comments/Assumptions &Req:ID 9/alue< Value 402.1.1, ':Glazing LI-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). EDoes Not table for values. 402.3.3, 402.5 ;❑Not Observable ' [FR2]1 ;❑Not Applicable , , 303.1.3 ?U-factors of fenestration products; •r, ?-'- ''. ;❑Complies 'Requirement will be met. ' 1.:.•„„ [FR4]1 are determined in accordance j'• ;,.;",'_ }❑Does Not :with the NFRC test procedure or I ;: , raj ; pw, '❑Not Observable , :taken from the default table. - i ':;y' ' '❑Not Applicable ' 402.4.1.1 !Air barrier and thermal barrier ;; '. ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's """i❑Does Not 'instructions. ❑Not Observable ; I 'R ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 1'i�.:":Ci ''' ' a =;.1❑Not Observable ;or has infiltration rates per NFRC ; >°,: ;• ,•.,. 400 that do not exceed code ,,,�r' „; ;❑Not Applicable limits. , 402.4,5 IC-rated recessed lighting fixtures. :. " n; :;,' ." '`';;'e;"„ ;yI❑Complies ;Requirement will be met. :. . [F sealed sealed at housing/interior finish I,T I❑Does Not ; land labeled to indicate 52.0 cfm , ,leakage at 75 Pa. [ i❑Not Observable ; ❑Not Applicable ; 403.3.1 'Supply and return ducts in attics ' ” ❑Complies ;Requirement will be met [FR12]1 ';insulated >= R-8 where duct is j: , j'❑Does Not >= 3 inches in diameter and >_ R-6 where<3 inches.Supply and; „: :ry❑Not Observable return ducts in other portions of °" " ” ;❑Not Applicable :the building insulated >= R-6 for 'diameter>=3 inches and R-4.2 I `' ;for<3 inches in diameter. 403.3.2 Ducts, air handlers and filter ` `''' ,• "' f❑Complies :Requirement will be met.- [FR13]1 ;boxes are sealed with , yY',', i❑Does Not joints/seams compliant with International Mechanical Code or , `s❑Not Observable International Residential Code, as . ❑Not Applicable l applicable. 403.3.5 ;Building cavities are not used as r 0. '❑Com lies ;Requirement will be met. [FR15]3, . ducts or plenums '`' ': j❑Does Not q #❑Not Observable ' J i❑Not Applicable 403.4HVAC piping conveying fluids R- ~"" ; R- ;❑Complies ;Requirement will be met. [FR17]2", ';above 105°F or chilled fluids ;❑Does Not below 55 °F are insulated to>_R- ,3 ; ; ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC '❑Complies ;Requirement will be met. [FR24]1 j piping. ❑Does Not '❑Not Observable ❑Not Applicable 403.5;3 i Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2' 'F>_R-3. ❑Does Not • ,❑Not Observable } ;❑Not Applicable 443.6 f Automatic or gravity dampers are! ;'G;,,;:;• ;❑Complies :Requirement will be met. [FR1912 f installed on all outdoor air ?" ' I❑Does Not intakes and exhausts. ;❑Not Observable i❑Not Applicable 11 High Impact(Tier 1) 2:"Medium Impact(Tier 2) 3',1 Low Impact(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 5 of 10 Additional Comments/Assumptions: 11 High Impact(Tier 1) :2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 6 of 10 Section 01ans1%rified:- ;FieldVerified',`;, .,,, # ..Insulatioro inspection Complies? .. Comments/Assumptions Re :ID Value " 303.1 'AAll installed insulation is labeled ❑Complies Requirement will be met. [IN1312, or the installed R-values ;' - f❑Does Not o provided. L. . ❑Not Observable , ',.. ';; ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 E] Wood ;❑ Wood ❑Does Not ;table for values. [IN1]1 E] Steel ❑ Steel ;❑Not Observable ;❑Not Applicable 303.2, ;Floor insulation installed per ;❑Complies ;Requirement will be met. 402.2.8 'manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the •. underside of the subfloor,or floor= ;.'' t';n ::❑Not Observable framing cavity insulation is in ❑Not Applicable ;contact with the top side of ;sheathing,or continuous iinsulation is installed on the , underside of floor framing and ,?;•; :extends from the bottom to the ; 'top of all perimeter floor framing ?; 1 members. s 402.1.1, 'Wall insulation R-value. If this is a R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ;requirement applies(FR10). E] Steel E] Steel ;❑Not Applicable ; , 303.2 'Wall insulation is installed per ;❑Complies_ Requirement will be met. [IN4]1 !manufacturer's instructions. F❑Does Not I ; ❑Not Observable �: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,,2,'l Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 7 of10 section. : Plans,V,erfied: ' Field•Verified # Finat Inspection Provisions Complies? Comments/Assumptions &Req:ID value,•„ Value 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, E] Wood ;E] Wood :[]Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 6 [Fill' :❑Not App licable FI1] � ; 303.1.1.1, Ceiling insulation installed per '`;[]Complies Requirement will be met. 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ;300 ft2. s❑Not Observable t 1❑Not Applicable 402.2.3 JVented attics with air permeable ;❑Complies Requirement will be met. 01221?, insulation include baffle adjacent i❑Does Not ;to soffit and eave vents that 'extends over insulation. ; , ❑Not Observable IE]Not Applicable 402.2.4 :Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. (FI3]1 'insulation >_R-value of the :❑Does Not ;adjacent assembly. ; ;❑Not Observable ; ❑Not Applicable 402.4.1.2 :;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 'ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. 3 ;❑Not Observable ❑Not Applicable 402.4.2. Wood-burning fireplaces have ❑Complies ;Requirement will be met. (•FI8]? , ' ;tight fitting flue dampers and S❑Does Not outdoor air for combustion. ; ❑Not Observable ` ?❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. (FI27]1 determine air leakage with ft2 ft2 :F-]Does Not neither: Rough-in test:Total leakage measured with a ,❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler :enclosure if installed at time of ; test. Postconstruction test:Total leakage measured with a s pressure differential of 0.1 inch ;w.g. across the entire system including the manufacturer's air ' handler enclosure. 403.3.4 !Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies !Requirement will be met. [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ',handler @ 25 Pa. For rough-in ;-]Not Observable tests,verification may need to j❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated :` ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not ;design airflow. t ❑Not Observable ❑Not Applicable 403.1.1.• Programmable thermostats t ❑Complies ;Requirement will be met. [Flg]2: 'installed for control of primary ' ❑Does Not Aheating and cooling systems and '.:• r:' initially set by manufacturer to i❑Not Observable � • !code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed J "❑Complies ;Requirement will be met. [FILO]7, '!on heat pumps. ] ❑Does Not i tt ;❑Not Observable I❑Not Applicable , 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 8 of 10 `,Section Pan F� 1 's;Verfied 'eid Verified, #. Final Inspection Provisions.. ; ;;complies? Comments/Assumptions & Req. Value , Value 403:5•.1 '!Circulating service hot water ;❑Complies ;Requirement will be met. [Flll)2 `systems have automatic or I•' ❑Does Not ?accessible manual controls. j a❑Not Observable ❑Not Applicable , 403.6:1. "'All mechanical ventilation system;,. ❑Complies ,Requirement will be met. IFI25]2; :fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ,and airflow limits per Table ❑Not Observable ; 11403.6.1. i !❑Not Applicable 4.03:2 :Hot water boilers supplying heat ?❑Complies ;Requirement will be met. jF12fi)2" =through one-or two-pipe heating j❑Does Not systems have outdoor setback ; control to lower boiler water QNot Observable ;temperature based on outdoor #" ;❑Not Applicable ;temperature. „; I 403.5:1'.1";Heated water circulation systems .#❑Complies Requirement will be met. [k2,8]2? :have a circulation pump.The j, ❑Does Not system return pipe is a dedicated . . " return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable ;syphon circulation systems are ( " ` not present. Controls for circulating hot water system i ;pumps start the pump with signal ;for hot water demand within the =occupancy. Controls t automatically turn off the pump s I ,when water is in circulation loop is at set-point temperature and i no demand for hot water exists. > > , 403:5.1.2 (Electric heat trace systems ;❑Complies ;Exception: Requirement is [FI29)2; ;comply with IEEE 515.1 or UL ❑Does Not ;not applicable. +515. Controls automatically ,•{ adjust the energy input to the :3❑Not Observable f heat tracing to maintain the s . :;;a•; ' ❑Not Applicable desired water temperature in the piping. ., t 1 403:5:2,; !Demand recirculation water ❑Complies ;Exception: Requirement is [FI30] 'systems have controls that ❑Does Not not applicable. 2 i manage operation of the pump ; ❑Not Observable and limit the temperature of the i jwater entering the cold water ❑Not Applicable piping to <= 1044F. 403.5.4 Drain water heat recovery units /y; ❑Complies Exception: Requirement is [FI3112 :tested in accordance with CSA ; ;❑Does Not not applicable. }B55.1. Potable water-side '-IE-]Not Observable ri pressure loss of drain water heat , 'recovery units < 3 psi for ;"•`°f" ;❑Not Applicable {individual units connected toone or two showers. Potable water- ' `side pressure loss of drain water heat recovery units< 2 psi for j. 3 individual units connected to ithree or more showers. }" 403.10.1, Readily accessible switch on ;❑Complies ;Requirement will be met. [FI12]3, I heaters for swimming pools or ❑Does Not ;permanent in-ground spas. Switch operation does not "' = ' ❑Not Observable r change heater thermostat ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. :Gas-fired heaters equipped with ;ignition pilots that are not ) ;continuously burning pilots. 11 High Impact(Tier 1) ;,2'1 Medium Impact(Tier 2) 3 Low Impact:(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 9 of 10 Plans Verified,..' Field.Verified'". #• Final Inspection Provisions Coplies? Comments/Assu,mptions Req;ID ."ValueValue m .403.10.2, ;Timer switches or other ;❑Complies ;Requirement will be met. [FI19]3. automatic preset schedule ❑Does Not ;control method are installed on .,;• „;., ., s ;heaters and pumps serving pools ,"' ' ' ` "" ' `',;❑Not Observable land permanent ' ` ` '' " i❑Not Applicable 403.10.3• 'Outdoor heated pools and ' ' 3❑Complies ;Requirement will be met. [FI20]3 '''.:outdoor permanent spas have a ❑Does Not ;vapor retardant cover. ❑Not Observable j {❑Not Applicable 404.1 ;90%or more of permanent $'"''; ,❑Complies ;Requirement will be met. [FI611 fixtures have high efficacy lamps. j❑Does Not ` kA, hNot Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have .A=j'❑Complies ;Exception: Requirement is [17,I23]3 no continuous pilot light. :, ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 4013, . ;Compliance certificate posted. �``' .'.,✓„•'„•• ❑Complies ;Requirement will be met. [FI772. I I i❑Does Not ' {❑Not Observable ' j❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 mechanical and water heating „; ❑Does Not 3 systems have been provided. '❑Not Observable ' I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2! Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4800 Paradise Point Report date: 05/12/21 Data filename: Page 10 of10 6Q PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE APPR .VED AS NO ED CERTIFICATE OF OCCUPANC, DATE?:.. 0 g,P.# �� ' SOLDEROSED,INWATER NO PPL YSYSTEM CANNOT FEE:3 gy; CEED,2%10 OF 1%'CEAr' NOTIFY::BUILDING DEPARTMENT AT . 765=1802_::B-'AM :T0. 4 PM' FOR THE FOLLOWING:JNSPECTIONS: 1. FOUNDATION; TWO. REQUIRED. FOR POURED.CONCRETE TRUSS PLACARDING REQUIRED 2..ROUGH"-FRAMING & PLUMBING 3; INSULATION, 4:_FINAL -:,CONSTRUCTION MUST BE COMPLETE F^R C.O. ALL, CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF _ NEW YORK STATE & TOWN CODES DO NOT PROCEEDWITH, AS REQUIRED AND CONDITIONS OF FRAMING UNTIL SURVEY„ OF.FOUNDATION LOCATI&I HAS BEEN APPROVED. ARD 5OUTHOLD TOWN TRUSTEES . Must provide Manuals D, J and S as per NYS Energy Code OCCUPANCY OR USE IS,UNLAWFUL WITHOUT CERTIFICATE Blower door and ductwork OF OCCUPANCY testing required. RETAIN STORM WATER RUNOFF All exterior lighting PURSUANT TO CHAPTER 236 installed,replaced or OF THE TOWN CODE, repaired shall conform to Chapter 172 of the Town Code " IN Fire separation AAL PLUMBING VNA TE a ; : WATER LINES NEED required as per .,," T� IN61BEFORE COVERING NYS Code EGE GENERAL NOTES �' ND ST �'��iNGSK nqd Gustayson Dundes COPYRIGHT 0 2021 ALL RIGHTS RESERVED 1. All work shall comply with the requirements of all local 21. The General Contractor's and Subcontractor's required EXISTING WALL TO REMAIN ® WINDOW DESIGNATION - EXAMPLE CUDH 2424 A-001 GENER,4L NOTES, LIST OF DRAWINGS, laws and regulations including all national, state and minimum coverage and limits of liability: -- � - LEGEND, LOCATION PLAN local codes and requirements of the owner's. � __ _� EXISTING TO BE REMOVED O DOOR DESIGNATION - 3684 - 36" x 84" OR 3'-0" x 1'-0" A-002 SITE PLAN, ZONING INFORMATION coxsULTANTs: q Structural Engineer: A. Worker's compensation and employers liability A-003 BUILDINCZ DEPT. CODE COMPLIANCE INFO. g neer: insurance carrier. insurance, with limits of no less than $100,000 and ZEF EXHAUST FAN- eo CFM OR AS NOTED IN SPECIFICATIONS A-004 FOUNDATION DETAILS, MiSC. FRAMING DETAILS Luigi Pascarella, PE, PUC as required b employees benefit act or other ® NEW PARTITION FROM FLOOR To 2. Contractors submitting proposals for this project shall y em p y UNDERSIDE OF STRUCTURE ABOVE: P.O. Box 797 first examine the site and conditions thereon, and statutes applicable where the work is to be 2x4 OR 2x6 WOOD STUDS, 16" O.G. WITH SMOKE DETECTOR Deer Park, NY 11729 516 987 0558 proposals shall take into consideration all conditions performed, as will protect owner's contractors 1 LAYER 1/2" OR r'/8"Gu1B EACH SIDE. HARD WIRED WITH BATTERY BACK-UP A-101 CELLAR FLOOR PLAN as the affect the work under this contract. Failure to from any and all liability under the aforementioned s EETYPICAL WALL CONSTRUCTION SD A-102 FIRST FLOOR PLAN Soils Engineer: y acts or statutes. examine the site shall not relieve the contractor of CO CARBON MONOXIDE DETECTOR A-103 SECOND FL.00S PLAN Jim Deerkoski, PE the necessity to provide any and all work that may be ® SPECIAL PARTITION - SEE DRAWING A-104 ATTiC FLOUR PLAN 7116 to complete the job without additional cost B. Comprehensive general liability insurance (including ELEVATION, SECTION OR DETAIL 631 d S ury required p J A-105 ROOF PLAN Land Surveyor: to the owner. oiuner's and contractors' future liability insurance) CONCRETE FOUNDATION oR SLAB MARKER A-106 TERRACE PLAN 9 with the following minimum limits of liability- F.C. Watson Land Surveyor 3. Work shall not commence until an approval has been A-201 FRONT (NORTH) ELEVATION 21 Grove Place obtained from the owner and a building permit has a. Bodily injury liability, A-202 REAR (SOUTA) ELEVATION 631y 11702 328 422 been secured. Owner shall determine commencement each occurrence $1,000,000. notify General Contractor. OUJNER S UJORf< A-203 RIGHT SIDE (WEST) ELEVATION date and shall y A-204 LEFT SIDE (EAST) ELEVATION Building Dept Consultant: b. Bodily injury liability, Kimack 4. Contractor shall pay for and obtain all permits required aggregate $1,000,000. Owner shall purchase the following items: A-301 TYPiCAL WALL SECTION 516e6 8 6807 for his work. Cost of said permits shall be paid for by 1. Plumbing fixtures 4 fittings. Material only. G.C. to install. A-302 HOUSE SEC110N, LOOKING WEST the contractor. This includes all inspections by c. Property damage liability, A-303 HOUSE SECTIOIN LOOKING WEST authorities having jurisdiction. each occurrence $1,000,000. 