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HomeMy WebLinkAbout50945-Z �o�,aof s°uTyo(o Town of Southold * P.O. Box 1179 G 0 53095 Main Rd ki UN", Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47119 Date: 06/09/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1500 Mason Dr Cutchogue, NY 11935 Sec/Block/Lot: 104.-7-9.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/31/2022 Pursuant to which Building Permit No. 50945 and dated: 07/15/2024 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 an unfinished basement, front covered porch, second floor balconies (1 in front & 2 in rear), partially covered rear patio (raised patio), screened porch, outdoor shower, and an attached garage as applied for. The certificate is issued to: L78 LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-1105 1/8/2026 ELECTRICAL CERTIFICATE: 23-88771 7/21/2023 PLUMBERS CERTIFICATION: Richard Morano 3/13/2024 uth riz d Si ature 9='-3 t}�oSUFFet,t y. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 50945 Date: 7/15/2024 Permission is hereby granted to: L78 LLC 159 Hendrickson Ave Rockville Centre, NY 11570 To: demolish existing seasonal dwelling and construct new single-family dwelling as applied for per DEC, Trustees & SCHD approvals. replaces by#48124 At premises located at: 1500 Mason Dr, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-7-9.1 Pursuant to application dated 5/31/2022 and approved by the Building Inspector. To expire on 1/14/2026. Fees: PERMIT RENEWAL $2,543.00 Total: $2,543.00 Building Inspector Q�Su QF TOWN OF SOUTHOLD Jt aye BUILDING DEPARTMENT y _ TOWN CLERKS OFFICE "p • 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 #: 48124 Date: 7/27/2022 Permission Js hereby granted to: L78 LLC 1851 Bushwick Ave Merrick, NY 11566 To: demolish existing seasonal dwelling and construct new single-family dwelling as applied for per DEC, Trustees & SCHD approvals. At premises located at: 1500 Mason Dr., Cutchogue SCTM #473889 Sec/Block/Lot# 104.-7-9.1 Pursuant toyapplication dated 6/3/2022 and approved by the Building Inspector. To expire on 1/26/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,595.20 CO-NEW DWELLING $50.00 DEMOLITION $440.80 Total: $5,086.00 i Building Inspector F,. ._ TOWN OF SOUTHOLD o�suFfot c,� BUILDING DEPARTMENT TOWN CLERK'S OFFICE y • 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#: 48113 Date: 7/26/2022 Permission is hereby granted to: L78 LLC 159 Hendrickson Ave Rockville Centre, NY 11570 To: temporary electric service for construction. At premises located at: d p j � � �� 5�� �5 1'500 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-7-9.1 Pursuant to-application dated 7/26/2022 and approved by the Building Inspector. To expire on 1/26/2024. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector Certificate of Compliance _.............................................................................................................................................................................................. CERTIFIED IELECTRICAL'INSPECTIONS, INC. i, 1188 PARK AVENUE _ AMITYVILLE, NY 11701 - �' P: 631���,598-561,0� � ) ��� 31 2023 _ ........................... ...............CERTIFIES THAT' °( I II'. .................................. <- - Upon the application of Upon premises owned by t0l' JING DEPT. A Ruggiero Electric Inc Jonathan Lewis "1(7171 PO Box 1533 1500 Mason Drive West Babylon, NY 11704 Cutchogue;-NY 11935 Located at: 1500 Mason Drive, Cutchogue, NY 11935 Application Number#: 23-88771 Certificate#:-23-88771, Electrical.License#: j '' ,Building Permit#- 48124 /48125 Section: i Block: Lot. 48126'' Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: - New House w/400 Amp UG Service Equipment/Air Conditioning Equipment ( 5 Units), A visual inspection of the premises electrical system, limited to electrical,devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the a'pp'Iicable code/or standard promulgated by the State of New York, Department of State Cod e'Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith. _- _- on the 21st day of July 2023 _ - Name QTY - - Oven Circuit-40 Amp, 220V 1 = AC'Condenser- 30 Amp, 220V = 5- GFI Disconnect- 50 Amp, 220V 1 ,I. Chandelier Lift- 20 Amp, 120V - - - _- - 1 ARC-Fault- 20 Amp,-120V = 4 Power Panel - 200 Amp, 240V 2 Dishwasher'Circuit-•20 Amp,-120V 1 - Exhaust Hood 20 Amp, 120V 1 - Electrical Inspector: Anthony Giordano I '-'il' I' - - - - I i' � I " � � • U111111111f1rry '' ' ,Gf? •rrtc�- - `��'APPROYED�o - ,,I This certificate is not valid unless raised seal is present. ;' �iil�� ;;II ;I I, ',,1 1 _........ Certificate of Compliance.......................... l ;III , III I+�r° II IIIII Jl�„ i tl Il 111 p' il' I'"II II'llIIIIIIII I II�II II�, CERTIFIED,ELEC,� I�RICi4LIIINSPECTIONS, INC.---- 188 PARK AVENUE Ii l III II II ;II _ AMITYVILL'E,�NY..11170'1� II .P.�...�6311') 598 5610 .I.................... CERTIFIES THAT _ 'III II. l ' Ill IL Upon premises owned by _ I I I III Upon the application of° III I, , A Ruggiero lElectnclll nc'll1 Jonathan Lewis -- u 71�' PO Box 1533 " I' "I''I °I 1500 Mason-Drive - = - West Babylon, NY 11704 Cutchogue, NY 11935 ,Locatedlat: 11500,,Mason Drive, ,I dl'll IIII lr Il!'�l , 'I' - I` Cut'chogue"NY 111935 - = -= I', 7 I it I l I' II',ll II' II III II I'il'I III ICI I�,I III'I II IY'�' Application Number#: 23=88771 -Certificate#: 23-88771 ifl Electrical License# - I ICI 'll I, Ill' I,I �lll � I'I '�I III ,I 11�' ' , rI,P' - It II�I II I� Lot. Building Permit# 481'24 l 48125 �Section'' Ill Block.IlJill Ow, illy. IAfi -- - l Name - - QT;Y it I I it - 1 I�III 1111 I � � _ _ - _ _ _ — _ _ _ - _- I, L'll II!.. 1.1.��"' -AC Blower- 15 Amp, 220V -- - - 5 _ = ARC-Fault 15-_Amp,-120V- 8 Combo Smoke-& Carbon Detector-15 An 120V 1121 ,l,l4 _ 11� - - - - -- Duplex Receptacle- 15 Amp, -120V °104'''' I' _= Exhaust Fan ,115 Amp, 120V �I I J''I 2 - GFI Rlit eceptacle - 15 Amp,Il120 V II'' 7 — - — - - HW Heater Circuit- 30 Amp, 220V 2 Heat Mat Circuit-_20 Amp,,120V- _- = 3 - Hot Tub Circuit-50-Amp,`220V- Meter-400 Amp, 240V 1 = Power Panel-;�'�170 Amp,240V l 1 Electritalllnspector: Anthony.Giordano ! . If' l I 1 l I �,I 11.1 II Mil �I l�l fIY .......... ♦ yiG l �I II. APPRO��Di 20 I -_ //�,f' � •�;� .III � I I Il l!l �I Il ll l ll II1 11 � I I' g4ij�J 7 gyp- , It Il = 1171r11111tU1A - II;�I �I. I 1 This certificate.is not valid unless raised seal is:present I II I Ii 1, - ll - �,,I Il� �i dl,l i .I I I I I Ili'L III - 1 II.�d Ir l I ol It n It I II; "i It'll, ,III IIIIL,' Certificate of Compliance ...................................... I........................................................................................................... li .. .............. It'l ll iPiti, Jill I MI CERTIFIED��,:ELE,C�TRIC�AL��t INSPECTIONS,'-IN C:� 188 PARK AVENUE _------AM1TYV1LLEli 1�11�7 gi,11 ;fbil P: (6311,I 14A It51E :'-lil —............................................................................. .................................................................................... _F-� ---- -- CERTIFIES THAT "MT e,l,,app ica ion o ,,,,,ill premi- uggierp, ll,� ' p Upontk "I'llw Upon W-is&s owned b y-` A R D,ElOdtrjililn"8�� II Jonathan Lewis 1500 Mason,Drive------- PO Box`f533 West Babylon, NY 11704 Cutchoaue, NY 11935 Located,iat-,�I 50A.Mason-Drivd,— hj�ll IIIIIII" I, I 1 11 i�l I I'll,I " -g, 11935 Application 'Number I�Cutdhoguel','rnlNyl 23-887ff -Certific�t : 23-887-141�1,1i,�Iii !I Ill It 11' Electrical Ligpnsp,#- M; Illl I", IS Block. Lp�qt on, 481,2611, It. 01 1 It Name QTY -- Recessed Fixture 15 Amp1 120V 117 Service Disconnect- 200--Amp 240V 2'Illl1 Smoke aetector--,m il 5/imp, 1 20V R Switch =15 Amp, 120V UG Service Feeder 44'00iIiAmp 112,40Vr 1 t�I I'llil 1,11I OIL @ Electricali � III n s pectq,��,UIII IA nth oil, I Gigrda , 10� IN IIIII T; IIIIIII !,I lj M This certificate is not valid unless raised sea[ is present. P'i; 1141 1 Jl 0 H, T11 I wilIiIII W I It ;I 1"y It Pit IIIII , Il 11,10 il',, .,� ,, I., , -,, �, ,-� y, Wl v p 3 2025 v�S�FFDL�-�O Town Hall Annex ��Q Gy} 130d`ng pe ad�,mer►4 54375 Main Road `c ;� T®Wn of S +'� (631)765-1802 P.O.Box 1179 N Southold,NY 11971-0959 �y ��1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: KAratch i;�, 2-0 2 H Building Permit No. � Owner: L LLC J D ncAhn, ) LL tv i S (Please print) Plumber:_21 r Via v'q P6 IZ A n z:) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this 1_ day of Mct rf:n 20 2 L4 cw Notary Public,_ SOS- c> 1 fi� County IL1n,..Z ,1E L l•�,CI R0 �r:.,�+�c.a..� i f Notary PuUic. ti 1ats of NewYork Qualified.in Suffolk Countyr,f, Commission Expires May 3i,2 � c 1 OF SO ` # # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm��'' 631-765-1802 INSPECTION [ FOUNDATION 1ST �60�r1 [ ] 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 [ ] RENTAL REMARKS: DATE "YaL1� INSPECTOR $tY� ho�aof souryolo - --- * # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O 631-765-1802 INSPECTION [ ] 6UNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR Will oe soulyolo * TOWN OF SOUTHOLD BUILDING DEPT. ''curm N�' 631-765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ . FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: V S+V.00 , okl �'(�t ,Pr t �� �u VAMvim Mt-a>VV4,--, v I ok 01417ZAAco 016t> DATE INSPECTOR g SObTyO� J AA o S v )� * # TOWN OF SOUTHOLD BUILDING DEPT./ y a d oLc_a � v5 courm,N 631-765-1802 � INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: DATE INSPECTOR S01/Th°�o mil/ ll # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v( TCov-e, - �mvleo&- vA M OA ot,5, DATE 1 ,$ Y INSPECTOR OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION .1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL DCVW 99 No [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i :0—lvc.- y Wr u(II& rr C DATE INSPECTOR FEB _.3 ..2025 ST-UROf.e STURDY H amen, F 115 MAINS , P NYoId 631-487-6634 ii Ci E G A_._.._w...._.. _ • tip.. .. ' .. To whom it may concern, Please see the following information below regarding the Envelope Leakage (Blower Door)testing for the structure at: 1500 Mason Dr, Cutchog DACH50) Required CFM: 3 1.66 lTested CFM: 2,58 (2.56orne exceeds r�equirem.nts by . owl Data report from Multi-point Envelope Leakage test can be found on the next page. Sincerely, Joseph Villani RTIN#0310085 President Sturdy Homes Corp joe@sturdyhomesny.com Page 1 of 2 C E F EB - 3 2025 age 2 of 2 Building Department Envelope Leakage Test Town of Sputh , T-E-C Testing Company: Technician: THE E►IERGY COUSMATORY Name: Sturdy Homes Name: Joe Villani Address: 225 Main St Credentials: HERS Rater Islip,NY 11751 Email: joe@sturdyhomeinspections.com Phone:6314876634 www.sturdyhomeinspections.com Building Information: Customer Information: Project ID: 1500 Mason Dr Name: Address: 1500 Mason Drive Address: 1500 Mason Drive Cutchogue,New York 11935 Cutchogue,New York 11935 Year Built: 2024 Geo-Tag Data: Latitude:41.013052 Longitude:-72.454279 Timestamp:2025-01-0913:45:19 Measured Leakage: 2,581.5 C1FM50 Test ID: Final blower door Purpose of Test: Envelope(RESNET Multi-Pt) Measured ACH50: 2.56(+/-9.0°ia) Effective Leakage Area:157.2 in2 Building Volume: 60,433.0 ft9 Enclosure Surface Area:0.0 ft2 Coefficient(C): 237.9(+/-38.50/0) Exponent(n):0.609(+/-0.111) Correlation Coefficient: 0.99515 Test Standard: RESNET 380 Multi-Point Test Mode:Depressurize Test Characteristics: Indoor Temp:60-F Outdoor Temp:25-F Altitude:-93.0 ft Time Average Period:30 seconds Test Date and Time: 2025-01-0914:11:31 Envelope Leakage Test Test Readings: Lgg(�. B dg(Pa) 8fj1.0W9_(P._a). Fm('La) ow(gfp), Con fig Baseline 2.4 -60.0 -64.7 -62.3 -44.8 3,237.9 Open Fan -48.0 -51.8 -49.4 -32.2 2,752.2 Open Fan -35.0 -36.2 -33.8 -142.2 2.131.1 Ring A -23.0 -27.7 -25.3 -88.1 1,687.9 Ring A -10.0 -12.2 -9.8 -33.4 1,051.3 Ring A Test Equipment: Flow Device: Model 3110V Fan Pressure Gauge: DG1000 Serial*11911 Calibration Date:2022-07--19 Deviations from Standard: • None Comments: None -10STUR13Y STURDY NAMES CORP 225 MAIN ST, ISLIP NY 631-07.6634 �t�LiIVMES to whom it may concern. Please see the following information below regarding the Envelope leakage(Blower Door)testing for the structure at: 1500 Mason Dr, Culcho DACH50) Required CFM: 3, 65 Tested CFM: 2,5 1. (2.56,requnts byData report from Multi-point En an be found on the next page Sincerely, n YU- C/ Joseph Vrllani RTIN11 0310085 President Sturdy Homes Corp joe@sturdyhornosny,corn i^ APR 2 2 2026 Pace 1 of Page 2 of 7. Envelope Leakage Test Testing Company: Technician: tin 1111R6r CONsh'llf09t Name Sturdy Homes Name: Joe Villaa Address: 225 Main St Credentials- HL'RS Rater Islip,NY 1 17SI Email: joe{prsiurdyhomeinspectGons com Phone 6314876634 www sturdyhomeinspecoons.corn Building Information: Customer Information: Project ID 1500 Mason Or Name: Address 1500 Mason Drive Address: 1 SOO Ma50r1 Dave Cutchogue,New York 11935 Culchogoe,New York 11935 Ycar Built 2024 Geo-Tag Data, Latitude:41 013052 Longitude:-72 454279 Trmestamp 2025.01-09 13:4S.19 Measured Leakage: 2,581.5 CFM50 Test 10: Final blower door Purpose of Test Envelope(RESNET Multi-Pt) Measured ACH50. 2.56(+1-9.00.6) Effective Leakage Area: 157.2 ins Building Volume- 60,433.0 10 Enclosure Surface Area 0.0 ftr Coefficient(C): 237.9(r/-38.5%) Exponent(n):0.609(+/-0.111) Correlation Coefficient_ 0,99515 Test Standard RESNET 380 Mufti-Point Test Mode:Depressurize Test Characteristics. Indoor Temp 60'F Ouldoof Temp:25 'F Attitude.-93 0 It Time Average Period 30 seconds Test Date and Time 2025.01-09 14:11:31 Envelope Leakage Test Test Readings: Targ+Lt(Pa), P dg-(Pa)_ Adi MAIL). Fan(pal. F ow(cfm), Conf,g Baseline -2.4 -60.0 -64.7 -62.3 -44.8 3.237.9 Open Far -48.0 -51.8 49.4 -32.2 2,752.2 Open Fan -35.0 -36.2 -33.8 -142.2 2.131.1 Ring A -23.0 -27.7 -25.3 -88.1 1,687.9 Ring A -10.0 -12-2 -9.8 -33.4 1.051.3 Ring A Test Equipment: Flow Device: Motlrl 3 110V Fan Pressure GaugL: DG1000 Serial#:11911 Calibration Dale:-.022.0-1-19 Deviations from Standard: • Nor)r. Comments: None � ecomcpj6 3.947 Middle Country Road, P.O. Box 607, Calverton, New York 119 Phone: (631) 369-4299 s Fax: (631) 369-9299 jy Gas Disconnect Certification JUL 15 2022 BUILDING DEPT. TOWN OF SOU-MOLD Owner.of Property Property Address TownNillage Z� e- N ' Owner's Home Telephone # J'14 Peconic Propane Account# &,0), 0 Date of Disconnect t,, V � , Z 2- z Name of Plumber hereby certify that I have disconnected the above premises from the underground propane tank. I understand that the Town of Southold will be relying on this certification. My Suffolk County Plumber License number is . � ff .: Plumbers Signature: ti Date: `.? 2d2 I E i f PO Box 1533 West Babylon,N''11704 j Tel :631-484-2958 Fax:631-587-3635 Email:areincooptonline.net A RUGGIERO ' ELECTRIC INC. r June 30,2022 j i To Whom it May Concern, We have disconnected power to 1500 Mason Drive,Cutchogue,NY. i If you have any questions or concerns regarding this matter,please feel free to contact me at 631-484-2958 i I ;Sincerely, Anthony Ruggiero .A Ruggiero Electric Inc. ME-62287 i j i, I ji I i i f j c f Denise Bradley Architect P.C. 110 North Park Avenue,Rockville Centre,New York 11570 T:516-536-8585 C: 516-313-7774 db(Q bradleyarchitect.com July 25,2022 Southold Town Hall Building Department 54375 Route 25, Southold,NY Att:Building Plans Examiner Amanda Nunemaker Re: Certification Letter 1500 Mason Drive Cutchogue,NY Dear Amanda, I,Denise M Bradley,am the Architect for the New Residence proposed at the location referenced above. This letter is to serve certification stating there is no natural gas present at the 1500 Mason Drive,Cutchogue,NY. Site. Thank you for your continued reviewed of our building permit application. Sincerely, Denise M. Bradley G\S�EREp q9 Q�li ��11SE 4f p i D ` 7 y 3 O,c NEW 0 1 FOUNDATION , fir • -------------------------------------- A l � _ MONO. INSULATION PER N.Y. STATE ENERGY CODE 00 1 1.TAM. I . / � I I• �i tti��SUFFO[dp�j t TOWN OF SOUTHOLD—BUILDING DEPARTMENT N� G1 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 `y�o! �a�� v Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov ,rnJ Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only gAh MAY 3 12022 PERMIT NO. Building Inspector: BUILDING G DE'PT. D N 01=SOU7}-IpL Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: , Name: L� (_ andtia ) iS' SCTM#1000- I uj -7 „ 1 m d0 Project Address: SC)C� N�qw-) tm- LQ\--L t0GL)I? N 1 193- Phone#: qn) 3G3 30^I� Email:�L��i1S lC{gi �q�'� C" sm(lil ► CC'r-r' Mailing Address: I jc( Iterx� c, cE�ie, (ZVL NUJ Il5-7ru CONTACT PERSON: Name: C>` n' � ��S Mailing Address: (St Phonel, tll) 3(05 30 C4 S f 9q t 1 R9U C' .S�rIci 4 DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: ..J R Phone#: i Email: pp 9 CONTRACTOR INFORMATION: ° Name: � Nl�'kll L :,L'11 Mailing Address: -7(P A -Q'(� Phone#: (r S I O `I Email H Leg - 7\- A(�Ln Co DESCRIPTION OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ qw f-on Will the lot be re-graded? ❑Yes,4No Will excess fill be removed from premises?'%XYes El No 1 PROPERTY INFORMATION Existing use of property: Nn5 k&,oiA"� Intended use of property: �`S 4, ►� lLo Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Q L ® this property? ❑Yes��No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prin na e): ����(v ❑Authorized Agent l8Owner Signature of Applicant: Date: STATE OF NE S COUNTY OF n.' �TCDC&Aw .1 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this FA7ANA M PASSANA.NTI day of 20 Public—State of New Jersey Tres u� ' Notary ub is PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 a.. ` p.:. ,..)__}." i; ,J�l..f..i,�1a J-.e,m ur.!e�W r�..'.'.�'G .�£..:�.5,;�.�x�?,•.:�Sr�,..,,±. -,eK.�...x Nt.c'�',:s ''! 'aa3 N g BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK orb ;;�� N• �; g Y PERMIT NO. 10009 DATE: OCTOBER 20,2021 ISSUED TO: L78,LLC c/o JONATHAN LEWIS N PROPERTY ADDRESS: 1500 MASON DRIVE,CUTCHOGUE rrt •, � SCTM#1000-104-7-9.1 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 October 20,2021, and in consideration of application fee. in the sum of$250.00 paid by L78, LLC and'subject to the Terms and Conditions as stated in the Resolution, the Southold Town, Board of Trustees authorizes and permits the following: oi Wetland Permit to demolish existing single-story bungalow and construct a new two and one- half story dwelling with a basement(f6,675sq.ft.)that includes a 345sq.ft.front entrance,a �1 138sq.ft.balcony off master suite,and a 333sq.ft.second balcony off guest suite;install 660sq.ft of proposed patios and walkway at the rear and side of the proposed dwelling; a proposed 8'x8' - €t hot tub; a proposed 10'x11' outdoor shower enclosure that includes a 61x10' shower and a i ' 15'x1.0' changing area connected to a drywell,and the shower is open below and above; a 17'x1` octagonal shaped gazebo; and to abandon existing sanitary system and install a new I/A ° onsite wastewater system; with the condition that any trees that are removed are to he replaced < "» with native hardwood trees at a minimum of six (6) having a minimum of a 2"caliper; and as f . ' depicted on the site plan prepared by Denise M.Bradley,RA,last dated October 5,2021,and stamped approved on October 20,2021. ' "¢ } S Y is IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these {t t presents to be subscribed by a majority of the said Board as of the 20th day of October,2021. riIAO— a rt ti � WAP — — — —-- — h t$sy , � v h- :� rr �° P y x •�� aCi. 1u'"uYfJeaS'ST�tsn^;7,riu'tu`�;,1;4ib`:<""'�5 i�51c�u5:..u:�Y'S"?.0 SY�ut-r�.Cu..'Y`w•a�.�s�; a "iu i"""SAu��.`.CCva4;5:ws13^rur"�b���e:3u 'r3:ii5mr v2.�xaa'�.':�lr. .1,J.,i.� t � �' r •» �»Y»{ i Y�i! ""S�So la+» ..