Loading...
HomeMy WebLinkAbout51290-Z ho��OF SOUIyO!° Town of Southold * * P.O. Box 1179 0 53095 Main Rd 4 Southold, New York 11911 CERTIFICATE OF OCCUPANCY No: 46554 Date: 10/06/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3250 Pine Neck Rd Southold, NY 11971 SecBlock/Lot: 70.-12-1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/07/2024 Pursuant to which Building Permit No. 51290 and dated: 10/17/2024 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: "As built" alterations and additions and alterations including an attached garage, outdoor shower and deck with a trellis to an existing single-family dwelling as applied for. The certificate is issued to: Patrick Devlin , Allison Zaccherio Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1543 1/3/2023 ELECTRICAL CERTIFICATE: 51290 6/27/2025 PLUMBERS CERTIFICATION: Douglas Bufkins 7/15/2025 A tho d Signa'tuiu �o�aoFsouryo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51290 Date: 10/17/2024 Permission is hereby granted to: Patrick Devlin Jr 28 Harbor Hills Dr Port Washington, NY 11050 To: Legalize "as built"alterations and construct new additions and alterations to an existing single-family dwelling to include an outdoor shower as applied for. Premises Located at: 3250 Pine Neck Rd,Southold, NY 11971 SCTM#70.-12-1 Pursuant to application dated 08/07/2024 and approved by the Building Inspector. To expire on 10/17/2026. Contractors: Required Inspections: Fees: As Built Alteration $193.00 Single Family Dwelling- Addition&Alteration $933.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,226.00 Building Inspector hO��pF SO!/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 COO • Southold,NY 11971-0959 �O �yOOUNN,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick Devlin Jr Address: 3250 Pine Neck Rd City: Southold St: NY Zip: 11971 Building Permit#: 51290 Section: 70 Block: 12 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Indoor (✓ Basement I✓ Service IV Solar (— Outdoor 171 1st Floor (✓ Pool F Spa r Renovation F 2nd Floor f Hot Tub r Generator Survey I— Attic rr" Garage rl Battery Storage 1— INVENTORY Service 1 ph F Heat Duplec Recpt 24 Ceiling Fixtures 7 Bath Exhaust Fan 2 Service 3 ph I— Hot Water Gas GFCI Recpt 4 Wall Fixtures 6 . Smoke Detectors 2 MeterMainPane 200A A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel 200A A/C Blower 1 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect 1 Switches 16 4'LED Exit Fixtures Other Equipment: 200AMeter Main Panel 8 Circuit/2 Used, 200A Panel 60 Circuits /49 Used Notes: Garage Converted to Living Space, New Garage Addition, Service & Kitchen Reno HVAC -14 Inspector Signature: X e. Date: June 27, 2025 Sean Devlin Electrical Inspector sean.devlin(,town.southold.ny.us 3250Pi neNeckGarageAdd.Service Y✓}Lr4 ,`fir{ "- j Town Hall Annex r, ®� ®�¢` ; Telephone 631 765-1802 54375 Main Road u P. 0. Box 1179 SAP 6 2025 's' Southold, NY 11971-0959 R ®�} i��,���ar.�1t� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 7- 1 -5 — �~ Building Permit No. C) Owner: (Please print) Plumber: C2 t�•� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. V"' 4xi--or (Plumbers Signature) s Sworn to before me this i day of , 20 TIFFANY J BEREZNY Notary Public-State of New York cNo.01 BE6284112 Notary Public, T County Qualified in Suffolk County My Commission Expires 06/17/2029 1 5,�� %0 �o�aoF SOUTyolo # . # TOWN OF.SOUTHOLD BUILDING DEPT. 631-765-1802 I-NSPECTION [ FOUNDATION 1 ST/ REBAR [ ] 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 R ARKS- ct I DATE INSPECTOR OE SOUlyO� } # TOWN OF SOUTHOLD"BUILDING DEPT. coum, 631-765-1802 omro INSPECTION [ ] FOUN TION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAp� [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O Z RENTAL RE ARKS:rl, qvc ,t C DATE INSPECTO q/ OF SOUTyO� Z Ai c� # # TOWN OF-SOUTHOLD BUILDING DEPT. . cou . 