2. Bathroom floor 4 wall tile. Material only. G.C. to install A-304 HOUSE SECTIONLOOKING SOUTH 1REVISIONS: 3. Kitchen cabinets and other built-ins. Material and installation. A-305 HOUSE SECTION LOOKING SOUTH 5. Contractors shall have approved working drawings and d. ' Property damage liability, JUNE 16, 2021 building department approved permit drawings on site. a9gre ate $1,000,000• 4. Decorative lighting fixtures. G.G. to install. A-401 INTERIOR ELF.Vi%TIONS DOB COMMENTS Contractor shall display building permits and shall All recessed lightiing supplied and installed by G.C.. arrange for all required inspections, e. Property injury liability, aggregate $1,000,000• 5. Toilet accessories. Materials only. G.C. to install. 6. Contractor shall verify all dimensions and conditions 6. Bathroom vanities. Material 4 installation. G.C. to in the field prior to start of work It is his sole Such �nsurance shall provide coverage for responsibility to verify clear heights within the premises. exploion, collapse and underground exposures coordinate plumbing installation. All discrepancies shall be reported to the architect. and cantractual liability coverage and shall insure �, Kitchen appliances, G.C. to hookup and install. A-501 DOOR SCHEDULE Failure to do so puts all responsibility for dimensional owner's contractors against any and all claims for pp p A-502 WINDOW SCHEDULE errors on the General Contractor. ��pers�otal injury, including death resulting therefrom and damage to property of others arising from COi`1PL iANCE NOTES 1. Do not scale drawings. G.C. is responsible for operations under contracts whether such operations verifying all dimensions. are performed by owner's contractors or by anyone ST-1 CELLAR STRUCTURAL PLAN directly or indirectly employed by any of them. 1. All work shall comply wjth the requirements of the ST-2 FIRST FLOOR'STRUCTURAL PLAN 8. All contractors shall be bondable, licensed contractors 2020 New fork State Residential Code. PLAN possessing good labor relations and must be capable C. Comprehensive automobile liability insurance ST-3 SECOND FLOOR STRUCTURAL AN of performing quality workmanship and must coordinate including the ownership, maintenance and operation 2 2015 Woodframe Construction Manual (WFCM) for one and two family dwellings ST-4 ATTIC: FLOOR S"'RJCTUfi�,Q!_ PLAN work with other contractors workingon this project. of an automotive equipment owned hired and ST 5 ROOF STRUC�';;;��,L. PLAN p � non-o�wned in the following minimum amounts: by the American Wood Council's CAUJC) wood design standards committee. e. The general conditions of the contract for construction, P-101 PLUMBING RISES L)IAGRAM AIA Document A201, latest edition, shall apply to this a. E*)odily injury liability, 3. Design of hurricane straps and other ties from the GAS RISES Pi;AGRAM project as if written herein. Contractor shall comply each person $1,000,000. Simpson Strong-Tie Wood Construction Connectors Catalog 2019. with all requirements listed in AIA Document A201. E-101 CELLAR' ELIEC, ;RIGA,. FLOOR PLAN Copies of this document are available for review at b. I_-`:odily injury liability, 4. Wind Speed 120 MPH. the architect's office. each occurrence $1,000,000. E-102 FIRS r O R ECTF';CA;_ PLAN - E-103 SECOND FLCCR ELECTRICAL PLAN r iI 'Property E-104 ATTIC FLOORELECTRICAL PLAN 10. Prior to commencement of work contractor shall supp1y c. damn e liability, LOCATION PLAN a list of the names, p addresses and telephone numbers each occurrence $1,000,000. JUN 2 8 2021 ` of the subcontractors to be used on this project. S-1 THRU 5-3 SEPTIC DESiGN D• Construction shall not commence until certificates ,'.,._ w�°- -~I T. ll. Contractor shall comply with all provisions of the of Insurance have been delivered to owner. LIBER 11614 PAGE 0003 Occupational Safety and Health Act. E. Indennity: Contractor shall fully protect, defend, SCTM 1000-al-03-03 12. G.C. shall apply for and pay for all utility meters and ind.mnify and save harmless owner, architect, and ~ all temporary utility services, as required. engineers against all liability Judgments, damages, PROJECT NAME: costs and expenses, including attorney's fees, REPLACEMENT DWELLING 13. Contractor shall endeavor to build addition so that arising from any and all claims relating to the it appears to have been original to the dwelling. performance or non-performance of tenant's work C,ALuaRi RSiDNC pp IT IS A VIOLATION O>: TSE LAW FOR ANY PERSON, Therefore all mouldings, sizes and alignments are UNLESS ACTING UNDtRrHE DIF�ECTION OF A critical to create the desired effect. 22. The architect and engineers shall not be responsible PAR A D I s E P o I N T ROAD LICENSED ARCHITECO ALTER AN ITEM IN ANY UJAI'. 4800 PARADISE POINT ROAD for the contractors' methods and means of construction. IF AN ITEM BEARIN T�= SEAL OF AN ,ARCHITECT SOUTHOLD, N`i' 119-11 14. Construction equipment and materials are to be located 15 In confined areas and shall not block exits during 23. Guarantees for all work shall be for a period of one TO HISITEMTHE SEA D THECNOTA ION ALL AFFIX DRAIIINC TITLE: construction. Items shall be stored as directed by year, unless otherwise noted. Contractor shall furnish to "ALTERED 5Y" FOLL�Iu._ED 5`1' HIS SIGNATURE AND GENERAL NOTES, owner. the owner a uritten guarantee stipulating that, at no THE DATE OF SUCH A'rRATION, AND A SPECIFIC LIST OF DRAWINGS, additional cost, any defective work materials shall be DESCRIPTION OF TH .tLTERATION. LEGEND 4 15. All wood shall be kiln-dried, mill duality finish with repaired or replaced for a period of one year, after LOCATION PLAN compressive strengths as stated in drawings. acceptance of work, unless otherwise noted. I 6. Contractor shall be responsible for daily removal of PROVIDE THE FOLLC)i,, x .;T cCOMPLETION OF PROJECT: 77 1 trash, rubbish and surplus materials resulting from 1. AFFIDAVIT OF Qr�L Cr' ;T construction. P E C O N I G B A Y 2. DECAL DESGF)11N(-i F WING ON METER PAN 11. The contractor shall supply all na i lers and rounds for _ _ ® ' ! pp y g -_._.._ fixtures, fittings, and equipment as required. ENER6'r' CODE COMPLIANCE --- - -. �� 15. No demoliton or alteration to the building structure will R be allowed unless otherwise noted. ►W r �+ THE PROr.?SED PROJECT IS ANALYZED USING THE 2020 GENERAL C' SHALL POST A PERMANENT �Y � 19. Prior to an excavation, G.G. shall contact local utility NEW YORli. STATE ENERGY CODE. GERTIFICAi�a =:1=�i W i-HE ELECTRICAL DISTRIBUTION � f yLI''l' ALL PREDOMINANT R-VALUES, and obtain approval for underground work. PANELS DESIGN C?NSIDER/ATIONS: SUFFOLK COUNT`i' - CLIMATE ZONE 4 (TABLE 301.1) U FACTORS=?R FENESTRATION, TYPES OF 20. G.C. shall submit partial lien waivers with each TABLE 8301.2(1) EFFICIENCI ,�F HEATING COOLING AND SERVICE application for payment. Application for payment WATER EOi~1ENT AND OTHER ITEMS AS LiSTED77 shall be made on standard A.I.A. form. GROUND ,NOW LOAD WIND SPEED SEISMIC DESIGN CAT. SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD HAZARDS IN SECTIO1'01.3. WEATHERING FROST LINE DEPTH TERMITE PROJECT NO: GC shall submit drawings and forms to local Building 2?� 130 10 B SEVERE 3' MOD. TO HEAVE' TES ALL ITEM:"°TED IN SECTION 401.4.1- BUILDING l\Gk�EDAPIC 2039 Department for approva is and secure permit prior - THERMAL YELOPE SHALL BE DUSABLI' SEALED ' o ot') c;y � scaLE: TO LIMIT 1_TRATION. COMPLIANCE SHALL BE to start of work INSULATICI' AND FENESTRATION REQUIREMENT Bpi' COMPONENT TABLE 402.1.1 DEMONSrtTED BY EITHER A BLOUJER TEST OR ��;r:`I;"`A. ' s II�-, i � � � REVISION N0: VISUAL Ii`ECTION. SEE 402.4.2.2 c} 1 1 Contract shall include 1590 down payment, payments SNE 16, 2021 each month for work completed with 10ro retainage. ALLOWED PROPOSED At substantial completion, retainage to be reduced ALL SUPfi DUCTS IN ATTIC ��TO BE INSULATED TO �'``" `y 4 -;' n''' ISSUE DATE: to 5% with final payment made 30 days after GLAZING LrFACTOR 0.35 0.2a MINIMUM $. ALL OTHER DUCTS IN ATTIC TO BE sE � MAR. 26 2021 completion of work CEILING R-49 R-30 INSULATErO MINIMUM OF R-6. SEE SECTION 403. RAiPING FILE: (PARA. 402.2.1 PERMITS R-30) A001TITLE AIA contract form to be used as basis for contract. WALLS R-13 R-21 PLEASE BE ADVISED THAT TO THE BEST OF MY KNOWLEDGE, RECESSILIGHTING INTO BUILDING ENVELOPE BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND SHALL dPLY WITH SECTION 402.4.3. BSMT IUALL R-1 1 3 8-15 DRAIPINC N0: FLOOR R-1 R-30 SPECIFICATIONS ARE IN COMPLIANCE WITH NY6 ENERGY CRAWL SPACE R-10/13 R-10/15 A _ V,) V=,) stayson Dundes ZONING DISTRICT = R - 80 Gu FENCE POST COPYRIGHT © 2021 (SPACING m 8'-0" O.C,) ALL RIGHTS RESERVED PARCEL - 1000-81-03-03 FABRIC EXISTING LOT AREA = 21,412.33 sf CONSULTANTS: (3'-0" WIDE) LOT AREA LANDWARD OF BULKHEAD = 23,149 sf Structural Engineer: LOT S 1 ZE 16 NON-CONFORMING - USE SECTION 2a0-124 Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 EXISTING HOUSE BUILDING AREA = 1,512 Sf 516 987 0558 EXISTING GARAGE BUILDING AREA = 1,00�o sf Soils Engineer: \ `\\ -�\\�\ 0�•'�,��\\\oo`i EXISTING LOT COVERAGE LANDWARD = 10,88 9- Jim Deerkoski, PE 631 298 7116 DIG 6" WIDE Y DEEP TRENCH. BURY BOTTOM \`�',r,\\ _ ALLOWABLE LOT AREA = 4,6213BO 5f Land Surveyor: 1�, \\ CA 1'-0" OF FABRIC, TAMP \\ ALLOWABLE LOT COVERAGE = 20 io LANDWARD OF BULKHEAD F.C. Watson Land Surveyor IN PLACE. '\� 21 Grove Place \� Baby;on, NY 11702 AREA OF PROPOSED HOUSE LOT COVERAGE = 2,911.30 Sf 631 328 3422 E ' . I AREA OF PROPOSED FIRST FL DECK LOT COVERAGE = 492.22 sf iBuilding Dept Consultant:� I , 12500' (DF2 S I L.T NC D A I AREA OF PROPOSED POOL LOT COVERAGE = 800.00 sf Mike Kimack 516 658 6807 ` A002 N.T.S. AREA OF PROPOSED SPA LOT COVERAGE = 64.00 sf AREA OF PROPOSED GAZEBO LOT COVERAGE = 100.00 sf [[[i REVISIONS: 4 STRAW BALES, LAID TIGHTLY END-TO-END, PROPOSED TOTAL LOT COVERAGE AREA = 4,433.52 sf JUNE 16 2021 I f BINDINGS HORIZONTAL, EMBEDDED 4" MIN. IN DOB COMMENTS SOIL, PLACED ON CONTOUR OR AT TOE PROPOSED LOT COVERAGE LANDWARD OF BULKHEAD = 4,433.52 / 23,149 = 19.10 ro OF SLOPE. REPLACE PROMPTLY IF DAMAGED. FRONT = 40' REQUIRED, 40'-33/4" PROVIDED i 2"x2" WOODEN STAKES, 2 PER BALE, �6'L) EQUIDISTANT. DRIVE FLUSH, FIRST STAKE REAR 50' REQUIRED FROM BULKHEAD, 69'-3314" PROVIDED --= ANGLED TOWARD PREVIOUSLY LAID BALE, 2ND STAKE VERTICALLY. SIDE = 15' EACH, 35' COMBINED, 15'-53%" AND 33'-0" EACH AND 48'-53%." PROVIDED D 4 REMOVE EXIST STAIR AND Y PLANT W1 INDIGENOUS PLANTS MAX HEIGHT = 35' TO MID POINT OF ROOF, 2 1/2 STORIES lu NEW LOCATION FOR A ELEV POINTS AT CORNERS = 23.9+24.1+26.5+25.8+26,0+25.3+25.1+20.3+20.3 = 211.3/9 = 24.14 [Q PROPOSED STAIRCASE SHED STONE BUFFER 195 ,:.:�{`' NOTE: 'd AVERAGE GRADE AT CORNER POINTS = 24.14' TOP OF BANK INSPECTION SHALL BE FREQUENT AND f.' ti::• ss1 - •,h. -.:u,: s;r: - ..bir•'°::•w"s.;R,.^,,...��r::<,.,ati"""i4.cv.<..• v!•',":�r„«qct-'..- '+c+S•' '% i+::!'4)'r:....•r .":�i:•.;:.Si•, i;, i\ 4!^'!'.'''r.+Y 'tr -J a' •y¢. ...•`,• .?-; t ¢., Y t..•. •i'ik :w•w= a}•. ?' - - 61 QL w ,t. y- tib'.- fi. : >'• r. '.<<, -�L, a : ::w,fa' y ,;, �?: 1. REPAIR REPLACEMENT SHALL BE MADE - MID POINT OF ROOF TO AVERAGE GRA - 32' " ,a,•+s.,} ..v <f• .d r. ..,ate:.. .i^ ' '.hi;;i':• 'r: "'•�a"ta�'`f ti+.."i' ..Ti.. }a,%.^..i•=1.a.7, \• .,:,.ti: - ;k"r•'+,+: ':^.s� i°' �1ic.Y: J,n "'!�a"�. c•. i:� .:.!. -r•.•. •J .'t',,....f•{.ft(;ri:1.: ..4'"a t .p{:••r:.d.Y•.rJ -Y7<S 'rt._Je'�i• a 'LW`:•- .:•-.k � D 1 1 1J-. r...r.''.a..n v.'tt i;i:.t fi!a. ah 1: `.;*s<`., t•a. Ay,d1.,. a.i,1•,t i:'f,.�t r,•a '`L, �r. .i •,''..•si�."tii:t X .,ny:• .:..ti;i.- arr,-;`i ,tiv•J,rt..:'•:'`•"t" '.1..r � "'' 'ti1•.F•t•.,_ti .••.r`.4. J. '.-,i4i�r, ' tC, vt!:F.Y_a. 7• l.F•y. a,.w, .'r.•t' b = i - -^.;`:i:'tu,•a '.f.,r�i•,'- ;t',!: ',�i..:v, ^:•-Wwife.}r.'c r`i'.%'i'"a. ^:^` ,y,•!..•Ctrdtr:- .t��:•y;u:..aih.,.,.:esk# :.,y.-.•{.Lis :�;-.•,'9:'c,.�:y«,-_:o4r• !i;ti�•ri .!'+;�*a . . PROMPTLY AS NEEDED. BALES SHALL BE cfJ O w a:::3;.1<.'`a ; .,<! ?,: '` ...•r. '+:'"a!•`•,-'f:tir.:.n:wt� K.xy:r--a :�•/`:;1° :.i• Yi::Sa:!.`':'i':S,e•-4. ..!-ir:i•Y •A '.;'F�1:r`rY.'w,if,�.v.c`•:4�.m. Qi'•s,r.•:•. .y;s, wig`::,, "wv;:' Y 61 h r. +;�K,,,1.ty, <;-•r+..<....w::r� 't` .?r,`� -. a:,:h•.;: �•..f:,:,:ti's• :s,r�: . :4+,r s• ,.:�, aa .. r. .'t,,;};• THEIR •t41K'<X-,.j.4a:.•:,.1 ..2, `t...'.i .- . tit.;.4WL '�t. - � n•fi .ti•a'47' ...?�..' •t. "f .� •<1.� HAVE SERVED TH - IX``,, / N Rn.. .,r ,a.�.t�• ". ::;�; xk..�:. '�. ,,::: '.,,;�..:ar•=: ,' ->i ,:.�: -.. ,�..•., �x.. '�•:-:-. ,r;,•,..,:;`'-:�+�.. ,��;•. fs�:.; " REMOVED WHEN THEY X 1173 l<!•. v:<,: do:�.! 's .S'zG •,,,.1rr e`?+, .r;r<Y..a,:J 1 - \`•Rp.y a<.S,ii<<{,T ,ih::••L:. ;('f-•.','<,4e Vin,i:;•s .?: :•'"(: G`.,�. :..?:. ' . x. -y . art' ,, •. �.,tyX•d"1 ^yw;, >:i.-`+.-,:•\ :i:Tv:•. e e. ,\ $... '4•.1 4'<:,•••::tv. 3 .,K.• +}`f J:...•yy .$-.:�';%' .i+'t:` '1; L R w u-U 4� , �•� , .,-, ,r�,. • •�.<:_�•. ti.. *1'- -,-,saW .t r:_" USEFULNESS SO AS NOT TO BLOCK O < '\ .,.ti.'+. 1• ..<,b-G y'1 yi:wr' �r' :•':• a:'ti'•?'.i,<1Fh:•'r'k:. •,t,tt U Q al= - - - IMPEDE STORM FLOW OR DRAINAGE. 10 GiZUSNED STom1 SUFFER CID �N I 13' A *PROVIDE STRAW BALES AROUND STOCKPILES (TYP) LU X r 20.0 22 ' �d) Q w A `1' INCLUDE ALLOWANCE a ' Y(K 0 AZEB 24 20 0 20.0 Cli FOR POOL IN BID 12' r e w�Q,� D S T R,4 uJ 5 A L E DIKE D E T,4 f L e � U� 20.0 O D - t� ; A002 N.T.S. GREATER THAN 6' GRADE TO FIRST FLOOR (- f _ -- :--: _ S e- Q1 _ 3400 . w O LINE OF t ___ ..._......_.:_ _.. �. _ GRADE ELEV(25,1) EXISTING HOUSE o� '_: 8'm X;3 "m�%� 0 .a:.:_ = I �� `f CQ� u is 2908' N © 2908' TO BE DEMOLISHED I I , . 10.66 GRILL 26.0 I �-��;:;m_�;.vV -;_._N-,_m__,.