- r y/` P S -.. P»� p5»1� \ 7�� {ay p=yle'y1 Glenn Goldsmith,President ``�OF so Town E 11 nex VY o 54375 o e 25 Nicholas Krupski,_Vice President tip. O. 179 Eric Sepenoski J U N - o?t��o-ld,N ork 11971 Liz Gillooly Telephone(631) 765-1892 Joseph Finora Building D-9purPW..(id"81) 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2375 C Date: June 3, 2026 THIS CERTIFIES that the demolition of existing single-story bungalow and construction ofa two and one half story dwelling with a basement(±6 675sq ft)that includes a 345sn.ft. front entrance.a 138sq ft balcony off master suite and a 333sq_ft second balcony off guest suite: installation of 660so.ft. patios and walkway at the rear acid side of the dwelling;a 8'x8'hot tub;-a 10'xl 1'outdoor shower enclosure that includes a 6'x10'shower and a 5'x10'changing-area connected to a ftwell, and the shower is open below and above,• a 17'x17'octagonal shaped gazebo: and abandonment of existing sanitary system and installation of a I/A onsite.wastewater system, At 1500 Mason Drive,Cutchogue Suffolk County Tax Map#.1000-104-7-9''.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 27,202.1 pursuant to which Trustees Wetland Permit 910009 Dated October 20,2021,was issued and Amended March 18,2026 and conforms to all of 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 single-story bungalow and construction of a two and one-half storydwellingwith a basement(fd 675sa.ft.)'that includes a 345so ft front entrance a 138sq ft balcony off master suite and a 333sq ft second balcony off guest suite,• installation of 660sq ft patios and walkway at the rear and side of the dwelling;a 8'x8'hot tub;a 10'xl V outdoor shower enclosure that includes a 6x10'shower and a 5'xI0'changing area connected to a dD2ell and the shower is_pen below,and above- a ITx17'octagonal shaped gazebo;and abandonment of existing sanitary system and installation of a I/A onsite wastewater system. The certificate is issued to L78, LLC c/o JONATHAN LEWIS owner of the aforesaid property. 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'„ OnRNff Y1mY E°(£lffuarsWYlOIk-IafO[Rro9®ram X: flauII IP�IfE.II YDTLLPTAAII po-ya l I �" " efllL ]MYLgi1I118 aaL1YECTenuffEBVLLk- OnAlgi®TESiH1'AI -i EarmlronA¢IaLLwInaPEar3DnG ! PLOT PLAN APPROVED BY GENERAL NOTES anEmlf+;arcmu.�YESlunwaA�uRmro: r r.EweslnEww.luaunuml.�vaRlFurErtct� :CAEEv7G•1'a '+H •BOARD OF TRUSTEES � PLOT PLAN PEe049Au11EVEE�F4LiPE55WLLsr11ID1RYtdIIIDnZONING CODE rnE Xarm'�n°"""au4v` ilnsmlu+FeroT1 r IA DATE TOWN OF SOUntO1D PLUMBING DIAGRAM ewlssmmwlxlmmmvarsnsrnlla+rarecenlre ll� eEaalarasvaurrtnamPsrstalusanarlEnuuln Ir aT���zl mFwmvvmsraanuraEanY�ensuLETmwX>ba � IUYsn a wF[1ERMIErsmrPlEt1®496PI�MnB®n3ESL4l. F®aSEaP "-o Taolm .-Cann,-- SXrm�A4nw IAv6�EIIIE ma s1 KUUaTaa svmsraafa mmsnc nv ��. L P... nsm.m awaYff fm Rn. "fiaAaaeXYff ��aII °: wo A.0 AmTeiamn Isvaaca Isaanrsla mIr4TAa " xavml�,nTPrurmlwarwmssuuraraPTarla n�� miPaamcs YuwLYcx -rofanimnl�um F°runmEEsr nira 2014 OIOBEBFftIDLTarQm1U6YFAf YD11nGA9ttY[TSTHIt FAN lul �I.Npann'a IffGCA®E0 mPalw Gash fro some NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MAW Facility DEC ID 1-4138-04072 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: JONATHAN LEWIS LEWIS PROPERTY 159 HENDRICKSON AVE 1500 MASON DRISCTM# 1000-104-7-9.1 ROCKVILLE CENTRE,NY 11570 CUTCHOGUE,NY 11935. Facility Application Contact: TAHIR QURESHI 27 CASEY LN MOUNT SINAI,NY 11766 (631)732=3150 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: CUTCHOGUE Facility Principal Reference Point: NY1M-E: 714.081 NYTM N: 4543.328 Latitude: 41°.00'47.0" Longitude: 72°27'14.8" Project Location..: 1500 MASON DRIVE WATERCOURSE: HAYWATERS COVE Authorized Activity: Demolish the existing.single family dwelling(SFD)and accessory structures. Construct a new 2.5 story SFD with stormwater roof runoff drywells, accessory structures and.install a pervious driveway. Abandon the existing system and install a new I%A OWTS sanitary system.All authorized activities shall be done in strict conformance with the attached plans stamped"NYSDEC Approved" on 3/31/2022. (GRZ) Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-473.8-04072/00002 New Permit Effective Date:.3/31/2022 Expiration Date: 3/30/2027 NYSDEC Approval By acceptance of this permit,the permittee agrees that the:permit is contingent upon strict compliance with the ECL, all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SUSAN ACKERMAN,Regional Permit Administrator Address:. NYSDEC Regi n 1 Headquarters SUNY @ Ston B &J50 Circle Rd Stony Brook, 1 790 -3409 Date Authorized Signature: Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04072 Distribution List TAHIR QURESHI Bureau:of'Marine Habitat.Protection Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS. NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to.commencement of the project,the permittee and contractor shall sign and return.the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions.of this permit.. Within 30 days of completion of proj ect,.the bottom portion of the form must also be signed and retuned,.along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted-in a conspicuous location on the worksite and adequately protected from the.weather. 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured.to displace water within the forms. 4.: No Construction Debris in Wetland or Adjacent.Area Any debris or excess material from construction of this project.shall be completely removed from,the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Materials Disposed at Upland Site Any demolition debris,excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of.in an authorized solid waste management.facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 6. No Disturbance to Vegetated Tidal Wetlands There shall be.no disturbance to vegetated tidal wetlands or protected buffer.areas as a result ofthe permitted activities. Page 2 of 7 NEW YORK.STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04072 7. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the-tidal wetland boundary. 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses;etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting.is impractical due to the season,then the area shall be stabilized.with straw or hay mulch or jute matting until-weather conditions favor germination. 9. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit;modification, amendment). 10. Establish Vegetated Buffer To protect thel values of the tidal wetlands, a.permanent.vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within.an area extending.3.0 linear feet landward of the tidal wetland boundary. 11. Straw Bales or Other.at.Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the,project is completed and all disturbed areas are stabilized with vegetation. 12. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge.. 13. Driveway/Parking Area of Pervious Material .Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 14. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways,and parking areas shall be,graded to direct runoff away from tidal wetlands and protected buffer areas. 15. Authorized Innovative/Alternative Onsite Wastewater: Treatment Systems (I/A.OWTS) Septic Systems This permit authorizes the installation of any models of FA OWTS septic system which have received.the approval,of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approv..al of one or more of these models during the,term of this permit,DEC will no longer approve new installations of that model. The.list of I/A OWTS systems which have received approval by SCDHS.are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 16. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the.maintenance schedule set forth,in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. Page 3.of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04072 17.. Tidal.Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record;along.with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-340.9 Attn: Compliance 18. Contain Exposed, Stockpiled Soils All disturbed.areas where soil will be temporarily exposed or stockpiled for longer than 4.8 hours shall be contained by a continuous line of staked.haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward.side between,the:fill.and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 19. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been.stabilized. 20. State Not Liable for Damage The State of New York shall.in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation,or improvement of navigation,or for other purposes,and no claim or right.to compensation shall accrue from any such damage. 21. State May Order.Removal or Alteration.of Work If future operations by the State of New York require an alteration in the position of the structure or. work.herein authorized, or if,in the opinion of the Department of Environmental.Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation,:or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State; and to such extent and in such time and manner as the Department of Environmental Conservation may require,.remove all or any portion.of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 22. State May Require Site Restoration. If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and.in such time and manner as.the Department of Environmental Conservation may lawfully require;remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-040.72 23. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved.plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Tahir M. Qureshi P.E., East revised on 1/8/2022 and the plan. prepared by Michael J. Scalise L.S., last.revised on 10/27/2021.. 24. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids,sediments,fuels,solvents, lubricants,epoxy coatings,paints;.concrete,leachate or any other environmentally deleterious materials: associated with the project. GENERAL CONDITIONS- Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying.with this permit and the ECL. Such.representative may order the work suspended pursuant to ECL 71-0301 and.SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all.referenced maps, drawings and special conditions,,must be available for inspection by the Department at all.times at the project site or facility. Failure to produce a.copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department:Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms;conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written.application to the Department.for permit renewal,modification or transfer of this permit: Such application must include any forms or supplemental information the Department.requires. Any renewal,modification.or transfer granted by the Department must.be in writing. Submission of applications for permit renewal,.modification or transfer are to.be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Brookl5o Circle Rd Stony Brook,NYi 1790-3409 4. Submission of Renewal Application. The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04072 5. Permit.Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification; suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure.by the permittee to comply with any terms or conditions of the permit; e. :exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute;.regulation.or another permit condition. Applications for.permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies; expressly agrees to indemnify and hold harmless the Department of.Environmental Conservation of.the State of New York,its representatives, employees, and agents(".DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts.or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits;actions;or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and.arising under Article 78 of the New York Civil Practice Laws and Rules or Any-citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect:to the permitted activities,and such persons shall be subject to.the same sanctions for violations of the Environmental Conservation.Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals,lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page..6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04072 Item D:No Right to Trespass or Interfere with.Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others.in order to perform the permitted work nor does it authorize the impairment of any rights,.title,or interest in real.or personal property held or vested.in a person not a party to the permit. Page 7 of 7 ALL ELEVATIONS REFER TO NAVD88'DATUM AS ON DRIVE SYMBOL LEGEND M (5o' WIDE) --------- '4. S7124 3 _f:: Dkv ar a 1 Co bal -7 1 STORY F� RERDENCE p/. A 11--,-1 TAX LOT 10 m6l 7.C 29.a. M 14- I STORY flt/dIE REED m 2"' TAX far 9.1 GRAPHIC SCALE JFEN 30 o 15 30 o.s to 73.6 —S74'09'00"L ---, -- -- -- ( IN FEET B/H 1 inch = 30 ft.ati II GUARANTEED TO: L78 LLC. .13 Co --S44 9:m 4�F73*,.67 .0�-W� of Cj FIDEUTY NATIONAL TITLE INSURANCE COMPANY C, A TER .BROADWA COVE mm. Nom, NO VISIBLE WETLANDS WfTH IN 300- No Vlsla`­E WELLS WITH IN ISO' OF SUBJECT PROPERTY OF SUBJECT PROPERTY (FOR HEALTH DEPARTMENT USE ONLY) 14YSOEC -PPROVED As PER TERtoS AND CONDITIONS QF PrRIAIT NOt-Y "Ill. --DATE TEST HOLE NOT TO SCALE o. GRADE ELEV.7.05' TOPSOIL 1p mo" LR smo(sm� ORANGE BROWN SAND(SP) BROWN SAND lo, SAND(SP) LOT AREA WATER ENCOUNTERED AT 7.5' 7 7 29.500.11 S.F. ROY K.REISSIG,P.E. 0.68 AC. 04-10-2021 C- 'Ex SC S CAL I C E SURVEY OF PROPERTY land surveying SITUATE mjslandsurvey.com P:631—957-2400 CUT HOGUE, TOWN OF SOUTHOLD G.-o 30 1000-104.00-07.00-009.001 SUFFOLK COUNTY, NEW YORK 5 DR.;MC CREW.:AL SCALE: TAX MAP NO. LAN I DATE SURVEYED:07/08/2019 JOB �{ 1 STORY FRAME _ FIGURE 3 REspwRE TEST HOLE DATA p PUBLIC WATER :�°'c w°c u °_ I GRADE ELEV.T.1' 0g0s' ' o TAX LOT 70 w n ...r..:`� —— ——— ELEV.6.9' � wry } y S12°�810'E � `K.ro I BROWN SILTYSAND-SM 20' _ LL O ,6 I m \ON marRA0. 184.911 ��., n ram.} ELEV. ---------- 5.1' w pp pi }m� maa AARD ED As S m�} ORANGE BROWN SAND-SP p cl) b MAW LAWNVIA, •-`\ ♦ z ° ■� I ---------- — Q8. LEV.1 6.0' aI m DAAP.BIIIIMEAD 7 . —BROWN SAND �za3 G7 �!ir N• _`o. �E- TO BE O m t ——_WATER ———— ELEV.-0.4 p, I I VV•"y O'�r �V t jl , D 5EG' S7 NG HIGHEST EXPECTED WATER ELEV.-0A' O [�.� 47.0. WETBROWNSAND-SP O ri u� PROPOSI BROADWATER o a ' I ` p a 21118TORY SBEDIBS I COVE E RESI�ICE I a FFE10.0 q lAI I a \ e s ELEV. 2315L TEST BORING DATA BY: 9.55' DATED:4/1 021 a 1� R Ij O I O 81 I Y�r® a ROV K.REISSIN S , 'i NOW DOCK A�µlKp 27 CLUSTERPINE STREET � (u I` q ° �</ .A ~9 {�� MEDFOR 1 89 7350 3 01A10EAD �i \ Plane:631.29&7350 w P 74.4' 1 NDTE.ALL EROSION AND SEDU CONTROL ENT CONTR DETAILS SHALL BE O N Z1'n /- J JJJ I I1 AS PER NYS➢EC STANDARDS AND SPECIFICATIONS .� " / 4.E1 �-�• '�yEGE(AT10N�•/,pN cD\\ \ Ia MaX.c.ro c. 3 � it DW I MASS LAW / PLIII[I d\CI\ \ ICIDnml Y O i ITNI r aw \ \ MAL WERAND BMMARY(BASED ON VEGETATION •�- ••••�•• ° IS T�I GRASS UM \ AND ENDONCE OF T10AL/L000M EXTEND . BM G.VAWAUS I/11/3021 Y•.mL rM[Imr PROPOSE)LWIS OF CLEARING \ O =0 m¢mx� s i'INT E Op N� `I4 96 Z G 22 .7 1: — PROPOSED SU FOM SEE R64 MEET FOR MORE WAR& \ \CP '� i� ,,AIR A, \ �j.P mMnu>a N� Doi 10 • ♦ OOrr nTNa aam � 'P > — \ I m �12°08 11 — \ •Aa a V W oa>o. , ----�------- —— � \ cDNCTR I TIDN SPEC-TFI.ATIONc r��' 1H —— L rt�>D c rNnNw camr TD ma rom vlTx vBs Tm } —ED¢a PAITNONT 6 ————— 14 Y S D E C4\ APPROVED AS PER TERMS \ ui nAnu roes owL rE mn o>wl•r a v mE a Iwro>ms O) T •rnTT:mm To c To c r•sm4a Hmmr TO varD,vac E AND CONDITIONS OF HTEa vlrx Gar K YO EMY N•AT Tv""TO s¢Nw =g BROA D WA TERS DRI V I �E ItAIT NO��uG j�,&4 HD[E rwu I[WP O1 vZ a Nrt 4•MOrr ATM DN>P6 ,�_ E >WIaN Tw mnoa 1r mru¢mH•s+amN EALN 01MI MT DRtL c Dwo- � HArrG N m PflEf AHm roLTCA nTNa nvnH aNW1 K mnn nm X. 7E_3 (�(ji� - Avn w x wonwA nw u Error c°mnvrnn. V50' WIDE) 1 I itA »uLK SITE PLAN I •E1A6P aY{lV M M f8T IML AREA SILT FENCE CALCULATIONS• , LOT AREA= 29.500 SF REv 10-D HOVE SECUtE HEAVY COVER TO GRATE BY PO.YLOG GELEV)AND SAFETY SLIEN BY PdYLOG(MP OP 24'➢HE SECURE HEAVY COVER TO GRADE TIT MYL3K �•' AA = 23,4B7 SF FIN GRADE O]EVO AND SAFETY SCREEN BY POLYLOC CTYP) t ELEV.BD' MZ 7 HOLE PILYLOK D•BOI W7 30I7-R RISER STING HOUSE TO RE DEMOLISHED = RE VE(= 2 4�IX TO GRADE AN0 suETY SCREE+BY POLYCK �� � Q EXISTING REAR CONCRETE PATIO TO BE REMOVED = 277 SF 3m0.�SAND V PROPOSED COUSEVER 3514 SF PROPOSED COVERED PORCH = 408 SF 4'IH [CREPE _ W ID ro PROPOSED OUTSIDE BASEMENT ENTRANCE = 56 SF _ aEAraarr TDP LL,6r PROPOSED HOT TUR = 64 SF ••DIA.UR 131. AG. y m N N c PROPOSED PATIO (NON-GROUT) - 990 SF - WGy PROPOSED GAZEBO = 239 SF P4 m Dd'D o INv.0.Gr LEACHING GALLEY rA IRv.E.s3' (8)4.75'X 8.50'X 2.00' 1 T 10 a> 0 PROPOSED AA COVERAGE - 4281/23481 18.3% < 20% .......OK W.EL,/ IRV.a i z d OI A m @ _ IRV.EL 6.4' W O C O t I n ONLY. PLAN 1S N01 A LEGAL SURVEY. [T IS D S LCRIAESTMO EM"Illrl KEN THIS ALL SETBMDO.DDIENSI6VS,LDGT)➢NS.S F STRULTERES WERE TAKER 1. 'a Z O .0.. FROI l/E SITE PLANS PREPARED iY. '�'.'- DDT.EL.4A' Cl C N OH Z - SCN.ICE LAND SURVEYWI LENS->OD ran rLJi TRF•i1RNT` nicrR�BDTIrN Bm[ _ �..N l7 c x 75 NONAEL 1 SCALM LLS USE GD 700 f3'➢fU.R CENS END CAP LEVELING 1EV16S TEST HOLE N E WASTEWATER TREATMENT SYSTEN WILL BE 3NSTALLED IN GRONOYATER g N L ll• W PEE NIL 631_957-2400 H 000-CEHS-700 4-20 LOADING DISTRIBUTION Mx ��17G,�ES7 EEJK(ppE��}}EE ELEV.-G4' Yy D- 'TanWNr .FYDiE-ECEaT-w-— °) Ib11E6 OCTOBER D7.E!021 -------------------- — ------ �' . NNSLLT A LTmaxD STRVEYM FOR EMT PWKRTY LINE LOCATIONS. PROPOSED SANITARY I/A ❑WTS SYSTEM PROFILE (NTS) � � 0 PJtILLDING DEPARTMENT- Electrical Inspector ��O Gy.+► � �'�FS®�R4'�� TOWN OF SOUTHOLD "tU �®Town Hall Annex- 54375 Main Road - PO Box 1179 o ` Southold, New York 11971-0959 y O� Telephone (631)'765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov— seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3/15/23 Company Name: A Ruggiero Electric Inc Electrician's Name: Anthony Ruggiero License No.: ME-62287 Elec. email:maruggie@optonline.net Elec. Phone No: 631-484-2958 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1533 West Babylon, NY 11704 JOB SITE INFORMATION (All Information Required) Name: Jonathan Lewis Address: 1500 Mason Drive Cross Street: Phone No.: 917-363-3074 BIdg.Permit#: 481241- 48125, 48126 email:jlewis@Ikpartnersinc.com Tax Map District,4 �'_._; 900 `,-q_0— Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Rough inspection of new home Square Footage: Circle All That Apply: Is job ready for inspection?: R1 YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame M Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION 31rj�VPW—�t( "1. Ito 8Qor- ► 125 — Q( 00o �� �G a811-10 -- Q O. 00 ® (� P fl U JUL 2 6 2022 sUFF ,�, O BUILDING DEK ILDING DEPARTMENT-Electrical Inspector O O Gy 'JUN OF SOUTHOLD TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/22/2022 Company Name: A. RUGGIERO ELECTRIC INC. Electrician's Name: ANTHONY RUGGIERO License No.: me-62287 Elec. email: ruggieroelect@gmail.com Elec. Phone No: 631-484-2958 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1533 West Babylon, NY 11704 JOB SITE INFORMATION (Ali Information Required) Name: Johnathan Lewis L2 L LC� Address: 1500 Mason Drive Cutchogue, NY Cross Street: Phone No.: 917-363-3704 Bldg.Permit#: l 13 ,Q, 'SOSt/ email:jlewis19911996@gmaii.com Tax Map District: 1000 Section: p Block; Lot: O/ C BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Temporary H Frame Construction Service Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO Rough In Final Do you need a Temp Certificate?: FV-] YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: 100_A #Meters I Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect[�Jnderground[]Overhead # Underground Laterals 1 2 R1 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 00 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 �4A' ap�� - Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny gov- seand(&southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/21/22 Company Name: A Ruggiero Electric Inc Electrician's Name: Anthony Ruggiero License No.: ME-62287 Elec. email:maruggie@optonline.net Elec. Phone No: 631-484-2958 El request an email copy of Certificate of Compliance Elec. Address.: PO Box 1533 West Babylon, NY 11704 JOB SITE INFORMATION (All Information Required) Name: Jonathan Lewis Address: 1500 Mason Drive, Cutchogue Cross Street: Phone No.: 917-363-3074 Bldg.Permit# 48124; email:jlewis@lkpartnersinc.com Tax Map District: 00 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 400 AMP underground service Square Footage: Circle All That Apply: Is job read for inspection?: YES NO Rough In ❑ Final 1 _ Y P ❑ ❑ ❑ Do you need a Temp Certificate?: Ft-/] YES❑NO Issued On 1242V22- 2 22 2`Z Temp Information: (All information required) Service Sizem1 Ph❑3 Ph Size: 400 A #Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓Underground[]Overhead #Underground Laterals 1 ✓2 H Frame 0 Pole Work done on Service? ✓ Y nN Additional Information: Need Temp Electrical Certificate emailed to: maruggie@optonline.net PAYMENT DUE WITH APPLICATION e-C, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 ca P.O.Box 1179 Southold, NY 11971-0959 Q22.:.