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ].:FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION PIP ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: b DATE INSPECTOR * * TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 IN-SPE-C7- ROUGH[ON. [ ] FOUNDATION 1 ST/ REBAR [ 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/0 ' [ ] RENTAL REMARKS: 10ou G` /uk h) r'L(.SSv v. DATE Q- INSPECTOR pf SOUlyo�o TOWN. OF SOUTHOLD BUILDING .DEPT. coum,�'�' 63.1-765-1802 INSPECTION ' [ ] FOUNDATION.1 ST/ REBAR [ ] .ROUGH PLBG. [ : ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [. `] FIREPLACE.-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT;CONSTRUCTION f ] FIRE RESISTANT PENETRATION [- ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S_: - o DATE Ne INSPECTOR ,r f pF 50UlyO<o # # TOWN OF SOUTHOLD BUILDIN DEPT. � cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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 ZS INSPECTOR 5 'vim 0 laf SOUTyO� — # _TOWN OF.SOUTHOLD BUILDING. DEPT. utm� 631-765-1802 : INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAU ,KI�N�G- [ ] 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: C -n�l� e 2aM /175I'C-II 2. 2- 5 4444, Iry 1?1-. Ll c�tic ceteAAtnAk. 6gem s Pa o e- z4a eas ,rn,ysl he ZwSlce( gCs ULa of z - 4. DATE- 5 ANSPECTOR uadrant l{ Performance Materials SEP 2 6 2025 CERTIFICATE OF INSULATION -c.-'r 1113-ant PRODUCT ❑ EnviroSeal CC Platinum IAPMO UES#856 ❑ EnviroSeal OCX Platinum IAPMO UES#885 t>(I . VVA-L,S Z1- LCAL EnviroSeal CC Platinum Max IAPMO UES#942 942b '30S-S-%S 1,.5 �C C-r- -l� ❑ EnviroSeal No Mix IAPMO UES#855 ❑ EnviroSeal OCX IAPMO UES#885 ❑ EnviroSeal HFO IAPMO UES#854 Quadrant/EnviroSeal Lot#'s Ignition Barrier/Intumescent Coating: Manufacturer: Lot/Batch Thermal Barrier Coating: Manufacturer: Lot/Batch FOLD HERE CERTIFICATION • • This is to certify that - Quadrant Performance Materia Is Insulation System has been installed per the manufacturer's sp�-cifications. Job Site Address Date of Installation Builder Name K�� y20�3��sS Cl)Sl�� C%1. � �J Phone < <031 ���� ��•31 Builder Address a�� C G � �� �U�tw�� 1r 71�13� Builder Signature Date / Applicator Name C�2'�4 Phone 631 2159 - 1-13 Applicator Address Wo N t:wq� xv�' 6akm N'`i.• ���� Applicator Signature- Date 5'7 G 7 2 i Itrformance adrant Materials Quadrant Performance Materials 200 Industrial Blvd.,McKinney,TX 75069 1 Phone:972-542-0072 www.QuadrantPM.com ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold Planning Board September 12th, 2025 53095 Main Road Southold, NY 11971 RECEIVER) Re: Delvin Residence 3250 Pine Neck Road SEP Southold, NY 11971 i 2 Re: Existing Powder Room BP#51290 Building iDepartme Town of Southold At the Building Inspectors request, I inspected the renovated powder room—which was not complete at the time of your earlier visit—during the week of August 8. The review focused on the interior plumbing work serving this room, specifically the Drainage Waste and Vent system (DWV) and the Water