- - 20.0 I � SPA INCLUDE ALLOWANCE FOR W CRUSHED STONE ' SIX - 8' DIAM BY 4' HIGH WALKWAYS uP I let FLOOR DECK DRYWELLS WITH COVER O 2 1 - _ u ,��., 203 0 SHADED AREA SHOWS ib6' � 25.1 ; 2 .9 6' ® WHERE FIRST FLOOR IS w LESS THAN 6' FROM GRADE LL O I � © 0 0 ' 6' HIGH CONSTRUCTION - PROJECT NAME: 253 UP i FENCE WITH GATE REPLACEMENT DWELLING I 15'-53/4" CALUORI RESIDENCE , LINE OF 26s_, w 4800 PARADISE POINT ROAD EXISTING HOUSE 1 O 4 TO BE I i = 6OUTHOLD, NY 11911 DEMOLISHED I N GRADE O 11.25' DRIVEWAY w UP NEW X ELEV O ® DRAWING TITLE: REMOVE RETAINING o r - - "- - - - -� ( E SITE PLAN, ZONING WALLS E REQ'D NG O Q INFORMATION 4 ANALYSIS AND PREP SITE -- - - 1 2325" FOR NEW CONSTRUCTION I 0 (2451)GRADE ELEV ' 26 ! 1000 AREA ANALYSIS 1 CRUSHED STONE -- --------------------TOE T H USE DRIVEWAY WITH \,��r POSSIBLE FutuRE`�' - - - - - - ® 23.25' x 59.00' = 1,311.15 sf ; BELGIUM CURB STONE cmrl CIRCULAR DR PROPOSED Z SEPTIC FIELD I ------------- _ INCLUDE IN BID, W ® 10.66' X 15.91" = 169,60 sf ,, -- SEES 1 THRU 5-3 l QC LINE WATER' \.\ w © 34.00' x 2.33' = 19.22 sf . REQ'D SIDE - U 1 _ YARD SETBACK - 4 TOP OF RETAINING WALLS ARE LESS DWELLING • REQ'D SIDE 1--- 15 0 YARD SETBACK - - - - `r \ ° THAN 5' A OV TERRACE `� D 40.50' x 29.00' = 1,114.50 sf 2,911.30 sf ' 15 -0 _ _ _ _ _ � `. _ � B E ERR CE GRADE. O ;��•,. , _ @ SEE GRADE ELEVATIONS ONQ �" ` 12500, - - \\ - _ _ I `� z SITE PLAN 23.25' O 23.25' x 6.91' = 160.65 sfLL j . . + n \ O 1.66' x 13.00" = 21.58 sfAHO 'ya . �, STORY ABOVE GRADE PLANE CALCULATION 55.15' X 10.25' -(18.22') = 492.22' sf REAR DECKQ.ER PROJECT NO: FIRST FLOOR ELEVATION = 30.51' 492 22 sf ��- � C 2039 r� G� T P A R A D 1 S E P O I N T R O A D LESS THAN 6' AS PER NYS CODE = 24.51' � SCALE: O 20.00 x 40.00 = 800.00 sf POOL ; 'r.. M s ,• . �� 800.00 sf " '•"<`-'`�'a � O � REVISION N0: DIAGRAM ABOVE SHOWS LENGTH OF PERIMETER WHERE DISTANCE FROM FIRST FLOOR TO GRADE IS GREATER THAN 6 - 101.66 OI 8,00 X .5.00 = 64.00 sf SPA \� ", �„ ....t_ ¢ JUNE 16, 2021 6 4.00 s f ��.•"_�" -••lam ISSUE DATE: DIAGRAM ABOVE SHOWS LENGTH OF PERIMITER WHERE DISTANCE FROM MAR. 26, 2021 S I TE FL AN FIRST FLOOR TO GRADE 16 LESS THAN 6' = 119.66' J 10.00' x 10.00' = 100.00 sf GAZEBO DRAWING FILE: A002 100.00 sr SCALE = 1/16" = 1'-0" N TH TOTAL PERIMETER - 119.66' + 101.66' = 281.32' A002SITEPLAN TOTAL AREA OF EXIST. LOT COVERAGE = 2,518.00 sf DRAWING N0: 119.66' / 281.32' = 63 3io 15 LESS THAN 6' TO GRADE (GREATER THAN 50ro - OK) TOTAL AREA OF PROPOSED LOT COVERAGE = 4,433.52 sf o C2-�_', � 71�1 2 Gustayson/Dundes COPYRIGHT Q 2021 S 1 S 1 E-2 ALL RIGHTS RESERVED A303 A302 4202 CONSULTANTS: POOL AREA Structural Engineer: LINE OF DECK ABOVE Luigi Pascarella, PE, PLLC P.O. Box 797 -------, r--------1 r------ ------1 Deer Park, NY 11729 I I I I I I �-- I —�I - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - - -I - - � I 516 987 0558 LOCATE INFIELD i �� i -- Soils Engineer: i I i i i i i i l Jim Deerkoski, PE I I 631 298 7116 I I Land Surveyor: I I I d; F.C. Watson Land Surveyor • I I 21 Grove Place L____ 1 63'-5�" Baby;on, NY 11702 INSTALL RIGID INSULATION UNDER SLAB 631 328 3422 AND AT FOUNDATION WALL ALONG PERIMETER Building Dept Consultant: EXPOSED TO COLD (WITHIN 3' OF GRADE) g P _ ELIFD3070 ___ ELIFD3070-----------z-----CUDH-NG 3228 USFD16070____________________________________ CUDH_NG 3228*---------------------CUDH_NG -- I _ r --------- --------- ------------ -- — — — — — — — — — — — — — — — -- -------- MikMike Kimack 58 8807 6 1011 t r_ ____ r-- ------ ------ —�—,� -----L �-— --------------F-�� -------- ---- --- ---------- N-_— ----------__------ --------- -- ------ -------- -- ------ i ��--- --1 _J ---- N —_____—_ ———— — — r I O 4 -5 - 2'-1 8� r-----------tt-l1 r-- , r--------�11 -� � r-------- �'� — — — — — — — — — — — — — -- — I a j Bm 3 _ ' i REVISIONS: ° , -7� 8 - I I 29 -01 I I = 14'-10 1 it F----------------------� I I r- N -- ---- -- ------ ------------ -- , in I I 1 L _ I i I ABOVE I I - �, I I 0 JUNE 1(o, 2021 DOB COMMENTS I � 1 I tr I �f/8 " BGIs LOCKERS I III I I ,� FOOTINGS I ' r 13'-ttI11 i 1 I I I I I A u I I I - - - I I I ,'_ I I ! �a BELOW�J ---I I I g�8 2.(d 16 O.C. O I 1 1 I I I ' I ,� r 1 1 I! ! a ,, ' B13 ' I 1 1° ' TILE FL I I 1 I I I I - , ;I V ! 11",,� I I I I � � i tit: 84 I I I I 1 , I a I 503 A305 i I I I I ° . i 1 ZI 4 i I�y as �I I I N I I I 11 8 " BCIS fo5mmS I.8 ' I ' 1 __-f I I I o 1 I 11 BACKFILL I _ o l_ �______ M(LY ROO I 11 _ � 16 O.C. I ° GARDE �y I I 1 I _ T I CH g -0 I I I 11 1 1 I GARDEN v (� I I iI I I I I I 6� In i ° TILE (Pu CHANCZINCs 1�I ____ 1 I I I I POOL/BYOB U I I I �1 I N o , III I FL ELEV 20.4' 111 1 i i I .1 TILE FL W I m II ( i I i U = `�I I ,i 1 , _----1 i , i TILE FL i i 1 H `r CH g -0 UNFINISHED , I , I; TTPICAL NOTE: I CONC FL F_____+ I 1 1 I I NJ I I I CONC FL ---� Bm4N zl I I I_ I I I i I I I STRUCTURAL I I I I I I I I I I —faI ,�, I I I I 3 I I i I MEMBER SEE ST I 1 I I I I I 1 11 Ir EJECTO I u I I I f I I 1 i 1 ( i t I 11 3084 I I I I I 4 I I I II I I I I I I I I I I PUMP I TILE FL I I L_ - - - I I------- I , 1 1 I I __J I I I I II 1 I L____J I I I I I h I - os WALLS = I JET BAR , SD I ° L----------------------i 1 I I I :, , I I L --- I L------ I JII L------------- L------------ ° I 1 I I POST N. __I _ '� I ' ___ 0 '- r E-`t _Sn 1 r------ ---12,-_ r----�--- --I-I I------------- 12- -4 _-- — — — — — II I � L--------- ---� ------�� I I I LINA O} 1I4UNCH O 1 �I I LINE OF FTG. BELp ° i I I -...—_.......... - -► — r- - - - - - * - - - I — - - - - - - - - = I , I I I I I III 1 1 1 1 I I I I I I aI I A204 `� i a I I LAUNDR Bm5 L- ------J cQ-- -- `_� _ -' � v= .'-- L---------------J I= ' ®FL RAIN - -I--- ----- I I I I �., I I I I 1= I L I mF HAUNGH BELOW 384 I i 4. TILEF 3284 L — �- - - - - - - — � � � —1 - - L ° I ►n r an I I I I I I U � ( 1 B4a8 I!-' I I I i� I I 1 I D I B11 � I +l I HALL 1 I I I I I I le = I m " I I I I I I CH 9'-0" cJD 1 I I I I I I I I ,- I / II -1/a BCis fo5mms 1. I 1° I _� 16 O.G. (OR TJI S) I TILE FL I m � B09 ----------- TILE FL O STAIR HALL I ' x� co CN A2�3 9ms 2.0 16 O.C. I x 1 1 10 510 , i i° 41" zz'-4�" --------- '- 4 1-UNFINISHED ' < ® MECH/STOR4GE _ r - --- ------------ --- -------- -------------- FL DRAIN CH g'-m" GONG FL ' i ° ° ° ° 4 ° , ° ° , a i CONC FL I !� ---1 ------ --� I- — — — — °•r-- --r-----a-__°-_- �- a- 9_____-e4-__----- -I e ° 1 ° — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I IIi---------------------------------------- -i I j-----------1 I I 111 c4 L ---- 1 ° ! —POST FIRC ABOVE M I I I I I I I t I 4'-0" I I I --------- I HOUSE TRAIN i t i t L-- -- ---------- _ I TO 5EPTIG BACKFILL i 14' I I I I I I I I 11 °I ------------------------- --� r----------------- I I I I I I I I I -311 1 11110„ PROJECT NAME: -� IIa 1 BACKFILL 1 I ° DWELLING ��I I I t� ,° I I I L----------� L--------------------------------- -- a I. I REPLACEMENT 1JWL I Irl - I L__________________J I I I bF ° ei I I I M ' I L----=------ — --=—`— a . f---_—= CALUORI RESIDENCE I --- ------ --'rte---^--s-- a --- I 44 ° I I I — — — — — — — — - I I 1 r--------� ° J III i L _ ------ ------------------- --------------------- I i i LINE OF FTG. BELOI� 9'-21? 4 , 4SOO PARADISE POINT ROAD 49 SOUTHOLD, NY 11S-il I N I 1 1 j °I° � I 1 I 1 I I I 1 ��O a 1 1 I I I I I I I I I DRAWING TITLE: ' CELLAR FLOOR PLAN � I I ° loll I I I j 111 1 L--------J I I I I I I L °I I I fol-27" I I I 1 d' I I 1�'- ILII 22'-1111 ® { I I I I BACKFILL � COMPACT (TYP) 1 1 LL I II 1 9 I 1 1 I ' I ! F TO ST UCTU A AWINGS77777777 ►� �'. =. :: . , .y . I �a FOR SIZES AND SPECIFICATIONS FOR 1 ; I ; ALL STRUCTURAL MEMBERS - TYPICAL I I I I , I .k= �, • n . IISL---------------------------------------------------- L ---------------------------------------------------- II '',.a, ., _ -sa • , L _---s__ ,^_e__--------- _, ------------------— — —�_�--_ L ar — — — — — — — — — — — — ° — — — — — — L---------------------------------------------------------------J PROJECT NO: z -_D ARC 2039 �t, hi 22'-11" rr �� SCALE: � s n E-1 ` ` O * REVISION NO: A201 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNE 16, 2021 UNLESS ACTING UNDER THE DIRECTION OFA �,, 014��,6 0� LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. �� .` ISSUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECT EAL: c PJB MAR. 26, 2021 FF IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX DRAWING FILE: CELL�� FLAN TO HIS ITEM THE SEAL AND THE NOTATION 41010ELL,4RPLPL,4N "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND DRAWING N0: 4101 SCALE - 1/4" - 1'-0" N RTH THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. A I V2 D Gustayson/Dundes COPYRIGHT (0 2021 2 ALL RIGHTS RESERVED A303 A302 A202 CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PUC P.O. Box 797 Deer Park, NY 11729 55 -g" 516 987 0558 3' HIGH METAL E CABLE RAILING Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: DECK F.C. Watson Land Surveyor DN TREX DECKING ON 2 x 10 FRAMING FRES. TREATED _ 21 Grove Place c;1 Baby;on, NY 11702 61 631 328 3422 Building Dept Consultant: LINE OF DECK OVERHANG ABOVE MikeKimack 516 658 6807 CUDHT-NG 2412 PART FROM ilg � CUDHT-NG 4012 120 PO2 2ST FROM 109 UCA2840 CUDH-NG 4028 aw REVISIONS: r o 0 T. CUDH-NG4028 — - - J L I - - 6'-t"- - -� - - - - - - - � - - - - - - � �-- - - - - - - I I I I POST D 0 JUNE 16, 2021 9'-6" I I — — L— — J L — — Z DOB COMMENTS VINI ... G .,4REA, r — = - - =� l 7 =_i �- � _- - - CII �� _ _ T.T r -� 10'-0' � ® I I I I I II I 1 t I I I I I I � �— � WooD FL.� ( 1 I_— J I I I— — —I—_..- I I I I — L.{ 1 z II 11? 1 1 T ' �f-17 I II I-1 I-I I I I E — -1 _ _ _ _ GREAT RM w Ili 1 I } I rr I I I I I —I I I I I X 11 lI - � _ I - I I I I I I I I f I m 1 m Ill I 1 11 I N = � 1 l� a a I� N I I I I1I 111 l I IFLELEV30.51' �JJ e g r A l 1 ;n I I r- - , III I I 1 111 1 1 1 WOOD FL. 0 — , (Un CxUEST BR I in Z 3) tiz� I I C.H.= 10'-0" N I 1 III II I 11 I H WOOD FL. _= z ISI I I� I III 1 11 I I III I I , I I lea $ I_--__ __----i L__._ ------ I I 1 1 1 III I — I G- _ _J I L - - I1 I 5D Z � KITCHEN 1 I I� ( I I 'I 1- - 71 I�1� —I I m WOOD FL. ao G.N.= 10'-0" I 1 III 1 ( III '- III I I 1 -0 o- q 1 - N - - - WOOD FL. I I I I� �, 1 1 I I I 1 1 1 I I III I I I I ,_ 3'_s.. 2880 6'-6r E-3 BREAKFAST I I I _ _ I _�� I _ _ I I L _jI I-I I I I I I _ I L _ _ t0-t 1 9 C.H.= 10'-0" L - - - - - - - I L — - - J I L ===- - �_i-E - - - TILE N POST DN. — — — — — J POW. 1 0% A203 r - - - - - - 7 F - - - - - - -I r - - - -- --1 r - - - - - - � 103 C o - CUDH-NG 4028# o I I I I I I 106 BIAS N-RM. - � V m N 6 2„ _0n0` 9,_5„ 1 1 1 „ Z BATHRM. 4 POWDER RMs. - - - - L - - - - - - � L - - - -- - L - - - - - - � 6 68 o p TILE FL UP Z I f _ C.H.= 10 -0 J _ L — — J 1COUNTER WCABINET 11� _ - —— — — - - - - - - HALL " TILE WALLS 42" A.F.F. `> �r I ABOVE POST FRO POST DN. Z = t GAP P�j ►� I PANTRY I ABOVE WOOD FL. 105 z TILE SHOWER FULL HT. Ill 10'-0" 2 CO D I I I I I I I i l l l l l l l l UP OPEN TO � � 102 PROVIDE NEW ABOVE _ 4 FIXTURES 4 FITTINGS PAINT WALLS 4 CLG. r- Z 0 - - - - � = N � 3680 I 118 I OPEN TO ABOVE STAIR HALL 101 N '-0" — M 104 s a QQ _ 20 -0" ENTRY 25 -c3 WOOD FL. u1 ? E-4 4 116 FOYER 2'-6" 16 -0 0 - POST D POST D STUDY/OFFICE �t G.H.= 10 FA- A204 - - r - - - - SADDLE C.H.= 10'-0° 113 1880 1880 CUDHT-NG 4012-4 CUDHT-NG 4012 WOOD FL. FF I 00 II O II= Cl 4028*-4 ' Il CL. 114 in � N — — I 1880 low 11 ' i PROJECT N"E: MUD RM TYPICAL NOTE: I PORCH z r H.= 10'-0" 1880 STRUCTURAL o REPLACEMENT DWELLING 36 u! II= MEMBER TYPE T.B.D. n 111 110 ` SEE STRUCTURAL CALUORI RESIDENCE 81_011 81_011 112 , �, DRAUINGGS CJ UP 3280 1880 11 CUDHT-NG 4012-2 4800 PARADISE POINT ROAD CUDH-NG 4024-2 SOUTHOLD, NY 119-11 8 S 1 0 BRCS. FROM ABOVE _ DRAiPINC TITLE: ��04 FIRST FLOOR PLAN I r I N CD M Fire -.zer.l Z I required as ��4r , UP e GARAGE 0 E-1 a N I .,,.4 I FL ELEV 26.4' A302 3500 PSI GONG FOR GARAGE FL REFER TO STRUCTURAL DRAWINGS LINE OF 2ND FL FOR SIZES AND SPECIFICATIONS FOR . . . _ ABOVE ALL STRUCTURAL MEMBERS , ' } I � INCLUDE THE COST OF TAPING 4 SPACKLING ' e 22'-0'� THREE COATS AND THREE COATS OF CA PA INT. COLOR TBD PROJECT NO: CUDHT-NG 4012 CUDHT-NG 4012r�t•GCh'/ 2039 CUDH-NG 4024�3,_ WDH-NG 4024fJ. 'R� SCALE: E-1 'l r A' 1} �`I O REVISION NO: IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, �'� .`< <�::� F r JUNE 16, A201 UNLESS ACTING UNDER THE DIRECTION OFA � 2021 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ' �" `�� ••'"' ° �4'� ISSUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECT �; F �y MAR 26, 2021 IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX DRAIIING FILE: te TO HIS ITEM THE SEAL AND THE NOTATION ��2 ��5- - � ,� F I RST FL OOfR PLAN N RTH "ALTERED BY11 FOLLOWED BY HIS SIGNATURE AND P THE DATE OF SUCH ALTERATION, AND A SPECIFIC DRAWING NO: A102 SCALE = 1/4" = i1-011 DESCRIPTION OF THE ALTERATION. A - 12 Gustayson/Dundes COPYRIGHT © 2021 ALL RIGHTS RESERVED S 1 S 1 E-2 CONSULTANTS: A303 A302 A202 Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 3'-0" HIGH METAL E CA5LE RAILINGS Land Surveyor: I I I I F.C. Watson Land Surveyor CUDH-NG 1626 CUDH-NG 26# CUDH-NG 1 1 DECK '.UDH-NG 3626# 21 Grove Place Baby;on, NY 11702 ,_0„ I u 631 328 3422 11 -I - - - - - - - - - - — � 1 I 1 220 - - - - - - - - - - - - - - - - - - - - - - 212 - - - - Building Dept Consultant: 31-011 METAL < CASLERAI 28W / CUDH-NG 2418 CUDH-NG 2418 CUDH-NG 2426 CUDH-NG 2426 \ Mike Kimack SAD L!= 516 658 6807 f(2 I 21180 I 97777777777, N 205 I i µ------ (P ; BENCH 1 \ 16 -0 9 5 a - - i J 3280 N \\ // 221 I 5'-0" I ,� „ II $II \ I t/ I I I REVISIONS. PRIMA Y TH II crlf.- 8'-14W I BEDROOM #1 \ / --- L --J TILE FL. I I TILE FL. 24� I „ \ / J_� } I Q JUNE 16, 2021 I \ / I I C.1 I.- I 1 f T - -, 3'-9}" — I WOOD FL. J ` I / ,' _ I ; I DOB COMMENTS `1\ I // I I I { I ID I VA ; I �- — — — --� _ \ I / ^ I --1 I I N i ic� e \G __ ________L_}__ 1 1 201 B , ! 1 1 E 1p I I �_ I I BEDROOM *2 1 _ _ _ PRIMAR` C"R001"I J I = u - — I I C.H.- s'- " l / ' _' 1 1z _ I _ 1 I WOOD FL. I 4 1 I 1 WOOD fL. l I 11 �' lu -WAL1G=IN - - I 210 BATH I I_ _ _ — 1 1 _ _ _1 II ( I TILE FL. E-3 ..�.. __ I o I ----I ti 203 11 1 I 202 1 LIN CLOS. 11 L _ J l _ J y Y `1 F- 1 I I 1 11 -1 Z sD -� I- _ JL- _ _ _--11 . ._ J _ N zl L. I I I I 1 �� - - - _ - - - -;, ;,, - - - - N N _ - �, - A203 I as-0 s} -t } 3'-01 2 -11} 6 } 5 -0 6 -5} s-0} 2 -0 1 L �----C- -- -�1 I - CLOS._ — BATH 32'-10" — =zJ 5._ .. co I- - - - - - - - - - - 201 SD HALL I TILE FL. N —I _ TILE FL _ _ _ _ I 11 2480 218 2asm II I AI�NDR1=- � — — — — — — — — — wooD FL. � c.+�.- s'-m" 208 Z = II O II _ FL ELEV 41.14Q I a = dL0 21� / \110 F IN r w 2(d6 / 24"80 I 4 BATHROOMS lTl'P.) H I /C Sl�,� I - NTILE FL e 11 I I i l l l l l l l l l l II I I / II 2480 / I I w TILE WALLS 42" AFF. / WOOD L. t\ N - DNI I I I I I I I I I I I I I I I - # I I BEDR OM 3 1 a CAP #1 2t3 I II I= I I I I I I I I I I I I I I I I / SD c.H._ _m, `\\ I TILE SHOWER FULL HT. / r STAIR RAIL SADDLE woo FL. I CLG. / ,____ _------- - --� co I PROVIDE NEW C14 ;- // I I \\ 1 OPEN TO BELOW I / I -�- � 1 FIXTURES 4 FITTINGS _ ► '� m ' PAINT WALLS 4 CLG. o 215 III I M \ 20'-6}" / I Ii = I ;,�, , i NCH E-4 �' 3280 1 1 1 214 \ s } -6 / 'II a I `; � --, 3'an A204 1 1 I 216 I UCAP4878 UCAP4818 I I I I I / _ \ / J I' - - - -- - - - - - - - - - - - - - - - - - WALK-IN I ------3 � V-2" 2'-10" I V-2 1 L - - - - IN HALL � I I I HER CLOS. 11 I — — — Ic.H.