`i�ZtrJi�''. BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: -� ccS Luc SofCM-Qn Vk,"i s Location of Property: ` ;co mQSbr� -6c= CQ'Wk6 v-P_ Please take notice that the (check applicable line): 'C New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and of fr ing (FR) Signature: / Name (person submittin his form): _}(� �� Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 ��pv�S�FFU(KCOGy� BUILDING DEPARTMENT-Electrical Inspector o .< TOWN OF SOUTHOLD co Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 ;rly?j�� �a� Telephone (631)765-1802 l Temporary Certificate # 13 o Date -7 / `Z9 2022 Customer Name 0 h�� ��„y` Electrician Name A z Ru �cr o Bed-r r Address 1600 IM sO. D,., C v*r* Phone e-mail e-mail rV o c+ ryK�l ® Cc& Phone License# Size 100 A Phase Overhead Underground #of Meters Remarks `Ter porrr�j 14 frnmz #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#1 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 verificaA;is days from the to above. Authorized by ------ �g�FFO(,��, BUILDING DEPARTMENT-Electrical Inspector < TOWN OF SOUTHOLD "' +x Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �9,, �ap�� Telephone (631) 765-1802 Temporary Certificate # 13`1 S Date �ec 2022 Customer Nam o,n,&. W lS Electrician Name Lk I-e—r 0 E Address SoD Sb Phone 6 31 , Lf i� q e-mail e-mail V"O, rLk -e, 6i?±on I ivic . e Phone ILicense# Size 06 A Phase�_Overhead Underground #of Meters Remarks 1 #of Underground Laterals 1 2 New "H" Frame or Pol H P Fire Reconnect Was work done on Servic . Y N Flood Reconnect Old Meter#1 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 verificatio valid fo`r 9 s the date a Authorized by N N CD N N NOTE: N N N C3 O O O N F- CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF NYSDEC APPLICATION NO. 1 -4738-04072/00002 i° N 0000 M o WORK. IF EXISTING CONDITIONS VARY FROM PLANS, THE CONTRACTOR - �- SHALL STOP WORK AND NOTIFY DESIGN PROFESSIONAL IMMEDIATELY. SHOULD THE CONTRACTOR FAIL TO CONTACT THE DESIGN PROFESSIONAL AND CONTINUE WORK, THE CONTRACTOR ASSUMES ALL RESPONSIBIILITY BOARD OF SOUTHOLD TOWN TRUSTEES PERMIT NO. 10009 AND LIABILITY ARISING THEREFROM. I (n 13 1 STORY FRAME I a RESIDENCE DESIGN FLOW RATE: o PUBLIC WATER 2• VENT W/CHARCOAL FILTER FROM TANK, PROPOSED RESIDENCE WITH 5 BEDROOMS. W HOUSING BLOWER MOTOR IN WEATHERPROOF J i HOUSING AND FUJI CONTROL PANEL W/GFl SITE DATA: N TAX LOT 10 OUTLET FOR SERVICE WITHIN VIEW OF I �� ^ S�2O08 ff SANITARY SYSTEM- LINE TO BUILDING PANEL ,• ci Z a In 'O E _.� w/DEDICATED 120 V AC/20 AMP BREAKER. I O ` MAS ALL ONES BELOW GRADE TO BE IN CONDUIT I SITEGROUNDWATER AREA: 29,500 SQ.MFT.T(0 677 ACRE) Z - IV Z HEDGES , © w -►t SEWAGE DISPOSAL SYSTEM: � >84. 9� ' o + \�' \N SEPTIC TANK: SPLIT RAIL FEN. - �m o m o 0 ' " u EIRM CIRCUN POWECOON ovDRW PROTECIMIN �\ EXISTING SAN SYS 0 BE DLscox�cr AND a 9cu,,,PRo ECTan BULKHEAD • "a'u � ""'""" AND M�T BE S1I�ZED CIRCUIT INNG TO K.�v/MOTTOR !M OF Nl✓ ABANDONED AS PER SCDHS \ DESIGN FOR 5 BEDROOMS AS PER S.C.D.H.S. TABLE 3 I/A OWTS REQ'D. 550 GPD RATED CAPACITY 0 „wuFAC1UONG SPECR GMNS 3 I DHW i �t OJIVD O / / LO GRASS LAWN -,�111N }Ljt P12% Y �'� PROPOSED FUJI CENT I/A OWTS PROVIDED 700 GPD RATED (O.K.) N W Ra� '• -- ID I � N X. WATER . ►✓ --- LEACHING P❑❑L(HIGH GR❑UND WATER C❑NDITI❑N): o ~O Tp Emn ^' R I ERVICE� 2" VENT ��•�� \� _ Zk I.- DILAP. BULKHEAD N A t ELEV. 9.0' • ^ AS PER S.C.D.H.S. TABLE 6 LEACHING GALLEY, „^� 0 O 3 = PROPOSED ELECTRIC LINE / -8 PROP SEID E6>eBLstcaa, xoroRn�P51PaA°n9r I £ wO,` � \, ,,, p01 0I MINIMUM SIDEWALL AREA REQUIRED, 400 SF v z „01Sfff�NVIENED„ ,, Prj` REV. 9.0�� _ @ re EX NG OUS TO BE ^ �� PROPOSED LEACHING POOL, (8) 8.5'. X 4,75' X 2' EFFECTIVE DEPTH p (n [D I I ves P�`v w Ir I At ,SZ � o � DEM US D CO PLETELY. � SIDEWALL AREA PR❑VIDED 400 SF W � Q SOIL TEST HOLE W r= 56.6'�EXlS77NG Q (60 DL C..RATING NA FIf1B S AND rn DD LUG NUST C AT,CAST RID BEG F. � � �• _ � PROJECT NOTES: A <6D➢ff.L). TERMINAL STRIPS AND 010.M0 LUG 16E ftPPER CONDUCTORS IDLY. I 0 / � \- � CL ^ y � I --� •LF7 O � - CONNECT MINI LOG IN PM EL TO A SECURE EARTH GUM I _y- Q wsIEILOESREIIEIIlIiFIELBYIRING = 45'SWEEP BEN -Fs ,5.1' I ��'N UJI 1.THERE ARE NO WELLS (PUBLIC) WITHIN 150' OF THIS PROPERTY. FIELD YIRINc gcrTn, 3 I £ ; ,OZ m ` I I •/Z� Y 2.CONTRACTOR SHALL VERIFY ALL ELEVATI❑NS AT BEGINING. W ROPOSE FUJI CEN7-700 GPD I/A OWiS SS SS - o '"I z I I m 3.WETLANDS PRESENT ADJACENT T❑ THIS PROPERTY 2 I PREP S,1' M 4.ALL ELEVATIONS REFER T❑ NAVD 1988. GRASS LAWN :' ' '07 0 r II ml �0 I o BROADWATER O a Os I PROPO D 4-SANIT Y LINE ,N� PROPOSED �< ,091 �Ld I I j 3 U m P SINGLE LINE DIAGRAM < o PRO OSED CLEAN OUT 2112 STORY-5 BED/BSMr N - Q I C o N 4' DISTRIBUTION MH% C� t0 ..-� --IJ -.IVE LU Z JC NOTE. PROTECT ALL ABOVE GRADE, AND BELOW GRADE, WIRING WITH PVC CONDUIT, SCH. 80, MINIIARL �� £ h �� =o RESIDENCE -1-1-1J I I/A OWTS SYSTEM - (NOTES U o N 0 -J`-1 JJJ I I 1. A 10' MINIMUM DISTANCE BETWEEN I/A SYSTEM & HOUSE SHALL BE MAINTAINED. [- NI-- q FFE 10.0' JJ sJJJ J - 2. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. O Q V I i I ��� �� �� 1JJ f 55.6 o „ 3. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 536 ARTICLE VII z W EL 33 �5 Z WITH ENDORSEMENT J U) p p Z a U_I 5' S9JJJJJ 58.8 /STING ��� s Fa 4. I/A SYSTEM MUST BE REGISTERED w THE SUFFOLK COUNTY BOARD OF HEALTH IN ACCORDANCE w w W O VISUAL BEACON O o 3. _ JJ_JJJJ o o Y F- E- _ CD / o �sJJJ 9. 55 _j v TO ARTICLE 19 / U q Q F- ^ I £ �� JJJ �''� L`0 5. OWNER SHALL EXECUTE O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER ARTICLE 19. U o 0 OW �- L`'I ' ' 4' ' `� o i/ M JJ- N m RAMPMETAL o 6. VENT I/A WITH A MIN 2" DIA. PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18" ABOVE V W U ATTACH PANEL TO MCA WOOD PANEL 3 / �,. jJ + f WOOD DOCK GRADE WITH A CARBON FILTERED DEVICE LOCATED 3' FROM ANY WINDOW OR DOOR. W W W qJ U) S; ATTACHED TO MCA 4' X 4' POSTS \� ^JJ s„ <o to � WOOD $ 7. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE SYSTEM U U > w o, POST DEPTH 36' MIN. BELOW SURFACE �� I / c�• f7 J JJJ r `' m 6 BULKHEAD o LOCATION. O O W - 3 `' 13 0 JJJ ' PtOSED 8. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. Z Z Z Z o Q RSA POWER FROM PANEL `-' 1 = - ;. _ - / ,OYL_ 8 74•4 P , 9. CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM REACHING � Of Of I j O o USE BREAKER AIR COMPRESSOR INSULATED I £ / _ELE 9. p'tiS �IJJJ I THE CONTROL PANEL W W W > ; ENCLOSURE W/BASE / - h• OL LL a POWER LINE TO FLOAT AIR LINE TO I I i i J -J-1-1 �°-1JJJ 10. SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND U U co W AIR LINE FOR ALARM TREATMENT TANK 3 ;; �\ VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY OCCUPANTS OF THE RESIDENCE SERVED. Q Q Q (q r- i t A 11. AERATOR AND OPERATION COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. CV 15A POWER FOR COMPRESSOR ����/ USE BREAKER I I 5' s" / %/ uY y 1...-vEcE�p1\0�E ON On c9\ \ N �i ^:�,• RO. LEACH. GALLEY 4.75X8.5'X2. ON ; DW02245 TURE EXPAN. LEACH. GALLEY(4)4.0 X8.5' Q\ \ [057.0 mj - GRASS LAWN a // . yi�"yov J \ .: - \ Z ti / / / PLANTER \ >v �� i I055.Ocm] -� -- - Q 2 O� \�\ 1324 'Q O 6- 133 6cm] O / t \ ! I! CUT AAAY -N BLOWER AND PANEL_ DETAIL_ I \ TIDAL WETLAND BOUNDARY (BASED ON VEGETATION ' '(E OF DW /7 GRASS LAWN \ AND EVIDENCE OF TIDAL FLOODING EXTENT) p[ 15.60 (P I / O BY: G. WILLIAMS 11 11 2021 �� [39scm] 5 F o �I o < PROPOSED LIMITS OF CLEARING/GRADING �. a' NOTE: BLOWER MUST BE HARD WIRED. I I = � Zm � rn I /;�� 020.65 £ m V-W Q Q - :.�P-. _ \ l 43 I052.5an] n ! (JI PROPOSED SILT FENCE, SEE THIS SHEET FOR MORE DETAILS. \ •CA BOTTOM v TOP� EA' 137c m M - r SIDE O Z c� 7 INSIDE 00X J� 22 ' �J - - \ - PORT N0 3017D 0 X O .• 1 f ---- - - -`- o MATERIAL-HOPE �-- t sb DATE; 8,'12/04 -WI200 8 '16 W \ 40. 22.45[57.Ocm] -I 3 <�f `EDGE OF PAVEMENT .. 3 O �� 9 -!f' \ cyfT �,, I 7 10 200[508cm L,.I CI-TO-PVC + f 4a.91c°m CL TO CL SIDE CUT OUT HOUSE ADAPTOR \ 6 TYP 40PLCS 1 TOACCE"T 1 C❑NNECTI❑N TO g �. BROADWATERS 'I - - - -- PO'�'' '/' \ I♦- PRTN0i /� r 1 - . - TYP 40 PLCS BUILDING SEWER ASTM D3034 DRIVE \ r 1391 OD OCL rrl , 1 , [35.3cm] CL 24" MIN SDR 35 PIPE (5op WIDE) TO ❑WTS / 1 SITE PLAN I DISTRIBUTION BOX PVC WYE_/ :Y PIPE DIAMETER, „ 1 NTS W/THREADED CAP :�.: DEPTH, AND SLOPE SCALE. > -20 a, AS REQ'D. CAST IR❑N PIPE-/ �� "F POLYLC`K 20" i1IST, _JT'0,,E,,,X �, CO EXST. F❑UNDATI❑N----- 1`1' 4 G*�.AOE -1/2' VENTILATION PIPE 0 + SCUM BAFFLE B • `:r,:' 2 FROT'V'DE SPEED LEVELER O F-4. .• y•:. •-11 -s -t ON FRCP OJ LET N � FROTv',Ol0,7S 06 z W T- CO ECIRCULATION CHAMBER Volume al vn 0- co Lo Lo •� CLEAN - FlU T DETAIL_ AIR LIFT PUMP (gal) __ N I - O3 TO LE�,CH;TtG PtIC�L Q = M O � ISINFECTION Ql Sedimentation Chamber 397 (� � CYLINDER (OPTIONAL) Q2 Anaerobic Filtration Chamber 396 � w ~ 00 O Q3 Aerobic Contact Filtration Chamber 181 O4L.1 "L_ •- W M 5' INLET PIP ' OUTLET PIPE O of � M ^` ® Storage Chamber 90 I v CO END PLUG OR STOPPER 4'-31.L ! P, C C3 ' OUTLET PIPE A 4 A Q Disinfection Chamber 6 ti 04 = CO Total Volume 1069 c� O . . 7 ❑ - © 12"THR.CM;F"LTE9 MATEP.'.F.L � FM O � Z O t>3 �_ TYPEa) I°O a FFLUENT SPECIFICATIONS Q C: X INLET BAFFL O AIR LIFT PUMP Anaerobic Media PP/PE Filling Rate 32% W F- 0 LM In 3Board Type Aerobic Media PVC/PP/PE Filling Rate 17% DISTRIBUTION BOX a W (DILI 30' ELBOW Aerobic Media PP/PE Filling Rate 55% � c j j 1/2' AIR INTAKE IR INTAKE Blower 2,8 cfm _l SCALE:NTS nk FRP 60° WYE RECIRCULATION (PIPE LOW BAFFLE _J Pi in PVC/PP/PE A _ (CLEANING OPENING) Piping =VCD B FLOW OPENING C7YP. Access Covers Plastic/Cast Iron Z (n U) o PLAN VIEW Disinfectant(Optional) Chlorine Tablets DIGGING NOTE: LLi V DIG-SAFELY WCALL 1-800-272-4480 BEFORE YOU DIG. W W W.NYCL12CALLDSI.COM , SWEEP BEND ISINFECTION W O CV SCALE, N.T.S. 18' MANHOLE (TYP: 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) 4' MANHOLE 0 O SEWER LINE CLEAN-OUT DETAILS EXCAVATION INSPECTION REQUIRED NOTE, u5 � J LOW OPENING THIS SITE PLAN IS NOT A LEGAL SURVEY. IT IS FOR ILLUSTRATION PURPOSES W C) FOR SANITARY SYSTEM ONLY. ALL SETBACKS, DIMENSIONS, LOCATIDNS, AND STRUCTURES WERE TAKEN W LLj I) 18'D HDPE: SECURE HEAVY C❑'VER TO GRADE BY P❑LYL❑K FROM THE SITE PLANS PREPARED BY, 11 BY ,-HEALTH DEPARTMENT SCALICE LAND SURVEYING EE NEW HOUSE (ELEV,) AND SAFETY SCREEN BY POLYLOK (TYP,) 24-D HDPE SECURE HEAVY C❑VER T❑ GRADE BY POLYLOK TEST HOLE DATA 4 1'-1 ' DARD TYPE MICHAEL J SCALICE, LLS I„ p i F.FL. 10.0' (ELEV.) AND SAFETY SCREEN BY POLYL❑K (TYP.) GRADE ELEV.7.1' o.o' CONTACT MEDIA PHONE NO. 631-957-2400 Z FIN. GRADE -- - - .2c=== 20'D 7 HOLE POLYLOK D-BOX W/ 3017-R RISER ELEV.6.9' DATED OCTOBER e7, 2021 O I ELEV. 8.0' TO GRADE AND SAFETY SCREEN BY P❑LY❑K BROWN SILTY SAND-SM 4' DIA. SDR-35, FIN, GRADE 2.0' I CONSULT A LICENSED SURVEYOR FOR EXACT PROPERTY LINE LOCATIONS. MIN. 1% SLOPE 3' CLEAN SAND ELEV. 8,0' ELEV,5._V U o COLLAR LO ORANGE BROWN SAND-SP i CLEAN❑UT 4' DIA, SDR-35, TOP EL. 6J' _ z 4 � ASSEMBLY ATION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MIN, 2% SLOPE •- ------- --- s.o' - 6'-0 ' Qj 6'-01' 0 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 4 DIA, SDR-35, ELEv.1.1' SINGLE FAMILY RESIDENCE ONLY MIN, 1% SLOPE $,5' BROWN SAND-SP 7 5' __ 5'-1' 4'-11' 4'-11' W O --�. ---WATER ---- ELEV.-0.4' HIGHEST EXPECTED WATER ELEV.-0.4' z INV. EL, 6.2' LEACHING GALLEY Q Q _ INV. EL. N WET BROWN SAND-SP 3 05/17/202 R-21-11 INV. EL. 6.3' (8)4.75' X 8.50' X 2.00' EROBIC MEDIA 05 O - >} O 7,8' 6' EL' INV. EL. 6.0' O DATE I-I.S /F. NO. o W I INV. EL. 6.4' J ERATION ASSEMBLY APPROVED f �-�i�- O O J Z Z 2 00f W > FOR M AXIM Ei OF 6 BEDROOMS 0 Q YFF-- B❑T. EL. 4,0' O _________ 2 UZ CEN171700 GPD FUJI TREATMENT DISTRIBUTION BOX Q w - ELEV.-7.9' EXPIRES THREE YEARS FROM DATE OF APPROVAL O r` F- W TEST HOLE Q TEST BORING DATA BY: SECTION A-A VIEW I r Q V USE ) 70Q1 GPD FUJI (ENS END CAP LEVELING DEVICES ih DATED:4/10/2021 SECTION B-B VIEW O rn Z Z �- I WASTEWATER TREATMENT SYSTEM WILL BE INSTALLED IN GROUNDWATER o W I �- DISTRIBUTION BOX - HIGHEST EXPECTED- - - - - _ 27 CLU REISSIG,PE >�1i�1�s�t(Iat ^ ins . *CtE"t� th- o o =J ' - - - - - - - - - - - - ELEV. -0,4' Z Z MEDF RD,N9-7350 . Abandonment of the existing sanitary system mus be In Design Professional s Certification Required. _MODEL CEN 00 27 CLUSTERPINE STREET k ytQ` MEDFORD,NY 11763 O GROUNDWATER ELEV. 0.0' Suffolk Count-v Dr t. eT Hc�lth 5--rvices. T Submit P.E. or R.A. Certification For z Q U-)> z Cn - _- - - - -- - - - - - - - - - - - - - - --(� -��- conformance with the Departments requireme ts. � 2 �Y C2III (C31)852-5754, 48 hours in CEN7The Installation and Construction of the Sewage Disposal System � � W�U z PROPOSED SANITARY I/A ❑WTS SYSTEM PROFILE (NTS) Submit completed form WWM-080 as proof W o O xda��ncc, to seiZc�clul� insg��'c4is�:�(s). Use Form WWM-073 Q �, o d Q o NY9pE[MPIJCAnpN N0.1-.>S8-OW>L0000f �j +�$a EOAHO OF SOUMOID TONN TRUSTEES PERRr NO.1=9 1 I B� 1�oENa E I DESIGN FLOW RATE: - I ;8g Pueuc wA1E9 Y� °W1®�NTM s em.�s � re-[or 1d1z_oa>o•E 9' f SPOSAL SYSTEM:184. 1 SEWAGE DI Y ,`••I I �m`�°n.\� uc N. �aye ime It"e SEPnCNTANK: w..sr.•...ems g rya Yl=GiTJ� •� i � I �®.®.FZ ,`: 0 L�� mm�mn�a c°gym.m� .v,r 2 PROJECT NOTES:g PROPDEO BROADWATER N.�, � '�" s SINGLE LINE DIAGRAM ~� �gv @ ~71RS10R1'-5ea BEDE5 i I COY g �•• _� ��••� �, qO 4 I �oM ' REf9A U'� J sss' 7TV. a a E o�am,m°a �'�mmrz�um'e Rwuxrmawu se.arncw .m R I I •y.e m sa rzs o> S1r33'15"E 9.55. g N 8 9 �Aa+�ip\\ \\ H.NA.Nw.w wnAna mramms s umnw.amNws o AN, `t;% BLOWER AND PANEL DETAIL i If. NOTE BLOWER MUST BE HARD WIRED. I II I Ig a . wo®ar osms _ - \ ; Cl-TO-PVCm¢av�wmrt CONNECTION TO HOUSE ADAPTOR I$ BROADW BUILDING SEVER ASTM D3036 4 ,A�ERS DRIVE on, 2A•MN SDR 35 PIPE I( MEJ _ w `-•—� `�'6 f "1i S 1 TO Ovrs SITE PLAN I —••-• �� m PVC wrE �• PIPE DIAMETER, I DISTRIBUTION BOX S -THREADED CAP ":l DEPTH,AND SLOPE SCALE: 1••=20• 1 AS REO'➢. \ H 0) CAST IRDN PIPE mnasssu _ U n UST.FOUNDATION .- .. ..........' n rc O mwy F Q Y CLEAN—❑UTj DETAIL cNaem� o W Lu 0 TisON �.t ` m — DISTRIBUTION BOX Ao VTE nm nooA m. PLAN VIEW�o a m rnsm oro.0 F—NG N-E N °+ U SWEEP BEND SEWER LINE CLEAN-BUT DETAILS E,CAV,TION INsv ON REONREO J —I Faa S..Nluar Srs1Eu ° MrEn° TEST HOLE DATA 'I.�. B H—DEwaT 1 arm Ebyy--Tff nm�rt m vua rm or..NaF—IF Pam- m e SwrOuc C.—DEPAATNeNT OF H—SEANCES Nw PE—FoA AwAOVAL OF CONSTAUCTION F-A SRpu=.F—RES—ONLY R cr LEACHING wN.a as •�eso•z zm• N ���.® o '®' DATE AP Pa R-' ptC �r u �.n s° ,m�• FOM M— OE a BEOA— m'O-�°• E%PIRES TIRE YEARS FROM OATS OF APPROVAL O `� __________ uay..rr' SECTION A-A VIEW SECTION B-B VIEW $ mgy dW ,—�L --————Y6L�r.mr�rim — ——_ w_,u.EN.°Nw,r s.nro.n.e wEr AEanllonment o1 Ne eristinB sanitary system muc be in u+IL°v„r�,e„nc:,urcuo.. .,.n ° -' d ___ —BSt4L=�— ____ S M°h tou D,M.o H°°IU Yry wL C E N 7 unlo>IaV•vsA,u Nwnin conformance sviW Ore Department's requlreme ts. PROPOSED SANITARY I/A OVTS SYSTEM PROFILE CNTS) .a.,Nn.sa�aW,Im,P°r�41 Submit o0mpletad form WWNA80 as proof Iwm,u°°, eumr�mu.s°.,sr o,P°„Is1aa° � a ��p °� mAD1a To YDWr A¢IxsW START a 1�.P Im,No ootalloxa Y.Rr°r�vLO1�'wAxx TP1°ie°im1OxmAem( NYSDEC APPLICATION N0. 1-473 8-04 072/0 0 00 2 WDa(Atm xolXr IX31QL IYIOE49mIAt WR®umr. saute T'�ic w(TRADIm FM.ro ,�IXsm,PROMQ9(XUL u"MDm C°D.e10i1.,e"°BC,o T�Tws9Am Au(+mnxmun I . I BOARD OF SOUTHOLD TOWN TRUSTEES PERMIT NO. 10009 1 STORY FRAME RESIDENCE DESIGN FLOW RATE: I j E PUBLIC WATER RESIDENCE• as PROPOSED RDENCE WITH S BEDROOMS. W I' — -- T, TAX LOT f0 R" ;` .m"""aaI v 4 ,. }g.,S12°08 10_E-- ° SITE DATA: N i< %�° x a ro s M EMT + GROUNDWATER MANAGEMENT ZONED,. AWAz-Iv i _o— YAS HEDGES ) SITE AREA 29,500 SO.FT.(a677 ACRE) b I 5'g,T 184.91' TX f SEWAGE DISPOSAL SYSTEM: g Q) O/YV RAG.FM } C 6� EMSRNG SANS E —mo } m SEPTIC TANK: AS ED AS ER S DESIGIi FOR 5 BEDROOMS AS PER S.aaH.S.TABLE 3 i _ I DHV I gipo I/A OWES REOD.-SM CFO RATED CAPACITY v ,• lq GRASS LAWN TQ�ti� IMP 4y PROPOSED FUD CEN7 I/A OWES PRONGED-700 GPD RATED(O.K.) W n a I L' r -'- -- A HIN. PDD (HI LEACHING IRO ND WAT R ONDITIDN)I F- Ia°mR ) Vv vvansn cucmc ue / O B' 0.8' l'OP DRAP.BUIIDIFAD MINIMUM SIAS PER DEVaLL AREA MQUII 4o00 SF i � Z V w , `f•At B.d+� _ D OUSEI IPLEIELY O m�BE PROPOSED LEaCMNG POOL,(W 85'.X 4.75'X 2'EFFECTIVE DEPTH Q (n J86 -Rp p TE 6 / (CF,yVI O) SIDEVALL AREA PROVIDED 400 SF a PROJECT NOTES, 1.THERE ARE NO WEL1.S® 5 I C oo V. h = 1 1 J 1 I �'� LCOIRRACTOR SMALL VERffY(PUBLIC)WITHIN ELEVATIO'IS AT BEGM41 150-OF THIS PROPERTY. i ® I I f°'09°_� AS ( 3 WETLANDS PRESENT AA)aCENT TO THIS PROPERTY J- -- RAS9 uxN PROPOSED BR 0 A D W A T ER {.ALL ELEVATIONS REFER TO HAVE)1988 SINGLE LINE DIAGRAM ~' a I �: 21Y1STORV•SBED/BS JJ J� (�'+J bl < RESIDENCE JJJJ 1 COVE A oW s srs EM-rNO FST 9 o z $ U J JJJ I 1.A 10'L910WM DISIANGE BETWEEN I A SYSTEM h HOUSE SHALL BE MAINTAINED. F iy FF b FFE 10.0' JJIIJJJ T SJ`6' I AN 7 INSr2-All dA 1FR MST HOW WRRENiOINTS SMALL.BE SERUM SOTLIQUIDIWASTE LICENSE PURSUANT TO CHAP ER 538 AR QE W Z S D 6 A >I s I\ S WATER TIGHT. S>2° JJJJJ ssa smvc 33'15"E WITH ENDORSEMENT d = In a H 4.I/A SYSTEM MUST BE REGISTERED•/THE SUFTDLK COUNTY BOARD OF HEALTH IN ACCORDANCE O �I 3< NJJ F 9.55' g TO ARNCIE 19 U ¢ ¢ p F IYm�Tx x KX t¢rnr�� O I I I .,L�(®' �4 JJJ y m y � 5.OWNER SHAH EX MIN OBP CONTACT TO HE THE MAINTENANCE OF PROVIDER AS PER TERMINARTICLATE 19. b p J-1 B.VENT I/A WITH YIR1T A CARBON Y DA PPE VI THE EXTERIOR SIDE OF RESIDENCE AND TERNIRATE 18'ABOVE w U Y' 000( RAMP GRADE 04-A CARBON FILTERED BE DEVICE D ON 3'FROM ANY WINDOW ON DOOR 'JJ 9A \ 7.EIECIFOGAL CONTROLS SHP11 BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE SYSTEM N O O O nA tm 1/� JJ I \ PANELLOCATI SHALL. Z Z O 1 I q 74.4'P PO 1 B.PANELS NETT END/A)4x AT SPECIFICATIONS.TNS tL Q y JJJ \/1� I 9.CONCUR SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM REACHING w w w 'a�,ac TR T�.T �I I ____ JJJDAaJA JJJJ I J \ ' CONTROL SHALL BELDOUwPm WTTH A FUNCTIONING WARNING SYSTEM WHICH WILL ACMATE AUDIBLE ACID {/E-/ (A 474LLL ALARMS THAT CAN BE READILY SEEN AND NFMD BY OCCUPANTS OF WE RESIDENCE SERVED. 6 ¢ Q N TAU AERATOR AND OPERATION COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS uA IsxTX use nrAAmI I I 0 N °"' X WRi L". IE.E1AT1N0 CE ON� \ \ N f), ' OpS Dad i`DW` �N.OISNRB N �t7,'.+i6a��I �\ ^,a__®,�,r �'�'� d_ I' \\ I GITAss uwNISO \ \5g Igo`"\ BLOWER AND PANEL DETAIL I �I ' % ;yea GRASS LAWN \ \ TRIAL WETLAND BOUNDARY(BASED ON VEGETATION �fl I PND EVIDENCE OF TIDAL FLOODING EXTENT) }! tE Of I e -- O BC G.WWAMS 11/11/2021SSPHIRM F NOTE:BLOWER MUST BE HARD WIRED. I I �� oAQmZ PROPOSED tears OF c EAwNc/cRADI ;'( I a PROPOSED SILT FENCE,SEE THIS SHEET FOR MORE DETAILS •b I S bl� 22 .7 — — — — — — — -- Px`W DBDXMA �\ 4. b-———— --------,�—————— 1 b b EDGE OFCI-TO PVC HOUSE ADAPTOR BUILDING SEWERCDNNECTIUN TO ;gi$ g eA b 61 \\ ` \ ,�'ti Vf,.