Supply system (WS). The inspection was a visual, non-destructive review of accessible work at the completed condition (e.g., at fixtures, shutoff valves, traps, and visible connections). Fixtures were operated to observe performance and to check for any apparent leaks. Findings 1. The drainage and vent piping serving the lavatory and water closet are properly connected to the existing system. Traps, trap arms, and tie-ins are configured as required. Cleanouts (where provided) and visible piping present appropriate workmanship. No leakage or improper operation was observed during fixture testing. Work is in compliance with applicable sections of the IRC, New York State Residential/Plumbing Codes, and the Town of Southold Building Codes. 2. Hot and cold supply lines, shutoff valves, and fixture connections are installed as required. Fixtures were operated with no observable leaks or irregularities. Visible piping and terminations exhibit proper installation. Work is in compliance with applicable sections of the IRC, New York State Residential/Plumbing Codes, and the Town of Southold Building Codes. Result Based upon my inspection of this powder room renovation and to the best of my knowledge, belief, and professional judgment, the plumbing work as installed complies with the approved plans and the applicable provisions of the IRC, New York State, and Town of Southold Building Codes. Please feel free to contact me if you require any additional information. Respectfully submitted, CERF-D ARC Zackery E. Nicholson, RA �,�� �.�E.Nrcy y'rF ZEN Design °�s N� Z s� 0444215 qTF OF NEV�1 ,l0 Page 1 of 1 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) C ----------------------------- ------- • aj'`G+L FOUNDATION (2ND) -� �k- rix z O el k4w / n v` cn H ROUGH FRAMING& H PLUMBING O I 1 y M G I GO�IAti. 7p r� INSULATION PER N.Y. STATE ENERGY CODE dJ �GU�1 C G I UIG�,IJ►'L' D(d �� C�ruev� �' off• � ass FINAL ADDITIONAL COMMENTS C� 5f p G��i'!L tip L - S .o roes� a � X oX H � z � x �b H 1 I ��gUFP°t rco TOWN OF SOUTHOLD—BUILDING DEPARTMENT =o G Town Hall Annex 54375 Main Road P. O.Box 1179 Southold NY 11971-0959 w x. � Telephone(631)765-1802 Fax(631) 765-9502 hgps://www.southoldtownny.go_v +>w Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D � PERMIT NO. 5 12-q Building Inspector: `J AUG - 7 2024 Applications and forms must,be,filled out in their entirety.Incomplete, . applications will not be accepted.'Where the`Apphcant is not the owner,an' BUILDING DEFT. Owners Authorization form(Page 2)shall be completed: TOWN ..)F SOUTHOT Date:08.05.24 OWNER(S)OF PROPERTY. Name:Patrick&Allison �V r,n sCTM#soo , 0-70-12-1 Project Address: - Southold NY 11971 _�.�_..... .. ess.,__ _._.e�r_ .._..___......__...T..�_._. ma... _..._ d..3a 0.�_'P�nc_Ncck Rd.._.6qqPr%6k.__ Phone#:516.474.7030 Email:azaccherio@yahoo.com Mailing Address:45 Parkway - Southold, NY 11971 CONTACT PERSON Name:Zackery E. Nicholson, RA Mailing Address:1250 Evergreen Drive„ Cutchogue, NY 11935 __..._..._..__......______._..___..__..___ _._.....__...._ ._.._._._.T._.__._ Phone#:631.513.6589 Email:ZENicholson.Arch@gmaii.com----------- DESIGN PROFESSIONAL INFORMATION.- } Name Zackery E. Nicholson, RA Mailing Address:1250 Evergreen Drive - Cutchogue, NY 11935 Phone#: 89 65 3 .63151 . Email ZENicholson.Arc ar mall com ..._ ....._..... _�...6_,..._.._ _...._ _....... _.__,_.__.._.__.... _._ -. .... ._._ h__......_ _.___.. .._._g _ ___.