- V-m" - �/ 2'-0" �Z I I �,-�„ 20� 112'-3" 1 1 C.N.- s'-0" II I — — — I WOOD FL.v — — — _, I I 2'-4}" T 2 I 4' 3" WOOD FL. T I CUDHP-NG 4846 — — —CUDH=NG 3626#-2 — 1 4,_4„ 4,_5„ II I - - - s'-5}" I 1 I I I - - - _ - -- - I L- - - - - - - - - - - - - - - - - -1— PROJECT NAME: — — — — — — — J REPLACEMENT DWELLING N 1 I CALUCRI RESIDENCE ��04 - - - ,� 22 1 I4800 PARADISE POINT ROAD BATHROOMS lT�l'PJ I 9DIP' NATE I � - - - �� ITILE FL I IB TH - - - 22 C1.1 I SOUTHOLD, NY 119-11 TILE WALLS 42" AFF. I `�I / 1 'f 11 G II 'I / — — C-4 I DRAIPING TITLE: ' TILE FL. LOS• 2 — - co CAP I Z I = 8-3 I 4-3} SECOND FLOOR PLAN TILE SHOWER FULL HT. 1 = — � _, \ o t cLCs. N 01 II4--r PROVIDE NEW 1 C--!) FIXTURES E FITTINGS I _ _ _ I I REFER TO STRUCTURAL DRAWINGS PAINT WALLS 4 CLG. 2' 2" I-_�I-I-® -1 I F --1�' 2''s" `t= j E-1 FOR SIZES AND SPECIFICATIONS FOR I 1 11 L _ J I I_ _ 11 1 � _ 00 I ALL STRUCTURAL MEMBERS L - .J1 � _ JL_-1 so a 1 A302 1 I I 1 I 1 I �A 1 2--0-- \_ I 1 I 2'_0'1 =-T' fir' N L._._,. .._....t 1 .. \ Z N j / BEDR OM #4 \ I 1 I vWOOD FL. 1 ,e I L _ _ j 1 i I CUDH-N 3626# p L- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - -� I E-1 A2�1 PROJECT NO: 2039 SCALE: � j I tr REVISION NO: IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, � r UNLESS ACTING UNDER THE DIRECTION OFA �1,`, ,µIl! =�� `� � JUNE 16, 2021 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. �; -4 '''- -� ISSUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECT EAL: �_'� �� MAR. 26, 2021 SECOND �LOOR �� fS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX PRA WING FILE: �� CON � TO HIS ITEM THE SEAL AND THE NOTATION D LPL (IF "ALTERED 5Y" FOLLOWED BY HIS SIGNATURE AND �O3 SCALE = 1/4" = 1'-0" THE DATE OF SUCH ALTERATION, AND A SPECIFIC DRAWING NO: NO TH DESCRIPTION OF THE ALTERATION. I "C'D 3 Gustayson/Dundee COPYRIGHT (D 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: S 1 S 1 -2 Luigi Pascarella, PE, PLLC P.O. Box 797 ,4303 A302 A202 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - -1 - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - Land Surveyor: I I I I I I F.C. Watson Land Surveyor I I21 UCA2424 I I UCA2424 Baby;on, Place NY11702 I 631 328 3422 Dept Consultant: } I LINE OF ROOF ABOV)= - - - - -i- - - - - - - - - - - - - - - > Building b' De P F I \ Ica Mike Kimack 516 658 6807 CUDH-N 2018-4 I \ w / - - - - - - - - - \ REVISIONS: In -- Q JUNE 16, 2021 / I \ NE 2 x 6s 62 I cg // I DOB COMMENTS \ / I I S 1 I I \✓ I I W I I I I STOR SE A I I I - - - - - - - - - - - - - - - - - - - - I N FL EL EV 51.15' 1 , � u � u I X6 WC OD FL. x 0 c o ABO - - - -- - - - - - - - - - 0- - - — — — — � —1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — c� Z w ca POST DN. POST DN. POST DN. w ca z Z � COLLAR TIES AT 6' AFF Z I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — I 0 AOI POST DN. i — — _ _ _ _ _ _ _ — i POST D% I E-3 O I / \ I �\ I A203 Vt lm miI � e4 RAILIN I I \ I DNII PROVIDE I L _ _ _ _ _ - -'- - - - - - - - Cal O \ E-4 I / AGGE65 III \ UC12428 1112428 UCA2428 UCA2428 DOOR q A204 � I I I PROVIDE AGGESS TO THIS PART OF ATTIC I — — — \ i I CUDH-NG 2018 i PROJECT NAME: I I - -' I - - - - - -I- - - - - - - - - - - - - - - - - -- REPLACEMENT DWELLING LINE OF ROOF ABOVE CALUORI RESIDENCE 4 1304 I I I I 4800 PARAD 1 SE POINT ROAD SOUTHOLD, N1' 11911 DRAWINC TITLE: I I I \ I REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFICATIONS FOR ATTIC FLOOR PLAN I I \ I ALL STRUCTURAL MEMBERS I QI I wl I � E-1 A302 1 - - - - -� NEW 21 x (os - - - - I I . I CUDH-NG 2018 r ,iwdI I I I— — — — — — — — — — — — — — —�— — — — — — — — — — — — — -- •,...: , at E-1 PROJECT N0: afC2039 rn0 ,..')c=bRD J SCALE: REVISION NO: JUNE 16, 2021 P ATTIC FLOOR PLAN , r 1104 1' SCALE = 1/4" = -0" \, •..-. � ISSUE DATE: EAL: �___^ -' MAR. 26, 2021 DRAWING FILE: N RTIC A10-4,4TTICI=LPL DRAWING N0: A � 104 Gustayson/Dundes COPYRIGHT (D 2021 ALL RIGHTS RESERVED E 36" CsAS FII;MD I OUTDOOR CiRILL WITH CONSULTANTS: STORACsE UNIT 011 BELOW . ;\ Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 L�D Deer Park, NY 11729 516 987 0558 \\ Soils Engineer: ' t Jim Deerkoski, PE 631 298 7116 Land Surveyor: i I ----I-----I-------------------------------------------------------------------------------------------- F.C. Watsonson Land Surveyor —1', AGRILL ELEVATION LOOKING EAST - -—--—-— 21 Grove Place Baby;on, NY 11702 I I I I 631 328 3422 I I I 8.211 Building Dept Consultant: I � � I I I Mike Kimack IE 516 658 6807 1 REVISIONS: 2411 WIDE O uTsiDE REP./BEY.r-ENTER I I I STAINLESS STEEL I I BEACH i I �� ,� �� ,� �� ,� / FINISH, QJUNE 16 2021 DOB COMMENTS I ' I I I 4 I 1 ' I I I I GRILL ELEVATION LOOKING SOUTH I I I I Q I I NEW STAIR TO BEACH SEE DETAILS BELOW I I I I I BULKHEAD BULKHEAD 1. REMOVABLE WOOD OR ALUMINUM STAIRCASE 2. MAXIMUM DISTURBANCE TO BE 2' ON EITHER REMOVE EXISTING STAIR I I 3. REPLANT DISTURBED AREAS AND AREA OF REMOVED AND RESTORE BANK I STAIRCASE WITH AMERICAN BEACH GRASS AT 18" OC AND/OR INDIGENOUS VEGETATION WITH 2 LAYERS OF EXISTING VEGETATION BURLAP (FASTENED) RECOMMENDED BY DECS1r =I5P {1•RJW15T ' I ( TO REMAIN i i 4. ALL SUPPORT POSTS, RUNNERS, TREADS, LANDINGS TO BE ACQ CODE UC48 RETENTION 0.60 I I 5. LANDINGS, DECKING AND RAILINGS TO BE TREX O/E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - 6• LANDINGS FRAMED WITH 2 x 10 6 16" OC I I 1. VERIFY ALL DIMENSIONS IN FIELD I I EXISTING VEGETATION EXISTING VEGETATION I TO REMAIN TO REMAIN I I I I TOP OF LANDING 22' TOP OF BANK ELEV 195' 3" x 12" CROSS BRACE AT POSTS c•i. 1 — 'ti.• c• w{ ' � ��• :'.•: I.i,i I Y: it n I. » .:R•y.. tiff :lt%�.:. 5/4 x r. TOP RAIL I WITH 2 x 4 �._:� '�•��`` I HORIZONTAL PPORT BELOW .: :•tw t:.:.. :j• r�� 1' PL NT TOOF ANK P 1� :tom? I I II I '1 BE I' x 4 OSTS 19.5 / P 4 or- ELEV t•v :•j� .•?�•• :fit I is t• Lp• �•yw. �. ` y �t»I' �•1•' ..YY .11 I 21x4 1 LATERAL RAIL .y, •1. t•e.. I �Y. I 1 10' WIDE CRUSHED STONE NON-TURF BUFFER I I (Lz SUPPORT I I I I 131 i i POSTS 3" x 12" TREADS I I I I Q I In i 6' OC MAX iI I 200 220 iNOTE: TOP OF RETAINING PROJECT NAME: I i WALL IS LESS THAN ; 4' MINIMUM REPLACE"FENT DWELLING ABOVE ADJACENT 1 ERRACE i i ( FROM GRADE C,�LUO�I � SID NC 24B 20.0 STONE PATIO I IY O , EXIST GRADE LINE! GAZEBO I I PLANT I I O W i LANDING 115' I ON CONC. I I BED 20-0 18' x 38' P�?O WITH COPING 200 I I 4800 PARADISE POINT ROAD POSTS i i I I U_Z3SOUT OLD, NY 11911 - - - - - - - -n- - - - - - - - - - - - - - - - - - - - - r - - = = = - -.=..—_- - -- - --- - -W- - - - - - - - — - - - - -- - - - -j i � I D WIG TITLE. I ......... .._ ....._.. _._ __..-__.__ ..._._....._..._.. .. ..._. I ' TERRACE PLAN _... _._. .. ...__..._... .. I APPROX 26' FROM TOP OF TOP OF i __.__ .. _._...._._ . _ ._.... . .....:...W_w..._ SEAWARD SIDE OF BULKHEADi ; BULKHEAD 90', i BEACH STAIR DETAILS ll B o REAS I UP ALL 6 x 6 POSTS SET 10 SEE GRILL ELEV .... /--}- N Y__._ _— .STONE PATIO _:. mm.. ..�. ___... . I 5 E C I I O I�l MIN OF 5' BELOW GRADE BOTTOM OF _. .. . DETAIL ABOVE - _ --- - -- i BULKHEAD 43' N_ . . . :... . . _. I I PLANT I I I BED _.__.-._..._...... ....... � � 200 _._. ._.._..... _.. .. .... _..._... . ._. __..__._ _. . _____. 20.0 CRUSHED I I GR LLE 1 FIRST FLOOR DECK ABOVE NEW STONE/CONCRE 'E� STONE PATH I I I RETAINING WALLS. AREA OF BLUESTONE TERRACE DRZAU TTI1�S TURAL I • I � UP CONFIR'1 MATERIAL WITH OWNER I I 203 I 23. � 0I I I L2O.3 I DOOR TO 25.I DOOR TO DOOR t0 ( I k STO E CHANGING RM FAMILY ROOM AREA FOR I 4 RISERS s 8" 21 RISERS 6 8" POOL EQUIP. �, 20 TREADS 101, CONFIRM WITH I 3 TREADS 10II OWNER 11 RISERS g 8" mnr I I I I I 10 TREADS a 10" PROJECT NO: ED ARC 2039 FLAN BULKHEAD �� SCALE: �^' { �J �� t ! - tl� q� C .`; 1 }t REVISION N0: JUNE 16, 2021 BEACH l �. 01 .yam ISSUE DATE: iz AC FLAN 2 BEACH :J' T A I F s AL: � - MAR. 26, 2021 RAWINC FILE: ,410�o SCALE = 1/W = V-0" A10)(0SCALE = 1" = 1'-0" A106TERRACE DRAWING NO: A � I � (0 Gustayson/Dundes COPYRIGHT Q 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS. 0 JUNE 16, 2021 DOS COMMENTS STONE CHIMNEY RIDGE VENT, TYPICAL I I ASPHALT I SHINGLE ROOF I I I I > I MID POINT OF GA5LE 12 12 12 12 (� A UCA2428 UCA2428 UCA2428 UCA2428 - I ATTIC FL 51.15' -_.__- CUDH-NG 2018—,----- -CUDH-NG—2018 — — — _ __..___..._.._ . M... . _ ___..._. METAL CUTTERS t 0 PROJECT N"E: J1 LEADERS O ,A METAL RAILING WV, __M.._,__.__.V, W ___. ... CUDH-NG 362 # UDH-NG 362 m__..__._.___._.___._._.__.. . __. ... ____........,.. _._ _.. m UDH-NG 3626 UDH-NG 3626 ---------�---- -... .� DRYu�ELLs ��P�,�C�M��T DWELLING _..__._ UCAP 78 UCAP 78 $.... GALUOR1 RESIDENCE L�L SECOND FL 41. 4' ____....._..._ — — __.. __. _._._ _ _.__. ..v__ _ ______.._______ .. _.__.___ _.. __.__.___ - _- . _ _..._.._...... W...._.......__. __.__....... _ ER BOARD INT ROAD --•--_ . . 1p ,,, 800 PARADISE PO _.... ... _.... ..._... _ __....._..._. _._.... __.. ._ _._ _..__ _._...... _.._. .._........__......_._....._...__..__. _.__._.__.. . . .... . . . _._ .. _ ..... _ SOUTHOLD NY 11S11 DRAWINC TITLE: :mm ._-_._ CUDHT NG 401 CQDHT NG 401 CUDHT NG 401 CUDHT NG 401 CUDHT G 401 CUDHT NG 401 CUDHT NG 401 E: _ ..._ _. FRONT (NORTH) ELEVATION CEDAR CLAPBOARD dl _771 0 SIDING CUDH- 4028 CUDH- 4028 __. . _._ - :• ___.._.._.__._,_. UDH- C04 4024 - UDH- 4024 UDH-N 4024 - - - - - -- -- -� 7CUDHi- G 4CUDH- G 4028 CUDH- G 4028 FIRST FL 30.5 ' .:.. .. Cr STONEIBASE m � t w i ,gyp ■ ■ 'w CzRADE-23' . 6 . ...... �. F ELEV 26.5' ELEV 26.3 �" ■ ELEV 26.0 tit 12° DIA. 24.14' 0 ELEV 25.1' I ELEV 25.8 I LOAD BRG. COL. i METAL t CABLE I BLUESTONE TREADS �, I I BY H.BAG. R4ILINC ELEV 24.1' AVERAGE GP-40E _ 77 CELLAR FL 20.4' I — \ I I PROJECT NO: - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - J ��?,VDARC9 y 203 ne O G� SCALE. (El I FRONT (NORTH) ELEVATION O REVISION NO: ;;;`: ;-'� �- 4201 SCALE = 1/4" = 1'-0" LOOKING SOUTH �r' y �� JUNE- 16, 2021 �T 0 0149 O r'ISSUE DATE: MAR. 26, 2021 DRAWINC FILE: ,4201ELEVATIO & DRAWING NO: A � 2 Gustayson/Dundes COPYRIGHT (D 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS: Q JUNE 16, 2021 DOB COMMENTS STONE CHIMNEY ASPHALT SHINGLE ROOF�- ASPHALT SHINGLE ROOF ® ® ® ® MID POINT OF GABLE 012 N .. 12 12 12 -- - CUDH-NG 2018 UCA2424 UCA2424 ATTIC FL. .------- -------_.._. I—ILI LLI d 11 26ELIF 86 - 2426 METAL RAILIN 6# �I. . I METAL RAILING _ „„.„........„r......1 , .„...r „..... ...a. I II _. . .. . .. .. . .... .- ;UDH a l Iu CUDH-NG 1626NG 3626# ............ .... ...._.. _ SECOND FL. 1. _.._._._ .. . _.-_... _. _.._...-.._ _.. ._....._ _.. .... _. F- C n _.. ......_..__.-..__._......._...._._......,.. .._._ __.....__..„._. PROJECT NAME: �.... . .._.. . . CUDHT G 401 _ ........___.__. ..._._ .... REPLACEMENT DWELLING CALUORI RESIDENCE SIDING e _.... _- _—_. € ......... CA 0 <D I A ISOUTHOLD, Nr 119'11 M --- - DRAWINC TITLE l CUDH-NG 4028 0 _FIRST FL. p REAR (SOUTH) ELEVATION -- ELOFD6068ELOFD6068 ELOFD6068 CELLAR CLG. LLI ELEV 26.3 F ELEV 25.1 24.14 yV AVERAGE GRADE § S� e CELLAR FL. D 'V20.3 - - - - - - - - - - � 72k=mc A&I”: _ _ , GRADE ELEV 20.3 E ` ■ ELEV.- 203 I CUDH-NG 3028# CUDH-NG 3228# USFD16070 CUDH-NG 3228# ELIFD3070 EUFD3070 I I ��► I I I Io y L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 — Jp �1; _ 7 77-77 PROJECT NO: I I f� ED ARC hr 2039 rE F 1 R E�`--'t /fR l &O lit T H) ELEVATION ,GJ fvF O�:� G& � SCALE. A202 SCALE = 1/4” = 1'-0" L001GING NORTH O REVISION NO: JUNE 16, 2021 014950 ISSUE DATE: MAR. 26, 2021 DRAWING FILE: 4202ELEVATION5 DRAWING NO: 2V'011) 2 Gustayson/Dundee COPYRIGHT C 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS: Q JUNE 16, 2021 DOB COMMENTS PROVIDE ALTERNATE FOR CEDAR ROOF SHINGLES STONE CHIMNEY RIDGE VENT,TYPICAL MIDPOINT OF GABLE ASPHALT I ILE I T ASPHALT ..... ........._.... SHINGLE RO I SHINGLE RO CUDH-NG 2018 ATTIC FL 5114' — — — — — — — — — — — — — -- — —� — — - - — — — — — — — — — - - METAL GUTTERS t _.._... _. _................._____ - _...-..____--._ __._-- __-_...._.....----._..._.... . ;t `4 LEADERS TO NEW 0 DRYWELLS - -_- CUDH-NG 2418 CUDH-NG 2418- - 6" CORNER BOARD SECOND FL 4224' - - — M _ U - r ___ __._ ___ _... _.... _......... PROJECT N"E - .._.......... _ __ _ _._ ___._�_...___.... . .._.. CEDAR CLAPBOARD REPLACEMENT DWELLING SIDING SIDING _..__.___._. . -_.. _ ___._—____.I _----..__..._ __ -_._._._ GALUORI RE61DENGE 4SOO PARADISE POINT ROAD SOUTHOLDNY 11S-11 METAL t CABLE RAILING ' _.. ......___.. ® ® _- __.CUDH-NG 201 _... I . _._..__. DRAWING TITLE __.... CUDH-NG 3624 - CUDH-NG 3624... -- CUDH-NG 3624 CUDH-NG 2624 CUDH-NG 2624 RIGHT SIDE (WEST) ELEVATION FIRST FL _ .� u..... Rlllf-11La BY STONE 54SE .. � "�� . I,�� 12" DIA. LOAD GRADE ELEV 2.8' 263' _ ELEV. 263' — 61 I METAL t CABLE RAILING ' I ELEV 24.1 ®. ELEV 23.9 y`, a5 ■ 20.4' � � I r ¢ - ■ \ � � \ � / ■ _ CELLAR FL. l3 — — - - - - - - — - - — — ELEV 20.3 GRADE ` , � I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- L— __j 777 PROJECT NO: 2039 tj C,., rE FI RICHT (WE5T) ELEVATION .. SCALE: A203 SCALE = 1/4" = 1'-0" LOOKING EAST REVISION NO: UNE 16, 2021 ISSUE DATE: MAR. 2(o, 2021 `DRAIYINC FILE: ,4203ELEVATION5 DRAIPINC NO: 4 � 203 RIDGE FLASHIN Gustayson/Dundes DBL 14"LVL RIDGE BOA COPYRIGHT 2021 ALL RIGHTS RESERVED CONSULTANTS: CUT OFF TAB AND REVERSE BEAD Structural Engineer: BOARD TO CREATE V SLOT W/BEAD 12 ON EACH SIDE Luigi Pascarella, PE, PLLC P.O. Box 797 122X FRAMING Deer Park, NY 11729 CREEK 516 987 0558 2 X 10 RAFTER 16" OC W/ mnn� R30 SOUND/THERMAL INSULATION 2 x 6 R30 SOUND/THERMAL e1HERMAL INSULATION UND/T w/ Soils Engineer: 3 Jim Deerkoski, PE 631 298 7116 BEAD BOARD SOFFIT Land Surveyor: P OPENING FOR CONT. VENT F.C. Watson Land Surveyor FASCIA BOARD 21 Grove Place +� Baby;on, NY 11702 z 631 328 3422 61 V p DETAIL T H RU e OFF I T VENT 1l E NLL Building Dept Consultant: g„ Y 2 Mike Kimack STORAGE - A301 SCALE =NTS 516 658 6807 8 LL 2 X 6 WOOD STUDS 16" OC w PROVIDE ALLOWANCES IN BID FOR THE FOLLOWING- REVISIONS: WITH R21 BATT INSULATION AND VAPOR BARRIER EE WALL AT DORMERS ONLY ` / 2 X 10 RAFTER 16" OC W/ -► I I I Nl JUNE leo, 2021 DOB CO R30 SOUND/THER'1AL INSULATION O ENTS p RAIL SYSTEM TO BE STEEL 4 CABLE BOX NEWEL POSTS, MAHOGANY BANISTERS AND PRE-FINISHED ASPHALT SHINGLES LARGE BASE. 1 1/2 " SPINDLES. RIFT AND QUARTERED WHITE OAK TREADS ON 3/4" COX PLYWOOD SHEATHING TO CONFORM ON ALL STAIRCASES, POPLAR RISER AND STRINGER. ALL OPEN SIDED TO RE MANUFACTURERS REQUIREMENTS (COLOR T.B.D.) STRINGERS MUST BE REINFORCED 3" THICK TO REDUCE BOUNCE. ALL BUILDING PAPER ATTIC FLOOR LARGE BOX NEWELS TO BE POPLAR. INCLUDE SANDING, STAINING AND - - - - - - - - - - - - - FINISHING OF ALL BANISTERS IN BID. INCLUDE THREE TEMPORARY METAL HURRICANE RAFTER TIE 51.15' STAIRCASES IN BID. 2 X 10 e16"o.C. w/ PROVIDE FURRING STRIPS TO CRE TE R30 SOUND/THERMAL INSULATION ROOF FLARE OUT J SNOW tICE SHIELD METAL FLASHING FIRST FL - 4" WIDE PLAIN RIFT AND QUARTERED RED OAK (3 FT AND LONGER). GLUED AND METAL GUTTERS OVER NAILED. NAND SCRAPE ALL FLOORING, STAIN, 3 COATS OF WATER BASED BONA TRAFFIC FINISH. 