�-qr',_�� � `MaS6aa-aIi I ����•"! ±VI I i b BROADWATERS DRIVE ASTM D3034 24'MIN SDR 35 PIPE WIDE) 50' Y,T TO OWTS SITE PLAN I ..,' A� �, �, ' ._'L : PVC WYE -ti PIPE DIAMETER, I DISTRIBUTION BOX W/THREADED CAP t;.3 DEPTH, AND SLOPE SCALE. 1"=20' l AS REO'D. \ y O CAST IRON PIPE 4. EXST. FOUNDATION DISTRIBUTION BOX F U � n SH GRADE r ++ ,"; -V2'VENiuATLDL PIPE B r ►U.. O :`v' sTM yap PROVIDE SPEEDIEVEiER F Q } -ua -D� •-1 ON EACH OUTLET _y m T� FROM DYB AD7 Z =aCLEAN-❑UT DETAIL CHMNEBFR Volme TO LEACHING POOL N N C�W rn c . eYLDOXR tOPTIDwJ AEbMbk Fd=Om Chamber 396 C C y S'DLET P \ Awbic Coakcl FUmMim Cbambcc I81 y 0 •L W END PLUG OR STOPPER '_\ \ IY)nXr IroC AL JA OULET PPE Disinfx�vCbvmba 5O a pia. C m O e 1 •1 4 _ Talal Vo4mu 1069 1�1 K FILTER MATERIAL c'a C 0 K ssx C = Z Z.3 OEM SPECffIGIlONS $ C Q C X= IW.ET '�LDS Pt� MAerobic Media PP/PE Fillip Pak )2°/. W F- L IL E ./ eomd Aerobic Med'm PVC/PP/PE Fi]IiaX RMe Il% C ¢ W a 30'ELBOW ` 0 AerobicMWia PP/P8 Fillip Rak 55% DISTRIBUTION BOX DO a J .mamNm Bm°er zxa� NTS f0 60•WYE ELw� TLW [ (aEBL IE�IID 9 Pm PVC/PP/PE CAE- C Aaev CRvma Plastic I C.,Lon EA ij PLAN VIEW Diamra,aal aam CTloriac Tablcn DIG ING NOTE E ? U SWEEP BEND ISIIi[CTIW 4.MANHOLE w� C N ,B'NRMOLE T Ig.NANtmE(IMP BA'K—E(TYP J SEWER LINE CLEAN-OUT DETAILS c D)P w O 38'D MD)PE SECURE HEAVY COVER EN GRADE P BY PILTLOK TEST HOLE DATA D 3 NFL MTUSE (ELEVD AND SAFETY SCREEN BY POLYLOK(TYPO 24'D HOPE SECIRE HEpVT COVER TO GRADE BY POLYLO( 1'-)�' TYPE �i.¢i craw Q FIR GRADE (E— -1 SAFETY SCREEN BY PDLYLOX(TYPO -- GRAOEBOV.T.r-_ CONTACT N:DUA m-m-eul Z 20'D 7 HOLE POLYLOK D-BOX V/3017-R RISER qq�c ELEV.SO' aT1Ev.e.v O 4'DIA SDR-33, M GRADE AND)SAFETY SCREEN BY POLYOK FIN.GRADE as Z.79 9Mm-BM -- aT®d•+.tm V)MTm MM 1Y.SLOPE 3'CLEaN SAND -_-_------ PlEV.4r- muATAL>m®atav¢v sv vaerMmmrr AoesmTos ELEV.SO' — + ¢RANOEBRO'hNtMNO-SP 0 E�IAAT� NYSDEC PERMIT NO. 1-4738-04072/00002 n I CLEANDUT 4'D.2X SLOPE, OL VI TOP EL 6.7' i n Q ASSEMmY SCDHS REF# R-21-1105 it 4,MNAIX SLOPE B.S' wA f aF1Ev.1-1'- 6' O ® 6' S.C.D.H.S.APPROVAL BROWN 9AND-SP 5-1' 4,-M• ® 4•_1L• W� cISAT WATFR¢EV. Z� �• rNv,a.6z• LEACHING GALLEY ® ® INV.EL 63• (8)4,75' X 8.50' X 2.00, 1C 1°DI" m DO az z INV.EL INV.EL WET 6ROWW SAND-BP 7.8' INV.EL.SO' C1 �' INV.EL.6.4- T®I ASSD®LY O O J Z TF- m OC tl W ZQ Y~ I [ENS-70D GPD NJ(TREATMENT ➢ISTRIPITTION BOX --------- ELEV-.l.p O MF- UW USE O)700 GPI)FUJI CEN3 END CAP LEVELING DEVICES TEST IDLE < �sTBowNO DATA Br: SECTION A-A VIEW < 2wo , _ rEau+ox), SECTION B-B VIEW MODEL LENS-TREATMENT SYSTEM VOA BE DLSTALLED IN ELENI.GROUNDWATER '� A Re—PE p m Z Z W 1 MODEL CEN3-700 ➢ISTRIBUTION HOX ELEV.-a4' nd.USTERPIxE STREET � O WJ -------------------- a �0_— ------ .... C C N 7 W � PROPOSED SANITARY I/A DWTS SYSTEM PROFILE (NTS) �� SURVEY OF: PROPERTY LOCATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-104-7-9.1 AREA = 29,506.4 SF. SCALE: 1"=40' r `��/ 11 NOTE: THE EXISTENCE OF RIGHT OF WAYS. n, NOV o 2 2022 WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. T04N OF J P ELEVATIONS REFER TO 1986 NAVD ELEVATIONS SHOWN THUS NO WELLS WITHIN 150' OF SUBJECT PARCEL I l FEMA: 1 TOWN OF SOUTHOLD 360613 1 ��- yr ' MAP No. 3,MAP REVISED 9/25/2009 � g1 so (60 150 g8' CONC. MON. EDGE OF P NNEMEN 2 '�O"` A 20 N � ' Zr mm o£ rn �m 0 'LAND N/F CO CD ALFRED SILBER �g.5 a 1j5 20 0 & RANDI SILBER TE 03 NCRELa LO Z FO NpnpF N o N FpUN m o o -- a AcJ O (p m w 52 6' � � N U1 Ul O > '--1 / mr d / `AI eVLIcH 5 3 51, 3"0 S 12033'15"E 9.55' r--� OF NEw ARY<s� ,.�(0 8 SHORELINE " .0607e? `` 1-12-2022 t Q �� BROAD WA TERS COVE SURVEYED BY: PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PHONE 6 31-2 9 4-6 9 6 5 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. FAX 6 31-6 2 7-.316 6 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. P A U L B A R Y L S K I a Y A H O O.C O M GUARANTEES PERSON FOR CERTIFICATIONS HE SURVEY IS PREPARED.AND ONTED HEREON HISBEHALF RUN ONLY THE TO J A N U A R Y 12, 2022 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. 5-25-2022: PROPOSED RESIDENCE GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 7-12-2 0 2 2: REVISED SURVEY INSTITUTIONS OR SUBSEQUENT OWNERS. 8-13-2022: STAKE OUT FOUNDATION 4992-FND 9-9-2022: FOUNDATION LOCATION SURVEY OF: PROPERTY LOCATED AT CUTCHOGUE TOWN OF SOUTHOLO SUFFOLK COUNTY. NEW YORK ,•!. c•,, S.C.T.M. f 1000-104-7-9.1 AREA • 29.508.4 SF. SCALE: 1'-40" ANT T° N-zT./Tos NDTE; THE EXISTENCE OF RIGIIT OF NAYS. WETLANDS ANO/OR EASEMENTS OF RECORQ IF ANY, NOT SHOWN ARE NOT GUARANTEED ° ELEVATIONS REFER TO 1900 NAVO ELEVATIONS 5710NN THUS „ •�-. NO WELLS WITHIN 150' OF SUBJECT PARCEL ' - FEMA: TOWN OF 5DUTHOLD 360013 MAP Ne. 36103CO164H 1 �` MAP REVISED 9/25/2089 ) v M A50Nw1D.�t1) ,e (50 2A•$O 6 ,A �0,6 cD.c 1 .w. •' 1 9e oe sVA G }da V7 � tvl 1 If Lr. C + 11 Or �' f1 III ec�r0'�.1++• le.° n+ LAND N/F ALFRED SILBER •0 j. 8 RANDI SILBER iJ'�' al• t, � fV Q Z 0 N \J • 7,p{I*W'u tOHF,i'FL e a x N 1+ V CP �7.+' ff a+l Pr110 Ta �4 f�l O 0 W no0°,c.o to 's lit � A0 S 12*3315"E 9.55• - a0 ro 1 �: S , �SIIOz I-IN PI',Q 22 026 NOTE:WATER SERVICE AND A` SEPTIC SYSTEM LOCATION BR QA D 7►'A T rRs -,1•.• BY OTI•ERS.OA.II.aEr,No. 7T . SEPTIC LOCATION c O V!S C� •A• l.. . I/A 40 00' CIS .7. 0B" LPI 30.5' 41' LP2 ]9.5' 4n' SURVEYED BY: ir3 •97 +®s PAUL 9ARYLSKI LAND SURVEYING LP4 f1.5' 31.s' t�OF Fly PUTCHOGUE NY 11772 PHONE 631-294 6985 rw arrinloum µlw d,.mrw,o D.f pwvLra.+anw ~ + -_•�O FAX 631-627-31D6 o aclarlal°.ra4 a.al a.oK/NIL coc.rwarr raLO PAULI3ARYLSKJOYAH00.COM f O,NI k 4T.pl I- Tat DrrtrDrl k aNsnvLt.uuwr� ato I.c.r.anlucar. ♦ ,JANUARY 12. 2022 P.w..¢ts a ans•.,o.a n°c•nD y+o.•r_u ate.,o Lt rPlo,aol•a rr u.L.a I.i..ui¢uo o.nl sr•I/Io n O 5-2S-2022:PROPOSED RESIDENCE M,r(t(°Tun O]Rrlrlµ.4a<I uo ll,oa MIIN,pa Ln .WNv,pfp..ra roM.uo4lrTI,K+—t r+ra r •T,1a rya/u �; 5 3 21522:REVISED SURVEY Dwa.rcn oa uan.r.rQn.4t aOT IAwLwtl°mrwr FpE4ND SV� 8-13-2022:STAKE OUT TOUHOATION b,w�aaurt a.4a �„-„ 9-9.2022:FOUNDATION LOCATION 4991,-FINAL 9-4-2025:FINAL, SURVEY 1?-3-2025:REVISED SURVEY Glenn Goldsmith,President Of sooryo Town Hall Annex Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski AL P.O.Box 1179 am Southold,New York.11971 Liz Gillooly CA, Telephone(631) 765-1892 Joseph Finora 1�� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 13, 2026 Jonathan Lewis 159 Hendrickson Avenue Rockville Centre, NY .11670 RE: L78, LLC c/o JONATHAN LEWIS 1500 MASON DRIVE, CUTCHOGUE SCTM#: 1000-104-7-9.1 Dear Mr. Lewis: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 18, 2026: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10009 to include the as-built entry stairs on west side of dwelling; reconfigure seaward side stairs; relocation of outdoor shower; as-built walkway to driveway; planting of two hardwood trees; remove previously approved gazebo from project description; with the condition to install gutters to leaders to drywells. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, 4_ '*� Glenn Goldsmith, President Board of Trustees SURVEY GF-. PROPERTY LOCATED AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY DER, R'M4ENT OFHEALTH Sri-EFZMCES SUFFOLK COUNTY. NEW YORK APPRC-)VALOF MISTRUCTED '"ORKS FOR 5,C.T,M. * 10100-104-7-9i'l ASINGLE Fikkl+UY RIESZP4CE AREA = 28.508.4 SF. SCALE: 1'-40' 1)a le H-S), Ref NOTE: THE EXISTENCE OF RIGHT OF WAYS. Tll,;-, �avoaga dizqma' and%'I WETLANDS AN-0/01R EASEMENTS OF RECORD, - i n�p actad anJior ca 016ad 'oy I WE, f):asi--jd4lv�In'I or o he'r a aacies a,nd fo and I'FANY. NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1968 NAVO A JA AQ, ELEVATIONS SHOWN THUS FE, MRIEEEF NO WELLS WITHIN 1 ISO' OF SUBJECT PARCEL (llkn of 'a ts t ra.owa La f M a n aqa nrm n I FEKA, TOWN OF SOUTHOLD 369813 MAP INo. 36103CM64K MAP REVISED S/25/aggg 'V so, CD C\i C\i (60 CY3 cti, c\J rr, cow- rl I/A LPa Lp"3 LF1 riy Ir mm CLW itc LAND N/F ALFREDSILBER iS RANDI SILBER tot t 11 . 'A 20A -13 0 54' ip. 136 ILA W; 09-p Of I Ar S j op 5LHORELINE 1-12-2022 NOTE. HATER SERVECE AND SEPTIC SYSTEM, LOCATION Sy OTHEM MK REV, Nm BROADWATERS SEPTIC LOCATIER4 col VE 'A' -w I/A 44- m. 00 4f in, LPI 3L57 41' LP2 32L5- 4U' SURVEYED BY: JIP`3 49r 4104' SPAUL, SARYL,SKI LAND SURVEYIN15 LP4 j 40-T x's, OF PATCHOGUE NY 11772 PHONE 631-294-169615 &IMMIM at izzxnm ra 7F9;s Rewr is A VOLATM �FAX 631-627-3186 RN r9=Wr IM MAI W&R-N WPM Ir.CMAIIA LIM PAUL.BARYLISKInYAHOO-C.OM capim QFnn SLWMT W WT SENM TM LQW EWMRW MW OR Emcmim GEN6 sw"', WT X coatmw Im I Y&M,lnw cp�fl MWOMM'M QU"7=0%VEXIM MMM 9WL MIN!Oft y= JANUARY 12. 201221 tm It'$�I rtw wqm v"r$Unv Is MI im ON Km apagor to 5-25-2022, PREIP-13SE13 RESIDEUCE 114 mm looppm.Omm"ZLIAL M""No Lome rwrmm_m Lwm momm AM=-me Ap"m cr m wwn MT",*L REVISED SURVEY C 00 COMVXA104 Aft NW, -X paw -13-202 3U 2: STAKE 1T FOUNDAT113N LOOM&M tlbuMVtf4X zdlff=Ad ca out nwr_m AND 9-9-2022. FOUNDATION LOCATION 9-4-292& IFINIAL 'SURVEY 4992-FINAL 12-3-2025G iZEIVISED SURVEY SURVEY OF: PROPERTY LOCATED AT CUTCHOGUE TOWN OF SOUTHOLD SUE}-OLK COUNIV DEERARMIENTOr HEALTH �EPMICES SUFFOLK COUNTY. NEW YORK APPPOVALOR CONSTRUCTED VVORN 3 rr=Ol1 S.C.T.M. s 1000-104-7-9.1 A31NGLE 7AM'LY RESIDENCE AREA = 29,50B.4 SF. SCALE: 1 -40' Gall• l3t, Rot Na R-21-1105 NOTE: THE EXISTENCE OF RIGHT OF WAYS. Th=_s ::a_]_dsvms:ii 3rd a;atar s,� I'ic.-i as al lhr,'s 3'lan Ir or hsen WETLANDS ANO/DR EASEMENTS OF RECORD n, c1„l,lndi:;r c'tdV::d Ihr.R;a++itm qt or r,lli.ap::nrrG.and(ourd `k IF ANY, NOT SHOWN ARE NOT GUARANTEED. lubt;;tnle t�chrtyFU:?/'•.P,!itrir�d UP.4 i?f _ '� 1}tLI�;CI[]P,15. ELEVATIONS REFER TO 1988 NAVD ELEVATIONS SHOWN THUS (f� ---- ,1J ',IrV'•.ta PW,1'.G_C.t11_F , NO WELLS WITHIN 150' OF SUBJECT PARCEL Jilce of VVastawanrrdanog¢,rent FEMA: TOWN OF SOUTHOLD 360013 MAP No.MAP REVISE13 9/02S/2009 Q V p 1" )SAS�Q On 15�6a mak pV � Ik4 L vti LPI YP: MIN 04 LK• 1 MA IT 16 spa "�,L6t �9 a L N LAND N/F ALFRED SILBER It x40, 9 RANDI SILBER A 1F uA ti st x 4� t4a e O N n r' am aTY°E`F 0 r�6 ao 57 T' `Eo pAzifl d � I IA 6" TIMES • '� U� 5� h'a9Q � ' .. ? /' aA S 773'S Nb � � eta S 12'33'15'E N ` o 'C' .LaQ per' a`L� � � f` :•.'. CD (<'_� CL SHORELINE 1-12-2022 =1 I: NOTE:WATER SERVICE AND SEPTIC SYSTEM LOCATION BR O A D W A T ER S r- BY OTHERS,B4O.H,REF,No. SEPTIC LOCATION co p E 'A' B' I/A 44' so- as 47' a, LPI 3LS' 41' LP2 39.5' 48' SURVEYED BY:LP9 49' 42.51 _ PAUL BARYLSKI LAND SURVEYING LP4 41.5' 3L.5' OF 8jj, PATCHOGUE NY 11772 PHONE 631 294- 69B5 LRAUrNMIMFAX 631-627-3186 OF zLTUMTM orTKIa'NaryTo„etertz;�� PAULBARYLSKIoYAH00.COM a tanou al✓0 Ls Ttc tEM NOT 996TE I)c MUCATCH tHc 'mm,a T100 61RIET MP'Of EIIQAP iK lNil iliili•(Di It101➢ k wVanuaScn.auurmOrEManmTOEAYUDTIMWq, r * JANURRY 12, 2P122 WaXNTM o'carrinurtvs=MATO Kam taum Mm O LT To � - ve mmx PO'uq TK t wm III Popagn AM pi"a jpv47 TO Q 6-25-2822: PROPOSED RESIDENCE TK 7RK cowwr.WASRM/L 4NCT NO LVcm"?lnrtlw fi '� _--r LDT�""Mm"M ua T9ML:im ?Ell L.=P?fnA MTCK �S 7-12-2022: REVISED SURVEY e,uR+N+ec+tTe w*► rm?orua'oT nu,>rw+ar:To�nmtaaa. c�q �¢� B-13-2822: STAKE OUT FOUNDATION trenn,rtrnoe...,..Toretn LANOS 9-9-2822; FOUNDATION LOCATION 4992-FINAL 9-4-2025: FINAL SURVEY 12-3-2225: REVISED SURVEY Generated by REScheck-Web Software ® E C E 0 V Compliance Certificate JUL 15 2022 BUILDING DEPT TOWN OF SOUTHOLD Project Lewis Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,412 ft2 Glazing Area 35% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1500 Mason Drive Jonathan Lewis Cutchogue, New York 11935 1500 Mason Drive Cutchogue, New York 11935 917-363-3074 jlewis@lkpartnersinc.com Compliance: Passes using UA trade-off Compliance: 2.9%Better Than Code Maximum UA: 2040 Your UA: 1010 Maximum SHGC: 0.40 Your SHGC: 0.20 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,555 35.0 7.0 0.026 0.026 66 66 Wall:Wood Frame, 16"o.c. 3,990 27.0 0.2 0.050 0.060 121 145 Door 1: Solid Door(under 50%glazing) 180 0.350 0.320 63 58 Door:Glass Door(over 50%glazing) 450 0.350 0.320 158 144 SHGC: 0.03 Window: Metal Frame w/Thermal Break 940 0.350 0.320 329 301 SHGC:0.28 Floor:All-Wood joist/Truss 3,412 30.0 0.4 0.032 0.047 109 160 Basement Wall:Solid Concrete or Masonry Wall height: 8.0' 2,820 25.0 5.0 0.058 0.059 164 166 Depth below grade: 5.0' Insulation depth: 6.0' Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 1 of10 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 bull ' giias-leen designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato requirem nts listed in the REScheck Inspection Checklist. Name-Title - ggnat a Date t Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck-Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions .I&Re D 103.1, ;Construction drawings and ❑Complies 103.2 "documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the 'gj 'building envelope.Thermal ! ❑Not Observable ; envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, Idocumentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable U :Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ;compliance with the IECC :Commercial Provisions. 302.1, Heating and cooling equipment is,; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 on loads calculated per ACCA ; Cooling Cooling ,8 I Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ; ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 3 of10 section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1 ;Conditioned basement wall ; R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 hnsulation R-value.Where interior: R R_ ;❑Does Not ;table for values. insulation is used,verification may need to occur during :❑Not Observable Insulation Inspection. Not ; ;❑Not Applicable ; required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies [FO5]1 hnsulation installed per ❑Does Not !manufacturer's instruct ❑Not Observable ; ❑Not Applicable ; 402.2.9 ;Conditioned basement wall ft ; ft ;❑Complies ;see the Envelope Assemblies [F06]1 :insulation depth of burial or ;❑Does Not ;table for values. ;distance from top of wall. i J ; ;❑Not Observable ❑Not Applicable 303.2.1 A protective,covering is'installed [F011]z to protect exposed exterior ,E]Does Not insulation and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies ; [F012]z .controls installed. ❑Does Not 0 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies :See the Envelope Assemblies 402.3.4 i :❑Does Not ;table for values. [FRl]1 ❑Not Observable v ;❑Not Applicable 402.1.1, !GlazingU-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). ;❑Does Not 1 table for values. 402.3.3, ; 402.5 :[-]Not Observable ; [FR2]1 ;❑Not Applicable ; 303.1.3 U-factors of fenestration products; ❑Complies ; [FR4]1 !are determined in accordance ❑Does Not u ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier j ❑Complies ; [FR23]1 :installed per manufacturer's ❑Does Not instructions. V I ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ! ❑Does Not U iAAMA/WDMA/CSA 101/I.S.2/A440 f for has infiltration rates per NFRC } ❑Not Observable :400 that do not exceed code ❑Not Applicable ; limits. ; 402.4.5 IC rated recessed lighting fixtures ❑Complies [FR16]z sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ; ! ; ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 !insulated >= R-8 where duct is f ❑Does Not 0 >=3 inches in diameter and >_ I R-6 where< 3 inches.Supply and[ 1EINot Observable ; :return ducts in other portions of ' ❑Not Applicable jthe building insulated >= R-6 for ;diameter>=3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 Ducts,air handlers and filter } ❑Complies [FR13]1 I boxes are sealed with f ❑Does Not V Joints/seams compliant with !international Mechanical Code or ❑Not Observable International Residential Code,as 1❑Not Applicable !applicable. 403.3.5 Building cavities are not used as I ❑Complies ; [FR15]3 !ducts or plenums. ❑Does Not J ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]z above 105°F or chilled fluids I ❑Does Not below 55°F are insulated to>_R- 3 ; ;❑Not Observable ; ;❑Not Applicable 403.4.1 IProtection of insulation on HVAC ❑Complies [FR24]1 spiping. f ❑Does Not �J I ❑Not Observable i ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies ; [FR18]z aR-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 5 of10 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 {Automatic or gravity dampers are ❑Complies [FR19]z installed on all outdoor air i ❑Does Not intakes and exhausts. r I ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ; provided. # ❑Does Not S ❑Not Observable j S ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E Wood ;❑ Wood :❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable ; 303.2, ;Floor insulation installed per ❑Complies ; 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 lin substantial contact with the rg� ,underside of the subfloor,or floor ❑Not Observable ; :framing cavity insulation is in ❑Not Applicable ; contact with the top side of l ;sheathing,or continuous insulation is installed on the underside of floor framing and ;extends from.the bottom to the ; .top of all perimeter floor framing members. 6 l 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'/2 of the Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [IN3]1 exterior,the exterior insulation Mass ❑ Mass ❑Not Observable p� requirement applies(FR10). ;❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per } ❑Complies [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;El Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable [FI1]1 ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per ' ❑Complies 303.2 'manufacturer's instructions. ❑Does Not [FI2]1 j Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable !❑Complies [FI22]2 insulation include baffle adjacent i❑Does Not to soffit and eave vents that Eextends over insulation. ❑Not Observable cc ; ❑Not Applicable 402.2.4 'Attic access hatch and door R- ; R- ;❑Complies [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 [FI17]1 Iach in Climate Zones 1-2,and ; E❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable I ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ftz :❑Does Not either: Rough-in test:Total ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a 1pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air handler enclosure. 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F[4]1 .cfm/100 ft2 across the system or ftz ftz :❑Does Not ;<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; :❑Not Observable (tests,verification may need to ;❑Not Applicable ; ;occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 ;by manufacturer at<=2%of ❑Does Not design air flow. i S ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats J❑Complies [Fl9]2 installed for control of primary j❑Does Not Iheating and cooling systems and iE]Not initially set by manufacturer to I ❑Not Observablecode specifications. i Applicable 403.1.2 Heat pump thermostat installed ; ❑Complies [F[10]2 on heat pumps. ❑Does Not ❑Not Observable E J❑Not Applicable 403.5.1 Circulating service hot water ; ❑Complies [Fill]2 systems have automatic or ❑Does Not accessible manual controls. , S ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 All mechanical ventilation system` ❑Complies [FI25]2 Mans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ; ; ❑Not Observable R403.6.1. s ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback , control to lower boiler water `❑Not Observable ; I❑NotApplicable temperature based on outdoor � temperature. 403.5.1.1 Heated water circulation systems t ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply []Not Observable ; pipe.Gravity and thermos- S ❑Not Applicable syphon circulation systems are not present. Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls I automatically turn off the pump when water is in circulation loop is at set-point temperature and I no demand for hot water exists. f 403.5.1.2 I Electric heat trace systems ❑Complies [FI29]z comply with IEEE 515.1 or UL ; []Does Not 1515.Controls automatically If! adjust the energy input to the € ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water i' ❑Complies ; [F130]2 systems have controls that # ❑Does Not manage operation of the pump I and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ; piping to<= 104°F. ; 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ! S❑Does Not B55.1. Potable water-side 4 pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. y 404.1 190%or more of permanent ❑Complies [17I6]1 Mixtures have high efficacy lamps.€ ❑Does Not I ❑Not Observable I ❑Not Applicable ; 404.1.1 ',Fuel gas lighting systems have ❑Complies ; [FI23]3 !no continuous pilot light. ❑Does Not U ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [F17]2 ( ❑Does Not IE]Not Observable f❑Not Applicable ; 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 1 Manufacturer manuals for ❑Complies [FI18]3 !mechanical and water heating ❑Does Not ;systems have been provided. I ❑Not Observable f ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lewis Residence Report date: 07/06/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R�Value Above-Grade Wall 27.15 Below-Grade Wall 30.00 Floor 30.40 Ceiling/ Roof 42.00 Ductwork (unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.35 0.28 Door 0.35 0.03 CoolingHeating & Heating System• Cooling System• Water Heater• Name: Date: Comments PL LIAMER 09R Tt.0CA T/O/\/ APPROVED AS NOTED ONL64D CONTEIV&9EF' 6p: DATE; -7h71,2,1-B.P.#- CERTIFICATE OF ddP&PAN,. SOLDER USED W WA TER FEE: - (M BY: SUPPLY SYSTEM CANNC- 5 NOTIFY -BUILDING DEPAR T EXCEED 2110 OF 1% L F 7652402,-.8AM TO ziPM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED FOR POURED CONCRETE .2. ROUGH FRAMING & PLUMBING 3. INSULATION PLUMBING WAft WAT ER NEED 4.- FINAL - CONSTPI.!^I'ON MUST BE COMPLETE 7,1-* G`SSFORECOVERJNG ALL CONSTRUCTr.-,1\ ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -SOUTHOLD TOWN ZBA HD D AM 1AIKLIMAM awA010,60m Qffj R& ' - JURI PLAN LSU q VEY- SOuTH01 D TOWN TRUSTEES A& HAS BEEN APPROWV. N.Y.S,DEC Blower door and ductwork OCCUPANCY OR testing required. JS'E IS UNLAWFUL 'IVITl6 UT CERTIFICA- Must provide Manuals OCCUPANCY D, J and S as per NYS,,Energy Code RETAIN STORM WATER RUNOFF All exterior lighting installed,replaced or PURSUANT TO'CHAPTER 236 repaired shall conform OF THE TOWN CODE. to Chapter 172 of the Town Code Fire separation required as per NYS Code GENERAL NOTES ALL PROJECT NOTES AND DETAILS SUPERCEDED BY NEW YORK STATE RESIDENTIAL CODE 2020 V E BUILDING ZONE ORDINANCE Bradley A �J1nN DI EPV 43.76 C `a! L'� 1 RC. 1 ���� N�n�� �ii i in ii►tivr r. �`�ifi/,1 ilia1.THE DRAWINGS Ai D NOTES ARE INTENDED TO BE COMPLETE SHOULD ANYTHING 32 SEAMLESS ALuM"NUM LEADERS I GUTTERS WiTH WHITE BAKED ENAMEL FINISH nj7 `A'�DC *13.94 �{�,,19 T I. t��'91 Yt}RSCArchitect BE OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPER CONSTRUCTION TO MATCH EXISTING. !/IJ 50 V 1t L) *14.38 OF THE WORK,HE DESCRIBED,IT SHALL BE THE DUTY OF THE CONTRACTOR HEREIN DESGRiB 33.THE NEW WiNDOWS SHALL BE MANUFACTURED BY ANDERSEN,IN SIZES AS SHOWN TO NOTIFY BRADLEY ARCHITECT P.C_THE BUILDER SHALL MIT THE SITE$INFORM WINDOWS SHALL BE SUPPLIED WITH HIGH PERFORMANCE GLAZING,REMOVABLE EPV 14.50 EPV 13.52 • BRADLEY ARCHITECT P.C.OF ANY DISCREPANCIES OR FiELD CONDITIONS THAT MAY SNAP iN MULLIONS$MANUFACTURER PROVIDED SCREENS.PROVIDE EXTENSION JAMB *14.49 EPV 13.87 SUBJEGTPROPF�TY Ar�hl s PnIIIIlII� INTERFERE WiTH THE TOTAL COMPLETION OF ALL WORK INCLUDED WITHIN THE q EDGE 0 F PAVEMENT �L I�e31g71 CONTRACT AND VERIFY ALL CONDITIONS PRIOR TO THE START OF CONSTRUCTION. AS REQUIRED.THE EXTERIOR COLOR SHALL BE WHiTE.WINDOWS TO CONFORM TO *ho *14.89 EPV 13.99 � R-40 - 1500 MASON DRIVE RES.CODE OF NYS. *14.03 A 2 ALL MATERIALS,ASSEMBLES,CONSTRUCTION AND EQUIPMENT SHALL CONFORM 34.THE NEW INTERIOR DOORS SHALL BE FOUR PANEL 4 3/4'THICK POPLAR DOORS ah0 EPV 44.45 T 4 �U1N t 150.E - - FMp TAX ��. 7.�! 110 North Park Avenue TO THE REGULATIONS OF THE STATE OF THE RESIDENTIAL CODE OF NEW YORK iN SiZES AS INDICATED. J� { �� - - _---- - MON. WED Rockville Centre,NY 11570 STATE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS AND THE RULES AND REGULATIONS OF THE MUNICIPAL AUTHORITIES. 35.ALL iN1FRi0R WINDOW,DOOR CASINGS AND BASEBOARD SHALL MATCH EXISTING - � PR �� REQUIRED P RO IN SEES,STYLES,ETC.ALL TRIM TO BE POPLAR-PAINT GRADE _ - - - Phone - (516) 536-8585 3.THE ARCHITECT IS NOT RETAINED FOR SiTE INSPECTION AND OR OBSERVATION _ - LOT 40,000 SF 29,508A SF Fax- (516)764-7507 OF THE CONSTRUCTION. THESE DRAWINGS$SPECIFICATIONS ARE INSTRUMENTS 36.ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 1/2'GYPSUM WALLBOARD. Q _OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. USE WATERPROOF TYPE iN AREAS OF MOISTURE.TAPE AND SPACLE(3)COATS. T IRIN14IR 4.DO NOT SCALE THE DRAWINGS,WRITTEN DIMENSIONS Sl�'ERCEDE SCALED WALLS WHERE INDICATED SHALL RECEIVE CERAMIC TiLE SET iN THiN SET OVER w * L" ' 150'68� Denise M Bradley R.A. DIMENSIONS. 1/2'CEMENT BOARD. 7131 37.NEW SUB-FLOORS THROUGHOUT TO BE 3/4'TONGUE AND GROOVE GLUED AND LOT DEPTH 176 225.1 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING JOB CONDITIONS.ANY SCREWED PLYWOOD.FINISHED FLOORS SHALL BE AS NOTED CERAMIC TILE SET DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRiOR IN 14/4'MUD JOB.SPACES AS CALLED FOR SHALL RECEIVE 3/4'X 21/4'SELECT o LOTAMOMM 20.0% 16.6% PROMUTM TO PROCEEDING WiTH THE WORK. WHiTE OAK SET iN DIRECTIONS AS INDICATED.STAIN COLOR TO BE DETERMINED. *44.30 0 �„ 6.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM BEARING SAND$FINISH WITH THREE COATS OF POLYURETHANE SATIN FINISH.SAND,STAIN FRONT YARD SETBACK 50.0' 60.21' VALUE OF 3,000 LBS.PER SQUARE FOOT.CHANGES IN FOOTING LEVEL SHALL BE AND REFINISH. \� TO THE HORIZONTAL ALL XTERIO FOOiI STEPPED AS REQUIRED. THE ANGLE OF THE STEP AND SHALL FOUN NOT TiBE MORE SYST THAN MS 30* 38.ALL PLUMBING WORK TO BE iN ACCORDANCE WITH STATE AND LOCAL CODES. � I � FRONT YARD SETBACK 50.0' 57.5 For 39.ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS LL► EXTEND BELOW THE FROST LINE, ALL EXTERIOR FOOTINGS SHALL BE PLACED AT REQUIRED BY NYS CODE. I DRIVEWAY U LEAST 36 BELOW THE UNDISTURBED GROUND. THE SOIL BEARING CAPACITY iS TO ,,, SIDE YARD 15 50.9 BE VERIFIED IN THE FIELD BY THE GENERAL CONTRACTOR.THE CONTRACTOR IS TO 40.THE HEATING SYSTEM SHALL CONFORM TO THE REQUIREMENTS OF SECTION U_ NOTIFY THE ARCHITECT OF SUBSTANDARD SOiL BEARING CONDmON& 784511 OF TIME NYS CODE MODIFY Ti-NE EXISTING SYSTEM AS REQUIRED TO � w REAR YARD 50' 20.0' � � 7.FOOTINGS AND FOUNDATION WALLS SHALL BE PLAiN STONE CONCRETE 3,000 PSI ACCOMMODATE ANY NEW CONDITIONED ROOMS. Lewis Residence MIT"AT 28 DAYS UNLESS OTHERWISE SPECIFIED ON THE PLANS. 41.THE BATH CABINETRY$COUNTERTOPS SHALL BE SUPPLIED BY THE OWNERS$ � � � Q � PLANTER COVERED PORCH N ROOF 35.0� 8.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A36 WITH 22,000 INSTALLED BY THE CONTRACTOR.ALL FINAL PLUMBING,ELECTRICAL$APPLIANCE PSU THE DESIGN,FABRICATION AND ERECTION,OF ALL STRUCTURAL STEEL SHALL BE HOOK-UPS SHALL BE THE RESPONSiB1L11Y OF THE G.C. i Q I 23.5 0 19.0' 0 �p IN ACCORDANCE WiTH THE LATEST EDITION OF THE A1SC SPECIFICATIONS. PAINT ALL 42 ALL CLOSETS TO RECEIVE 1Y DEEP X 3/4 BIRCH VENEER PLYWOOD SHELVES$ ; 1322 GARAGE - BNrd Ld 29 508.4 s.f. 0.W m I * a� l STEEL WiTH ONE SHOP COAT OF RUST iNHiB1TIVE PAINT$FIELD TOUCHUP EXCEPT HANGER RODS.ALL BIRCH VENEER PLYWOOD SHALL BE EDGED WffH 1'X2'POPLAR. c * 1 STORY 1STORY 1322 `� r- � � DuVC FOR AREAS TO BE WELDED. COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY ALL EXPOSED SURFACES SHALL RECEIVE ONE COAT OF PRIMER AND TWO COATS �.� 11.5' 20.0' ft THE ARCHITECT. PAINT. W DRIVEWAY 1 STORY m ,,�,! 4323 s.f• 14• / QkhOgAe, NY 9.THE STRUCTURAL FRAMING iS TO BE IN ACCORDANCE WiTH THE RECOMMENDATIONS 43.PAINTING SHALL BE UNDER SEPARATE CONTRACT BY THE OWNERS. G.C.SHALL ft*ms ' 50 s.f. 1.9% 3,6T THELUMBER FOREST BE PRODUCTS OR ANY SPECIESHAVING AA FBRWISE PO MINi�l1M TED ALL FULLY COORDINATE WiTH THE PAINTING CONTRACTOR. I 46.33' FRAMING I L 44-ROOFING SHALL CONSIST OF THE FOLLOWING:SLATE ROOF iHINGLES,#30 ", CO I PROPOSED � Total Lot Occupied : 4,911 s.f. 16.6% ROOFING FELT,3/4 PLYWOOD ROOF SHEATHING, AIRSPACE ETWEEN UNDER- 10.STRUCTURAL MEMBERS ARE DESIGNED TO RESIST THE FOLLOWING LOADS: SIDE OF PLYWOOD I TOP OF INSULATION,ROOF RAFTERS AND 1/1'GYPSUM BOARD H 21/2 STORY -FLOOR LOADS(EXCEPT BEDROOMS)LL 40 PSF+DL 45 PSF=55 PSF FiNiSH IN CATHEDRAL AREAS.INSTALL GAF WEATHER WATCH ICE E WATER BARKER �� W o RESIDENCE BAA�ryT R �1 -ROOF LOADS(GROUND SNOW LOAD)LL 45 PSF+DL 10 PSF=55 PSF AT ALL EAVES AND VALLEYS.PROPERLY FLASH AT ALL RIDGES,VALLEYS,ROOF X -FLOOR LOADS(BEDROOMS ONLY)LL 30 PSF+DL 10 PSF:40 PSF W 57.51 UNDER GROUND L U CLIENT- -FLOOR AND AT ALL HORIZONTAL TRIMS.INSTALL HIGH QUALITY SEAMLESS, i -FLOOR LOADS(STONE FLOORS)LL 40 PSF+DL 35 PSF=75 PSF HEAVY GAUGE GUTTERS I DOWN SPOUTS Ti SiZE$CONFIGURATION FOR THE ROOF a - PROPANE EXT. _ I AREA,PITCH,EAVE DETAIL AND WATER COLUMNS.OOWN SPOUTS SHALL TE INTO 40.0 ° 14.ALL FRAMING SHALL BE WESTERN PLATFORM TYPE WiTH ALL MEMBERS PROPERLY ti I 5.0' O 1�0 � EXISTING SUBSURFACE DRAINAGE SYSTEM WHERE APPLICABLE PROVIDE SPLASH ,� DRAWING LIST NYA BRACED,PLUMB,AND LEVELED TO FORM A RIGID STRUCTURE AND TO INSURE EVEN " I WER o 51 ' ;�{ Fill SETTLEMENT AND SHRINKAGE THROUGHOUT. DOUBLE JOISTS UNDER PARTITIONS BLOCKS AT ALL LOCATIONS WHERE DOWN SPOUTS EXiT TO GRADE SURFACE o CV CO RUNNING PARALLEL TO JOISTS AND UNDER BATH FIXTURES RUNNING PARALLEL TO 45.THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER LU CV 31.5' 9.0'I_ 325' REQ 10.0' C m P Contact' JOISTS. THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S a 0 1 STORY N '1 N'F' KNOWLEDGE,INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE NEW w o GAZEBO L T -n f, C ; 12 ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS '�_L L L L L \\\\\\47 0�\� (n Art PROPOSED FOUNDATION CONSTRUCTION PLAN PROJECT DESIGNER rF �.;37; AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S.COMMERCIAL STANDARDS FOR YORK STATE ENERGY CONSERVATION CODE c 11.0' L-L L L L \\ o THE TYPE,GRADE,$SPECIES OF PLYWOOD AND BE SO IDENTIFIED BY AN APPROVED 46.INSTALL METAL SiLL g TERMTT"E SHIELD AT NEW FOUINDATIOT INSTALL ADD}- ^ I N L COVERED PORCH ABV L L L L L L L BALCONY ABV.PA110\� 7 G TESTING AGENCY. TiONAL TERMITE SHIELD AT EXISTING FOUNDATION WHERE NEEDED. L'. " h L L L I PATTo-L L A-2 R 'Iff RM IRM 110Nm&ft&Ave LLh LL45.0-LL LLLLLLLLLL Ra�r Ct�,NY11570 13.GLASS iN DOORS,EXITS,SHOWERS,AV BATH TUB ENCLOSURES SHALL BE SO 47.ANY EXISTING FENCING,TREES,SHIM,LANDSCAPING DAMAGED BY GC AND GC L L I L L L L L L L L L L L L L L L L L o 29.5' SIZED,TREATED,CONSTRUCTED OR COMBINED WITH OTHER MATERIALS SO AS TO SUBCONTRACTOR WiLL BE REPLACED BY CONTRACTOR. 525 L L L L L L L L L L L L L L L L L L L 8 0' A-3 PROPOSED 2ND FLOOR CONSTRUCTION PLAN (516)S BS E>=�cTTVELY MmrkZE THE POSSIBILITY OF INJURY TO PERSONS 1N THE EVENT 11•E -, ", 481' - 1 GLASS iS CRACKED OR BROKEN. GLAz'!G EXTENDING TO WiTHiN 15'OR LE53 of C HOT 1118 � FLOOR LEVEL m EXTERIoa�ooRS SHALL BE TEMPERED G1 ASS. rffl CONNECTION DETAILS * 10.0' 14.ALL SMOKE ALARMS SHALL BE LISTED$INSTALLED IN ACCORDANCE WiTH THE DO 42.31 , . �-PROY�S( NS CF THE REND€1�T1�L-GOD€-OF Nil YORK TAT€OB TkE I�Ol�€kIOLD a I A� PROPOSED REAR S. ELEVATIONNed PMPWJ FIRE WARNING PROVISIONS OF NFPA 72 SINGLE AND MULTIPLE-STATION SMOKE ALL FRAMING HARDWARE SHOWN ON THESE PLANS,UNLESS OTHERWISE NOTED - o UNDER GV I PERKr o ALARMS SHALL BE INSTALLED iN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE ARE SiMPSOM STRONG-TIE.NO SUBST1TUTi0NS ARE APPROVED OR AUTHORIZED. , A$ PROPOSED LEFT(E.)&RIGHT(W.)ELEVATIONS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH DUE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER COMPONENTS'OF -- ADDiTiONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND CELLARS. THESTRUCTURE.ANY FRAMING HARDWARE SUBSTITUTIONS WiLL RENDER.THESE Z __ A-7, PROPOSED ROOF FRAMING PLAN - NEW CONSTRUCTION PLANS NULL AND VOID,AND WILL RESULT 1N THE INSTALLER/CONTRACTOR A$ SECTION 1-1 15.ALL ELECTRICAL WORK SHALL BE 1N ACCORDANCE WITH THE RESIDENTIAL CODE ASSURINGRESPONS181LiTY FOR THE DESIGN AND PERFORMANCE OF THE Q � �� � ' OF NEW YORK STATE AND F_TNC_ ENTIRE SYSTEM. - - .-- ( __ 2-1I2 STORY RESIDENCE 16.ALL HABITABLE ROOMS SHALL BE PROV`OW WITH AGGREGATE GLAZING AREA oE OF NOT LESS THAN 6 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.THE MINIMUM ALL S �GFED FASTENERS TO BE INSTALLED PAR INSTRUC110NS OF THE S Mr S �� NON-DISTURBANCE `� A-9 SECTION 2-2 STRONG TIE WOOD CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTTII' OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA SiZE TYPE, MAlERA1L OR FiNISH MAY CAUSE THE CONNECTION TO FAiL.16D BUFFER _ o BEING VENTILATED AS PER RESIDENTIAL CODE OF NEW YORK STATE SECTION R303. FASTENERS (8 GAUGE 931')ARE COMMONNAILS AND CAN NOT BE REPLACED WiTH NK _ A-10 SECTION 3$ 17.BATHROOMS,WATER CLOSET COMPARTMENTS,AND OTHER SIMILAR ROOMS 16D SINKERS (9 GAUGE 931')UNLESS OTHERWISE NOTED. # M WITHOUT NATURAL VENTILATION SHALL BE PROVIDED WiTH A MECHANICAL INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. ZONE AREA 44.86* 11.11* I �11 DOOR$WINDOW SCHEDULE$DETAILS VENTILATION SYSTEM. THE MINIMUM VENTILATION RATES SHALL BE 50 CFM FOR JOISTS SHALL SEAR COMPLEiELY ON THE CONNECTOR SEAT AND THE GAP (EL.6') � INTERMITTEN VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION.VENTILATION BETWEEN THE JOSST END THE HEADER SHALL NOT EXCEED 14 PER ASTM TEST I K E A O 44.4a* __ A 12 1ST FLOOR WALL BRACING CONSTRUC•o`ION PLAN AiR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE AS PER STANDARDS. RESIDENTIAL CODE OF NEW YORK STATE SECTION R303.3. GALV.I(II.TES 1207 I WOOD FOR HOLD DOWNS.ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS 4 TO 1 1449* _ - - -�- - •,r. ,\ 18.BASEMENTS WITH HABITABLE SPACE$EVERY SLEEPING ROOM SHALL HAVE AT TURN WiTH WRENCH WiTH CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE ---- A n W 73 57' A-13 2ND FLOOR WALL BRACING CONSTRUCTION PLAN LEAST ONE OPERABLE EMERGENCY ESCAPE$RESCUE OPENING. WHERE ESCAPE CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT. 6TALS�AI'T{BD�TAiL --- 8 W 1.47*I �`Tp 09� 00 I RESCUE OPENINGS ARE PROVIDED THEY SHALL HAVE A SiLL HEIGHT OF NO MORE ---- A-14 2020 INTERNATIONAL RESIDENTIAL CODE t THAN 441NCHES ABOVE THIS FLOOR. AS SUCH OPENINGS SHALL HAVE A M41NiMUM � - ? � NET CLEAR OPENING OF 5.7 S.F.EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A i �� _ ROADWAT 7 n Ij I FL OR REFLECTED CEILING� MINIMUM NET CLEAR OPENING OF 5.0 SQUARE FEET.THE MiN1MUM NET CIGAR LFTA I MEAN HiGN WATER E.1 t AS OF JULY 27,2041 M ELECTRICAL •,'r OPENING WIDTH SHALL BE 20 NICHES AS PER SECTIONS R310-R310.1.4. ( � PER.PECONiC SURVEYORS � M � 2ND FLOOR REFLECTED CEILING/ `�..==� � �•��' y COVE E-2 19.OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE$RESIDENCE / CV ELECTR CAl-PLAN - SHALL BE EQUIPPED WiTH 45 MiNUTE FIRE RATED DOOR ASSEMBLY EQUIPPED WITH A WETLAND w!. C!3 SELF CLOSING DEVICE AS PER SECTION R309.1. _ *6.75 20.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTiC AREAS VAA � � � � � •_ J / PU �SING RISER DIAGMM BY HORIZONTAL AND VERTICAL SEPARATiONS ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE RESISTANCE RATING AS PER SECTIONS R30924 AND R309.2.2S16 21.THE G.C.SHALL BE RESPONSIBLE FOR THE DEMOLITION,REMOVAL AND DISPOSAL In ADM=11M. EP RMTO ND00�Ci�3 � I i � / ` c�� V` 8.42* i OF EXISTING PORTIONS OF THE RESIDENCE AS REQUIRED FOR 11�E COMPLE110N OF $I TENgq € " I$ lE;�l r LotLM20R �� 1 � � J ')r � NEW 4'VENT i I 01C I�!! litRT�"I � i 0 �� o * ��/ I THRU ROOF Ti-E WORK ALL DEMOLITION AND DISPOSAL SHALL BE DONE ON ACCORDANCE WITH Um �Mm W9 0 ,M� /, O - THE RULES AND REGULATiv^NS OF THE LOCAL BUILDING'GEPARTi=iEiiT. 3 r /j S smo im O it ��,- i1i� - � � -r , iqh� w- - r 22 FLOOR JOISTS SHALL BE SOILID BLOCKED/CROSS BRIDGED AT MID SPAN OR � I I I I ( I I I I I I I INTERVALS 8'MAXIMUM. '� *7.04 23.INSULATION IN THE EXTERIOR WALLS AND CEILINGS OF ALL CONDITIONED SPACES / (/ f,�)' I N w I I L�I LL� I I LT I i W I N W I Q 1 "v I Tod ET sHOER I 4, V. LAY. iW T09 ET I WaSh�R SHALL BE FIBERGLASS BAiTS,SiZE AS INDICATED ON DRAWINGS,WITH A VAPOR HIM i lV��� WER BARRIER ON THE HEATED SiDE.PACK ALL SPACES AROUND WINDOWS AND DOORS � !�3 1E - �/ � � I � P I r I I z I z I WiTH INSULATION. (�(f I" r / s I R I sER I 3 7-6-2022 REVISIONS 4. CARE SHALL BE 0M R& mum,2 TAKEN T MAINTAIN THE FREE PASSAGE 0 C/� 3 4 3 3 3 3 3 3 3 4 34 2 4-26-2022 REVISIONS SS E F AIR BETWEEN I INSULATION AND ROOF DECK 1'MINIMUM AiR SPACE REQUIRED-USE BAFFLES. 25.ALL JOiST HANGERS,ETC.,SHALL BE AS MANUFACTURED BY SIMPSON-'TECO'OR 4' 4' 4 5-13-2021 CONSTRUCTION DRAWING EQUAL FOR ALL FLUSH STRUCTURAL CONNECTIONS.INSTALL HURRICANE CLIPS AT / r, �2,- -!r, - - !�, DESCKIPTION ALL SLOPED CEILiNG CONDiT10NS AND AS CALLED FOR iN THE DRAWINGS. OONISNUOUSO � � / oV � I I I � I 26.ALL WINDOW AND DOOR OPENINGS SHALL HAVE STUDS DOUBLED ON JAMBS. 'STo FEW W ! e I I sE I Issue r e V I S I o n / a WASHER TO ¢ TO 27.THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED TO EXCEED 2' SIii 71E g � � 00"A18Cl F(3� / i OR 4/6 OF SECTION. V2=H3 #ggA44 i�Pi-�X � � �� / � I �I� Y 2 2 1ST FLR I�AWA�TflIB 28.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN$ �.P l/ 0 -�• 3' CONFORM TO STATE,LOCAL AND LiPA REQUIREMENTS. PLOT PLAN 3 4� 3' GENERAL NOES 29.THE EXISTING ELECTRICAL SERVICE SHALL BE UPGRADED AS REQUIRED.PROVIDE 3 4• 3' 4•3' III PLOT NO THE OWNERS$THE LOCAL MUNICIPALITY WITH A NCBFU CERTIFICATE FOR WORK / SCALE: 1/16' = T-O' , , PERFORMED.ALL NEW RECESSED FIXTURES SHALL BE SUPPLIED I INSTALLED BY 0NiNG CODE r THE ELECTRICIAN.ALL OUTLETS I WALL SWITCHES SHALL BE DECORA DESIGNER � � ! � TYPE In IVORY COLOR APPLIANCES/FIXTURES PER MANI�ACTURES REQUIREMENTS, ,� I Z SHALL BE SUPPLED WITH DEDICATED CIRCUITS.INSTALL LOW VOLTAGE IN LINE SINK PLUMBING DiAGRAM SMOKE DETECTORS WiTH BATTERY BACKUP SYSTEM AS SHOWN ON THE PLANS$IN x CONFORMITY WiTH NYS RESIDENTIAL CODE REQUIREMENTS.ALL EXISTING INTERIOR � �►cr. . DRAWNBY CH AND EXTERIOR OUTLETS TO BE TESTED AND REPAIRED AS DEEMED NECESSARY �Qp 3� $0.NEW EXTERIOR SURFACE AS PER DRAWING.EXISTING STUCCO REPAIRED AND 3�D(,1URALRID(� RIDC�$ WOOD FLOATN6 DATE 3-23-2020 DOCK 4 SCALE 1/4-1 0 I SEALED.EXISTING BRICK WORK RE POINTED. � - �- Get t'FiCpll�iES Q� �SRAFIP$ �� FAI ' [ P�lt OO2�NBClf13 31.NEW EXTERIOR TRIM AS PER DRAWING,SOFFITS SHALL MATCH EXISTING �p � 4 XHCI CONNECT I'ROJECPNO. ZO14 AND BE SUPPLIED WiTH CONTINUOUS SOFFIT VENTING AND INSECT SCREEN. TO HC1 C1NG A*O tJ RFL ® Q�A� .' DWG.NO. C.D. DETAIL 10 - OUTDOOR SHOWER BradleySCALE:NONE 4'X4'ACQP05T Architect P.C. 19'-6' 48'-0' I 1'ACQ BOARD _ 7X4'IIDGER 1'X4ACQDEMNG Architecture �11111IIg - - -- - - -- - - - - -- ---- -- - - -- - - --- - - - ---- -- -- - - - - - - - - - - - - - - -- - - ---- - 1 '- BOARD W/IO LAG • C & Design A 8 I I BOLT@170.G(K) - - - - - - -- - - - - - - - - - - - - - - - - -- -- - = - - - - - - - - - -- - --- -- - - - - - - - - - - - - I 7X4'ACQBEAM 11ONorthParkA y�/ . venue B' 8' 8' 3'0 DRAIN WI // //' :. - SMU STRONG 4X4 ACQ POST TO 4'-0' 15'-0' 4'-O' I I DRAMAGE / / k �, TIE COLUMN BASES Rockville Centre,NY 11570 CONCRETE FOUNDATION I �%'I (' % " SEE DETAIL 5/DWG A94 I " I - - - - - - - - - ( 42Womm ' 12 X 17 X 8 H Phone - (516) 536-8585 I- — - - - - - - - -- -- - - -- - - -- - - - - - -- -- -- - - - J I / - - - - - - - - I jFax- (516)764-7507 j.Co \ I I OWNER - -- -- - - - - -- - - - - , - -- - - -- - - -- - - - o / / \ \ p I • r I 15'-8' - J 13'-4' - - " // / LOCA•OF POST ABV. \ .. \ 4 I I Denise Bradley R.A. 8' 'g 8, CONCRETE SLAB ABV. 4 I I CONCRETE SLAB ABY. 32,-6, I I I I I PRl1MCrIffiE LOCA OF I ' 1T-0' 12'-0' 201-6' .