__..._ ..w._._._. CONTRACTOR INFORMATION: Name:Ken Robins Custom Renovations, LLC Mailing Address:365.Pequash Ave - Cutchogue, NY 11935 Phone#:631.484.8931 Email:champxterrapyahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: •❑Ot h e r Partial As Built Application $300,000 Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? WYes ❑No 1 P0OPER7,V,, M VORMATtON� .t.i..�F ,i •�.. ,i, ..f . r. /1.5„n �� u. ,." i.4...i.'.s Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑No IF YES, PROVIDE A COPY. ❑Cheek BOX After Reading The owner/contractor/design professional is responsible for alhdrainage;and storm water issues as provided by Chapter z3Gof`the Towr Code APPLICATION IS HEREBY'l1AADE to the Bmlding Departmentfo�the,issuance ofa Building Permit pursuant to the`Building Zone Qrdinance of the Town of Southold,Suffolk,County,New York and"other applicable Laws,Ordinances or Regulations;:forthe construction of buildings, additions,alterations odor removal of demolttion as herein descnbetl e�The applicant agrees to comply withal)applicable laws;ordinances,building code,> housing code and regWations and'to admit`authorized inspectors on premises and in burl ling(s)for necessary inspections False statements matle herein are, punishable ara Class A misdemeanor pursuant to Section 210 4S of then New York state Penal Application Submitted By(print name):Zaekery E. Nicholson, RA BAuthorized Agent ❑Owner ...... __ Signature of Applicant Date 7�Z CONNIE D. Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2da' 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 '11 day of 20 a k / ��''� � &A'V Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, TUCK /�_��'`� residing at 3250 PINE NECK ROAD-SOUTHOLD, NY 11971 do hereby authorize uy �^ r' 'C' to apply on my behalf a TowAoou old uilding Department for approval as described herein. l�j L. 07.13.24 Owne s Si nature Date Print Owner's Name 2 SUFFO(,�c BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD o . Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 41- �p0�' Telephone (631) 765-1802 Temporary Certificate # 1� o Date Eovem�J 12, 2024 Customer Name ��D�V ``I�J� Electrician Name u ' Address 2 v ¢ NtaI�C .�. SIouTk of Phone 631 -29 $9 e-mail e-mail G 05 /70 Q Phone License# 3 Size 00 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 4 fs J�� �a so ;. } BUILDING DEPARTMENT-Electrical Inspector wk TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4 Telephone (631) 765-1802 - FAX(631) 765-9502 rogerrO)-southoldtownny.aov- seandg-)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Inforrnation Required) Date: Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: Clos5170@gmail.com Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Patrick Devlin Jr. Address: 3250 Pine Neck Road Southold NY 11971 Cross Street: Parkway Phone No.: 631-298-4588 Bldg.Permit#: 51290 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition/Renovation Electrical Work Lighting Devices 200 Amp Electrical Service Upgrade S uare Footage: s5o Circle All That Apply: Is job ready for inspection?: ❑ YES❑✓ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: Z YES❑NO Issued On 2-2-0 Temp Information: (All information required) Service Size❑✓ 1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑✓ Service Reconnect❑✓ UndergroundElOverhead # Underground Laterals b4l M2 F1 H Frame Pole Work done on Service? ' Y N A—q�dr�ditional�/Information: .iCkSPIS ale.