10" FACIA BOARD LINE OF GWB CEILING SECOND FL- 4" WIDE PLAIN RIFT AND QUARTERED RED OAK, 3' AND LONGER. GLUED AND • CROWN MOLDING NAILED, STAIN, 3 COATS TRAFFIC FINISH CONT.SOFFIT VENTS CELLAR FL - PORCELAIN PLANKS BEAD BOARD ALL WOOD ON SITE FOR TWO WEEKS MINIMUM PRIOR TO INSTALL W/MOLDING }� 2X ��001 I #1 10" "AZEK" FACIA BOARD 1'-9" >;ia° Gu15 5 A T��O C� NOTES : I�l O T S . �L o e T � I tel,O T 5 - � I I 3j4" COX PLYWOOD � SHEATHING ALL BATHROOMS TO HAVE TILE FLOOR IN ALL BEDROOM CLOSETS TO HAVE CLOSET WITH HOUSE WRAP MUDSET. TILE WALLS WITH TRIM TO CHAIR INTERIORS PROVIDED AND INSTALLED 5YY 2 X 6 WOOD STUDS 16" OC RAIL HEIGHT. ALL TILE IN TUB/SHOWER CARPENTER. SINGLE OR DOUBLE HANGING WITH R21 BATT INSULATION 12" WOOD BASE INGLUDING GEILING. LEAD PAN UNDER STALL WITH POLISHED CHROME. ROD AND CLEAR AND VAPOR BARRIER SHOWERS. PRIMARY BATH TO HAVE RADIANT MAPLE SHELVES. PROVIDE CLEATS OR CEDAR CLAP50A AIR SEAL AT JOINTS FLOOR HEAT. FRAME WALLS TO INCLUDE OTHER SUPPORTS AS REQUIRED. WOOD FLOOR AVD SUB-FLOOR RECESSED MEDICINE CABINETS AND SHOWER H6 STEEL STRAP TO ATTACH NICHE. MARBLE SADDLES. SEE PLANS FOR STUDS TO SAND JOIST ON EVERY STUD OTHER LOCATIONS OF RADIANT HEAT. 2 X 6 PLAT SECOND FLOOR — - 41. 4' A HS STEEL SCRAP EACH JOIST TO 1NTEfR10fR t"-ICLDING 5G�4EDULF PROJECT NAME: ATTACH JOIST TO DBL PLATE flys BCI 908 2.0 616`oz.W/ R30 SOUND/THERMAL INSULATION HUDSON RIVER MILLS (ITEMS LISTED BELOW ARE FOR ESTIMATE ONLY REPLACEMENT DWELLING - _ _ - _ - - - _ _ _ _ - - FARMINGDALE , NYEXACT ITEMS TO BE SELECTED IN THE FIELD 5YTHE OWNER) CALUORI RSIDNC APPLIED MOLDING —� TEL # 631 -155 2211 4800 PARADISE POINT ROAD 3/4" CASING W/MOLDING FIRST FLOOR AND CELLAR BASE: SOUTHOLD, NY 11911 IN ALL ROOMS EXCEPT TILED SPACES, GARAGE, ATTIC 4 MECHANICAL RM. CROWN MOLDING 1 X 8 BASE- MITRE JOINTS (NO BUTT JOINTS) DRAWING TITLE: HR 219 CAP 1-13/16" X 1- 3/16" (1/4" X 3/4" RABBET, TYPICAL WALL SECTION, VERIFY RABBET W/ BASE PLANK DEPTH. MISCELLANEOUS SPECS HR 19(o1 SHOE -111(o X GFEAT RM. e SECOND FLOOR BASE: e 1 X 8 BASE- MITRE JOINTS (NO BUTT JOINTS) HR 219 CAP 11/16" X 1 HR lcMol SHOE -1/1(o" X WOOD BASE WOOD FLOOR AND SUB-FLOOR DOOR AND WINDOW CASING: LINE OF EXTERIOR DECK F I RST FLOOR HR 42 9 1-1/411 X 4-1/all • WINDOW SILLS: ■ 11V BCI 908 2.0 61611o.C.W/ .. } iY V'rY " ■ +' " R30 SOUND/THERMAL INSULATION HR 2504 1 1/V' X AS REQ.D x " METAL FLASHING ¢ - - - - - - - -- - - - - - - - - CROWNS: IN ALL ROOMS EXCEPT CELLAR STORAGE AND MECH RM., ATTIC AND GARAGE THRU COPPER TERMITE SHIELD -;;r> DBL.2 X 6 PLATE WITH COPPER47 8° TERMITE SHIELD HR X40 1" X -i" (PROJ. 4-1/1(0, HT. 5-5/16 110. STONE BASE D ANCHOR BOLI 3'-m" oc ADD SECONDARY' TRIM BOARD BELOW GROWN HR 112 -1MDFPR 3/4X 1-1/2 GRADE TO MATCH EXIST- all ,4 s 16" L WITH 3" SQ. PLATE ADJUST HT. TO - a-1/2" ON FIRST FLOOR AND 7' ON SECOND FLOOR. PITCH FROM HOUSE "a NEW 10" CONCRETE RAM 1 L� RMPROJECT N0: , ,, ----- 4" STONE/BRICK SHELF FOUNDATION WALLARC FURRED OUT W/2 X 4 GWB ,. �O E) ASPHALTIC WATERPROOFING 4 2039 N BATT INSULATION d�� G °: �� SCALE: AND - t SEE FOOTING DETAIL Dl/AO04 2 REVISION NO: CELLAR FLOOR - - - - - - - - - - - - - - - - e - - - -e- -- - - e - - - - - - a - - - - - - - - - 2m.4m' NOTES: c},w''a�, p� ,JdNE leo, 2021 /\ �^ 1 ISSUE DATE: :ALL INTERIMOLDING TO BE POPLAR, PAINT READY OR MDF a ° OR D' SEAL: F MAR. 2(o, 2021 :INCLUDE ALL MOLDINGS IN 511D. DRAWING FILE: a ' a ° :SUBMIT SAMPLES FOR OWNERS FINAL APPROVAL PRIOR TO ORDERING A301WALLSECTION T�P I CAL WALL 5E CT I ON C DRAWING NO: 1„ 10" �„ A301 SCALE = 3/4" = V-011 Gustayson/Dundes COPYRIGHT © 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS. Q JUNE 1(o, 2021 DOB COMMENTS _ _._...,.......... .. MIDPOINT OF GABLE SHINGLE ROOF ______- ---,--. --.. CUDH-NG 2018_CUDH-NG 2018 ATTIC FL. __.._. . ... METAL RAIL .G _--CUDH-NG 2622__.-..... _ __.__.___._ . _ _....... _... .. .._.. CUDH-NG 2622 CUDH-NG 2622 m SECOND FL. STANDING: SEAM METAL ROOFSONG _._.. PROJECT N"E: - REPLACEMENT DWELLING METAL RAILING CUDH-NG 2016 _..__ - 4SOO PARADISE POINT ROAD SOUTNOLD, N1' 11c FIRST FL. - DH-NG 4 _._. __. —_ ^_ _.. — DRAWING TITLE: LEFT SIDE (EAST) ELEVATION of STONE BASE GRAD GRADE _ ELEV 26.3' I ELEV 26.3' _ — ELEV 25.3 I I 4.14 ELEV 25.1'1 I I I I vERAGE GRAD ELEV 24.3' I I I I I - Fj L7 III I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � CELLAR FL. r - - - - - -I 1 I I 14 I l— J I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J r PROJECT NO: ,,�-D ARC 2039 , ' ``�`0 R 0 �F LEFT (E A5T) ELEVATION <v,. _ r . �s SCALE: A204 SCALE = 1/4" = 1'-0" LOOKING: WEST REVISION NO: NE 16, 2021 ISSUE DATE. EA 0'-- MAR. 26, 2021 DRAWING FILE: 42 04E L E VAT I ON5 DRAWING NO: A =-- 2 Gustayson/Dundee IGHT 2021 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ALP RIGHTS ©SERVED UNLESS ACTING UNDER THE DIRECTION OF A ALL MECHANICAL FASTENERS TO BE A NON-FEROUS TYPE AND NOT LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. PENETRATE THE WATERPROOF IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: MEMBRANE BELOW IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX Structural Engineer: TO HIS ITEM THE SEAL AND THE NOTATION Luigi Pascarella, PE, PLLC INCLUDE AIR SEALING AT ALL SEAMS t THERMAL "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND P.O. Box 797 "L" SHAPED FLASHING (TUCKED UNDER SIDING) BARRIER ON EXTERIOR WALLS THE DATE OF SUCH ALTERATION, AN[) A SPECIFIC Deer Park, NY 11729 DESCRIPTION OF THE ALTERATION. 516 987 0558 I x 4 DECKING He STEEL STRAP TO ATTACH Soils Engineer: STUDS TO BAND JOIST AT DBL. PLATE 2 x 2 SLEEPERS Jim Deerkoski, PE "E.P.DM." ROLLED ROOFING 1 298 7116 VAPOR BARRIER WOOD BASE 3/4" MARINE GRADE PLYWOOD FURRING STRIPS FINISHED WOOD FLOOR t SUB FLOOR and Surveyor: 3'-0" HT.METAL RAILING/POSTS 3j4" PLYWOOD .B.D. atson Land Surveyor AND SPINDLES WITH DESIGN 7 STEEL BEAM w/BLOCKING 21 Grove Place (SEE STRUCTURAL DIGS) SECOND FL Baby;on, NY 11702 —{2 — — 631 328 3422 METAL GUTTERSr— OVER,FASCIA BOARD -____t IN BCIs w/ Building Dept Consultant: P30 SOUND/THERMAL INSULATION METAL FLASHING I TREATED 2 x 10s 6Iro" O.C.w/ Mike imac R30 CLOSED CELL SOUND/THERMAL MAL INSU I 1 658 6807 WOOD SOFFIT LINE OF GWB CEILING CROWN MOLDING (T.B.D.) REVISIONS: ROWN MOLDING COFFERED CLG. BLOCKIN CROWN MOLDING METAL JOIST HANGER BY "SIMPSON STRONG TIE" Q JUNE fro, 2021 He STEEL STRAP TO ATTACH DOB COMMENTS STUDS TO BAND JOIST AT DBL.PLATE PTD.CLAPBOA 5iB G.W.B. SIDING KITCHEN � DINING RM. D D TAIL AT REAR DECK A302 SCALE = 3/4" = 1'-0" REFER TO STRUCTURAL DRAWINGS FOR SIZES AND SPECIFICATIONS FOR ALL STRUCTURAL MEMBERS 2x6 16" O.C. STORAGE AREA ASPHALT SHINGLED RO 0 Q 0 �p 1 EE WALL AT DORMERS ONLY LE ' 12 Q 12 � \ ATTIC FL — --— --- ._ — ATTIC FL 2 x 10 A 1&" O.C. PROJECT NAME: — —no PRIVATE BATH WAL<-IN HALL REPLACEMENT DWELL ING _.. . CALUCRI RESIDENCE _-..� LIF 246 4800 PARADISE POINT ROAD SOUTHOLD, NY 119-11 _...•CUDH-NG 2622p._..--u ._. _ -___.-CUDH-NG 2622.---_ __... _,•- NG-NG 2622_ ._. - -__ j� 1 _. ------- DRAWING TITLE: HOUSE SECTION � ELEVATION SECOND FL -302 — FLI CO D 11 7/8 BCIs We 2.0 2 x 10 1T leo" O.C. FAMILY RM. w/ R30 CLOSED I I CELL INSULATION � � ALL ,. "}t. JC' Ow, ........ .,.. ....,,......... _, ...,,.,..., - -, .a I I DH NG 36 > - UDH-NG 3624 CUDH NG 3624 -C I ��° �.' i _�._. - ._- ... r ■ FIRST FL. -..._... _ __....__. ..__.___..__ .... ... ;a I ��• FIRST FL. � TREATED 2 x 10s 16" O.C. 11 "1/S " BCIS g05 2.0 is 16"o.a. 4 � F 1 STAIR HALL GRADEx GRADE ELEV 25.8 , .:.1 0 0 0 0 i It; ' 1 I PROJECT NO: AR 2039 - - - - - - - - - - - - - - - - - - J ` SCALE: CELLAR FL CELLAR FL REVISION NO: v E 16, 2021 HAUNCH ISSUE DATE: AO04 S 5/ EE D SE L: MAR. 2(o, 2021 Fj — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RA WING FILE: A302H0USESECTIONS ELEVATION H ,5 E e C T I O N DRAWING NO: -302 SCALE = 1/4" = 1'-0" -302 SCALE = 1/4" = 1'-011 _ Gustayson/Dundee IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, COPYRIGHT © 2021 UNLESS ACTING UNDER THE DIRECTION OF A ALL RIGHTS RESERVED LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX Structural Engineer: TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED 5Y" FOLLOWED 5Y HIS SIGNATURE AND Luigi Pascarella, PE, PUC P.O. Box 797 THE DATE OF SUCH ALTERATION, AND A SPECIFIC Deer Park, NY 11729 DESCRIPTION OF THE ALTERATION. 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS: Q JUNE 16, 2021 DOS COMMENTS 2x6616" O.G. — — —12- — 12 STORAGE AREA I ATTIC FL 2x10616" O.C. ` 2x10916" O.C. MASTER BEDROOM HIS CLOS, CLOS. BEDROOM HALL = r r ' I � r ° [no UP 15R PROJECT NAME: — - -- Gustayson/Dundes IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, COPYRIGHT © 2021 UNLESS ACTING UNDER THE DIRECTION OF A ALL RIGHTS RESERVED LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CONSULTANTS: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX Structural Engineer: TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED Bmf'" FOLLOWED BY HIS SIGNATURE AND Luigi Pascarella, PE, PLLC P.O. Box 797 THE DATE OF SUCH ALTERATION, AND A SPECIFIC Deer Park, NY 11729 DESCRIPTION OF THE ALTERATION. 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS: 0 JUNE 16, 2021 DOB COMMENTS 2 a iv16"o.c. �r.• a 12 12 F- I UCA2428 UCA2428 UCA2428 UCA2428 0 r— 2x10a ol6"o.c. LLI CUDH—NG 2018 I ATTIC- FL 2 x 10 16" O.C. 2 x 10 a 16" O.G. __...._.....,,.,,...._._._....._., _..,...",. _.__.... . _ .,.._ ATH IRt HER CLO _..__ ......__.._.._._... ..... .. - HALL " �" - UDH—NG 3626 UDH—NG 3626 -- CUD HP NG 4878 CUDHP G 4878 — " " "'"' ' "'"'"" ' PROJECT NAME: UP1bR __. _..._.._......_..._. _ .. _._.___,.. __._..._ _....... _ _._._.._..._...__ __..__.__ _-----_.- __ SFGOND F INGn -ii8 ° Bcia 65005 f.8 fro" O.c. _ ___._-_-____ .._.-......_...__.__-_.. ._-------- __ _ ._ .._._ — fi� PLr4C MENT DWELL - - - - - - - OR RESIDENCE E - C C 401 CUDHT NG 401 - __I CUDHT NG 401 C DHT NG J401 1CUDHT NG 401 CUDHT NG 401 i i 4800 PARADISE POINT ROAD L � I _. ' _.___ DRAWING TITLE: UDH— 4024UDH—N 4024 HOUSE SECTION =L- CUDH— G 4028 CUDH— G 4028 CUDH— G 402 CUDH—NG 4028 — — — — — — — — — — a r ` _ N ILA GRADE ' "' i GRADE _ f 4" GONG.SLAB ON GRAD _ ' STONE SAS ° VN &t 1' aY"'"rte• a '—� Vi a � PROJECT NO: 2039 RC <iAll SCALE: ¢' T REVISION NO: as�z ,SINE 16, 2021 ISSUE DATE: S 1 �40U5EH SECT ION REFER TO STRUCTURAL DRAWINGS EAL: �-�" MAR. 26, 2021 A304 SCALE = 1/4" = 1'-0" FOR SIZES AND SPECIFICATIONS FOR RAWING FILE: ALL STRUCTURAL MEMBERS 4304HOJSESECTION DRAWING NO: Gustayson/Dundes IT IS A VIOLATION OF THE LAUD FOR ANY PERSON, COPYRIGHT C 2021 UNLESS ACTING UNDER THE DIRECTION OF A ALL RIGHTS RESERVED LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM 5EARING THE SEAL OF AN ARCHITECT CONSULTANTS: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX Structural Engineer: TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED 51Y" FOLLOWED 5Y HIS SIGNATURE AND Luigi Pascarella, PE, PLLC P.O. Box 797 THE DATE OF SUCH ALTERATION, AND A SPECIFIC Deer Park, NY 11729 DESCRIPTION OF THE ALTERATION. 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS: Q JUNE 16, 2021 D05 COMMENTS - - - - - - - - - - - - - - - - - - - - I - - - - - - - - -- - I I I I � � I I I 12 \\ I I pl 12 I EE ® ®EB ® I \ I I I / UCA2424 I UCA2424 _ ATTIC FL — —I - -- – 2x10e16" O.C. 2xlfd016" O.C. — — - M. 5EDROOM 5ATH RM. 5ATH RM. BEDROOM 5EDROOM 5ATH RM. LE :�JFTJ 1IR 868 HHc� --D IUI F=1 I Ll SECOND F Ii 1/8 " 5CIs 90s 20 16"o.c. it 1/8 " 5CIs Ws 2.0 s 16"o.c. PROJECT NAME: - ' - - - KITCHEN REPLACEMENT DWELLING 5EDROOM CALUORI RESIDENCE CU NG 41 _ 4800 PARADISE POINT ROAD Ll L-IF- 0 SOUTHOLD, NY 11911 U Z84C 0 DRAWING TITLE: EE FE HE HOUSE SECTION GREAT OM Q FIRST FL. -- - 11 v8 " 5CI8 908 2.0 0 16"o.c. -- 11 7/S " 5CIs 908 2.0 Q 16"O.c. -LI[C -Ni t 7-7-77�—' 7-7 10a STORAGE FAMILY ROOM FAMILY ROOM STORAGE GRADE GRADE D O D CELLAR FL � � � 4" CONC.SLA r,. BMW, • 9A k � PROJECT NO: D A �,� 2039 atiC,R U G S TCI SCALE: F>� 0 REVISION NO: SNE 16 2021 ISSUE DATE. (s7T) HOU5E SECT ION REFER TO STRUCTURAL DRAWINGS s AL:� - MAR. 26, 2021 FOR SIZES AND SPECIFICATIONS FOR RA WING FILE: jo SCALE = 1/4" = 1'-0" ALL STRUCTURAL MEM5ERS 4305HOUSE5ECTION DRAWING NO: 74 LODI) Gustayson/Dundee COPYRIGHT (0 2021 ALL RIGHTS RESERVED CONSULTANTS: CLOSET 241, UC REF BAR SINK Structural Engineer: i o O Luigi Pascarella, PE, PLLC � i P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 296 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 _Lj Building Dept Consultant: Mike Kimack 516 658 6807 REVISIONS: 0 JUNE 16, 2021 DOB COMMENTS CELLAR WET BAR f=LA 1 A401 SCALE = 1/2'' = 1'-O" 241, UC REF \ / ♦\ C\. \ / ` ":;:• PROJECT NAME: REPLACEMENT DWELLING CALUORI RESIDENCE 4800 PARADISE POINT ROAD rE WET 54R ELEVATION L OOK INe EAST SOUTHOLD, N"- 11g-11 DRAWINC TITLE: 1�tO�2 5CALE 1/2" I'-011 WET BAR ELEVATIONS 717 PROJECT NO: � r ED a.hc /y 2039 0R G '� f�I SCALE: 3 O REVISION NO: f-+re.n:�}' JUNF_ 16, 2021 O 0 1 J, -ISSUE DATE: SEA . o MAR. 26, 2021 D WING FILE: 44021. ET5,4R DRAWING NO: NAILING SCHEDULE (TABLE 3.1) tg, -STRW Gustayson/Du �LOC�tVG AT ENDWALL. COPYRIGHT ® z021 ozl ndes MINIMUM ROOF LIVE LOADS ALL RIGHTS RESERVED 2W � QlEOIAam FOR ALL PEW OOhSTTi,CT17N AND/OR WW AIL11ilOFJSi JOINT DESCRIPTfON NUMBER OF NAILS NAIL SPACING FLOOR SHEATHING ( IN POUNDS-FORGE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) nwEND F _ ° BLO0,[F*z DAYS RAFTER TO TOP PLATE 3 - 8D COMMON NAILS PER RAFTER STRUCTURAL PANELS: TRIBUTARY LOADED AREA ° ATM BACK O 48•ec. CONSULTANTS: (TOE NAILED) IN SQUARE FEET FOR ANY ° ° CEILING JOIST TO TOP PLATE 3 - SD COMMON NAILS PER JOIST SD COMMON NAILS b" OC AT PANEL EDGE AND 12" OC IN FIELD °° Structural Engineer: ° � �{ g ROOF SLOPE STRUCTURAL MEMBER. E'y (TOE NAILED) DIAGONAL BOARD Luigi Pascarella, PE, PLLC CEILING JOIST TO PARALLEL I - 16D COMMON NAILS EACH LAP RISE 4 INCHES PER FOOT (1,B)TO LESS 45 { P.O. Box 797 RAFTER (FACE NAILED) 2 - 8D COMMON NAILS PER SUPPORT THAN 12 INCHES PER FOOT (I,I) a Deer Park, NY 11729 1 516 987 0558 CEILING JOIST LAPS OVER '1 - 160 COMMON NAILS EACH LAP PARTITIONS (FACE NAILED) CEILING SHEATHING BLOOM F.BAYS Soils Engineer: MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS °"�K"� COLLAR TIE TO RAFTER 4 - SD COMMON NAILS PER TIE 5D COOLERS 7 AT PANEL EDGE AND 10" OC IN FIELD ( IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION ) Jim Deerkoski, PE (FACE NAILED) EXCEPTION: BLOCKING IS NOT REQUIRED WHEN AN 631 298 7116 BLOCKING TO RAFTER 2 - 8D COMMON NAILS EACH END ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO (TOE NAILED) BRACE THE GABLE ENDWALL OR WHEN A HIP ROOF Land Surveyor: EXTERIOR BALCONIES 40 RIM BOARD TO RAFTER 2 - 16D COMMON NAILS EACH END 60 SYSTEM IS USED F.C. Watson Land Surveyor (END NAILED) DEQ �� ENDUJALL BLOCKING DETAIL 21 Grove Place ATTICS WITHOUT STORAGE Im LSTA24 20 GA RIDGE STRAP - 24 LONG Baby;on, NY 11702 WALL FRAMING HEADER SCHEDULE (TABLE 321) ATTICS WITH STORACsE 40 631 328 3422 TOP PLATE TO TOP PLATE 2 - 16D COMMON NAILS PER FOOT FOR 2 X 4 WALLS: ROOMS OTHER THAN SLEEPING 30 ROOMS INSTALL 11/4" WIDE 20 GA GALVANIZED "STRAPPING 616OG WITH 2 - 8D 4 SLEEPING ROOMS 7YE�IGt •�� Building Dept Consultant: (FACE NAILED) , „ 40 NAILS a EACH END. MIN. 12" BEARING SPACING CORNOtS ALL OPENINGS -6 OR LESS REQUIRE 2 - 2 X 8 MINIMUM STAIRS 2� HEADER WITH 2 JACK STUDS EACH SIDE ON RAFTER SURFACE s u•on mvo Mike Kimack TOP PLATES AT INTERSECTIONS 4 - 16D COMMON NAILS JOINTS - EACH SIDE GUARD RAILS/HANDRAILS +,•-----,.