`,: I POST ABV. GP W180117/8'FLR JST DETAIL 1 -FOUNDATION ZD ''; I 816'O.C.ABV. ' LOCA.OF I I I I N SCALE NONE Proposed FOP L -J-- - - - - - - - - - - - - - -- - - LOCA OF I POST ABV. 1L1 POST ABV. NEW FND STEP I :� - - - - -- - ---- - - ( -pN - -- - _ - - - - - -- - -- -- - - - - - - - - - - - - - -- _ - � --- TO NEW FND ff I I r LOCA OF 2'-0' DOWEL NEW FTG. I I I o �-- -n y LOCA OF LOCA OF _° r:.: ,.. POST ABV. _ I I SHINGLE SIDING ■ ■ r1� r -1` �, TO NEW FTG. I POST ABV. POST ABV. ( _ -- - - - - - - - - -- - - -- - -- - - --- - - I I I I IST FLOOR 1R'CDXPLYWOOD Lewis Ressdence P j- 1-Q 1 - W/( #rST� -1 I - - - - :` I - - 314'CDX PLYWOOD TYVEX WRAP L_J L._J REINFORCEMENT ( ( I I I GPWI�0117I8 FLOOR 2'X6'STUD 1 I I a I NEW FND STEP TO NEW LOCA.OF 6'O.C. Q gl I I FOUNDATION ff DOWEL i I POST ABV. , , I � , I ( I I JOIST @16'O.C. 518'GYPSUM BOARD "r I 2'-8' 31-4' 31-10 NEW FOOTING TO NEW I I 10-1 22-1 I I I I 7X6'PLATE 1. V NI FOOTING W/(3)#5 STL. 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" I REINFORCEMENT . • . .; I I 4 POURED REINFORCEMENT NY 4-10 5-0 I ( 6'CONCRETE SLAB I I I I �I I ( CON( EZESLAB f @24'O.C. (Sly W/6X6 WWM '- ' :;, '."' I 4'QI STL.COLUMN I W16X6MA :��.' - 10-0 6 MIL.VAPOR Icoftee TO 24X24X12(D) I I alb. 1 �: B'PO�D �' '' I I I r POURED CONCRETE 4'X 4'ACQ POST I I `': CONCRETE TO CONCRETE SUPPORT I �I I I I HAUNCH FOOTING 3/4 HR FIRE RATED I d. . '' `I FOUNDATION PROJECT DESIGNER PER 12 X 12 X 8 (I-I)-TYP. 01 I SEE DETAIL 2/DWG A.1 DOOR-SELF CLOSING I Q o_ SEE DETAIL 10/A.4 of ( i (8' 8' 8'I T-O'+CLG.H 9'-9' 12'-4' 110Nac@PIu)tAv� 4 HR.FIRE RATS13'-0' 12' 12' 12' / I I 12)13/4'X 117/8'LVL BEAM 1 I GRAVEL BED Ro*ft CtG,NY 11570 4 I LOCA OF LOCA OF I I I LOCA OF - - ® F= - 6 BACOlLL 14' (4)A5 STEEL (516)S36- M POST ABV. SEE DETAIL F POST ABV. 1 I I POST ABV. -'I Up -( UnLITY RM. 5'-6' _ MATERIALS REINFORCEMENT Com . T� l' DWG A.3 :r( I I I LOCA OFi FR.FRE RATED POST ABV. WALLS g CEN.1,GGP WI 80 417/8'(3)13/4X 111/8'LVL BEAM L - , .: FLR JST ' '*c"' 'v�"'`'o"7. r WI 80 -- - -- -- - - - - -+- - - I ZD GP FLR JST1/8' I ®16'O.G.ABY. I- _ - g" 3'-°' I I — — — I DETAIL 2 HAUNCH FOOTING r 6'CONCRETE SLAB I ®16'O.C.ABY. I - SCALE NONE ;. ► 40 STL.COLUMN W/6X6 WWM ( I I TO 24X24X12 ID) 6 KL VAPOR I I I I 3'CONCRETE SLAB -- W/6X6 WWm POURED CONCRETE r - - -- -•- - - -- - - - -I-I- - - - - -- - - I I 6 MIL.COMPACTED BARRIER VAPOR I I HAUNCH FOOTING NEW CONSTRUCTION CONCRETE STARS SEE DETAIL 2/ , ` .i -�: I 2112 STORY RESIDENCE SEE DETAIL 4/DWG A.9 1 1 }: `` BACKFILL MATERIAL s ( DWG AI --- - " - - - -- ------ - - - - - - - - -- . ~ - -T ". 1 AIR INTAKE i ( I I LocA OF i -� SEC.G2407 044STEEL. VZ�' LU ( I POST ABV. LOCA OF WELDED 117(THK.) "NI" UPGP WI 80 411/8'FLR JST m( � IPOST AaV. I I NEW FND STEP STEEL PLATT: 0t r prodswX16'O.G.ABV. t- T LOCA OFTO NEW FND ff MASONRY 8 8 I ,�I GP WI 80117/8'FLR JST N POST ABY. I I I DOWEL NEW FTG. ANCHOR 1 o I g T-0'+CLG.H. 016'O.C.ABV. I I I I W/(3)5 STL SLAB W16XTO NEW FTG. C 6 WWM RETE 24'X 24'X 17 _ - I 4 HR FRE RATED 3 I I I I REINFORCEMENT iE CONCRETE C CONCRETE STAIR I ( CE1.11G SEE DETAIL 4/A.11 I L f M -� LOCA OF LOCA OF ]'-Q+CLG.H. ` I ::r I I I ° d • ° " V. i POST ABY. I POST ABV. 4 NR FRE RATED CELTIG W. , .d • i d ; i� O ° r • . � GP WI 80111/8 FLR JST CONCRETE SLAB ABV. I I :.' N 6'CONCRETE SLAB ®46'O.C.ABV. I I I -- �/ - - - - - - - - - W/6X6 WWM I _ I 6MIL.VAPOR I I d •' . : t :•: •.; - - - - - - =� - - - - • I '+ NEW FNDLock OF STEP_/ 1 T-0 CLG F! I ;. I I 24 TO NEW FND ff I I POST ABV. 4 SIR.FRE RATED DOWEL NEW FTG. CELNG TO NEW FTG. Il, I LOCA OF I LOCA OF W/(3)#5 STL. I I POST ABV. POST ABV. REINFORCEMENT I g, 8 811 LOCA.BY I 3 DETAIL 3- GARAGE FOUNDATION ( SCALE NONE i � — -- - - -- - - -- -- - -- -- -- - - � I I- -- - - - - - - - - - - --- - - - -- - - -- - I IT=om --- -- -- -- - - - - - - - - _ I I I— - - -- - - - - - - --- -- - - - - - - - -� - - --, I NEW FND STEP ' TO NEW FND ff I I 4 I - - - - - - - - - _ - -- --- -- --I I I I SHINGLE SIDING 3 7-6-2022 REVISIONS DOWEL NEW FTG. (g� 8. 811 I ,... .. I g, Q, g,I 112"CDX PLYWOOD 2 2-f5-2022 REVISIONS TO NEW FTG. Q CONCRETE SLAB ABV. Ili :�: . ,' .:.;: CONCRETE SLAB ABV. W/(3)#5 STL 4 I I L t - - -- - - -- - - - -- - - - - - - - J I I 4 GARAGE TYVEX WRAP 4 5-13-2021 CONSTRUCTION DRAWING REINFORCEMENT I 18'-6' 19'-0' 23'-6' " 7 X 6"STUD @16'O.C. LEGEND _ _ _ _ I ' ' n�►zs DESMON Z - - - - - - - -- - - - --r - - -L - � CONCRETE SLAB ABV. r - -F -L - - - - - - - - - - - - - - - -- - - -� I 5AD-FIRE RATED UM ® . r, 6"CONCRETE (2)2"X 6'CCA PLATES Issue revI $ I0n SEE EEDETNDATION L- - - -- - - - -- - -- - - - b � � - - -r--�- - - - - �- - -L - -� o - - - - - - - - - - - `� - - - - - - - - - - - -� � SLABW18X6WWMJ � SEE DETAILS :®,. o rN B I:II z GRADE >AWM� WALNEWLX,TERIOIZ 1 N L - -- - - -- -- � - - - - - - -I A9 V I �� WA , , �i NEW INTERIOR As - -- - - �a �a ap WATERPROOFING 9' 1'-6' 14'-6' 1'-9' 9' 5'-0' T-6' S'-0' 9' 1'-9' 19'-6' 1'-6' 9' 6 MIL.VAPOR 15 STEEL WALL 8:PARTITION 1 , , �j BA,R�IER� )n 1 CLEMENT PROPOSED 14'-6 18-6 19-0 23-6 / o ■ NEW WINDOW COMPACTED I I; .., 12'-6' GRAVEL BEDS �j�� .1 I r�PouRFn FOUNDATION PLAN NEW DOOR COMPACTED �� I'.1-' \ CONCRETE 3 BACKFILL /� 1•I' FOUNDATION DRAWNBY CH H. .D. HARDWIRE SMOKE FOUNDATION CONSTRUCTION PLAN ala 'dam - DETECTOR , _ ,_ ' ALL CONSTRUCTION, ELECTRIC, PLUMBING DATE 3-23-2020 SCALE: - 1 0 24 (4)#5 STEEL _ CARBON MONOXIDE & ENERGY SPECIFICATIONS TO COMPLY REINFORCEMENT DETEc-roR 2020 INTERNATIONAL RESIDENTIAL CODE FROJECfxo. 2014 As DWG.NO. C.D. 29'-6' 48'-0' LEGEND Bradle 6'-O' 8'-0' 13'-6' 8'-0' 12'-6' 1 2 NEW FOUNDATION �.rC�11teC 1. P.c, NEW T � SEE DETAILS WALL EXTERIOR At'C�1ibx; P1aIIIIlIIg ON ON NEW INTERIOR & D1rS1gII 721-6' — — 30, WALL&PARTITION 4X4 ACQ POST TO 4'-0' 15'-0' 4'-01 110 North Park Avenue CONCRETE FOUNDATION 3 T-6' T-6' NEW WINDOW Rockville Centre,NY 11570 SEE DETAIL 5/DWG A.11 1110 O Phone - 516 536-8585 13'-4' — — — — — RAISED PATIO 2 NEW DOOR Fax- (516)764-7507 - - - - - - - - - - - - - - - - - - - - - (2)2 X 10 ACQ.BEAM (2)2'X 10'ACQ BEAM STONE TILE 12)13/4'X 117/8'LVL BEAM H. 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C.D. LEGEND Bradley NEW FOUNDATION SEE DETAILS Architect P.C. A.8 EXTERIOR WALL �Awhi� pinniing 72T A9'-6' NEW INTERIOR WALL$PART1T10N & Design 49'-6' 23'-0' 110 Noah Park Avenue 30'-4' 19'-2' 41-01 15'-0' 4'-0• - NEW WINDOW Rockville Centre,NY 11570 (2113/4'X 91/2'LVL BEAM NEW DOOR Phone - (516) 536-8585 Fax- (516) 764-7507 . — — — H. .D. HARDWIRE SMOKE o 6X6 POST TO FOUNDATION BELOW \ o DETECTOR Denise MM Bradley R.A. BALCONY " m o> " \ © CARBON MONOXIDE SEE DETAIL 8/DWG A11 N J DETECTOR b PR=TME El` ® ' DETAIL D- BEN CONNECTION Pmpowd For NONE SCALE (2)13/4'X 91/2'LVL BEAM 19 19 O L1 0 6X6 POST TO BEAM BELOW �. (3)1314'X 11715' ; EMT LVL BEAM W1(2) 907 STL PLT.2-2X10 HDR 2-2X10 HDR (3)13/4'X 117/8'LVL BEAM _ 2 X 10 CLG.JST _ 3 I 1 rr Lewis Residence 6X6 POST TO FOUNDATION BELOW ®16'O.C.ABV. ® W C/7 o 2 X 10 CLG.JST d © N ®16'O.C.ABV. 4 6 6 -� 1500 Ma=Drive 221-0' Uji 4'X4'X114' - Cutchogue, NY STEEL ANGLE 21-01-0 01314'X11715' , LVLBEWW R) BDRM 1 BDRM 2 9 M.BDRM. 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Bradley Architect P.C. AmWWmm 0g & De ign 110 North Park Avenue Rockville Centre,NY 11570 Phone- (516)536-8585 Fax- (516)764-7507 Dwise M Bradley R.A. MMMME Proposed For Lewis Residence -- — — — — — — — — — ---- --- - — — — — — — _ 36-V RIDGE BOARD --- _ 12 10 M=Dt1Ve —1e Cutchogue, NY 129 Ned R epi a—mem.dub I — — -- - CLIENT: - — GAF 40 YR 0.10 ARCH.ASPHALT LewisPidilmm SHINGLE ROOF 150 14mmUn NY — - (516) -- Cam- — 22-T — — TAR- PROJECT DESIGNER: AP.G 110Nac�Pa�Avo�oo EK TRIM(OR EQUAL) RocbMe Ctr,NY 11570 WINDOW HEAD t CASING (516)83"m TYP.OF ALL Coote Dorm Bmft 0 O BOARD ER TYP. ALL p ' '*va Y�W 12 - - --- - - - - - _ EXPOSURE PERFECTION CEDAR SHINGLE 2ND FLR. - NEW CONSTRUCTION _ - 6'CORNER 2112 STORY RESIDENCE BOARD TYP.OF ALL STRUCTURE COLUMN © TYP.OF ALL nom`` -- I I Ij IAI I TV 1STRR. 10.9' f C.O.R.-9.35 -- 0'-0" GRADE7.9f' o� I I I I I I I rl I I L I II L - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - � I T rI I I I I I J r r J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I PROPOSED FRONT / NORTH ELEVATION 5 7-6-2022 REVISIONS 4 2-15-2022 REVISIONS SCALE: 114' = T-0' 3 12-14-2021 REVISIONS 2 11-23-2021 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING M 1M DPSCRIPITON Issue revision MATMM PROPOSED FRONT (N.) ELEVATION DBAWNBY CH DATE 3-23-2020 SCAIE 1/4'=1'-0' FRID ECrNO. 2014 Av4 DWc.NO. C.D. Bradley Architect P.C. Architecture Plaim0 & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax- (516) 764-7507 Denise M Bradley R.A. �craa>a Proposed For T7 Leimis Residence 364r RMBMM 1500 Drive - - Cutchogue, NY _ -12 Repres ' 12 IF Leone 1500 Drive NY (516) L3 -- — - - — — - - — — — 22-V TOP PROJECT DESIGNER: -- BmftAxhhdP.0 110Na+&PAAvm Ram Ct4NY 11570 (516)SIMM CDmieeB� 0 X040 02 1® 19 ®0 LL-Med LL- ftpmd O li O 13-T— 2ND_FLR� NEW CONSTRUCTION 2112 STORY RESIDENCE Prodsm F 7-7 �L-JI �L-jlLLa�)jIST _ R& I t I I I I C.O.R.-8.35 }' Y I I 0'-0" GRADE 7.9 I I I rl I I I I I I I I I I I I I I I I I I I I I IF r , L � L7 I IJ L � - - - - - L - - - - - - - - - - - - - - - - -I- - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - -- - - ---J - - - - - - - - - - - - - - - - - - - - - - - - � 6 7-6-2022 REVISIONS PROPOSED REAR / SOUTH ELEVATION 5 3-29-2022 REVISIONS 4 2-15-2022 REVISIONS SCALE: 114' = T-0' 3 12-14-2021 REVISIONS 2 11-23-2021 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING m I Un DE3CRMON Issue revision iATME PROPOSED REAR/SOUTH ELEVATION DRAMY CH DUE 3-23-2020 SCAIE 1/4'=1'-0' Pxc�WN0. 2014 A.5 M.NO. C.D. T7 T7 Bradley W RIDGEBOARD ATchitect P.C. - Architecture Planning 12 & Design 6.15 110 North Park Avenue =-� s ' %A1_1 Bradley RIDMW— — — — — — EXHAUSTAIR / \ 1 117'T0314' Architect P.C. FE LT PLYWOOD PAPER SHEATHING / co zo \ ArchitectureWCONY 8 & DCS1gII A10 110 North Park Avenue SEE DETAIL B/DWG A11 Rockville Centre,NY 11570 e�p` � Phone - (516) 536-8585 — — — — — — — � Fax- (516) 764-7507 — - I TYPfCALMVMMAII. iJG111DG M Braffley RA 2X8RP 2XBR.R. 016'O.C. 016'O.C. I W ROLLROOFING AT LEAST 55 LB OR 1116'SHEET NEOPRENE EACHS'NTOE M C, WOOD I � I A 2X8R.R. 2XBRR � DCENTER P owFor 916'Q.C. ®16'O.C. 1ab N o �j Q � I Lewis Residence UNDERLAYMENT END OF STRIP ® OC2O zo 15M MM Drive Ci 2 X 14 RIDGE BOARD 2 X B .R Cutchogue, NY 016'O.C. I 2 X 12 R.R. 2 X 14 RiDGE BOARD W/VENT �� N (j IP1,00R 016'O.C. �� N TOM QAiIBYDEAL CLOT. 2 X 14 RIDGE BOARD W/VENT 2 X 12 R.RyO 'Py NY 016'O.C. 5'EXPOSURE (516) ®16'O.G. PROJECT DESIGNER 11ONadhPakAvem RodM bOr,NY 11570 c�Q — — ".,'..•.•,. . • (516)336. 5 �a �a Cocom Dmi0 C2 Ci v n O N O nWASPROOFR IMMAL NEW CONSTRUCTION 21/2 STORY RESIDENCE 016 0� ( RDGE BQARD ® Y�Q o ql 0 9 RARER I ti 2X6R.R. N 2 X6R.R I I H�RAF %• �, `!^r �n®16'O.C. 016O.C. 016'O.C. 016'Q.G. C) � i 2X888A. 016'O.C. ®16'O.C. v o � Hpm 0 ® — — — — — zo DOUSE RATE N N TYPICAL R ROOF FRAIul1EdG DEU BALCONY PA's WORTAl�ti AlILOW Eta SUPFCM STAMM SMpGAP A8 A9 V9timimm S SPACES�KS A.1rJ O1ATEsIB 1 5-13-2021 CONSTRUCTION DRAWING PROPOSED ROOF FRAMING PLAN IV= Hca. 'DAA DESCRIPTION MT Issue revision aow M• ROOFING-ASPHALT SHINGLES - - FIAMI F2 MAWMTME ROOFING SHALL BE INSTALLED FOR RIS USE IN A 130 MPH WIND ZONE STEP ROOFING SHALL BE INSTALLED iN ACCORDANCE WiTH 2015 iRC VENTVENT F� PERFORMANCE I SPECIFICATIONS TO MEET COMPLIANCE WITH 2045 IRC LINER THA218 H2.5 �� � OR8905.2.4, 8905.2.4.1,8905.2 M TABLE 8905.2.4.1 -CLASS.OF ROOF SHINGLE MTS12 FMQiN ROM LEAVENOTIMS I"t OPAT PROPOSED ROOFING-ICE BARRIER&RLASHINGG , ROOF FRAMING PLAN H10 PRQ6ECr� AS PER 8905.2.7-iCE BARRIERS SHALL COMPLY WITH SEC: 8905.1.2 g�q( j BRICK FORRDM�1S tSp F T THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF _ — UNDERLAYMENT CEMENTED TOGETHER AND SHALL EXTEND NOT LESS THAN 24'INSIDE THE EXTERIOR WALL LiNE OF THE BUILDING ORU SMW RI,OF MMSIM DRAWNBY CH ',ECR i PMRSTAWSTRZPB BEOMMASSOONAS 1XLEAD FLASHING TO COMPLY WiTH 2015 IRC 8905.4.6 AND THE STANDARDS IN �� � ANDRAFT�R TIRTR MFET DATE 3-23-2020 SOLDERED SEAM TABLE R905.10.3(l THE VALLEY FLASHING SHALL EXTEND NOT LESS THAN R RF 9.4PRI)PEE 1 CHNURAMWOCKM 8"FROM THE CENTERLINE AND SHALL HAVE A SPLASH EB RIB N.L.T. TYPmammMETAIL 10WOOD�PPLATB TYPMPLI'MROINDU AiIATIO MAL AGMSEEM SCAi� 1/4'=1'-0' Av7 3/4"IN HEIGHT AT THE FLOW LME FORM AS PART OF THEE FLASHING I'ROJACrNO. 2014 DWG.NO. C.D. Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax- (516)764-7507 Denise M Bradley R.A. PMWME Proposed For Lewis Residence (2)TX 14'RIDGE BEAM W/VENT 2'X 14'RIDGE BOARD W/VENT 12'X 4'COLLAR TE 916'O.C. 1� � 2'X 4'COLLAR TE®16'O.C. 12 R-35 BATT INSULATION Cutchogue, NY GAF 40 YR.ARCHITECTURE —16.75 ASPHALT ROOF >n^ GAF 40 YR.ARCH.ASPHALT ROOFING 30#ROOFING FLAT "�J 30#ROOFING FLAT >n^ 3/4'EXTERIOR PLYWOOD �'CJ 3/4'EXTERIOR PLYWOOD TX 12'R.R.W/HURRICANE CLIPS®16'O.C. � • T X 12'R.R.W/HURRICANE CLIPS®16'O.0 R-35 BATF INSULATION - — R-35 BATT INSULATION ' '`x R � >n_ 3/4'PLYWOOD �'CJ - --- TX 10'CLG.JST.1161 O.C. �(�� 3/4'PLYWOOD G7.>��VT. 1/2'GYPSUM BOARD >n_ T X 10'CLG.JST.®16'O.C. Lem v� 1/2'GYPSUM BOARD ISM Mm Dd" 5'ALUMINl�1 GUTTER NY T I Y-FASCIA TRIM -- 5'ALUMINUM GUTTER (Sly VENT SOFFIT �f� 1'BY-FASCIA TRIM -Z�e- - VENT SOFFIT SHINGLE SIDING -- - - - T O PROJECT DESIGNER: 1/2'CDX PLYWOOD SHIfGLE SIDING 110NachPakAv=e TYVEX WRAPTYVEX WRAP 1/2'CDX PLYWOOD 2'X 6'STUDS 01VO.C. pt NY 11570 R-27 BATT INSULATION 2 X 6 STUDS 016 O.C. 5/8'GYPSUM BOARD ( R-2 BAT INSULATION 5/8 GYPSUM BOARD HANDRAIL 040'1 BDRM.1 HALL BDRM.3 1 1 1 1 1 1 1 1 GAF 40 YR.ARCH.ASPHALT ROOFING ROOFING FLAT FLAT ROOF FINISH ff MEMBRANE 2'X 8'LEDGER BOARD W/ %2#XTERIOR PLYWOOD 2'X 8'ACQ CLG.JST.®16'O.C. 1/2'LAG BOLT STAG.®32'O.C. 2'X 6'R.R.W/HURRICANE CLIPS®16'O.C. 3/4'EXTERIOR PLYWOOD DECORATED BOARD � (3)13/4'X 117/8'LVL BEAM (3)13/4'X 117/8'LVL BEAM 2'X 4'COLLAR TE®16'O.C. SEE DETAIL 9/DWG A.11 W/(2)1'STL,PLT. W/(2)1'STL.PLT. 1/2'CDX PLYWOOD DECORATION BOARD 170 2ND FLR. (212'X 10'ACQ BEAM --- (2)2'X 10'ACQ.BEAM NEW CONSTRUCTION 5EE DETAIL 5/DWG A11 � 3 13/4 17/8' _ SEE DETAIL 1/DWG A.11 FLAT ROOF FNSH$MEMBRANE I I LVL BEAM TX 10 CLG.JST.®16'O.c OD 2112 STORY RESIDENCE 7 X F ACQ CLG.JST.®16'O.C. I I R- BBTTBOARD ON 3/4 EXTERIOR PLYWOOD GYPSUM R-30 BATT INSULATION SEE 1/2'GYPSUM DWG A.D I I GUEST SUITE HALL I I WI 8 PLYWOOD 4 FAMILY RM. WI 80117/8'FLR.JST.016'O.G. _ II II o 1/2'GYPSUM BOARD �` 3/4'PLYWOOD I I I I SHINGLE SIDING WI 80117/8'FLR.JST.®16'O.C. v TYVEX WRAP 1/2'GYPSUM BOARD I i 1/2'CDX PLYWOOD R-27 BATT INSULATION _ - - Ell - I - 5/8'GYPSUM BOARD - S'-0' 1STFR 1Q9' STONE TILE FLOORING m I I I I 1 11 1 1 im1m) S T 3 CONCRETE SLAB W/6X6 WWM ° ° MIAMI3 CONCRETEFSOLAB W/6X6 WWM SEE DETAL 5/DWG A.11 SEE DETAIL V Q0R-8m 8'POURED CONCRETE l:.P H 8 POURED CONCRETE FOUNDATIONSEE DETAL ` I'; �< ����\ �� �� ���%� ��i�i .1A UNFINISHED BASNENT � FOUNDATION WALL E t o I,N �i��i��i��ii��i��i���., , ,; - SEE DETAIL 3/4'PLYWOOD W180117/8'FLR.JS }` /�\�/�\�/�\�/� WI 80117/8'FLR.JST.®16'O.C. 3/4'T.PLYWOOD ®16'O.C, _ - - ��%' R-30 BATT INSULATION R t B- 0 BATT INSULATION 1 HR.FIRE RATED CEILING tai ,•:.... .�: .:: . , :.: ,.. INR FIRE RATED CEILING J . .. .. . .t R 8'POURED CONCRETE FOUNDATION WALL SEE DETAIL 1/Al 6'CONCRETE SLAB W/6'X6'WWM 6 MIL.VAPOR BARRIER 4 7-6-20N REVISIONS 3 2-15-2022 REVISIONS 2 11-23-2021 REVISIONSSECTION 1 5-13-2021 CONSTRUCTION DRAWING SCALE: 414' = 1'-0" a I om DP,SCRII'fION Issue revision MATNIM SECTION 1 - I DRAWN BY CH DAZE 3-23-2020 SCAIE1/4'=1'-0' A8 PRO]ECf NO. 2014 • DWG.NO. C.D. Bradley Architect P.C. Amhitechm Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone- (516) 536-8585 Fax- (516) 764-7507 Denise M Bradley R.A. POWME Proposed For Lewis Residence (2)7 X 14'RDGE BOARD W/VENT 2'X 4'COLLAR TiE®16'O.C. 2'X 4'COLLAR TIE e16'O.C. 1500 M Dove R-35 BATT INSULATION I &�� Ctchogue, NY / I I \\ GAF 40 YR.ARCH.ASPHALT ROOFING 30#ROOFING FLAT TX 44'RIDGE BOARD W/VENT 3/4'EXTERIOR PLYWOOD \\ 2'X 12'R.R.W/HURRICANE CLIPS®16'O.C. GAF 40 YR.ARCH.ASPHALT ROOF Il / I I I '� R-35 BATT INSULATION Projed Remitacon 30#ROOFING FLAT I I I I 10 I I I I I I 3/4'EXTERIOR PLYWOOD GAF 40 YR.ARCH.ASPHALT ROOFING I II I T X 12'RK W/HURRICANE CLiPS®16'O.C. I I I I I \ 30#ROOFING FLAT CLIENT: R-35 BATT INSULATIONr— - _ I I I I I I II I I I I I I >n^ I I I I I I I I I \ \ \ 3/4 EXTERIOR PLYWOOD Lewd ReddImm 2X 8'R.R.W/HURRCANE C LiPS(6O.C. 5W �3/SpLYWOOD T616oC. 1X i0'CLG. 2X 4 COLLAR TiE®16 O.C. NY 1/2GYPSUM BOARD 1/2EXTERIOR PLAWOOD (516) 5'ALUMINUMIA III UTTER - 1'BY-FASCIA TRIMTRiM1'BY-FAS( VENT SOFFIT " -- VENT SOFFIT — SHINGLE SiD1NG— — — — — -- — (2)13/4'X 91/2'LVL BEAM T.O. — PROJECT DESIGNER TYVEX WRAP3/4'PLYWOOD 110Kb&PWkAve= 1/2'CDX PLYWOOD I Ii 7 X 10'CLG.JST,e16'O.C. Rodm&Or,NY 11570 2'X 6'STUDS 611VO.C. R-27 BATT INSULATION R-30 BATT INSULATION 5/8'GYPSUM BOARD - 1/2'GYPSUM BOARD �S GAF 40 YR.ARCH.ASPHALT ROOF o I I 30#ROOFING FLAT M.BATH HALL M.BDRM. I ( f SIDING 3/4'EXTERIOR PLYWOOD I I ( TYVEX WRAP 7 X 6'R.R.W/HURRICANE CLIPS 916'O.C. OOD 5'ALUMINUM GUTTER I 1/2'CDX UDS 916' 1 BY-FASCIA TRiM (3)13/LVLIBEAM I i 1'2 6'STUDS UL O.G. R-27 BATT INSULATION VENT SOFFIT 15/8'GYP8UM BOARD — 11-r 2ND FLR. _ --- (zi 1'x 10'Aca BEAM NEW CONSTRUCTION X 41 COLLAR Tc�1b'O.C. (3)4 3 r X fl PL8'LVL BEAM 2 X 8 ROOF FINISH$MEMBRANE 21/2 STORY RESIDENCE 1/2'EXTERiOR PLYWOOD I I 3/4'EXTERIOR PLYWOOD II R-30 BATT INSULATION 3/4'PLYWOOD ( ( I I 1/2'GYPSUM BOARD W180117/6'FLR.JST.®16'O.C. I I 5/8'TYPE'X'GYP.BD. R-30 BATT INSULATION x X 6'STUD VVO.C. PANTRY KITCHEN I DINING AREA4 I 3/4'PLYWOOD Pf ox aSa d (2)1/1'TYPE'X'GYPSUM BOARD o 5/8'TYPE'X'GYP.BD. — W180117/8'FLR.JST.916 O.C. SHINGLE S1DiNG GARAGE (FIRE RATED) 1/2'GYPSUM BOARD I TYVEX WRAP 3/4'PLYWOOD 1/7 CDX PLYWOOD I I L ' 2'X 6'STUDS®16'O.C. I WI 80117/8'FLR.JST.016'O.C. �\ R-27 BATT INSULATION I I R-30 BATT INSULATION —(2)5/8'TYPE'X'GYPSUM BOARD — - — — — — — — — 1 HIL FIRE RATED CEILING — �'-0' — 1STRR 10.5' STONE TLE FLOORING 3 CONCRETE SLAB W/6X6 AIM = ` C.OR-8 ' >:,.r / _ _ SEE DETAL I / 7 7 ; ;,:• ::� E. {: , i d•0' GRADE Z9r r'� ';r`,� % ��� ��\�\\\j\\j�j\\j\\j 1•. \\j\\j\\j\\j�\\j\\j\\j\\j `i::•r `j.•}• :{::�.\/�\\/\\/�\j .� \\j�\j\\\j\\\'� 8 POURED CONCRETE I;t FOUNDATION WALL \ \��\��\��\��\��\��\��\� �`. UTILrrYRM. SEE DETAL I i UNFINISHED BASEMENT \ \ \ •I•� F.I: .n 1:I ` 8'POURED CONCRETE I ` — FOUNDATiONWALL I 1::1 .