-.._-_.-- ..�Y? 1 (FACE NAILED) s'-0 o.c lase stay) 12 mese ALL OPENINGS 4'-6" TO V-0" REQUIRE 2 - 2 X 10 MINIMUM a * 518 658 6807 STUD TO STUD 2 16D COMMON NAILS 24" OC WITH 2 JACK STUDS EACH SIDE GLAZING PROTECTION FROM WIND BORNE DEBRIS WHERE REQ'D Ek (FACE NAILED) FOR 2 X 6 WALLS: NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF A REVISIONS. HEADER TO HEADER I6D COMMON NAILS 16" OC ALONG EDGES 1/16" AND A MAXIMUM SPAN OF V-0" FOR EVERY WINDOW.PANELS PLAN (FACE NAILED) ALL OPENINGS LESS THEN 6'-0" REQUIRE 3 - 2 X 8 MINIMUM HEADER WITH 2 JACK STUDS EACH SIDE SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED WITH TOP OR BOTTOM PLATE 2 - 16D COMMON NAILS PER 2 X 4 STUD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE TO STUD (END NAILED) 3 - 16D COMMON NAILS PER 2 X 6 STUD ALL OPENINGS 6'-0" TO V-0" a�REQUIRE 3 - 2 X 10 MINIMUM SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. s• Nn HUT� X 5l1B•wAS1�15 4 - 16D COMMON NAILS PER 2 X 8 STUD WITH 2 JACK STUDS EACH SIDE MR-F SILL PLATE ANY OPENINGS LARGER THEN SIZES LISTED OR SUBJECT TO FASTENER TYPE FASTENER SPACING cstucDE �SLAB� BOTTOM PLATE t0 FLOOR JOIST, 2 - 16p COMMON NAILS PER FOOT POINT LOADS OR OTHER UNIQUE CONDITIONS REQUIRE WIr ,ANaM BANDJOIST, END JOIST OR AMO OTHER NGINEERED HEADER PANEL SPAN PANEL SPAN PANEL SPAN ara'as nrx�loe _ A FLITCH BE R ERE ears cr�a BLOCKING (FACE NAILED) 4'-0" 4'-6" 6'-8" P,y�D s 2 1/2" WD.SCREWS I6" 12" 9" DOWrETE FLOOR FRAMING TOP PLATE SPLICE DIMENSION (TABLE 320) 2 I/2" •8 WD.SCREWS I6" I6" 12° FOUMATI SEMON JOIST TO SILL, TOP PLATE 4 - 8D COMMON NAILS PER JOIST THE MINIMUM SPLICE DIMENSION FOR DOUBLE TOP PLATES OR GIRDER (TOE NAILED) TO BE 4'-0" OR THREE STUDS BAYS GENERAL NOTES BRIDGING TO JOIST 2 - 8D COMMON NAILS EACH END DOUBLE TOP PLATES SHALL OVERLAP AT CORNERS ANDANCHOR BOLT SPECIFICATION (TOE NAILED) AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR LOAD BEARING WALLS i ALL CONSTRUCTION IS TO CONFORM TO NYS AND LOCAL BUILDING CODES. BLOCKING To JOIST 2 - 8D COMMON NAILS EACH END 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPT. 1. USE 5/8" DIA. ANCHOR BOLTS WITH MIN. III (TOE NAILED) REQUIREMENTS. EMBEDMENT INTO CONCRETE WITH 3" SQUARE X SILL PLATE ANCHORAGE (TABLE 32A) 5/16" WASHERS AND END NUT SETUP BLOCKING TO SILL OR TOP 3 - I6D COMMON NAILS EACH BLOCK 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL,N.E.G. AND UNDERWRITERS PLATE (TOE NAILED) ANCHOR DOUBLE PLATES To FOUNDATION WITH 5/8" ANCHOR BOLTS REQUIREMENTS. MT530 - 16 GA STRAP FROM RAFTER TO STUD BELOW 2. ANCHOR BOLTS NOTED ARE NOT TO BE USED FOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS LEDGER STRIP TO BEAM 3 - I&D COMMON NAILS EACH JOIST 16" LONG V-0" OC WITH 3" SQUARE 1/8" TH. WASHERS INSTALL 1'ia" WIDE 20 GA GALVANIZED 3. ONE ANCHOR BOLT TO BE LOCATED BETWEEN (FACE NAILED) 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR STRAPPING X16" OC WITH 3 - 8D 6 MIN TO 12 MAX FROM ENDS AND CORNERS START ANCHOR BOLTS 12" FROM EACH COMER OR INSTALL TO START OF WORK. NOTIFY ARCHITECT OF CONFLICTS E DISCREPANCIES. JOIST ON LEDGER TO BEAM 3 - SD COMMON NAILS PER JOIST SIMPSON HOLD DOWN AT COMERS NAILS 6 EACH END. MIN. 12" BEARING (TOE NAILED) 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS OVER SCALED DIMENSIONS. ON STUD SURFACE BAND JOIST TO JOIST 3 - I&D COMMON NAILS PER JOIST COORDINATE LOCATION OF ANCHOR BOLTS WITH FLOOR JOIST LOCATION LARGER SCALE DETAILS TAKE PRECEDENCE OVER SMALLER DRAWINGS. (END NAILED) SO THAT ANCHOR BOLTS DO NOT INTERFERE WITH JOISTS SHEATHING TO BE NAILED TO TOP PLATE 6. THE ARCHITECT IS t0 BE NOTIFIED OF ALL REVISIONS TO THE DESIGN AND IS BAND JOIST TO SILL OR TOP 2 - 16D COMMON NAILS PER FOOT INSTALL 20 GA HURRICANE STRAPS UNDER PLATES AT EVERY STUD NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. PLATE (TOE NAILED) -I. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK ROOF SHEATHING (TABLE 3.8) SIMPLIFIED ROOF SHEATHING DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD 4'-0" PERIMETER ZONE: PRESSURE d NAILING ZONES PRACTICE. ALL SURFACES TO BE STRAIGHT, LEVEL AND PLUMB. END LENGTH 80 COMMON NAILS 6" OC AT PANEL EDGE AND 6" OC IN FIELD S. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE. INTERIOR ZONE: S. THE INSTALLATION OF ALL PRODUCTS AND MATERIALS TO CONFORM TO 8D COMMON NAILS 6" OC AT PANEL EDGE AND 12" OC IN FIELD OO ® I MANUFACTURERS RECOMMENDATIONS AND REQUIREI'1E1TS. LENGTH ' 10. CONCRETE TO BE 4000 PSI MIN. ON 2 TON PER SQUARE FOOT SPANK 20 GA HURRICANE STRAPPING TO BE INSTALLED OVER RIDGE AT EACH ---- - ----_T_,_____ --- ---- ------ ------ SOIL BEARING CAPACITY. PORCHES, STEPS, GARAGE SLABS HAUNCH AND OTHER RAFTER EXTEND 2'-0" MINIMUM ON EACH SIDE. ATTACH STRAPS AS Qj EXPOSED SLABS TO HAVE 3500 PSI MIN. CONCRETE. VERIFY SOIL SEE DETAILS ON STRAPPING PER MANUFACTURERS RECOMMENDATIONS ` J BEARING CAPACITY IN FIELD. STEEL TO BE ASTM A-36. AT FOUNDATION AND OTHER INFORMATION ODD PROJECT NAME: WALL SHEATHING (TABLE 3.S) I 1Q ( ; ! 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS Provide minimum 1' LENGTH ' AND UNDER TUBS. SPACE JOISTS 12 OC UNDER ALL BATHROOMS AND REPLACEMENT DWELLING 4'-0" EDGE ZONE: end distance TYPICAL NOTES THAT APPLY FOR FOUNDATIONS Cry-4LUOR1 RSID1=1�1CI= �j IO KITCHEN AND OTHER AREAS WITH STONE FLOORIN'�. Equal number of SD COMMON NAILS 6" OG AT PANEL EDGE AND 12" OC IN FIELD I ________ _________ specified nails in O 12. HEAVY DUTY JOIST HANGERS (TECO) REQUIRED AT ALL FLUSH CONDITIONS. each end INTERIOR ZONE: ( ' I. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE � 0 ! 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR *2, fb = 1'50 PSI, E = IAM PSI (SIMPSON HDQS OR PHD6) 4800 PARADISE POINT ROAD 80 COMMON NAILS 6" OC AT PANEL EDGE AND 12" OC IN FIELD - -----' -----1----------------"-" ® ALL HEADERS AND GIRDERS TO BE DOUG-FIR *2, fb c 1250 PSI, E = 11M PSI. 2. 5/8 ANCHOR BOLT 16 LONG MIN. 3 0 OG SOUTHOLD, NY IIc3 11 UNLESS OTHERWISE NOTED ON THE FRAMING PLAN. CS16 16 GA FLOOR TO FLOOR TIE WITH 3 BY 3 BP WASHER (12 FROM CORNERS) SIMPLIFIED WALL SHEATHING ® ! 14. PREFABRICATED FIREPLACES AND FLUES SHALL BE UL 121 APPROVED. COORDINATE LOCATION OF ANCHOR BOLTS WITH FRAMING DRAWING TITLE: PRESSURE NAILING ZONES ________ ________ _ ________ INSTALL 1'i4" WIDE 20 GA GALVANIZED 3. ALL BEAMS BEARING ON CONCRETE FOUNDATION WALLS TO BUILDING CODE COMPLIANCE "-----"i- ----"---'- i-------- 15. PROVIDE BRIDGING OF SOLID 2X OR I8 GA STRAPS NOT TO EXCEED V-0" OC. STRAPPING 616 OC WITH 3 - 8D PROVIDE WATERPROOFING AND TWO INCH INSULATION AS PROTECTION BOARD NAILS 10 EACH END. MIN. 12" BEARING REST ON STEEL BEARING PLATES. ALL LVL'S NOT TO CONTACT INFORMATION AT ALL EXTERIOR FOUNDATIONS WALLS. ON STUD SURFACE CONCRETE. DO NOT PACK LVL'S - ALLOW VENTILATION. 1-1. ALL FLITCH PLATES, LVL'S AND GIRDERS TO BEAR ON SOLID WOOD POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 18. INTERIOR BEARING WALLS TO BE BLOCKED 4'-0" OC. . ... .___ _2 ... ___.-. _.. .. I5 I IS. ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION. j � I77 ' BATHROOM EXHAUST VENTILATION SHALL SUPPLY A MINIMUM OF 80 CFM FOR "� ...A._.._.._._..-` ' © 20. INTERMITENT USE AND 20 CFM FOR CONTINUOUS USE. DECIBEL RATING TO BE Q5 1.0 SONES OR HIGHER RATIO LIMITS = H/L L 3 1/2 21. HEATING SYSTEMS SHALL BE REQUIRED TO PROVIDE AND MAINTAIN A MINIMUM 1 PLYWOOD NOT ' -{OWN WALL SHEATHING NAILING SCHEDULE ROOF SHEATHING NAILING SCHEDULE OF 68 DEGREES F AT THREE FEET ABOVE THE FLOOR AND TWO FEET AWAY -FCR CLARITY FROM EXTERIOR WALLS IN HABITABLE ROOMS. ■ > SOLD SLACKING C- ZONE 5 ZONE 6 ZONE 1 ZONE 2 ZONE 3 ZONE 4 22. GLAZING SHALL CONFORM TO THE NYS RESIDENTIALCODE. TEMPERED GLAZIINC SEALS IN ALL SIDELIGHTS AND DOORS. j FIELD 12" O.G. 12" O.C. FIELD 8" O.C. 12" O.G. 3" O.G. 4" O.C. 23. ALL NEW BEDROOMS AND HABITABLE SPACES BELOW GRADE SHALL HAVE EGRESS WINDOWS. .. EDGE 6" O.C. 6" O.G. EDGE 4" O.C. 6" O.G. 3" O.C. 4" O.C. - � p _ 'ter + 24. PROVIDE A HARD-WIRED SMOKE AND CARBON MONOXIDE DETECTION SYSTEM '` l _ � -M PLYWOOD SHEATHING ` WHERE REQUIRED BY CODE AND AS SHOWN ON THE DRAWINGS. CONNECT TO `.w - ^- """�" - �� m ',� "�'„ „ CENTRAL STATION WITH BACK-UP POWER SOURCE. =a. ...4_ r x ,r Y - ;f 3D COMMON NAILS C�9 6 ALL 1/2 EXT. PLYWOOD WALL SHEATHING TO BE SECURED ALL 1/2 EXT. PLYWOOD WALL SHEATHING TO BE SECURED , = ice,~ A:`:. �� r' m „w O.C. EDGE & FIELD. _..... _a PROJECT NO: WITH 6d COMMON NAILS-2" X 11 1/2' GA.- PATTERN AS WITH 8d COMMON NAILS-2 1/2" X 10 1/4' GA.- PATTERN AS 25. ALL STAIRWAYS SHALL CONFORM TO THE NYS RESIDENTIAL CODE AND AS NOTED: " _ Zen q�, INDICATED ABOVE. INDICATED ABOVE. ;a .._ , "~ i �� C 2039 STAIRWAY WIDTH 36 INCHES MINIMUM HANDRAIL HEIGHT 34 IN. scALE: ... ._ _.... r _.. .. NOTE: THIS SET OF PLANS WAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN MAXIMUM RISER HT 8 'i4" MAXIMUM HANDRAIL HEIGHT 38 IN ' .< ' r -` s n i HOLD DOWN SE <`,, r, MIN. TREAD DEPTH S INCHES MINIMUM HANDRAIL DIAM. 1 1/4 IN '* `" --W' DETAILS THIS SHEET �" 5_ "1, 71 FOREST AND PAPER ASSOCIATION CAF t PA) WOOD FRAME CONSTRUCTION MANUAL MIMIMUM NOSING 3/ INCHES MAXIMUM HANDRAIL DIAM. 2 IN. f� "' ,r "' FOR ONE AND TWO FAMILY DWELLINGS, 1995 SBC HIGH WIND EDITION. MAXIMUM NOSING 13/4 INCHES MINIMUM HANDRAIL CLEAR 1 1i4 IN ��;' ..`r '; wl. >� REVISION N0: MIN. CLEAR HEADRM 84 INCHES MINIMUM NO. OF HANDRAILS ONE ti ` MINIMUM ILLUMINATION 10 FC MINIMUM GUADRAIL HEIGHT 36 IN. ISSUE DATE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, BALUSTER SPACING AT ALL TYPES OF RAILINGS SHALL HAVE A MAXIMUM 4 IN. UNLESS ACTING UNDER THE DIRECTION OF A CLEAR OPNG. MAXIMUM 6 INCH DIAM. OPENING AT THE TRIANGULAR SPACE SEAL: -- MAR. 2(0, 2021 DRAWING FILE: LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. SHEARUJALL SEGMENT DETAIL CTYP� 40035LDGNOTES CM0 IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX 26. GENERAL CONTRACTOR SHALL RETAIN SERVICES OF LICENSED ENGINEER DRAWING NO: TO HIS ITEM THE SEAL AND THE NOTATION TO DESIGN SHORING DETAILS FOR EXCAVATION AND SHALL BE TOTALLY 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN SHALL BE CONTINUOUS FROM SILL TO "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND RESPONSIBLE FOR DESIGN AND INSTALLATION. TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. THE DATE OF SUCH ALTERATION, AND A SPECIFIC 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE (SIMPSON HDQ8 OR PHD6) _ DESCRIPTION OF THE ALTERATION. V2D00) 0 3 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, Gustayson/Dundes UNLESS ACTING UNDER THE DIRECTION OF A COPYRIGHT Q 2021 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ALL RIGHTS RESERVED IF AN ITEM BEARING THE SEAL OF AN ARCHITECT BEAM BEARING ONTO POST IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX CONSULTANTS: - �° � ° _ _ ---- - '----- ---�- - d ° ° TO HIS ITEM THE SEAL AND THE NOTATION 11=III=III=11 Structural Engineer: WOOD PLATE OR ° ° °d d 1=1 li ,I_II� �I I„ "ALTERED BY" FOLLOWED BY HIS SIGNATURE ANDloll x 8 a ° X111- THE DATE OF SUCH ALTERATION, AND A SPECIFIC Luigi Pascarella, PE, PLLc BEARING PLATE WITH 2 ANCHORS ---------- ° "L" ° a d DESCRIPTION OF THE ALTERATION. P.O. Box 797 INTO CONCRETE 4'-011 MAX. °T�i °d _ ___ Deer Park, NY 11729 ° I'-6" DEEP POCKET II—III—I 1- 516 987 0558 p ° d =1I1=1II. ° Soils Engineer: ES: "R"= 2'-0" (MAX) Jim Deerkoski, PE ° d "L"= 2 x "R" 631 298 7116 Land Surveyor: MIN. D g POCKTARING [DETAIL D I0 Y P, S T E P P E D FTG.G, DETAIL F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 A00� SCALE = 1" = 1'-0" A004 SCALE = N.T.S. 631 328 3422 Building Dept Consultant: "WATCH DOG" WATERPROOFING _-� 05 BAR HORIZ. CONTINUOUS 12" FROM TOP OF WALL Mike 5imack 1'-4" CONSISTENT 516 658 6807 • • FND WALL,HT. VARIES -------------------------------------------------, 2" BOARD INSULATION D • DO NOT BACKFILL UNTIL �� STONE CAP GRADE (VARIES) REVISIONS: i SOIL FIRST FLOOR FRAMING 4 BRICK SHELF IS COMPLETE ----------- -- - - --- - - -- --� - - -- i � 2" CL. 11 i *5 BAR 618 OC. HORIZ. I d ° =1 11=1 11=1 11=1 I I- v I a *5 BAR 612" OC. VERT. ° 111E111=111—III—I 11=III=III=III-III= FACE OF FOUNDATION WALL * 11 05 11 I —I I m 11=1 I 1=1 I I=1 ----------------------------------- I Q. 5 BAR 32 OC (3 TOTAL CONTINUOUS BARS IN FDN WALL) W *5 6 1811 OCC HOE.VERT. °� ° °I I 1=I I 1=1 I 1=1 I 1=1 11= I=1 11=1 11=1 11=1 11=1 *5 AT VERTICAL 6 48" OC PRov1DE 2" COVERAGE 1° I° 111-1 I M1 I I=1 I M1 I I: ADD HORIZONTAL II1=1I1=1ILEI ILEI I1=1 i a ° CONT. AROUND CORNERS I=111=111-111-111—I I I= ---------------------------i . I� 1 �f II DIAM WEEP HOLES 8' Oc I ° I° 1 I II 111 I i 1111 111 i��I�- _ *5 DOWELS 48" Or, 6" ABOVE GRADE a I 1= 3'=011 TYPICAL i i ADD *8 6 8"OC VERTICAL - PRE-MOLDED FILLER OF °I°I POROUS P 1�1 NOTES I a . .a CAULK I °'d BACKFILL ' I w1CONC. xW 4 S� W/ �o" x 6° POOL I d D BAR 612" OC. 1. STEEL To BE ASTM Ag92 - 50 KSI , I I I I 2. CONCRETE TO BE fC = 3500 PSI ID 28 DAYS ' I - LE DWLs I I _I PAM ' THREE * 4 CONT. 612"o.c. LONG WAY ________ --- ______ ___ I I =1 I —I I -111=1 I I—III °I. 11 * 4 CONT. 624"o.c. SHORT WAY I I - -�i�_� �_� —�i—1 I je iq EACH WAY OC. TOP ' i i 4 8 4. *5 6 12"OC HORIZONTAL d d ° AA --------------------------- --- --------------- I = �0 t° a a a I i i A d a o a ° 6 MIL VAPOR BARRIER ° a i r I ° ° a a • °! •a ��J ,° d° 2 x 4 KEY .4 1 �� I d d 3" GRAVEL ° ° a IFOOTING BELOW SOIL 4s` I i *5 BAR 618" OG. i I I TIE TO DOWELS I i 2x4KEY GRAVEL 3'_011 i I (3) *5 REBAR CONTINUOUS 3'_0" 11_4" 21_ 11 BEAR FOOTING ON UNDISTURBED SOIL D DETAIL O —IA1�1�1C�—I D D �A I � O �"YP I CAL_ CORNER rD FOUNDATION 4 FOOTING DETAIL_ � 8 TYP. SECTION AT RETAINING WALL - II _ I II I II _ I It ,4004 SCALE = 1 - 1 -0 IF REQ'ID A004 REIN -ORI✓ (NG SCALE = 111 = 1'-0" A004 SCALE = 1 - 1 -0 (STRUC ENGINEER TO VERIFY REBAR) A004 SCALE = 1/2" = 1'-0" (STRUC. ENGINEER TO VERIFY REBAR) BEAD BOARD CEILING AT PORCH PROJECT NAME: REPLACEMENT DWELLING CALUORI RESIDENCE ALIGN 4,800 PARADISE POINT ROAD ------------ SOUTHOLD, NY 119-11 CEILING DRAWING TITLE: FOUNDATION DETAILS 2x WALL CONSTRUCTION MISC . FRAMING DETAILS 4" STD. PIPE COLUMN 10.'19 */FT. SEE PLAN FOR LOCATION 12" DIA. 3/4" FIN WOOD FLOORING INSTALL STRONGBACK PARTITION OF COL'S tj . COLUMN REINFORCEMENT IMMEDIATELY AFTER z 3/4" PLYWOOD SUB-FLOOR FRAMING .FULL LENGTH AT ALL PARTITIONS. 7777. LINE OF FINISHED FLOOR '51/2" BCI 50006 1.8 SERIES 616"O.G. 11 11 1011 x 1211 x 3/4" BASE PLATE ` ,M f "'• ■ . I/2 DIA. BOLT 24 O.C. WITH FOUR 314" DIAM. ANCHOR BOLTS «««««yyyyy' dddd STAGGERED --- - - -- - - — — - - - - -- -- - � " " r — — — a' 2- S1/2 X 13/4 L.YL.a W/ 1�/z Il STEEL PLATES 0 «- ' BLUESTONE STEPS dJ " � PORCH MAINTAIN STRONGBAGKS UNTIL E 1 GWB IS READY TO BE INSTALLED STONE FACING ' `' 77 RISER HD JOIST HANGER _ 0 - 3'-0" x 3'-0" x 1'-0" PEEP FTG. ________ WITH 4- *4 BOTTOM EACH WAY PROJECT N0: ---------- ------ -- �FtED ARC GWB FLOOR . . . . ��S�aPV3FORD Gjf� 2039 SCALE: O REVISION NO: ISSUE DATE: I �"�I'PICAL_ COL_1.,I1�IN DETAIL �- C D D �"AIL O IN� RIOR COL_l.,Ii�IN �G. �n1 2 �"YP I CAL_ D AIL_ OF FL. I TCH 5E X-1 3 S�"R'ONG 5A K DETAIL EAL: -- MAR. 2�, 2021 DRAWING FILE: A00� SCALE = 3/4" = 1'-0" 4004 NTS A004 SCALE = N.T.S. A004 SCALE = 1" = 1'-011 IF REO'D 4004FOUNDATIONDETAILS MODIFY DETAIL AS REQUIRED TO COMPLY WITH SPECIFIED DRAWING NO: NUMBER OF LVL'S AND FRAMING MEMBERS � � -4 Gustayson/Dundee COPYRIGHT (D 2021 ALL RIGHTS RESERVED S 1 S 1 r2 A303 A302 A202 CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PUC P.O. Box 797 10 Deer Park, NY 11729 17-1 516 987 0558 Soils Engineer: NEW GUITTERS 8 LEADERS Jim Deerkoski, PE TO NEW DRYWELLS — 631 298 7116 ° Land Surveyor: W s x s N 2 x 1 s F.C. Watson Land Surveyor — 21 Grove Place — — — — — — — — — — — — — — — — — — / — — — — — � � — \ — Baby;on, NY 11702 1 631 328 3422 I A304 I I I Building Dept Consultant: Mike Kimack I I 516 658 6807 U XDij x 0 ' C14I ❑ O REVISIONS: z � I N — I 1 a ll' PROVIDE FLA5WIN3 ' AS REQ'D. (TYP.) RIDGE V NT E-3 IL - - - - - - - - - - - — NEW ASP L R A203 I ( SNI Cx / I � = E-4 / PROVIDE FLASHIN \ I ' / N FDHALT ROOF / AS REQ'D. (TYP.) \ I I GLES A204F \ - - - - - - - - - - - - - - - - - - - - - / i I I � ❑ I I El W x s r NEW ASPHALT ROOF NEW CUTTERS d LEADERS SHINGLES TO NEW DRYWELLS S 1 w i > I � 30PROJECT NAME: REPLACEMENT DWELLING I PROVIDE ALTERNATE FOR GEDAR CALUORI RESIDENCE ROOF SHINGLES 4800 FARAD ISE POINT ROAD 2 1 SOUTHOLD, NY 11911 I W x s N x s DRAWING TITLE: ROOF PLAN E-1 A302 .=mgnyac`4'k;�«�ro• , .r.:firn.,�.i ,� +s: ;=:..:,...> r;, . awft 77 4„ ❑ ° A201 , y PROJECT NO: Q) 203'3 2039 SCALE: IT IS A VIOLATION OF THE LAW FOR ANI' PERSON, � �' k � 0 � UNLESS ACTING UNDER THE DIRECTION OFA ?, ti REVISION NO: R00� PL=AN LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ., 9o A105 SCALE = 1/4" = i'-0" IF AN ITEM BEARING THE SEAL OF AN ARCHITECT ' _ ,l ISSUE DATE: IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX sEAL; MAR. 26, 2021 TO H 1 S ITEM THE SEAL AND THE NOTATION DRAWING FILE: N RTH "ALTERED Bl'" FOLLOWED 51' H15 SIGNATURE AND 41051ROOFFL. THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DRAWING No: A = I (V/010-/ E5 DOOR SCHEDULE 3284 DESIGNATION ON PLANS INDICATES A DOOR THAT IS 2'-8" W x 1'-0" H DOOR TYPES Gustayson/Dundes COPYRIGHT C 2021 CELLAR FLOOR SECOND FLOOR ALL RIGHTS RESERVED DOOR 41 LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS DOOR LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS CONSULTANTS: � % \ Structural Engineer: B01 EXTERIOR TO GARDEN/POOL STORAGE A CLAD / WD / PTD V-0" x 1'-0" x 13/4" FROSTED LAM GLASS 2�1 CLOSET TO HALL C MDF / PTD (2)2'-4" x 6'-8" x 1 s/4" � j \ Luigi Pascarella, PE, PLLC \ P.O. Box 797 Deer Park, NY 11729 B02 EXTERIOR TO LOCKER EOOM O A CLAD / WD / PTD V-0" X 1'-0" x 13/411 202 HALL t0 BEDROOM 1 B MDF / PTD 2'-8" x 6'-8" x 13/4"O � 516 987 0558 Soils Engineer: B03 LOCKER ROOM TO CHANGING B MDF / PTD 2'-4" x 1'-0" x 13/411 203 WALK-IN CLOSET TO BEDROOM 1 B MDF / PTD 2'-0" x 6'-8" x 13/411 Jim Deerkoski, PE \ / 631 298 7116 B0 CHANGING TO BATH F MDF / PTD 2'-4" x 1'-0" x 131411 FROSTED LAM GLASS BEDROOM 1 t0 PRIVATE BATH B MDF / PTD 2'-0" x 6'-8" x 13/411 /� � � Land Surveyor: F.C. Watson Land Surveyor Bm�✓ BATH TO HALL F MDF / PTD 2'-4" x 1'-0" x 13/411 FROSTED LAM GLASS 20�j BEDROOM 1 t0 DECK A WD/GLAD/GLASS/PTD 2'-8" x 6'-8" x 13/411 MARVIN FRENCH DOOR 21 Grove Place Baby;on, NY 11702 17 MDF / PTD 2'-8" x 1'-0" x 1 3i" HALL TO BEDROOM 3 g s31 328 3422 06 LAUNDRY t0 HALL B 4 206 B MDF / PTD 2 -8 x 6 -8 x 1 /4 Building Dept Consultant: FPSG �� TYPE A TYPE B TYPE C Mike Kimack B0� HALL TO MECHANICAL ROOM B METAL / PTD 2'-8" x 1'-0" X 13/411 201 WALK-IN CLOSET TO BEDROOM 3 B MDF / PTD 2 -4 x io -8 x 13/411 EXTERIOR INTERIOR 2 PANEL INTERIOR 2 PANEL DOUBLE DR. 516 658 6807 B08 STAIR HALL TO HALL B MDF / PTD 2'_&" x 1'-0" x 13/411 208 BEDROOM 3 TO BATH B MDF / PTD 2'-0" x 6'-8" x 131411 _ _ _ _ _ � REVISIONS: Bm`3 CLOSET t0 STAIR HALL B MDF / PTD 2'-4" x 1'-0" X 13/411 VERIFY HT IN FIELD 20g HALL TO BEDROOM 2 B MDF / PTD 2'-8" x 6'-8" x 13/411 \\ \\\ O O � MDF / PTD (2) I'-6" x 1'-0" x 1 3/" 210 g HEAVY DUTY Bl0 CLOSET TO STAIR HALL C 4 O CLOSET t0 BEDROOM 2 C MDF / PTD (2)2 -4 x 6 -8 x 1 /4 POCKET DOOR HARDWARE B11 STAIR HALL TO UNFINISHED STORAGE B MDF / PTD 2'-8" x 1'-0" x 1 3/4" 21l BEDROOM 2 TO BATH B MDF / PTD 2'-0" x 6'-8" X 13/418 B12 FAMILY ROOM TO UNFINISHED STORAGE B MDF / PTD 2'-6" x 1'-0" x 1 3/4" 212 „ ,- 0 BEDROOM 2 TO DECK A WD/CLAD/GLASS/PTD 2 4 x 6 S x 13/461 MARVIN FRENCH DOOR B13 FAMILY ROOM TO UNFINISHED STORAGE B MDF / PTD 2'-6" x 1'-0" x 13/411 213 HALL t0 LAUNDRY B MDF / PTD 2'-8" x b'-8" x 13/411 B14 FAMILY ROOM t0 EXTERIOR I CLAD/WD GLASS/PTD 16'-0" x 1'-0" x 13/411 MARVIN SLIDING DOOR 214 LINEN t0 HALL B MDF / PTD 2'-4" x 6'-8" x 13/411 � I 215 HALL TO PRIMARY SUITE B MDF / PTD 2'-8" x 6'-8" x 13/411 TYPE D TYPE E FIRST FLOOR 216 PRIMARY SUITE TO HER CLOSET B MDF / PTD 2'-4" x 6'-8" X 13/4" 6 PANEL EXTERIOR DOOR SLIDING DOOR PAINTED WOOD W/ TOP LITES AND ASSOCIATED TRANSOM DOOR "` LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ X H X T) REQ"AR}<5 21D CLOSET TO PRIMARY SUITE C MDF / PTD l2)2'-0" x 6'-8" x 13/4" 218 PRIMARY SUITE TO HIS CLOSET B MDF / PTD 2'-4" X 6'-8" X 1 3/4" ...,.,,;,..............,,..,..... 101 EXTERIOR t0 STAIR HALL D WD / STAINED / PTD 3'-6" x 6'-8" x 13/41' .. ..:.:.....:...............:.:..z 102 CLOSET TO HALL G MDF / PTD (4) 1'-0" x 6'-8" X 13/411 219 PRIVATE DECK TO PRIMARY SUITE A WD/GLAD/GLASS/PTD 2'-8" x 6'-8" x 131411 MARVIN FRENCH DOOR 9 , , / 220 n u " lm3 _ g 2 4 x6 8 xl K / 4 PRIMARY SUIT TO C - T PR R E DE - MDF / PD A A / 6 8 xl O ROOM B WD/CLAD/GLASS/PTD D GLASS t 2 4 x MARVIN FRENCH 00 HALL t0 POWDER R L /P D 4 R RE DOOR O O " " 11 221 �� 13/411 / — — B 104 HALL t0 STUDY/OFFICE B MDF / PTD 2 8 x 6 8 x I 4 O PRIMARY SUITE TO PRIMARY BATH MDF / PTD 2 -4 x 6 -8 x \ lm� HALL TO LINEN CLOSET B MDF / PTD 2'-4" x 6'-S" x 13/461 222 PRIMARY BATH TO WATER CLOSET B MDF / PTD 2'-0" x 6'-8" X 13/411 / 0m6 HALL TO GUEST BEDROOM B MDF / PTD 2'-8" x 6'-8" x 13/411 223 HALL TO BEDROOM 4 B MDF / PTD 2'-8" x 6'-8" x 131411 10'1 GUEST BEDROOM TO BATH C MDF / PTD 2'-4" x 6'-8" x 13/4" 224 CLOSET TO BEDROOM 4 B MDF / PTD 2'-0" x 6'-8" x 13/411 PROJECT NAME: 108 CLOSET TO GUEST BEDROOM C MTL / PTD (2) 2'-6" x 6'-8" x 13/4" 225 BEDROOM 4 TO PRIVATE BATH B MDF / PTD 2'-4" x 6'-8" x 13/4-1 TYPE F TYPE GREPLACEMENT DWELL ANG 109 INTERIOR PANEL INTERIOR 2 PANEL BIFOLD CAL.UCRI RESIDENCE GUEST BEDROOM TO EXTERIOR W / 3/8" TEMP FROSTED GLASS H GLAD / WD / PTD (2)3'-0" x 6'-8" x 13/4" MARVIN FRENCH DOOR AND LETTERING ilm CLOSET TO MUD ROOM C MDF / PTD (2) 1'-6" x 6'-8" x 13/411 ATTIC FLOOR 4500 PARADISE POINT ROAD SOUTHOLD, NY 119-11 111 GARAGE TO MUD ROOM B MDF / PTD 2'-8" x 6'-8" x 13/4" DOOR 10 LOCATION (FROM / TO) TYPE MAT/FIN SIZE (UJ x H x T) REMARKS / \ DRAWING TITLE: EXTERIOR TO GARAGE A " 34" 301 STAIR TO ATTIC B MDF / PTD 2 -8 x 6 8 x I /4 / \ DOOR SCHEDULE 112 WD/CLAD/GLASS/PTD 3 -0 x 1 -0 x 1 / � �� _ �� s �� 113 CLOSET TO MUD ROOM C MDF / PTD (2) 1'-6" x 6'-8" X 13/41' / \ 114 CLOSET TO MUD ROOM C MDF / PTD (2) 1'-6" x 6'-8" X 13/4" / \ llr✓- ENTRY FOYER TO POWDER ROOM B MDF / PTD 2'-4" x 6'-8" x 13/4" GARAGE DOOR \ F- 11(o EXTERIOR TO ENTRY FOYER ,4 WD/CLAD/GLASS/PTD 3'-0" x 6'-8" x 13/411 OVERHEAD DOOR BY ARTI5EN DOOR WOWS MARANTEK 5210 MOTOR 11-( HALL TO PANTRY E MDF / PTD (2) 1'-2" x 6'-8" x 13/411 POCKET DOOR MEDALLION 200 SERIES DOOR SIZE NOM. 16' UJ x -1' HIGH. \ / � U. ' ■ Y FO �� i - ■ tlt1- ■ 118 STAIR HALL t0 ENTRY FOYER B MDF PTD 2 8 x 6 -8 x 13/4" POCKET DOOR STAIN COLOR TO TO MATCH FRONT DOOR XX GLASS TO BE 3/8" TEMP. CLEAR. FLAT PANEL 119 GREAT ROOM t0 EXTERIOR H WD/GLAD/GLASS/PTD (2) V-0" x 6'-8" x 13/411 MARVIN FRENCH DOOR .< r TYPE H TYPE I N , 120 GREAT ROOM TO EXTERIOR H WD/CLAD/GLASS/PTD (2)V-0" x 6'-8" X 13/411 MARVIN FRENCH DOOR ACTIVE LEAF TO SE DETERMINED PAIR OF SLIDERS WITH FIXED PROVIDE HOLD OPEN HARDWAREPANELS. INCLUDE OPTIONS FOR SCREENING DOOR NOTE5 PROJECT NO: DOOR NOTES -,, � -MDF DOORS TO HAVE �C 2039 PAINT �' , urs ALL INTERIOR DOORS TO BE M.D.F. ( EXCEPT WHERE NOTED ) SHAKER PANELS, c :_i.;:, „ , �c•� SCALE: GRADE MDF STYLE PANEL. ' HEIGHTS OF ALL DOORS TO ALIGN WITH UJINDOUJ HEADS ON EACH FLOOR .' z y -NO FORMALDEHYDE PERMITTED IN ' (,'. ; <_`'`" r' REVISION NO: EXTERIOR GLASS DOORS TO BE MARVIN ULTIMATE SWINGING FRENCH DOORS WITH INSULATING ADHESIVES OR IN MANUFACTURING - LOUD E 11 GLASS WITH ARGON. IMPACT ZONE 3 RATED OF DOORS ISSUE DATE: EXTERIOR WOOD STAINED DOORS BY SIMPSON. FLAT PANELS -ALL PAINTS TO BE LOUD OR ZERO VOC TO 0 COMPLY WITH GREEN SEAL 11 MAR. 26, 2021 INTERIOR MDF DOORS BY TRU STILE OR SUN DOR. HINGES BY STANLEY. SQUARE CUT. DIM WING FILE: -SUBMIT SHOP DRAWINGS FOR REVIEWPRIOR TO ORDERING r4501DOORSCHEDULE ALL EXTERIOR DOORS TO BE ENERGY STAR RATED. U FACTOR = 0.32, R VALUE = 3.13, SHGC = 0.24 ALL GLAZING IN DOORS TO BE TEMPERED DRAWING NO: CONTRACTOR TO INSTALL BLACK DUST50XES AT ALL LOCKSET/PASSAGE SET LOCATIONS _ V12DO) 1 WINGustayson/Dundes `^' O COPYRIGHT C 2021 ALL RIGHTS RESERVED TAG GENERAL DESCRIPTION WINDOW 6PE C IF I CAT I ONS 1. ALL WINDOWS TO BE "MARVIN ULTIMATE" DOUBLE HUNG G2 SERIES (REPLACES NEXT GENERATION), AWNING OR CASEMENT. CONSULTANTS: WINDOW SPEC No. LOCATION T"T FE QTY. COMMENTS CLAD WINDOWS, INSULATED GLASS, HIGH PERFORMANCE LOW E WITH ARGON. ALL WINDOWS TO BE IZ 3 RATED Structural Engineer: Luigi Pascarella, PE, PLLC GENERAL SPECIFICATIONS P.O. Box 797 CELLAR FLOOR Deer Park, NY 11729 I. EXTERIOR COLOR TO BE CLAD WHITE OR AS DIRECTED BY OWNER. 516 987 0558 ,/s„ CUDH-NG 3028-2 UNFINISHED STORAGE DOUBLE HUNG 2 EGRESS - MULLED PAIR 2• INTERIOR TO BE PRIMED WHITE. Soils Engineer: Jim Deerkoski, PE B CUDH-NG 3228 FAMILY ROOM DOUBLE HUNG 2 3. GLAZING TO BE DUAL PANE, ARGON BLEND FILLED WITH HIGH PERFORMANCE 631 298 7116 LOW E COATING. Land Surveyor: 4. INCLUDE SCREENS. F.C. Watson Land Surveyor 21 Grove Place g• INTERIOR HARDWARE COLOR TO BE WHITE IN ALL ROOMS. CONFIRM WITH OWNER Baby;on, NY 11702 631 328 3422 6, EXTENDED JAMBS FOR NEW 2 X 6 CONSTRUCTION WHERE REQUIRED Building Dept Consultant: FIRST FLOOR I. INCLUDE 2" THICK SILL NOSING Mike Kimack 516 658 6807 C CUDH-NG 4028 GUDHT-NG 4012 STAIR HALL DOUBLE HUNG .c� w/ TRANSOM SINGLE 8. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION D CUDHT-NG 4012 STAIR HALL TRANSOM OVER DOOR 1 g. SIMULATED DIVIDED LITES (SDL) AS SHOWN ON ELEVATIONS FOR ALL WINDOWS REVISIONS. GRILLE WIDTHS TO BE 1-1/8" WITH SPACER BAR E CUDH-NG 3624 STUDY / OFFICE DOUBLE HUNG 1 SINGLE 10• 5/S" TH. GWB AS INTERIOR FINISH (TYP) DOUBLE HUNG 11. MOLDINGS ON ALL WINDOWS TO BE SELECTED. F CUDH-NG 4012-2 GUDNT-NG 4012-2 STUDY / OFFICE w/ TRANSOM i MULLED DOUBLE 12. INSTALL COPPER FLASHING OVER ALL WINDOWS AND DOORS E2 CUDH-NG 3624-2 STUDY / OFFICE DOUBLE HUNG 1 MULLED DOUBLE 13. MINIMUM PERFORMANCE SPECIFICATIONS: U FACTOR IS 032, SOLAR HEAT GAIN COEFFICIENT IS 030, R VALUE 3.13 G GUDH-NG 2016 GUEST BATH DOUBLE HUNG i SINGLE 14. ALL WINDOWS TO BE ENERGY STAR RATED. H CUDH-NG 2624 GUEST BEDROOM DOUBLE HUNG 2 SINGLE C CUDH-NG 4028-4 GDOUBLE HUNGUDNT-NG 4012-4 GREAT ROOM w/ TRANSOM 1 MULLED QUAD CUDH-NG 2412-3 CUDHT-NG 2840-3 KITCHEN CASEMENTS 1 MULLED TRIPLE J CUDH-NG 4028-2 BREAKFAST AREA DOUBLE HUNG 1 MULLED DOUBLE K CUDH-NG 4028-3 BREAKFAST AREA DOUBLE HUNG 1 MULLED TRIPLE G CUDH-NG 2016 POWDER ROOM DOUBLE HUNG 1 SINGLE F GUDH-NG 4012-2 CUDHT-NG 4012-2 GARAGE DOUBLE HUNG w/ TRANSOM 1 MULLED DOUBLE E GUDH-NG 3624 GARAGE DOUBLE HUNG 2 SINGLE SECOND FLOOR L UCAP48-78 UPPER STAIR HALL PICTURE 2 SINGLE M CUDH-NG 3626-2 BEDROOM 3 DOUBLE HUNG 1 MULLED DOUBLE PROJECT NAME: REPLACEMENT DWELLING P CUDH-NG 2418 BATH 3 DOUBLE HUNG 1 SINGLE CALUORI RESIDENCE P GUDH-NG 2418 BATH 2 DOUBLE HUNG 1 SINGLE 4SOO PARADISE POINT ROAD SOUTHOLD, NY 11,311 M CUDH-NG 3626-2 BEDROOM 2 DOUBLE HUNG 1 MULLED DOUBLE IaRAiI'INC TITLE: O CUDH-NG 2426 BEDROOM 1 DOUBLE HUNG 2 SINGLE WINDOW SCHEDULE P CUDH-NG 2418 BATH 1 DOUBLE HUNG 1 SINGLE P CUDH-NG 2418 PRIMARY BATH DOUBLE HUNG i SINGLE let. FL. GLGIO • Q CUDH-NG 1626 PRIMARY BEDROOM DOUBLE HUNG 2 SINGLE CsN ALIR CUDH-NG 4426 PRIMARY BEDROOM DOUBLE HUNG 1 SINGLE A " ALIGN ALIGN S CUDH-NG 3026 PRIMARY BEDROOM DOUBLE HUNG 1 SINGLE ' ■ T GUDH-NG 2622 PRIMARY BR HALL DOUBLE HUNG 1 SINGLE ` 1 b T CUDH-NG 2622 HALL DOUBLE HUNG 1 SINGLE -1 s ... ._ a T CUDH-NG 2622 BEDROOM 4 DOUBLE HUNG 3 SINGLE M GUDH-NG 3626-2 BEDROOM 4 DOUBLE HUNG 1 MULLED DOUBLE PROJECT NO: ILD r'Si 2 039 C� t & �'� SCALE. vFORO c 7 CUDH-NG 2622 BEDROOM 4 BATH DOUBLE HUNG 1 SINGLE �, �� s ., s, . : x•19 (i 0p REVISION NO: W UCAP 4044 BEDROOM 3 CLOSET PICTURE 1 SINGLE / 1J ATTIC - r Li �- ISSUE DATE: 1St. FL. EAL: `�":'F '''�.�.