� {; 8'POURED CONCRETE SEE DETAL 3/DWG A.1 ( i J E I: SEE FOUNDATION WA 1 L _ 6'CONCRETESLAB i - - - - - - - - - - - - - - - - - - - - - - - - - W/6X6 WWM 6'CONCRETE SLAB E MILL VAPOR#;ARRER W/6'X6'AIM 6 MIL VAPOR BARRIER 4 7-6-2022 REVISIONS 3 1-15-2012 REVISIONS 2 11-23-2011 REVISIONS SECTION"T1ON 2 _ 2 1 5-13-2021 CONSTRUCTION DRAWING SCALE: 1/4' = 4'-0' N1 DM DESCRIPTION Issue revision MAVMMU SECTION 2 - 2 DRAWNBY CH DATE 3-23-2020 SCALE 1/4'=1'-0' As9 PROIEff NO. 2044 DWO.N0. CD. Bradley Architect P.C. Architecture Planning & Design 110 North Park Avenue Rockville Centre,NY 11570 Phone - (516) 536-8585 Fax- (516) 764-7507 Denise M Bradley R.A. Proposed For (2)2'X 14'RIDGE BEAM W/VENT Lew, is Residence _ No RIDGE BOARD — — — — — — — — — — — — — — — — — — — — — — 12'X — — GAF 40 YR ARCH.ASPHALT ROOF 4'COLLAR TF-916'O.C. 30#ROOFING FLAT R-35 BATT INSULATION 3/4'EXTERIOR PLYWOOD �� (2)2'X 10'RIDGE BEAM W/VENT 1500 Drivve TX 12 R.R.W/HURRICANE CLIPS 916 O.C. R-35 BATT INSULATION GAF 40 YR.ARCH.ASPHALT ROOFING Cutchogue, NY m m m � m 30#ROOFING FLAT 2'X 10'RIDGE BOARD W/VENT 3/4'EXTERIOR PLYWOOD � 2'X 12'R.R.W/HURRIGANE CLIPS 916'O.C. 2'X 4'COLLAR TIE 916'O.C. R-35 BATT INSULATION R-35 BATT 1NSULQATION GAF 40 YR.ARCH.ASPHALT ROOFING R 30#ROOFING FLAT GAF 40 YR.ARCH.ASPHALT ROOF 3/4'EXTERIOR PLYWOOD 30#ROOFING FLAT CLOT: 3/4'EXTERIOR PLYWOOD R-35$R TT SOA E CLIPS 01b'O.C. L T X 8'R.R.W/HURRICANE CLIPS 916'O.C. G R-35 BATT INSULATION 1ST Ddn -- (413/4 7/8' SHINGLE SIDING NY PLYWOOD LVL BE (51� 2'X 10'CLG.JST.016'O.C. V I/T CDX PLYWOOD 1/2'GYPSUM BOARD (3)13/4'X 91/1' 2'X 6'STUDS 016'O.C. LVL BEAM R-27 BATT INSULATION — _ _ _ 15/8'GYPSUM BOARD — 2Z'-0' T.O PROJECT DESIGNER SHINGLE SIDINGAxh%dP.C. TYVEX WRAP 3/4'PLYWOOD 1/2'CDX PLYWOOD T X 10'CLG.JST.916'O.C. 110NadhPwkAv=e 2'X 6'STUDS 916'O.C. 1/2'GYPSUM BOARD Ptocb to Gr.0NY 11570 R-27 BATT INSULATION (516)MM 5/8'GYPSUM BOARD I I C ist FLAT ROOF FINISH$MEMBRANE 4 1'X 8'ACQ CLG.JST.916'O.G. 3/4'EXTERIOR PLYWOOD I HANDRAIL 9401 HANDRAIL 940' Ned DECORATED BOARD I , f pwJ SEE DETAIL 7/DWG A.11 zo N 5'ALUMINUM GUTTER T BY-FASCIA TRIM _ _ _ _ _ W r 2ND FLR. (3)13/4'X 117/8' (3)13/4'X 117/8' — — — — — (2)1 X 10'AC Q BEAM I LVL BEAM LVL BEAM - SHINGLE SIDING NEW CONSTRUCTION SEE DETAIL 7/DWG A11 I (3113/4'X 117/8'LVL BEAM 1/T2 TYVEX PLYWOOD 21/2 STORY RESIDENCE 3/4'PLYWOOD I I R-27 BATTINSULA11ON WI 80'17/8'FI-R.JST.916'O.C. 5/8'GYPSUM BOARD 1/2'GYPSUM BOARD ( I SHINGLE SIDING o I I I I 4 FOYER GREAT RM. Prox Sod TYVEX WRAP 1/2'COX PLYWOOD I T X 6'STIRS 016'O.C. ( I I STONE TILE FLOORING R-17 BATT INSULATION I 5/8'GYPSUM BOARD ( I T CONCRETE SLAB W/6X6 WWM SEE DETAIL 5/DWG A.11 _ I J TV 1STFLR. STONE TILE FLOORING — �2S �2S z4S a2S a2S ZQS �2S �6 �2S a2S E , 3'CONCRETE SLAB W/6X6 WWM — SEE DETAL 6/A.11 C.OR-8.35 8'POURED CONCRETE \ a`.1' - / .1: 8'POURED CONCRETE _-.— fi;I . \ \ \ \ \ \ \ \ \ \/\/\/\!.�!•���!/�//�//� .,. FOUNDATION WALL \ \\ \\ \\/\\/\\/\/\\/\/ t I`�i�/%/i\�/%/%/i\�/%�%/%!%�//%/���" 'i. SEE DETAIL 5/DWG A.11 FOUNDATION WALL . r�. % �i��\�/\\�/\\�/\\�/\\//\\/ ,I=l. � UNFINISHED BASEMENT \ \ \ \ \ \ \ \ �\ SEE DETAL 7/DWG A.11 //\//\//\//\// 0 i/ / / i 3/4'PLYWOOD 3/4'PLYWOOD / �\i�/i {I' > f >�\ W180117/8'FLR JST.016'O.C. WI 80117/8'FLR.JST.016'O.C. R-30 BATT INSULATION i f,t. R-30 BATT INSULATION 1 R FIRE RATED CEILING i�i. ..: ;.. .; ,..:...:.::: : .: . . .... �.:.. , <. .., f...i HR FIRE RATED CEILING ... 8'POURED CONCRETE FOUNDATION WALL SEE DETAIL 1/A.1 6'CONCRETE SLAB W/6'X6'WWM 6 MIL.VAPOR BARRIER 5 7-6-2022 REVISIONS 4 3-29-2022 REVISIONS 3 2-15-2022 REVISIONS SECTION 3 - 3 2 11-23-2021 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING SCALE: 4/4' = 1'-0' m I us DBSCRIPTION Issue revision MAVM M SECTION 3 - 3 DRAWNBY CH DATE 3-23-1020 SCALE PROJECTNO. 2014 A* 10 DWG.N0. C.D. DETAIL 4 - CONCRETE STAIRS DETAIL 8 - BALCONY ALL INTERIOR DOORS TO BE 13/4'THICK DOOR SCHEDULE Bradley SCALE:NONE SCALE:NONE QTY. S1Y1�1 TYI� MIP mm 1 4 (2)3'-0'X 8'-0' ENTRY ENTRY - EXTERIOR Architect RC. ROOF FINISH HANDRAIL EPDM GLUED DOWN 2 3 12'-O'X 8'-0' x FRENCH GLIDING PATIO DOOR - EXTERIOR AwhiteCt1'e g RUBBER MEMBRANE 3 4 (2)3'-0'X 8'-0' - FRENCH HINGED PATIO DOOR FURTHER DETAIL REQUIRED - EXTERIOR J�e31 ROOF FINISH EPDM GLUED DOWN 112' OVER INSULATION OTECTION BOARD— 4 2 3'-0'X 8'-0' - FRENCH HINGED PATIO DOOR - EXTERIOR RUBBER MEMBRANE BASE SHEET FLUSHING 5 1 16'-O'X V-0' x PATIO DOOR - EXTERIOR 110 North Park Avenue GRADE 1�INSULATION PROTT�O BOARD WI METAL FLUSHING _ - ao 6 2 3'-6'X 8'-O' FRENCH HINGED PATIO DOOR EXTERIOR Rockville Centre,NY 11570 BASE SHEET FLUSHING SLOPE STRUCTURE 118' 7 1 2'-8'X 8'-0' - SOLID CORE COMPOSITE HINGED DOOR W/GLASS PANEL - EXTERIOR Phone - (516) 536-8585 MIN.PER FOOTTO DRAINS Fax- (516) 764-7507 \X/\\�j v — — — CONCRETEd /\�//� WI METAL FLASHING y4'EXTERIOR PLYWOOD �"QQ� 8 1 2'-8'X7'-0' - TWO GAR GARAGE DOOR - EXTERIOR \/\\/ FOUNDATION WALL \\/\\ SLOPE SPACERS @ 118' BOARD .d \ MIN.PER FOOT TO DRAIN 9 1 2'-6'X 71-0' - 34 HR.FIRE RATED DOOR-SELF CLOSING - FIRE RATED 2"X 8 FLR..JST.@16"O.C. , T,�.wA o \/\\ 344 EXTERIOR PLYWOOD 10 4 2-6 X 7-0 - FRENCH POCKET DOOR - INTERIOR Denise M Bradley R.A. // a ` '° 10' BOARD R-25 BATT INSULATION - \� 7 "G WALL 2"X 8FLR.JST.@I V O.C. WI VAPOR BARRER 11 2 2'-6'X 1'-0' SOLID CORE COMPOSITE POCKET DOOR INTERIOR d A d ' - \/ CLIPS @16'O.C. 11 12 2'-6'X 1'-0' 7 RH/5 SLH SOLID CORE COMPOSITE HINGED DOOR - INTERIOR 10'CONCRETE / / �/ a . .. \ BAR 12'' EXTERIOR PLYWOOD 1@ GYPSUM BOARD PR4d (.TTME t .l \ \ �%\\\/ d° a�' 9 \\/\% BALCONY 13 1 T-6'X T-O' - FRENCH POCKET DOOR - INTERIOR -444-44 • ` � 5-0' \\//\�/ FLASHING 14 5 (2)2'-0'X T-0' - SOLID CORE COMPOSITE HINGED DOOR - INTERIOR //\� 15 4 (2)1'-6'X71-0' - SOLD CORE COMPOSITE HINGED DOOR - INTERIOR P�U�I For GRAVELBE[I �� \j d a a Q d - \X// � FASCIA 16 1 3'-0'X 7'-0' - SOLD CORE COMPOSITE POCKET DOOR - INTERIOR \/ /\\/ 444 as -� o d — — 17 4 3'-0'X T-O' LH SOLD CORE COMPOSITE HINGED DOOR - INTERIOR COMPACTED \\j/\\ a e a — - \\\ RIM BEAM MATERIALS //�/////\ y' d° 18 2 2'-0'X 1'-0' 1 RH/1 LH SOLD CORE COMPOSITE HINGED DOOR - INTERIOR d d d �. d d ..• -. REINFORCED \ ////\\//\\/ : •: / / 49 2 T-0'X 8'-O' x FRENCH SLIDING PATIO DOOR - EXTERIOR Lewis Residence O \ (2)2'X 10"ACQ BEAM (3)1314'X 11718' 20 1 3'-0'X 6'-8' RH 34 HR FIRE RATED DOOR-SELF CLOSING - INTERIOR CONC.STAIR \i�\�// \/ /\ LVLBEAM 4'CONCRETE 2'X 8'LEDGER BOARD 21 4 3'-O'X T-O' RH FRENCH SLIDING PATIO DOOR - EXTERIOR e SLAB COVERED PORCH 1 ST FLOOR Wf1 CGBOLTSTAG. ALL INTERIOR DOORS TO BE 13/4'THICK �'•�'•• �D D DD ` O3 DRAIN � � @ 1500 MM Mvve oR�u Cutchogue, NY WINDOWscHEDULE MW QTY. SITE S�YLENO. TYPE M0 REMAltXS DETAIL 5-COVERED PATIO DETAIL 6 - COVERED PORCH DETAIL 7-COVERED PORCH A 40 T-a X 5'-9' - DOUBLE-HUNG WINDOWS - - �R • SCALE:NONE SCALE: NONE SCALE: NONE B 1 T-0'X 5'-'P - DOUBLE-HUNG WINDOWS - C 5 3'-O'X 5'-5' - DOUBLE-HUNG WINDOWS - - CLQ- D 2 3'-0'X 61-5' - DOUBLE-HUNG WINDOWS - - Lewis Redbu MO M= tw T X 4'CLG.JST.@16'Q.C. E 2 3'-0'X 4'-5' - DOUBLE-HUNG WINDOWS - - NY BALCONY 2ND FLR. ROOF FINISH BALCONY 117 CDX PLYWOOD / F 1 81-10'X 6'-0' - INTERIOR SCREEN PORCH WINDOW(HALL)TBD - - (516) ROOF FINISH ,-;' cmbct- ROOF MEMBRANE BLOCKING ROOF MEMBRANE GAF-CAMELOT H YEAR _ 314'EXTERIOR PLYWOOD 314"EXTERIOR PLYWOODM00000000000000ARCH.ASPHALT SHINGLE G' 2 3'-2'X 5'-5' DOUBLE-HUNG WINDOWS EGRESS 2'X8'ACQ JST @16'O.C. 2'X8'ACQ JST @16'O.C. 308 ROOFING FLAT -- H' 2 3'-2'X 51-5' - DOUBLE-HUNG WINDOWS-TEMPERED GLASS - EGRESS PROJECT DESIGNER SEE DETAIL 910.11 <_ 117 EXTERIOR PLYWOOD 2'X6'R.R.Wl HURRICANE J 1 2'-6'X 4'-9' DOUBLE-HlJ1G WINDOWS - AtP.G ALUMINUM GUTTER X CLIPS @16'O.C.(TYP) _ _ _ 110N&&PWkAv= 1'BYf{l�SCLA TRIM � I( 1 2'-2'X 4'-1' DOUBLE-HUNG WINDOWS � NY 11510 ALUMINUM GUTTER - - L1 1 7'-4'X 6'-11' CUSTOMIZE - - (Sll�S36�BSSS ALUMINUM GUTTER (3)1314'X 11718' BL0gM I ( SIL.U-PLATE 1'BY-FASCIA TRIM I I Sn,U-PLATE GREAT ROOM 2ND LEVEL OF PICTURE WINDOW- TRIM LVL BEAM I I CONNECTION / BLOCKING I I CONNECTION L2 2 3'-6'X 6'-9T CUSTOMIZE TOTAL CUSTOM SIZE:15'-0'X V-11'COMBINATION W/ - - Camp Dam�9 BLOCKING I I STL U-PLATE (2)2'X 10' I I 2X 10'LEDGER / I I CUSTOM ARCH TRANSOM WINDOW I CONNECTION ACQ BEAM I I BOARD W11/7 (2)2'X 10"LAG I I L3 1 15'-0'X 3'-5' CUSTOMIZE �)2'X 10' I I I I @�0 C.AG. / N BEAM I I M� 2 3'-6'X 5'-5' - DOUBLE-HUNG WINDOWS - EGRESS NedpImpInd ACQ BEAM I I _ _ TURNCRAFT I I TURNCRAFT I I N 2 2'-6'X 5'-1' DOUBLE-HUNG WINDOWS - TUWWT i i COVERED PORCH 1 T FLOOR DEC�T10NN _ COVERED DECORUMN ATION COVERED P 1 T-O'(DIA.) - c CLE WINDOWS - DEMn l — — S I I PORCH I I PORCH Q 3 3'-0'X 31-1' - CASEMENT WINDOWS - - f NEW CONSTRUCTION 4'X4'ACQ POST I I C XC ACQ POST I 4'X4 ACQ POST I I I STONE FINISH I I STONE FINISH 2 STORY RESIDENCE I I I I YCONCRETESLAB I ( 3'CONCRETE SLAB 1.VNDOWANDIX,ASSDOOR ASSEMBIJESSHALL,BEANCHOREDTHROUGH 2. EMERGENCY ESCAPEANDRESCUEWINDOWOPENING MUSTCONFORM SIMPSON STRONG I I g3��NRS SLAB TIEMPSON COLUMNTRONG BASES WIrXTWWM TIEMCOLUM i BASES WIrXrWWM THE FRAME OR BYFRAME CLIP,ORTHROUGH THE FLANGE ANCHORS TO RESIDENTIAL CODE OF N.Y.S.R310.1.11R310.11.1R310.1.31R310.1.4 TIE COLUMN BASES I I v r x r wwM CBSQ66,SDS'1 CBSQ66-SDS2 SHALL BE EMBEDDED INTO THE FRAME CONSTRUCTION TO ADEQUATELY CBSQ66-SDS2 =-- • ///� • ° . /// TRANSFER LOAD. 3 IRC TEMPERED GLASS BEL AFF ASTEMPERED GLASS FOR WINDOWS WITHIN D0 2015 RC WATER AS PER sew .�Q O GRADE .i�:J: /BAR1 VI OR : - MIL VAPOR GRADE / / BARRIER \BARRIER 6 MIL. OR\�\ COMPACTED �\ COMPACTED I • \OX •. a.: / . /// // I GRAVEL BED 1 GRAVEL BED p •I \\/\ �COMPACTED_ \\/\\/ �•I. - •.I 4. &BACKFILL �_ -.I °° 3 BACKFILL _ • /\/ GRAVEL BED //\/ 1 .L.. 4MATERIALS Z? MATERIALS I . M I 1 &BACKe1LC BASEMENTZ3 JA 8•coNc;RETE ' :=` , J I : : TER p! 1 FOUNDATION - 8'CONCRETE FOUNDATION 1 FOUNDATION �. '� ,. d :I <. p� 77 d 1 I A/1\If•�LTC I • d. .. d N CONCR 1G .• �:I a.. d d- iy 411 1 I' CONCRETE FOOTING : '; :I_ _j = c FOOTING : .` :I ._ _ BP CONCRETE A4' 4 A FOOTING :L _:r. ' 1. 6. SNP4 24' 24' SP1 . . . I_ 24' P) �TEIC •'. . H8 ' STRON�G-TEAC •:•� SII�SON DETAIL -9 FIREPLACE .• STROIIC"TIEHI SCALE:NONE SILL PLATE TO FOUNDATION ,�STAMPOT WE�TIONS 4 3-29-1022 REVISIONS AS PER SE:C, 3 2-45-2022 REVISIONS 1801-CHMIIEYS t VENTS L>�t 8'X8'FLUE M1801.1 MU M1801.3A ARM 2 -23-2021 REVISIONS GHIMNEYWALL 2 41N. NOTCH WOOD BEAM DRILL 5-43-2021 CONSTRUCTION DRAWING THICK SOLID MASONRY IL 3.111'X 3.11YX5116 SIMPSON CC SMOKE CHAMBER - PILOT HOLE BEFORE NOTCHING IiO. DVl� DESCRIPTION AREAMUEA�p DAMPER WOOD BEAMS I OD POST COLUMN CAP THROAT DEPTH 2 4 IN. — 112"O THRU. Issue r e v i s i o n $AREA2 FLUE IL3.11YX3-1!7'X5116 — SMOKE SHELF 'i BMrQ THROAT281N. - — '- ABOVE LINTEL WOOD BEAM .+ + --- DFtAAWpX1T�IB HEARTH N IL3-112'X2.112'X5116 FIREBOXWALLS y_r (FIREBOX) LINTEL `" o FIREBRICK — + -- - +- ± __ -- -- 10IN.THICK IF - DEPTH FIREBOX C3 - ---- — DOOR WINDOW _>SOLID MASONRY ;>20 IN OPENING 1'-8' 1'-0' ® _ + — WOOD BEAM SCHEDULES OR 8IN.+21N. HEIGHT DETAILS>_FIREBRJCK " O• — VETHIL� '"' , ,; �:. SIMPSON ECCL =+_ — Ti�U. HEARTH_41N.THICK .����--"�a HEARTHEXTENSION BRICK COLUMN CAP y;�;.:� . WOOD POST ° 2 2 IN.THICK .. : :*. WOOD POST SIMPSON CC DRAWNBY CH '°,-a CLEAN OUT •'' a.+ WI�1dRGIG J{l1D COLUMN CAP I�LLf9�W '- - -' DATE 3-23-2020 -•.•/•� -•- I. ... �`... .fid• Jam. ., amour V=BEA SAT( R POST V OD BEAM ONTOV��OOD POST-1 WOOD 6�4M COP ECTION T0WWO POST-2 Sm 1/4'=1'-0' TYPE A TYPE B ASH DUMP PROZrNO. 2014 Av I I DWG.NO. CD. CODE COMPLIANCE NOTE TABLE 8301.2.1.2 B radley WiNDOW PROTECTION SHEATHING MUST �DBORNE DEBRIS PR�I��I'ION FASTWO 0 COMPLY TO TABLE 3012.11A A,B C SCHEDULE FOR WOOD STRUCTURAL PANELS Architect P.C. F=0$pAQj .......... ....... ....... (kft) a,b AwhitecWm ....... ... ..... ......... ......... ... . . . . ......... ...... ..... ......... ........ ......... &Desi ........ ........ . ... . . . ............ . .....*. F&WRN pip s 4W<pad Otd<pd 4W 6H W18H 110 North Park Avenue rr,1 Rockville Centre,NY 11570 Phone- (516) 536-8585 16 0 8 ............ ........ . . ............ ...... 2-11CHRMWL Ml Fax- (516) 764-7507 ....... Lj m 8VmDmmB0qmk'=Wmi . ..... ........... N0.10%=MBWMMVM 16 112 8 I17-0' 7-6' I 7.0' 4V I-V Dmi -0 M Bm&eLANlfl y RA I DOWALL-G BIRMEL-1 is 16 io I I I FR=ME 37-6 1-91 *CODE COMPLIANCE NOTE* ftwsed For UP -11 BWP.l BRACEDWALL�d CODE Lewis mff-mmymmm Residence SMUMPMETMER210.0 BRACED WALL PANEL BRACED WALL PANEL 5! TABLE 8002.10.5 BVJP 1500 Mason Drive BWp F1 F2 *CODE COMPLIANCE NOTE* Cutchogne, NY F-------A BRACED WALL PANEL BRACED WALL PANEL z BRACEDWALL-F 5 W&ffm-0)M WRY Ym BRACED WALL-G BWP-G2 o NYS 2020 I I 8002.10.1,8002.102, RM10A 800214,R61105, PM13d UMA I CLUNT: 6 6 imbifflum LID Mom Ddm BRACED WALL PANEL gm J,— - PROM DESIGNER: BRACED WALL PANEL BmftAmM3d?.0 J 110MPdAmm 0kNY11 E0 Rod3ft = Ly v b b (516)%M V, 6 PMJWPMPMW ........................... ............................................... NEW CONSTRUCTION . .......... . ......... .......... ......... .......... . . ......... BRACED WALL PANEL ............................*......... 9RE 2112 STORY RESIDENCE ............................. ... ............. ............................................... ...................................... LH Fm IF T-1 .. .............................................* ........... ........................ ................................. ...................... . .. . .. ......... BRACED WALL-D ..............................................I f'' ._ , - a�jf-rte - A t ........... ................................... :J . ............................................... .4i...................... ........... I L BWP-DI B"-D2 C? ............................................... 0 ................................................ BRACED WALL-B M42V'.'U-K Z3 BRACED WALL PANEL ---------- ----------------------- NP-Bi BWP-B2 UP-Ki BE-K2 "BRAC �AL1-A] 3W L 3'0' 6-6! rf-; 4-a T 95'-61 4V 3W 4-01 47-a 23L6' IST FLOOR WALL BRACING CONSTRUCTION PLAN ALL ELEVATIONS @ 3/16' il-V SCALE SCALE: 3/16' : T-01 2'X6'STUDS 2 2-15-2022 REVISIONS @161 O.C. 1 7-13-2021 CONSTRUCTION DRAWING . .. ........ ........ ....... ........ . . ..... ........ ........ ......... WINDOWS NM DIM DESCRIPTION......... ......... ......... .......... . . . .. ........ ........ ........ ........ ........ .. ....... ........ . ........ ........ ......... 3/8'SHEATHING ssue r e v III s III o n rd ...... ........ ....... Id L PANEL-EXTERIOR i. ........ ........ .......... TABLER602.3(3) .......... ........ ......... INTERIOR TABLE MAMME m ......... ........ ........ ....... ........ R6013(1)OR R602.3(2) ........ ........ WOOD SCREW BASED IST FLOOR ......... ......... ........ ......... ......... ........ ANCHOR-TABLE ...... R301.2.1.2 WALL BRACING 4'V 34' 4-a N-V 1-a 46-V T-91 4-OP 4-a ...... ......... . ....... I I 1L? � I CONSTRUCTION PLAN MEKAL-A MOULL-K DETAIL BRACING WALL PANEL DRAWNBY CH SCALFE : NON6-11-15 3/46'=T-0, A.12 awn 2044 D€ m I C.D. CODE COMPLIANCE NOTE TABLE011,11 Bradley WINDOWPROTECTON SHEATHING DUSTWMBORDEBRURMONFAM0 COMPLY TO TABLE 3012.12,A,B&C 0 SCMME WOOD SRUffMPMU Architect P.C, F SPAQN (te)%b Architecture g FRi� LI J J J J Z Z z qmi 4 #< Gi <pd ■■■ .., ,,. W 110 North Park Avenue 3 � Rockville CentreNY 11570 HQ,$ 16 10 $ Phone - (516) 536-8585 2- LEITH Fax - (516)764-7507 NO.101�OODSC�1TLE�' 1TH RE{��BASEOk°�HO ymm 16 12 $ LLJ 2- YNI Bi d1e y R.A. 14.10RAGURBAR W9H 10 10 16 2-FXHR STLE{"v'GiH r r� 3'-' 9-9 41-C 40-U T 0' 2' ' 40 5-0' 'f-a 29'-3' BRACEDWALL-G BRACED WALL-G BRACEDWALL-H *CODE COMPLIANCE NOTE* ftp w For BRACING METM: ----------------------------------------- IN `u CEWONYSRES�DB�lIIAI■2020 \,- \ CODE Lewis � I \ / CS'PF-t�OP>>�TNUOUSIYSHFATHEDI�v'OOD I ' \ V / STRUM PAS TRE RK10.4d Residence 23 3'-6' 9-9 4'0' f0'-0' 4g 6 2 0' r f63' 7 4-0' 15'-0' 4'-0' TABLE 8602.10.5 I I BV-H1 BWP-H2 1500 Mason Drive CEDWALI.- BRACED WALL PANEL *CODE COMPLIANCE NOTE* Ctchogne, NY BPd'?- BWP- B�'JP \ �' � \ � - wPGr WP=G2 G3 ";5 \ / - WAAII.. -II�'SI'T� ma YWMI . :.:.. � � BRACED \Lt- ISYSRES�DBVilA1.2020SEC: R60�10, R60210■1,R602.102,R6021021,R6021022, \ / 86021023,RK104,R6110A Fl� \ / / \ \ pR CLIENT: � Dam BRACED WALL PANEL cdcbm NY P'ROWDESIGNER: I \ BmftAtP Avm ..�.yy44 11 A 'tt//((,,����'''O& NY 1157") a" .iYIY.lYp ,MM m \ \ 9_ ........................................... M / < <H- � � I \ \ \ \ BRACED WALL PANEL ' \ \ \ NEW CONSTRUCTION b r ' ::BlRACEDWALL PANEL::....:.... b 2112 STORY RESIDENCE J1 ..................... / / / I \ \ �- � � � � / / \ \ . Pr"sal m BRACED WALL-E a. BWP-E1 BWP•E2 - I / \ \ I BRACED WALL PANEL BRAC DWALL-C BRACEDINALL-K BWP-C1 BWP-C2 )T-KI Z BWP K1 ■ N I N FV C? m J J J I m . I 3 75 .............................................. o m <r lfillY.\Vi.V.'J.4.RV�J' •• ••' co v � �r o :•:7Vti.TJCVJRk'�::'•?:•': v so '9 ---- ------------- --- m v --- ------------ --- ---- 3 V - - g m CD BRACED�iLL-A12 WP-A WP- 4'0' A J, 14 _ IST FLOOR WALL BRACING CONSTRUCTION PLAN All MATTSIT=110 KALE SCALE: 3/46' : 1-0' 3 3-29-2022 REVISIONS 2 2-15-2022 REVISIONS 1 7-13-2021 CONSTRUCTION DRAWING M DA18 DESCRIPTION ZW ZZW W W W W W W issue revision 6 Q �\ Q CE Q Q ® ® 4 Q- d a a a a d a 9E 9i 9�i MAYMMU W W W W W W W W � L 29 m m m m m m m m FLOOR -V VWALL BRACING ��' 11-af0�-0' 6' 4-0' �' 5L �� 4� CONSTRUCTION PLAN f9-0' 23'-6' BRACEDWALL-D BRACED WALL-B BRACED WALL-A BRACED WALL-K DRAWN BY CH mm 6-11-15 X4W 3/16'=1'-0' As13 N. 2044 IMM C.D. TABLE R602.3(1)-FASTENING SCHEDULE WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND WALL SHEATHING TO FRAMING, TABLE R3011(1) Bradley AND PARTICLEBOARD WALLSHEAnUNGTOHLMG ajMATIC&G CDESIGN V2 DESCRIPTION OF BUILDING ELEMENTS y SPACING " 2 1d FJ14 IM M t 6 12g �NODEsIGH SUFE M M Architect P.C. OF FUER AND LOCATION TM R M A� ME -1 I 6 12g MI 4d Topographic Spec�lwind wfxl. omeow AdDs O I AY07 Awhitecture Manning ROOF 12-11N '�ICOL'JO MILORIM IVIS 6 12 LOAD CA71W T96 TIS. 48dbox�171xa11310r3M .... DESCRIPTION OF BUILDING DESCRIPTION ION OF FASTENER SPACING OF FASTENERS (0) deco M# debrism fm ELI* & Design 1 a Io our ab�P (271k&131)a3.10dbox(rxt12S) Toend MATERIALS I EDGES WM) I INTERMEDIATE SUPPORTS(INCHES) 25PSF 1 10 - M 401 C - S KM 1r YES 1112 MY 110 North Park Avenue orWfl.131'd3 OTHER WALL SHEATHING Rockville Centre, NY 11570 2 Ceiling JorsttD flop plate 44d bax(2.1C1xa11310r34i aim TABIER0 Phone - (516) 536-8585 (21x1' W31)or3.10d bx(rxa12r) Pbrjobtbed MOMMLINISIC 112 GALVANIZED ROOFING NAll.6d 3 6 MMEMCMUM TABLE R301Z.1.2 Fax- (516) 764-7507 or3-Tx0.13I1d3 FMMEMMMEN NAIL STAPLE 16GA,111ZLONG SOFA WIl�DBORNEDEBRIS PROTFCT`IONFAS'TENIl�`G Caging 1*not aftadned toparallel ratter,leaps over partitions(see sections 41�b�c(3'xa12610r3.1�ootr r Fere �131� LCeiu 111ZGAlVANr1EDRooFlNG NAIL 8d 3 6 SCHEDULE FOR FOOD STRUCTURAL PANELS k k;d Denise M Bradley R.A. 3 R802.3.1,8802.3.2 and Table R802.5.1(9)) (3 WxU 10r43xQ13rrnh S T CO1,10N NAILSTAPLE 16GA,1112LONG `+ ��) TYPFUtLOCAT�IOF 4 b I (M Tai 1O Famnd 25MSTRv'CiU�ICB.IIIII I N4 GALVANIZED ROOFING NAIL8d 3 6 COMt CON ► FASEE��RSPA=(II )A b FEW�M3�ATI oo ta3.sT�FIKINLO F TYPE < 4�t< 6i < pfamm RZ3.1,I�0?.32�IT�"e 85.1(9)) 1111 GALVANIZED ROOFlNG NAIL; endor111�x20gLd*dTb 4 0dlbv(TxU2810r3.10dw 8 MMER to W 4feet S6 <8 Crlbbttr' In rd � S�ITI sdCOMMON NAg.;stAPIEGALVANIZED, 4 For 5 R=1,R'�2.32rdTdh R�5.1()) (7x0.1 S1or43'ka13r r ) 1112 LONG;1114 SCREWS,TYPE WORS aging to N0.6V�OODSCRL� BA:)A`"4IORIS'tiH 3.1� cr 'I'IP�11481 -10d b 0d � � 1314 GALVANIZED ROOFING NAIL; CRO" 2- ITL 16 10 S 6 Rafterorroaf truss to plate E-. rr�s 1467ar410d boor Fbe (rd128 jar4 x0.191'rd3 12MUMM 8d0MON NAR.;STAPLE GALVANIZED, 4 8 0 �g ► d za � ND.101P. W SCREWBAS�A14lX)RVffH 1518 LONG;1518 SCM,TYPE IN OR S C1XW X9 3 2-�I STLBI�iH 16 12 8 41dPffxa1 ere fid anam Lewis Residence 02111a (3WIC." 410dbox Too WOOD STRUCTURAL PANELS,CO INATION SUB FLOOR UNDERLAY MENTTO FRAMING t z,�o '�-�UM�PIBAOORIFI 16 1a 16 ROMIUM 2 7 Roof rafters to ridge,valley or hip rafters or roof rafterto minimum 7 ridge beam ( 'xa1231a43'xa131'nab XAMLESS 0tL"A.OR1111:I !01 s 12 4-16d box(31/7 x 0.135')or 2.16d 74.1 I oRBd 6 12 CODE COMPLIANCE NOTE: 1500 Dfive common(3112'x 0.1627 or 4-104 box Erd r 1 -118 12 (3"x 0.1287 or 33-Tx 0.131"nails �I IL°3.OR10a I 6 _ WINDOW PROTECTION SHEATHING MUST COMPLY TO Cutchogue, NY ��� TABLE 8301.5 TABLE 301.2.1.2 AS PER 2020 IRC . a sbrdba�cJ(r�tetbreo�I ) 416daorrarrar xa1 24�o.c.face nag MNNIUM UNIFORMLY DISTRIBUTED TABLE 8301.6 . 