=-- MAR. 26, 2021 N 5 SINGLE DRAWING FILE: ,A502UJINDOUJSCHEDULE N4 CUDH-NG 2018 ATTIC STORAGE DOUBLE HUNG 1 MULLED QUAD U UCA2424 ATTIC STORAGE CASEMENT 2 SINGLE KE7T� TYPICAL_ R0 011 ELEV. DRAIPINC N0: 2 V UCA2428-4 ATTIC STORAGE CASEMENT 1 MULLED QUAD �� SCALE = 1/2" = V-0" _ GAS DRYER IN Gustayson/Dundes LAUNDRY ROOM COPYRIGHT Q 2021 ALL RIGHTS RESERVED SECOND FLOOR CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PUC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: GREAT ROOM Jim Deerkoski, PE COOKTOP FIREPLACE 631 298 7116 OLand Surveyor: FIRST FLOOR F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 CONNECT TO PROPANE Building Dept Consultant: Mike Kimack HOT WATER FAMILY ROOM EXTERIOR BARBECUE EXTERIOR GAS DRYER IN 516 658 6807 BOILER HEATER FIREPLACE GRILL POOL EQUIP. LAUNDRY ROOM REVISIONS: F- CELLAR CONTRACTOR TO DETERMINE REQUIRED GAS TANK SUPPLY AND SIZE OF LINES FOR EACH APPLIANCE 5/8" MARINE GRADE PLYWD. UNDERLAY EfR �� WITH STAGGERED JOINTS `- 2CONTRACTOR TO PROVIDE ALTERNATE PRICINGLEAD SHEET (FOUR LB/SF. FT.) 1" MUD SET, SLOPE TO SQUARE DRAIN P102 FOR GEOTHERMAL HEATING AND COOLING 3/8"I TILE OR MARBLE CONTINUOUS WATERPROOF MEMBRANE TO EXTEND UNDER LEAD PAN. EXTEND UP WALL 8" MINIMUM. FLOOR FRAMING PLUMBING FIXTURES 4 FITTINGS WILL BE PURCHASED BY OWNER. GC TO INSTALL. I I 4"1 UJATERIROOFING DETAfL VENT STACK i VENTISTACK VENTISTACK ROOF — I I �.l PRIMARY BATHROOM 1-112" \ 1-1/2" \ 1-1/211 BR BATH 2 ��-T i \X11\ BR BATH 3 i \T r BR BATH 4 _ — — — 1-1/2" ��/ I� \T � � ��rBR BATH 1 I-112" I f 1-1/211 I 1-1/2" 11 1-1/2" I 1-1/2" 111-1/2" I LAUNDRY 1i-1�2 I 1 1 1 11 1-1/2 I I I LAV 1 TOILET I I I 11 TOILET I LAY I 11 TOILET I LAY I WASHING MACH. I L,�a,. LAV I LAV 11-i/2° I TOILET I 1 1 1 MORTLATICAR 226 THICK BED I I 1 MORTAR MIX GAUGED WITH I I I I ( I 11 1 1 I MATEVALVE I I I I I 1 I TILE OR MARBLE LATICRETE 3-101 ADMIX 1 1 SHOWER I 5WOWER f 1 ( 11 flRAM SHOWER 1 I I I I SHOWER (MIN. 11/4" / 3.2 Cm THICK) 11 STALL I STALL 11 I TUB �� FLOOR I 11 STALL I 11 1 STALL SECOND FL LATICRETE FLOOR GROUT 1_1/2 I I I I 1-112 I I 1-1/2 DRAIN 1-1/2 ( I I 1-I/2 AND JOINT FILLER (SANDED) 2, I 11 211 11 2" 2-112" 2-�i" I II 2 GAUGED WITH LATICRETE WOOD OR TILE BASE 411 I 411 1 411 4 4" 11 1 1�6 ADMIX. PROJECT NAIfE: 11 411 REPLACEMENT DWELLING 4 411 1 411 411 I CALUORI RESIDENCE 4' I WALL 1 I 1 I WASTE TA K I 4800 PARADISE POINT ROAD SOUTHOLD, NY 119-11 \ 1 411 \ 1-112 I / �� a d v ° ° ° a DRAWING TITLE: I 1 \\ GUEST BATH \ 4"1 / i POWDER RM 1 I \ PLUMBING RISER DIAGRAM POWDER RM ''_4 1-112 1 i 1 1 i KITCHEN 1 FLOOR FRAMING PLUMBING FIXTURE SCHEDULE 1 11 1-1/2" � TILE DETAILS TOILET I I LAV 4 1 TOILET 1 LAV 1 I D/W SINK I I TOILET LAV I I 1 I I I I I 1 1 I SHOWER 1 I PLYWOOD SUBFLOOR I-111 I 1-1/2" I STALL I 211 1 1-1/2'I FIRST FL D-I 1"1UD SET AT SLAB777-7 L 4„ 211 �Co- FRESH 411411 gg/JJ- AIR 1-1/2' ..a jam,- • :- : VENT / \ 777777 GRADE 211 4 411 1 HOUSE 1_112" �\ 11 POOL BATH WET BAR TRAP a TOILET r I �1-I/2 I WASHING MACH. L,qulp� I SINK • �F � ; TO 4VE SEPTIC �. I MECH RM I LAV iI-1/2° I STALER 1 DRAM SYSTEM MECH RM FLOOR I FLoo 1_111 CELLAR FL DRAIN DRAIN TO DRYWELL 211 1 CO ,.� PROJECT NO: 411 2-11211 ,,��R�D A ARC EJECTOR 2039 -)FORD C> G �,,,, �� ,� SCALE. PUMP ,Q PLUM5ING CONTRACTOR TO INSTALL ro FROST FREE NOT ' . REVISION NO: INSEJECTOR PUMP, SIZE HOUSE B(BBS AS SHOWN ON A-102 AND A-205 ASREQUIREDOR BASEMENT MECHANICAL CONTRACTOR TO DETERMINE DESIGN AND SIZE `, ' �, ..`J� UQ FIXTURES PLUMBING CONTRACTOR TO INCLUDE A WHOLE HOUSE OF HVAC SYSTEM TO ADEQUATELY CONDITION HOME. ' ISSUE DATE: WATER FILTRATION SYSTEMr" PROVIDE 5 ZONES MIN. OF AC. PROVIDE DESCRIPTION OF .SEAL: -- MAR. 26, 2021 RADIANT HEAT TO BE INSTALLED: S FL UM5 (NG RISER D I AGRA PLUMBING CONTRACTOR TO DETERMINE SIZE PROPOSED SYSTEM WITH BID. DRAWING FILE: PRIMARY BATH AND MUD ROOM OF WATER SERVICE P101RISER P101 CONTRACTOR TO SUBMIT COPIES OF HIS INDIVIDUAL ROOM .DRAWING N0: GENERAL CONTRACTOR TO INSTALL CALCULATIONS FOR AIR CONDITIONING AND HEATING LOADS NEW 5 ZONE MIN. LAWN IRRIGATION SYSTEM Gustayson/Dundes COPYRIGHT Q 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 ------ Deer Park, NY 11729 I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ 516 967 0558 a 51/4" x 14" ANTHONY POWER BEAM — — — + — — — + — — 51/4" x 14" ANTHONY POWER BEAM— — — + — — — + — — 5114" x 14" ANTHONY POWER BEAM- - - - --+---------------------------+— --+---------------------------� —I----------------- ER 5EAM ----� I I I Soils Engineer: ----I i l L— J L____--_J ------- L----- J I I T ---- T- Jim Deerkoski, PE 1 1 631 298 7116 ° i I U O U O U O 1 Land Surveyor: LU - w = w - d F.C. Watson Land Surveyor I I I I 21 Grove Place L____JI N I-- N F- N +- I Baby;on, NY 11702 1 O D AD (4) 0 5 VERTICAL BARS d) O 1 631 328 3422 W/ 04 STIRRUPS 6 8" OC 30" x 48" FTG. W/ (5) *5 BARS I Building Dept Consultant: _--__`� 6" ON EA WAY UJ-------------------------r----- ------------- -- x - ------------- ----- ---------------- ---------------------------- ---------------- ------------ - ---------- r----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - r — — - -- --------------- --------- -- ------- I 516 658 6807 � .. 11 i i ---- ---------------- ---------------- ------------------ ------------------------------------- I — — — — — — — — - - COLUMN FROM A50vE I 1 REVISIONS: I I I I I I I II , I a I r - - - - - 1 ° I I I I III III III I I I USE WE5 STIFFNER I I I ° • i , I I , I I , I I , I II I II I 1 L--------------� L--------------J L--------------1 L-------------0 l ----------------------I 1 i I I I I I I I 4" x 4" x 1/4" HSS COLUMN I I 1 i----------- - ------------- i------------- i-------------� i ' I ON 42" x 42" X 18" DEEP i d 1 1 I I I I I I I I I I I I I POUR GONG. FTG W/ (6) I I I ' ^ 5 EARS '8 6" OC EA. WAY 1 1 I I Al ! (rl I I I I PI I I I I I I I I I I I I I I +n� I d I i d i 11� " TJI 560 I z ii I i -.I1i1 �- IiI i I I I i Q 16" OC = I I I I I I u 11v TJI 560 I a I X i ID 16" OC \jI I I b I I I I I I I I I I I I I I 111/ n 1— ' I ' I " I ' 1 " I I I I I I I I I I I I I I IIi 11'/ " TJI 110 iIi llv TJI 110 liv TJI 110 I 1 I I116 OC I ' g 16'1 OC I ' I IV 16" OC I ' I ID 16" OC I I I a I ° ----------j 1 ------------ ° III 11 I I I I I I I I I I I I ( . ra - W12 x T L------------- -------------� L-------------� L-------------� I I I 1 1 ° ---- ------ ----- B R I - 1 Ir-------------- Ir-------------7Ir--------- SIF-------------� I i Ali I L- - - - - - - - - - - - I I I I I I I tg:• � I I S I I S I I ' I I -------------� r-------- I III --- W 12 1 ' 15EARINCs WALL lWl W HAUNCH I I I I 1 L--------------1 L--- ---------J L - --------- J ' I I III - -1/4-X �lT--T •I I I 1 I r----------- � a u I " i I I I 1 4 x 4 x /4 HSS COLUMN I 4 1 1 — — t + — — — — — �' — ON 42" x 42" X 18" DEEP I I I � — � - - - - - - - - Qui 1 � � � � � I I I � � POURCONC. FTCzW/ (6) i ei l COLUMN FROM A50YE I I I 1 I I I I I 1 USE WE5 STIFFNER a- 'i i i i i i i I I i c^,' " 5 BARS 6" OC EA. WAY i fd ° I C14 ' r-1 J 31/2" 11 e" PAR4LLAM F USH ---+�I I I1� " TJI 11O 3, i • .I l I I X X ( (PLAM) X, i a 16 OC 11V/ " TJI 560 16" OC COL FROM r_ Kl `h) L---------- -1- llv TJI 560 ® -----�- -------- '------------- - ,I. II --------------------------- W12 x30 I ° I 1 1 I I I I ° ° ° ° ° ° ° ° I 16 OC I I I I d ° ° --1 r - - - - - -———---- - - - - -- - - - - - - - - I I I I r- - --- I I I I I L_________, i ° i BEA INGc PLATE TYP I I . iIi° L----- ---------- -- --------- --�L — — — —JJ + 1 1 1 1 , I I I "• i i i° I I I • .di I I I •Ie I I I d' I I I I 1 I I I I 1 1 e1 r----------------------------i r------------------I I I I I I I I j PROJECT NAME: I I I I I $ I I I I I � I L-------------------------------------i 111 I I I d 1 1• I III ---------- L ° d l I REPLACEMENT DWELLING --------------- CALUORI RESIDENCE r-------------------------------------------� III L-----------------------� I I I I 4800 PARADISE POINT ROAD 1 1 4 I I I i i 6 SOUTHOLD, NY 119-11 °9 I I I I I I I I I I I d I 1 I I I I I DRAWING TITLE: I • I CELLAR STRUCTURAL I I I° I 1 I• I I •a I I ° I FLOOR PLAN I I I j I I I �---------J I iI ° ° 1 L -----------------� I JQ X. I I I I I I• I I I � 'FSS; _ �v `rt f� �'' ■ �`r ..,. . .. 9 ° ° --------------------�-• -_J I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L--------------------------------------------------------------- PROJECT NO: C 2 039 �'�/,;e, SCALE: IT IS A VIOLATION OF THE LAUD FOR ANY PERSON �•`t r:;;;P. REVISION N0: UNLESS ACTING UNDER THE DIRECTION OFA �- LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. 0149 <� ISSUE DATE: IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 0 MAR. 26, 2021 IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX DRAWING FILE: TO HIS ITEM THE SEAL AND THE NOTATION STICELL.ARPLAN (f=7i C �—�'� �� C�� — �OO ��'�� "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND ST-1 SCALE = 1/�4" = 1'-011 N RTN THE DATE OF SUCH ALTERATION, AND A SPECIFIC DRAWING No: DESCRIPTION OF THE ALTERATION. ST I Gustayson/Dundes COPYRIGHT m 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 631 328 3422 Building Dept Consultant: Mike 8 ack 680 516 6558 6807 urn � toe - W12x35— _ X �— J c. I I I err -1 (- -l r - - - - - - I- - - - - - -� , F_ �_ nct I I I III 31/2" x 31/2" x /4 HSS J — I I I I COL., TYP STEEL I I I W16x1000RW18xe6 II U- d _ _51/4" x Wks" PLAM FLUSH _ `t- 1_ _L _ __ _ _ J I�- _ _ - _- - _-� _ _ _ _ _ - - - I - - - - - - -�1 - - - - - - - - - - -�I- - - - - - - 11 5'44 x 11�e" PLAM FLUSH m \� I i i , II II, I III II , I II X I I Wks" TJI 110 I I 111/a" TJI 110 X � — — — — — �,� _ II �� III III �� III I F I 1 k' 16 OC 1 1 1 I I 1 '' 16 OC 1 1 1 it m 31 I ( I I 2x10RRS }' I _ - - } , - - III - - _ - 1 111/8" TJ1360 16" OC C, 0) I I ( I ttl I tt I I I 1 16 OC El Ln 0 IEI XII XIII x111 XIII I Q a X 111/8" TJI 360 z - a-16" or_- I I I I I III III III I Q I -0 o- 1 �1/2'1x111/011PL 31/2" x111/a" PLAMI� 131/2" x111/0" PLAM1 131/2" x111/0" PLAM1 131/2" x111/a" PLAMI m L _ — �b ———— I ——— U I L - - - - - - - L - - - - - - -I I L -- - - - - -I F I I L – BRCs WALL ABOVE I r 111/6" TJI 110111/8 TJI 110 6 X6 III 16" OC 111 111 gl6" OC - - J LJ L _ _ _ _ _ _ I L __ _ _ _ - J (( )) 1 i�— — — — a - POST - - - - - - 3 _ Lam'— J - - - - 1 � x 111/_ LVL = 3'/2 ' x 111/8" PLA 6�� X 6�f WD POST TYP po IUP - - - - - - - - m QI 1 1 1 1 1 1 I I I I I i l l l l �I 111/a" TJI 360 °II - - - - - 0 16" OC I 111/e" TJI 360 X I 6 16" OC = 1 1 1 LU_ '/z" x 111/8" PLAM FL 51/4 x 111/6'1 PLAM FLUSH 16x31 _ -Bff,G WALL ABOVE - - OO II 1 Q111/a" TJI 360 I II II I , ro or -1 a I PROJECT NAME: TYPICAL NOTE: I X REPLACEMENT DWELLING II m CALUORI RE5IDENCE 11 ANY MEMBERS THAT ARE GREATER I m 11 THAN 13/4" SHOULD BE PARALLAM AND NOT LVL. YZ 4800 PARADISE POINT ROAD 31/2 x 14" LVL FLUSH SOUTHOLD, Nit' 11911 gg DRAWING TITLE: FIRST FLOOR I STRUCTURAL PLAN = I 14" TJI 560 's 12" OC - I ( DROP TOP OF PLATE F KA , ,x .w.•"au _ � .� fid", �"— PROJECT NO: �fGfj-C) ARC� 2039 �} FORD el) 1zP SCALE: a f,. ( J y\A REVISION NO: Ck ISSUE DATE: �j I l I EAL: MAR. 2(0, 2021 f 1 R% T FLOOR 1 ` 5TfRUCT` l�fR,4L FLAN DRAWING FILE: ST-2 SCALE = 1/4" = 1'-0" STT i RSTFL OORPL AN N RTN DRAWING N0: ST � 2 Gustayson/Dundes COPYRIGHT © 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F.C. Watson Land Surveyor 21 Grove Place Baby;on, NY 11702 0 631 328 3422 X X Building Dept Consultant: N n 31/211 x 91/4" PLAM 31/2" x 91/4 PL AM Mike Kimack — — — 516 658 6807 -0 o- b I I �4 - - REVISIONS: I I , � 4 UU VO O 0 = b 4 � — �„ � II I I II I C4 11 I II I N r AP4 :0.41 (2) 2 x 10 BEARINGS WALL 4" x &H (2) 13/4" x 91/z =L M'S W1 (1) 1" STL P C2) 2 x 10 BEARINGS WALL — — POST TYP = - c01 II P II I `- II LOAD BV I� b " VALLEY PT - - II 0 II $ ® LOAD ABV I 9 II XI IICN& 1 II 11 SNI I I I I I I I I I I I I I I up iL --�� X `� X � N0 , 13: N � �� X � _ — — (2) 2 x 10 ) 2X1 14 (2) 13/4" X91/2" PLAM'SW/ (1) 3/4" STLP O - - - a 1(P _ — — X 2X10 J'S a16" Or- FULL SP N CONTINUOUS 2X10C.J'S6161, 2X10 + 16" OCOC II - - - L FULL SPAN CONT. 11 — — — FULL SPAN CONT. I 31/211 x 91/4" PARALLA I -_$- PROJECT N"E: 11 REPLACEMENT DWELLING CALUORI RESIDENCE I 4800 PARADISE POINT ROAD II _ _ = SOUTNOLD, NY 11971 DRAWING TITLE: I II II SECOND FLOOR STRUCTURAL PLAN 77.77 IP 2X10CJS 1016" OC x 4. FULL SPAN CONTINUOUS 1 alt �� x' - ■ �; � . �. t -777 .. ` , PROJECT NO: ED ARC 2039 ORp T SCALE: SECOND FLOOR STRUGTI�R,�L f'LAN c �' REVISION N0: SCALE - 1/4 - V-011 ISSUE DATE: NO TN EAL: MAR. 26, 2021 DIM WING FILE: ST35ECONDFLELECPL DRAWING NO: ST == 3 Gustayson/Dundes COPYRIGHT Q 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Box 797 ❑ Deer Park, NY 11729 ❑ 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 w x N 1 x I W x ❑ Land Surveyor: V 7 " I F.C. Watson Land Surveyor Grove Place a y;on, NY 11702 I I 631 328 3422 I I QC (i✓ Building Dept Consultant: ul I� X Mike Kimack 516 658 6807 - I u _ Q Q I X �9 I Q REVISIONS: I POST DOWN X I z I X I w i 7/4" X 91/z'�LV�RI I I I 13/4 ' x 11v " LVL RIDGE RIDCaE VENT \4" x 4" POST DN I I _ 13/4" x S1/2" LVL RODE 1 POST DOWN � wI — — — IW � / u 1 1u _ X = I I� z X Ilk Ilk +\�.�-� w I - - - - - - - - - - - - - - - - - - - - - - -�/ a i I I u I ❑ )' I 2 N 1 ' I o � I pr — ❑ I � I z I PROJECT NAME: REPLACEMENT DWELLING I CALUORI RESIDENCE 4800 PARADISE POINT ROAD E 2 PKK 0 R x SOUTHOLD, NY 11911 ' ❑ I � 1 o DRAWING TITLE: ROOF STRUCTURAL PLAN I 17 13 L k �) Wi ■ r i PROJECT N0: � D oRCy,� 2039 SCALE: J r '` z REVISION NO: ROOF 5TF IUCTUfRAL PLAN `-- ISSUE DATE: T-rp SCALE = 1/4" = 1'-0'• 10 sEAl, we MAR. 26, 2021 N RTN DRAWING FILE: 6T5ROOFPL DRAWING NO: 5T =-- 5 Gustayson/Dundes COPYRIGHT Q 2021 ALL RIGHTS RESERVED CONSULTANTS: Structural Engineer: Luigi Pascarella, PE, PLLC P.O. Boa 797 Deer Park, NY 11729 516 987 0558 Soils Engineer: Jim Deerkoski, PE 631 298 7116 Land Surveyor: F I I I I I F.C. Watson Land Surveyor 1 21 Grove Place Baby;on, NY 11702 631 328 3422 I I W /L — - >I Building Dept Consultant: — — — — — —— — —— — — — — — — — — — — — — — — — — — — — W 01 1 \ I M / \ MI / I Mike Kimack \ I W 516 658 6807 LU / I- - -- -- - - - - - -- - - � \\\ _ol // I REVISIONS: \\ NEW 21x 6s // I I \� NEW 2 ,x ss ,// I JUNE 16, 2021 i I 16" O.C. \@ 16" O.C. I DOB COMMENTS I / I I I / I j W I I W I I I I I I I 1 I I I 1 - - - - - - - - -- - - - - - - - - - - - -- -- -- -- - - - L = === =_ _ _ _ _ __ - - - - - - - - -- -- - - -- - - - - - - - - - - - -- - -- - - - - -- - I 1 co FL ELEV 51.15"1 1 Xo X N N= �— -- - - - - -- -- - - -- - r-- - - - - -- - - -- - -- - - --- -- — —— — RIDGE LINE ABOVE - - - - - - - - -- - - - - --� `° - - - - - - -- -1 Z pPOST DN. POST DN. (!COLLAR TIES AT 6' AFF POST DN. z 0 L- -- - - - - - - - - -� w 0 - - -- - - - - -- N- - - - - - - - - - - - - - - - -- - - -- - -- - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - -- - - I POST DN. I I 1 POST DN.-� I I I I T ml �\ wl LUI - - - - - -- - - - - - - - - - - - --- of I I - - - r- - -► I I �I NEW 21 x 6s I — — — // I I I @ 16"1 O.C. PROJECT NAME: - - -I — _ I L - - - - - - - - - - - - -- - - -1- - - - - - - -- - - -- - - - - -�I I REPLACEMENT DWELLING 1 CALUORI RESIDENCE 4800 PARADISE POINT ROAD / I OUTHOLD, NY 11971 DRAWING TITLE: / NEW 21 x 6s I I ATTIC FLOOR STRUCTURAL PLAN @ 16"1 O.C. \� LU 1 MI al 1 zI _ r I \ 0 1 = j. I I � e. � PROJECT NO: 2039 f `ORD r,�•. 'y 4r 5,% SCALE: f REVISION NO: P I ATTIC FLOOR STRUCTURAL PLAN r 49 �' 0, JUNE 16, 2021 F " ISSUE DATE. ST—4 SCALE = 1 /4)) = 1 '-0" sEAL: MAR. 26, 2021 DRAWING FILE: N R1 ST4ATTICFLELECPL DRAWING NO: ST - 4