10dba(rxa12StorftC.13rnab 1s o.c.face nag MIN.ROOF LOADS IN POUNDS-FORCE 1�box(3112'xa1331or3�ca131'r� 12"o.r;.face nag LIVE LOADS PnoleCt R un PER SQUARE FOOT OF HORIZONTAL PROJECTION 9 Stud to stud and abutting studs at intersecting wall comers(at braced wall panels) 10d(Mffl d1621 16"o.c.face nal (INPER SWAM FW') CL EN - LwbRaddimm 10 Bulltup header(T to 7 header with 111s1mr) 1OeI x21 1o.c.each edge face nil USE LIVE LOAD TR�iITARY LOADED AREA NSM 1500 Drtw 16d box(3112'x 0.1627 12"7 o.c.each edge face nil FEET FM ANY sem ,NB.W NY 5e3box(2IJ7xa117t 0r4W Uninhabitable attics without storage 10 (511) 11 Continuous header to stud ( IX0.13TI0410d box(,Td12T) Toe nail Uninhabitable attics with limited storage 20 OTOS 211 MMM MERNO Habitable attics and attics served with fired stairs 30 FLATORRLE� 12 Top plate lo top plate 4164 common(3112"x 0.162') 16'o.c.face nail Balconies(exterior)and decks SIO TI�'V464.P'HtFOdT.(1S) 21) 1t3 12 PROJECT DESIGNER: box "x 0. ');or3x0.131'nails 11 o.ra each edge face nag BmftArch1bdP.0 8-164 common(3111x 0.1621 or Fre escapes 40 RM4 K PERFWT(12) 110NachPackAvm Double top plate spice for SOCs A-D2 wifti seismic Woodwag fine spacing less than 25' 12d box(3117 x 0.1357;or 12d box(3" Face nail on each of the end JJoint Guards and handraf�s 2,0 70LE..�'l NI 12f.PE?FW?T(1.1) 16 14 12 Red*11116 4NY 11510 13 x 0.1281;or 12-3'x 0.131"nails each sum 24'laplap spruce longtin Guard in-fi!I components 50 R 12 N.PER I=(1.1) Ca De+� each side of lop jorrrt) 12 12 12 (Sid)�i6-SSBs a9 Double top plate sprice SDCs D0,D1,or 102;and braced wag line spacing greater or+to 25 SIN(31174W) Passenger vehicle garages 50 ANDGREATER led ... a1W 16'o.c.face nail Rooms other than sleeping rooms 40 14 Bohm plate in joist,rim joist,band joLst a bloddng(not at braced wag panels) 410.4J bm(3I)T x0.13,1 or2.1DJ 17 o.c.face nail Sleeping rooms 30 TABLE 83017 3.16dbu(Wxa1Mcr 3 each 16'o.c.face nag Stairs 40 A LOWABLEDE1=ON OFSTRUCTURAL ERS 15 , p eb rl;r b&rd jfta (dbr sdwd ) 2.16doormron plXxa1M er 2 each 16"o.c.face nag 4Cd13I1rm5 4 each 16'o.c.face nail LOAD-26 PSIF STRUCTUAL 1 ER U YVABE 4Ift( ICrx01.135)or3.1Cdbz ASPER F 301 s LNFOR INYS DEFLECTION NEW CONSTRUCTION (Mx&i3Y)ar4-Ww,ra TOO nall 08P®-4409PH WERSIAVNGSLOPESGOTERNT3r1 WO 2112 STORY RESIDENCE M=1311or410dba(;l�a1261 AS 301 F � WrATTQ0MRAFiES �' 16 Top or bottom plate to stud 04TW31' I KIWAL 1111MWALLBANDPARTTIN H eo 3.16d bac(3Utx0.1351or2.1d conroe AS PER FIGURE 83012.11 DESION1 CRITERI1-VSE WW IS 4O MPHORABO�VE S1&BE N FLS ll ! Pro1w SWI (3Wd1S21ar340d barr(3'xa1211') End read "4CEV►1TH11EAF3PAWOOD FRAME CMMMM CEU= 0M PIAS`R& t =) LACI or3-7d131r WK FOR 011EAND MFA<AYDSM-P1°FCb! 3.10dba(7 0.1351or21Moorr lir t� .: .� M. ) L�10 17 Top plates,laps at comers and intersections 1 or3TxQ131'r Fee rd ASPERRW ER3012M B Ti0I4ALRES.CODES .t ALL OTHER STRUCTURAL MEMBERS L1240f- C �') DMM CATAGORY WERIORIALLSIMLOW VfiIHPLASM HU 3-104 box(3"x0.1287 or t-16d common 8&WXR3N2P) TO FROM WEN ORSTUCCO FINISH18 1'brace to each stud and plate (3111x0.162)or Face nal "v A I FOR a3�'x 0.131"nruls EXiEI�ORVVALLS- LOADS V141H FIMSrLIIUM-1 OMBRIT1tE , . A box 2112'x0.113 ort-18d common AS PER R .11 A� RYDETAIL3 19 " ( 7 " O EXTERIOR WALLS-WIND LOADS'WITH W120 � - � 1 x 6'sheathing to each bearing (2112 x 0.1317 or 2-10d box(3 x 0.1281 Face nail TOffiE4WE RATEMHFAVY FLEXIBLE FINISHES � ' or staples,1'on,16 ga.1314"long AS PERFW 2A STATION MApa ll119SSUPI'Ottil�GN'ASOI�RYI�ALIS U600 3M box(2101"x 0.1131 or 3-8d common MCAY-MIlIff MMMPATE (2111 x 0.1317 or3.10d common AS PERR301.2V)DECAY '" (2112"x0.1311 ora-10d box(3'11281 WWER W.•S'IffWC 1- CM13 WM LzpmL"A*gm'cut 20 1"x 8"and wider sheathing to each bearing or 3 staples,l'aowm,16 ga.,1314'long Face nail AS PER K11012 CU"ATICCOf 13 FORHYS 1.Forfi� Iii, S beri los 6J= lobe Wider than 1"x 81. 4-8d box(2112'x0.113) ICENUAND -YES a0.7 ah r d W)bmhhmTabb R3M2(2) or 3.8d common{2112"0.1317ora-10d box AS�N SIX M7.1-14AREASV ETEAVERAGET�P.N 2.For aluminum structural members or panels used in roofi or walls of sunroom addrrtons or patio 3"3-128" oro sta es,1"311 or 6 1y4" "�"�N 25 F((4 OR�ORcep,�supporting edge of glass or sandwich panels the total load deflection shag not exceed ( ) ga� TABLE 83012(1 CiOTMS�O TEI AS ICE BARRIERNAT L160.For continuous aluminum structural members supporting edge of glass,the total load deflection FF(NI AWff BrtMM TOGEW OR A l SF�TSI 1.L U� shag not exceed U175 foreach glass rite or 1.160 forthe entire length of the member,whicheveris S 64 LBYI'3EX1Em� EAVES stringent For sandw� a h panels used in roofs wals dsunroom additions or patio covers, EDGE PONTATLEASr?�' THE Df19tI4R��.LLIHEOF the total bad deflection shag not exceed U1Z0. M. 3.Deflection forexteriorwags with Interior gypsum board finish shall be limited deflecon of W180 2 7-6-2022 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING Iib. DM DESCRIPTION Issue revision MA MM 20201NTERNATIONAL RESIDENTIAL CODE DRAWNBY CH WE 3-23-2020 SCAIE 1/4'=1'-0' PROD MND. 2014 As 14 DWG.NO. CD. MXSO -S BVDRI 0- pP.11 TYPICAL DRYWELL DETAIL Architect C. PAVEMENT Ar biteCtme lIIing EDGE OF COVER DRYWELL & Design 150.681 PRE-FAB 110 b4 orth Park Avenue gN 72° 30 _ — _ - ----'- Rockville Centre,NY 11570 _ - F Phone- (516) 536-8585 ® ® ® ® ® ® ® FILTER Fax- (516) 764-7507 ® ® ® ® ® ® FABRIC Denise M Brame R W ® ® ® ® ® GRAVEL y •�•• 01oxa'N1corrE `� o ® ® ® ® ® o FILL YIf�1 � MOM LEUNG POOL// \l 20'MIN.To � 4 � � o ® ® ® ® — � � FILL�R FR�TTTMB ® ® ® LEACHING POOL o „ � y � FILTER ® ® ® o FABRICPfopoW For DRIVEWAY \ ` \\ \\ \ \\ \\ \\ \\ \\/\\��\\�\\�\\�\\�\\�\\�\\�\\�\\ �\\�\ SANDOR IfIRREF � I � i' '\\ , i'\\\i' ' ' ' \\\i' \ CRUM / \ \ 1C•CI w 3,0. 09'.4' 74r ■ f--L-� RM M 1"�WAITEE�R ' W SECTION Lewis Residence PLANTER COVERED PORCH l TYPICAL DRYWELL DETAIL i SCALE' 1 STORY 1 STORY . N.T.S. �.. �o a? 1500 Maw Dfive DRIVEWAY Or co Cutcho NY W 1 STOR � w1118'SLOPE � COVER DRYWELL �a w Y PRE-FAB BPBDRPlE ( W o �9t5UK PROPOSED ( d p� 2112 STORY i ~-' a life �� \ 12.5' RESIDENCE I o ® ® ® rF • - o FILTER R w ` ® FABRIC W / ( 20.0 W o ® ® ® ® ® o GRAVEL CLIENT: M I o ® ® ® ® ® FILL LeWISPAUM mDd" ® ® ® ® ® _ 3 FILTER op; NY Qo cNL� 1 0rSORPIPE \. LLI C(Somw111SLOPE LL FILTER FABRIC cg- Ow 31.29' LLI L L L L L L L PR©JECr DESIGNERGAZEBO L LLLLLLLL C1� D OR L COVERED PORCH ABV L L L l ' L L BALCONY ABV. / //\//\// //\//\//\//\//\//\//\//\//\//\\//\//\//\//\//\ /\//\//\ ED ArcP G LLL LLL L�`LLLSm LLLL _LLLLLLLLLL 3'-0' 09'x' 3'-0' 110NockPAvc�o 01 52.21' �_LLLLLLLLLL LLLLLLLLLL Ratvt''�aCtr,NY11S10 SECTION (516) TYPICAL DRYWELL DETAIL co SCALE: N.T.S. o �, 1 NOTE: C) Z — — — DOL'ETIP MAYBE Mff M F IIVATStELEVATIONPER I& NEW CONSTRUCTION I ' NOTE. 2112 STORY RESIDENCE LUQ I 1. ALL DRYWELLSAND CATCH BASIS SHALL BEPRECAST, NON -DISTURBANCE WITH PRECAST OPENS FOR DMINAGE AND BUFFER m StIALLWM TO NASSAU(.'OII MSf 2 MMMYWELLSEUBECLEAND. SSI ZONE AREA I & NOSPEEDBUIIPSAREPERIuITITED. I W0 0 D BULKHEAD k ALL IN1AND PAVEi�tFWVWEL S SRU BE TERC0 —' I _ — _ — _ -- MNECTED AND%&NOT POND MORE � THAN r BFFO 0VEIf=.NGTOTHE STREET. i';�`% } �. LU S 74 Og' OOn W 73 57 �� / C-1k L00 MEAN HIGH WATER ADWATER B AS OF JULY 27, 2011 M -- / PER.PECONIC SURVEYORS COVE BUILDING ZONE ORDINANCE == ' WETLAND ' , �� W Cn CUTCHOGUE,TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK I SUM PROPERTY 8A2* R-40 - 1500 MASON DRIVE TAX MAP - 1000-104.00-07.00 c �c�J o RUNOFF CALCULATIONS BASED ON DESIGN CRITERIA T PER HOUR REQUIRED VOLUME TYPE RAINFALL AREA RUN OF REQUIRED HR / FT FACTOR C. FT / HR 2 7-6-2022 REVISIONS / i' ROOF 7112" 5,087 Sq.fL 1.00 848 c.$ 1 8-10-2021 DRY WELL DAIR ARFA 7112' 24,413 sq.fL 0.17 6"92&fL ` nEsclMoN O Issue revision Q T`07AL: 1,540 C.ft. n mAwmmm o O SITE PLAN DRYWELL PROVIDED � 3 � SCALE: 4/16' z T-O' D.W.NO. DRYWEIL& UA OYIDED E SITPLAN C.1 (5)1 X 8'X 3.14 628 c.ft. 1 (5)2X 8'X 3.14 628 c.ft. DRAMBY CH DAZE 3-23-2020 woODDOCOATING 1 (5)z X 6'X 3.14 471 c.ft. sCAIE 114,=1'-0, STTOTAL: 1,727 c.ft. PROMN0. 2014 ' Dwc.No. C.D. ELECTRICAL& REFLECTED CEILING LEGEND Bradley LiGHT SWITCH3LiGHT FIXTURE CEILING Architect P.C. SURFACE MOUNTED d`3 W/�iMMERHT SWITCH O 4' DOWNLiGHT RECESSED AwhitectumIIIIlIIg ON DN `P CEILING MOUNTED & Design 3 3-WAY LiGHT SWITCH ® RECESSED CEILING LIGHTING W/ WATER PROVED 110 North Park Avenue o DIMMER LIGHT SWITCH ® CEILING FAN Rockville Centre,NY 11570 DUPLEX ELECTRICAL OUTLET H. .D. HARDWIRE SMOKE Phone - (516) 536-8585 WALL MOUNTED - - DETECTOR Fax- (516) 764-7507 Fol0 F01 � O�TLET WALLUBLE EMOU�l7EDR1CAL © DETECTOR ARBON MONOXIDE COVERED PATIO RAISED PATIO DUPLEX ELECTRICAL OUTLET DUPLEX ELECTRICAL OUTLET Deniw M Bradley R.A. FLOOR MOUNTED W/ WATER PROVED 4-6 a-0 6-6 8-0 3-4 SUSPENDING LIGHTING 4 WALLWASH LiGHT a ® RECESSED CEILING MOUNTED lROBaTME on -r� OJ2 �- CHANDELIER ® LiGHT W/ VENT CEILING 4'-0' 7'-0' 7'-0' 4'-0' SURFACE MOUNTED 0 SCONCE WALL MOUNTED 10 SENSITIVE LiGHT WALL PmpmedFor MOUNTED DINING AREA -69 GUEST SUITE 4-01 r-01 7-0' A 9O"CLCLH 1 l CALE&ELECTRICAL NOTES Lewis O 0� (GO O 31-0' 101-0' 31 -0' p TIMER) Residence O I G.�.l 1 ALL WIRING TO BE SINGLE CABLE PULLS POiNT TO POINT 1 FROM PATCH PANEL IN UTILITY ROOM 1 41-0' 12'-0' r- 2 SWiTCHES AND CONTROLS FOR LIGHTS,VENTILATION, 4'-0' - - - - - 030, I ETC.,MUST BE PLACED 36'TO 48'FROM THE FLOOR. 15W M=D&C A. G1 i G.F.I. 1 OUTLETS MUST BE NOT LESS THAN 18'FROM THE FLOOR. CUtChO e, NY 61 K2 K1 a 1 3 DIMENSION ALL RECEPTACLES FROM CENTER LiNE OF 4 6'-0' 6'-0' O � - 71 O I RECEPTACLE. _ ® I I 1 1 DN 4 ALL TELEPHONE AND CABLE LiNE COVER PLATES TO KITCHEN HAVE SiMiLAR COLOR AND APPEARANCE g-0'CL.C%K `� �� 5 OUTLETS TO BE INSTALLED AT LOCATION SHOWN BY R L_J I DIMENSIONS ON THiS PLAN.NON-DIMENSION OUTLAST TO �- O� I 1 LJ I Op I BE WiTHiN REASONABLE pROXiM1TY OF LOCATION SHOWN. � ,: 012_ OF1 o SCREENED 072' I I 072, o I '---' I I � 6 WHEN OUTLETS ARE GROUPED TOGETHER(TWO OR MORE), PORCH I I s 2 THEY ARE TO BE NO MORE THAN 2'APART. BW M=Ddn Z3 �- - �- - - - - -i 1 L 7 CONTRACTOR SHALL PROVIDE ALL SWITCHES,COVER lily R F2 `r I PLATES AND ELECTRICAL FIXTURES. (516) 101-0' 10'-0' ol O12 011onI 8 ALL DEVICES AND DEVICE PLATES SHALL ALL MATCH. coma- ---, �� GREAT RM. j PROJECT DESIGNER �;; I )K 1 61 61I OPEN ABV. _ _ " - _ - - 1 REFLECTED CEILING NOTES 110 Ei_ Q r 042, f fi ®42• 1 04' p G4 - f -6F1-- -) I k -G.F1- -I I G.ff t Rocm`a Cts,NY 11SM O 4 BATH O " 1 9 1 49 1 2 1 11 LIGHTING SHOWN FOR LOCATION PURPOSES ONLY.REFER (S16) 2JE2 4'-3' 1'-9' 2'-6' 2'-6' " 2'-91 2'-9' I I TO ELECTRICAL DRAWINGS FOR ALL OTHER INFORMATION. CbdftDavbeRmft K1 Z:) 13 PANTRY — J L1 COORDINATE ANY CONFLICTS WiTH BRADLEY ARCHITECT. IDH11QIS H9 K9 F - - - - - o r—� — �42'� e e ZP 2 REFER To LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. G.F1. I « a' a' � 9'-0'CLG.H IDN 3 ALL FLUORESCENT LIGHT FIXTURE LAMPS TO BE SAME E2-69 4'-V 4'-6' 4'-6' 4'-6' 4'-6' 4'-6' 4'-61 4'-6' 4'-6' 3'-0' AL1 _ COLOR AND MANUFACTURER. r - - H..D. � 4 VERIFY FiNAL THERMOSTAT LOCATIONS WiTH OWNER PRIOR 00 I Op Oa Op Oa Op Oa Op Oa Oa TO iNSTALLATiON. I-, - DN I a 5 PLACEMENT OF ALL LIGHT FIXTURES iN AREAS WHERE MAiN 1-8 - LDRY. a C3 9`0'C�K �, U U X112 1 DUCTS CAUSE INTERFERENCE MUST BE APPROVED BY OWNER NEW CONSTRUCTION +- PRIOR TO INSTALLATION. 2 112 STORY RESIDENCE L - - � 2-6 50 2-6 _ DN p p O OM3'-9' C1 CLO.+ - - - - o 042' 4'-0' 5'-01 5'�01 4'-0' ` ✓ o'V" Prc- - - -GFI GF - _ - L DOOR SWITCH �- _ FAMILY RM I DEN - - I OPEN ABV. - 11'-6' 11'-6' a A2 - - - - - - --�- - - - � O t 012 O � t Wil,••^, ,;?,,.�� ATTACHED GARAGE 00 �t Z3 Op Op Op p UP 0 . FOYER WA 9'-0H O� O� J2 qp ZQ 4 7-6-2022 REVISIONS Z� \4 12 At 12Q 3 3-9-2022 REVISIONS 11 'k S1 12 2-15-2022 REVISIONS 5'-0' 91-0' 71-0' 91-0' 71-6' 1 5-13-2021 CONSTRUCTION DRAWING :o l�. DiA'!1K DESCRIPTION COVERED PORCH Bt X61Bf COVERED PORCH O O O 3'-3' 6'-3' 61-3' 31-3' O O OIssue @VISI 011 O O COVERED PORCHO O EUVW TIIB DN IST FLOOR REFLECTED CEILING / ELECTRICAL PLAN IST FLOOR REFLECTED CEILING / ELECTRICAL PLAN Al=MUM, EEMI RMM DRAWN BY CH SCALE: 114' = 1'-0' A ENMY&V" `�'UISTO CONRY DATE 3-23-2020 2020 IN I NATOR RBMMK ME SCAR 1/4'=1'-0' PROJECTNO. 2044 Es DWG NO. C.D. ELECTRICAL& REFLECTED CEILING LEGEND Bradley LiGHT SWITCH LiGHT FIXTURE CEILING Architect P.C. SURFACE MOUNTED $D 3-W Y LIGHT SWITCH 4' DOWNLIGHT RECESSEDP IIriIIIg CE1LiNG MOUNTED � j,�S1gII 3 3-WAY LiGHT SWITCH ® RECESSED CEILING LIGHTING W/ WATER PROVED 110 North Park Avenue o DIMMER LIGHT SWITCH ® CEILING FAN Rockville Centre,NY 11570 DUPLEX ELECTRICAL OUTLET H. A HARDWIRE SMOKE Phone- (516) 536-8585 WALL MOUNTED - DETECTOR Fax- (516)764-7507 — — — — DOUBLE DUPLEX ELECTRICAL CARBON MONOXIDE OUTLET WALL MOUNTED © DETECTOR DUPLEX ELECTRICAL OUTLET ��' DUPLEX ELECTRICAL OUTLET TkKfiSe All Biiey R.A. FLOOR MOUNTED W1 WATER PROVED SUSPENDING LIGHTING ® 4' WALLWASH LiGHT PROW= COVEM BNL(�1( RECESSED CEILING MOUNTED - - CHANDELIER ® LiGHT W/ VENT CEILING SURFACE MOUNTED SCONCE WALL MOUNTED SENSITIVE LIGHT CEILING Proposed For SURFACE MOUNTED R� _ .o 01 3 3 4-6' 6'-6' 4'-6' El jq_ CABLE&ELECTRICAL NOTES Levvis Residence 6'-6' D D O� O� O92 1 ALL WRING TO BE SiNGLE CABLE PULLS POiNT TO POiNT ZVI Z:) FROM PATCH PANEL IN UTILITY ROOM 4'-0' 12'-0' 4'-O' 2 SWITCHES AND CONTROLS FOR LiGHTS,VENTILATION,Or I • M.BDRM. ETC.,MUST BE PLACED 36'TO 48'FROM THE FLOOR. 15W Ddve BDRM 1 BDRM 2 3 DIMENSION LL RECEPTACLES FROM CEOUTLETS MUST BE NOT LESS THAN IB' NTER LINE OFFLOOR.M THE CQtCbOglle, NY C) RECEPTACLE. 4 ALL TELEPHONE AND CABLE LINE COVER PLATES TO HAVE SIMILAR COLOR AND APPEARANCE o' -�- 4 _V ¢ 5 OUTLETS TO BE INSTALLED AT LOCATION SHOWN BY Re n 'IT-0' T DIMENSIONS ON THIS PLAN.NON-DiMENSION OUTLAST TO BE WiTHiN REASONABLE PROXIMITY OF LOCATION SHOWN. CL ,; o Nt 6 WHEN OUTLETS ARE GROUPED TOGETHER(TWO OR MORE), 51 -0' 121-0' 5'-0' THEY ARE TO BE NO MORE THAN 2"APART. Lffk Reddmm ISOOMmudn 7 CONTRACTOR SHALL PROVIDE ALL SWITCHES, COVER QfthaM Y HALF WALL PLATES AND ELECTRICAL FIXTURES. OPEN BELOW8 ALL DEVICES AND DEVICE PLATES SHALL ALL MATCH. - 011 011 O11 PROJECT DESIGNER -EfF - '2 REFLECTED CEILING NOTES i>lox� p Gq ir 112 Rockv&CbtNY11SM 1 LIGHTING SHOWN FOR LOCATION PURPOSES ONLY.REFER (51 ®42' c TO ELECTRICAL DRAWINGS FOR ALL OTHER INFORMATION. I PI COORDINATE ANY CONFLICTS WiTH BRADLEY ARCHITECT. �G.F1 — PZ H.D. in R3 R4 R3 2 REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. �-� 5-7 � 4-5- - - - - - - - O O p�,,� " 4'-5' 2'-4' 3 ALL FLUORESCENT LiGHT FIXTURE LAMPS TO BE SAME ' rojw BATH 1 3-6 6-0 6-0 6-0 -n 6-0 6-0 3-0 c I COLOR AND MANUFACTURER. ®� O� O� O� O� O� L__ 4 VERIFY FINAL THERMOSTAT LOCATIONS WiTH OWNER PRiOR �, — — — I — TO INSTALLATION. �'�'�` `" I 5 PLACEMENT OF ALL LIGHT FIXTURES IN AREAS WHERE MAN �8 \l� �I �� i D c `" 9'-0'CLG.H. O� i LDRY. I DUCTS CAUSE INTERFERENCE MUST BE APPROVED BY OWNER NEW CONSTRUCTION G.FI ,% I►� \ _ — I PRIOR T°'NSTALLATI°". 2112 STORY RESIDENCE O� 010 011 4'-5' — —t — — l 5 BATH c At -- - - - o - - - 011BDRM 3 I $ I W.I.C. I II — ®42' OPEN BELOW ®42' 131 SZ `__1J I GF 1 - G.FI - kx - - - - - - - - - - - M.BATH f.1. < 0 J, 2-0 0 T-9' 31-4' 4'-0' 1232 1 �A1S3 81S1 89 - I } / - \ L - - - - - - - - - - - -- - Q G.F1 G.F.f.qp -- EP- 0 1'-9' V-3' c 6'-3' T-9' O� OK ON L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - J zo 4 7-6-2022 REVISIONS 3 3-9-2022 REVISIONS 1 2-15-2022 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING I"1: DAN DESCRIPTION BALCONY Issue revIS1011 MAWMM 2ND FLOOR REFLECTED CEILING / ELECTRICAL PLAN 2ND FLOOR REFLECTED CEILING / ELECTRICAL PLAN ALL CONSTRUCTION,ELECTRIC, PLUMBING DRAWNBY CH SCALE: 114' = 1'-0' &ENERGY SPECIFICATIONS TO COMPLY DATE 3-23-2020 2020 INTERNATIONAL RESIDENTIAL CODE SCAIE 114'=1'-0' E*2 PROIPCTNO. 2044 DWG.N0. C.D. ELECTRICAL& REFLECTED CEILING LEGEND Bradley LIGHT SWITCHLIGHT FiXTURE CEILING Axchitect RC. SURFACE MOUNTED $D W/W1MM IGHT SWITCH O 4' DOWN LiGHT RECESSEDP ri�IIIIIg CEILING MOUNTED & De31gI1 3 3-WAY LiGHT SWITCH ® RECESSED CEILING LIGHTING W/ WATER PROVED 110 North Park Avenue o DIMMER LIGHT SWITCH ® CEILING FAN Rockville Centre,NY 11570 DUPLEX ELECTRICAL OUTLET H. .D. HARDWIRE SMOKE Phone - (516) 536-8585 WALL MOUNTED DETECTOR Fax- (516) 764-7507 DOUBLE DUPLEX ELECTRICAL CARBON MONOXIDE OUTLET WALL MOUNTED © DETECTOR mise M Bradley ® DUPLEX ELECTRICAL OUTLET WP DUPLEX ELECTRICAL OUTLET R.A. FLOOR MOUNTED W/ WATER PROVED CONCRETE SLAB ABV. — SUSPENDING LIGHTING ® 4' WALLWASH LiGHT 1M19C TME RECESSED CEILING MOUNTED - - CHANDELIER ® LiGHT W/ VENT CEILING SURFACE MOUNTED p�,� SCONCE WALL MOUNTED C) SENSITIVE LiGHT CEILING j i"Y" F� Zt SURFACE MOUNTED CABLE&ELECTRICAL NOTES Lewis Residence 1 ALL WIRING TO BE SiNGLE CABLE PULLS POINT TO POiNT 10'-10' FROM PATCH PANEL IN UTILITY ROOM 2 SWITCHES AND CONTROLS FOR LIGHTS,VENTiLATION, '`ww,� • I T-9+CLG.H � ETC.,MUST BE PLACED 36'TO 46'FROM THE FLOOR. 1ST M OIL I)d'1VC OUTLETS MUST BE NOT LESS THAN 1B'FROM THE FLOOR. ClitChO e NY 3 DIMENSION ALL RECEPTACLES FROM CENTER LINE OF RECEPTACLE. 4 ALL TELEPHONE AND CABLE LiNE COVER PLATES TO HAVE SiMiLAR COLOR AND APPEARANCE 7�_10� 5 OUTLETS To BE INSTALLED AT LOCATION SHOWN BY R 0I DIMENSIONS ON THIS PLAN.NON-DIMENSION OUTLAST TO W ap um 1 1 BE WiTHiN REASONABLE PROXIMITY OF LOCATION SHOWN. CONCRETE SLAB ABV. CLIENT: WHEN OUTLETS ARE GROUPED TOGETHER(TWO OR MORE), L ewlsReddeam T-0'+CLG.H. � THEY ARE TO BE NO MORE THAN 2'APART. 1 Drl" 7 CONTRACTOR SHALL PROVIDE ALL SWITCHES,COVER fthaM NY PLATES AND ELECTRICAL FIXTURES. (516) 71-81 8 ALL DEVICES AND DEVICE PLATES SHALL ALL MATCH. O� PROJECT DESIGNER Z:) b B y&&fbdp.a REFLECTED CEILING NOTES 110NachP#AAv=e u U1 Im $ Rocb tfe CIr,NY 115710 1 LIGHTING SHOWN FOR LOCATION PURPOSES ONLY.REFER (516)9"M UP UTILITY RM. TO ELECTRICAL DRAWINGS FOR ALL OTHER INFORMATION. C COORDINATE ANY CONFLICTS WiTH BRADLEY ARCHITECT. T-U+CLG H3� 5 \1 2 REFER TO LIGHTING FIXTURE SCHEDULE FOR SPECIFICATIONS. ,� — — — — — — f 3 ALL FLUORESCENT LIGHT FiXTURE LpAMPS TO BE SAME ' "'jW F — — — COLOR AND MANUFACTURER. 4 VERIFY FiNAL THERMOSTAT LOCATIONS WiTH OWNER PRIOR I I I — — — I TO INSTALLATION. 5 PLACEMENT OF ALL LiGHT FIXTURES IN AREAS WHERE MAiN NEW CONSTRUCTION L3 I I DUCTS CAUSE INTERFERENCE MUST BE APPROVED BY OWNER I PRiOR TO INSTALLATIONcc . 2112 STORY RESIDENCE N 1 N I 5'-4' UP ( I Pf � I I I I II v� 6915 r-0'+CLC.H. T-9+CLC N GARAGE T- I I ,` _,,•:,�e CONCRETE SLAB ABV. co I II II II II I II I 3 7-6-2022 REVISIONS CONCRETE SLAB ABV. CONCRETE SLAB ABV. 2 2-15-2022 REVISIONS 1 5-13-2021 CONSTRUCTION DRAWING ND: DM DESCRIPTION CONCRETE SLAB ABV. Issue i'e V 1 S 10 In DIRAWMMM BASEMENT REFLECTED CEILING / ELECTRICAL PLAN BASEMENT REFLECTED ALL CONSTRUCTION, ELECTRIC,PLUMBING DRAWNBY CH CEILING / ELECTRICAL PLAN &ENERGY SPECIFICATIONS TO COMPLY DATE 3-23-2020 2020 INTERNATIONAL RESIDENTIAL CODE SCALE 114'=1'-0' E.3 PRomCTNO. 2014 DWG.NO. C.D. — �'�� ; a; �. — /,��, s„t�- �, ;, �, .., . � \; r v ;� V��e ,.- � \ �,- ,; �� � , �__,_,�_ r i e+ ,_ �K, �. i :,� f r — � �' '� �, t , � i `4=t 5o�i �S F, I CA D ECEPME F E B 4 2025 4 Building Department Town of Southold rf Y r;. k r 9� 1�. 4 E lei E . Ypop. r s fi r c `F El'1Yrj!4wy! .„+ AL 1 � 7 iY�M�Y - w 1MWkMr�• J _ ILI tY�RNIN6: -- I ., r Vjf .r s• f� �� ( '-" .�1��!•�r,, Syr P I t, 9 a jj - �rl TI I I � I r� •• I I .I a � �,}� l� 1�r r �d�f��l �;�(a�'�"` Y .. r — - +� �.. � 1 �-I/ /5 Y,�� `♦� �\`��,� 1 _` \�{�'S.h>is I U1 r� h a} �\ � \ � f +s• ! J r e � �11�.;.'' �(,,.tSI i � fj�^•i ; a ,j f, n , 6 1 r� __,-- Ole. '�_ Jul 1. ---�. _ ✓'�. _G Lv s II� � a� �i w: , 1 I i I i 0 -...:y;ti SM...p� � 'Wj�Y�`ht�ir.�t'•"���:!t�?i�' �+..,�s k' ` ��r� 1i�:. 4 �,y�•t 4 �y,�,� y � .' ,!f �` +T.•c- ♦�. ♦ r.} P'„ '/tyu'a' ��'e,t.: _� �R nPa'.' - 1. _ I .� W� oot � TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ I FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. r �000� [ ] FOUNDATION 2ND [ ] I ISULATION/CAULKING L [ j FRAMING/STRAPPING [y FINAL ] Soo [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION C L�Lco U� [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATI ON [ ] ELECTRICAL (ROUGH) [ j ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL r I I REMARKS: ' :;3, .;.�t�,. iL,` -- >� CNJ rr- r15s�, _� t - rl Li&A IMA�kE I S�v�lO�c�l l�J tJ N l a �d� r DATE INSPECTOR `.9rit .r �