-f L� C��►�1 SQ �;� 1 S 1�% Z�✓LGKf1r�r�,(, J► L^) �+C`s \ S�C�+t �� k W4 �- PAYMENT DUE WITH APPLICATION 1(1'3/ ;?50 8r-#- 6-iago CI- 12 r : .� /<'Q) aso BUILDING DEPARTMENT;-Electrical Inspector 0 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCa-southoldtownny.Qov seandCa�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date Company Name: Custom Lighting of Suffolk Inc Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: Clos5170@gmail.com Elec. Phone No: 631-298-4588 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Patrick Devlin Jr. Address: 3250 Pine Neck Road Southold NY 11971 Cross Street: Parkway Phone No.: 631-298-4588 Bldg.Permit#: 51290 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition/Renovation Electrical Work Lighting Devices 200 Amp Electrical Service Upgrade (III Square Footage: s5o Circle All That Apply: 1-79 0 Is job ready for inspection?: YES❑✓ NO ❑✓ Rough In El Final Do you need a Temp Certificate?: YES ❑NO // /2 v 2 Issued On�/1A; � 4 Temp Information: (All information required) Service Size ✓❑1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑New service[]Fire Reconnect[]Flood Reconnect 0✓ Service Reconnect 0✓ Underground00verhead # Underground Laterals M 1 2 F1 H Frame Pole Work done on Service? MY N Additional Information: �?;{ist��� C �. tom. Ovj ScVU{t-\ 'S ti PAYMENT DUE WITH APPLICATION 1( /'3 12-q re r--*, 10&go y CI-O 121 S PERMIT# Address: Switches Outlets GFI's - Surfacel Sconces H H's UC Lts FridgeI HW oL.,^ POOL Fans Mini Fr. - W/D Panel Pump Exhaust ` Oven Sump Heater \. Trnsfmr Smokes DW1 Generator Salt Gen. Carbon Micro GrbDis Water Bond =-- Lights --qat 1 Pucks ERV l - HOT TUB SPA Inst Hot [�eHum Transfer Disc J Co.m'bo - Cooktop Minisplit Blower ' AC AH Hood Blower C Service Amps Z e Have &0 Used Sub Amps Have Used Comments 2&0 2,- U , SYMBOL LEGEND BEARINGS SHOWN El MONUMENT FND �O MANHOLE TEST HOLE BASED ONL BER1 1909 HEREON R PAGE 449 0 I.P. / I.B. FND "A"-INLET TREE 6, I.P. / I.B. SET "B"-INLET SHRUB 1035b SPOT ELEVATIONS YARD INLET 0 BOLLARD UTILITY POLE YARD INLET . WETLAND FLAG >— GUY WIRE [EJ ELECTRIC METER CANT. CANTILEVER �— UTILITY POLE W/LIGHT © GAS METER FE. FENCE LIGHT POLE WATER METER MAS. MASONRY SIGN pa GAS VALVE PLAT. PLATFORM —V— PVC FENCE (PVC) WATER VALVE W.W. WINDOW WELL STOCKADE FENCE (STK) B/W BAY WINDOW —x— CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE WIRE FENCE R/O ROOF OVER FIRE HYDRANT D.C. DEPRESSED CURB A/C UNIT ® CROSS CUT G.O.L. GENERALLY ON LINE A STAKE O/L ON LINE R.O.W. RIGHT OF WAY PINE NECK ROAD EDGE OF PAVEMENT ----------------------- ------------------------------------ CLF f 0.2' WRF CLF FND OIL 0.? MN 0.4.E N85055'20"E - 81.52' 0o8'f 0.�9 3' WOOD RAIL FEN. -- Gy 6' CHAIN LINK FEN. CLF WRF OIL O�4V� O -4--0.9' OILf BRICK NYJ D vJ / COLUMN / nj 1 1v N a / FM LOT 33 ' O I CO TAX LOT 1 Q 1 O I n l I ., I 1 35.3' �1 w 2�.2' SET I STK SET ST II �° < I K o Z w� l o o l MT 1 ^ 1 9'0 24.0' WRF I R/O T 0.6, w I W/CONC"-- o o i M2.o' POOL W 1 7'N 9.5' m ST PROPOSED TAX LOT 2 I ORY ME IN POOL POOL BU 2.9' � GRU PING ro OOL z I #45 (34' X 16') w 1 � R'W&ER B 24.0, Y W I W/GRA BUR z EL _'72-� T z " a j CONIC 0 ENCLOSED i,I � I M - i O I DECK "^i I -_12.1' 1 10 -'J j o 01 POOL coNc. � �� 15.7' � I I 43.1' SET 1 2D.0' STK A I CONIC. STK 1 ^4 1 O a O I1 N O 1 � C 1 o U 1�? 1 O ME"�. 1 CLF FSNEO FND CLF I •7f 4' CHAIN LINK FEN. q5'f f 7.1D' 206f 20 DRV .4'f 6' CHAIN LINK FEN. 0.6' — 129.01' PVC S85°55'20"w PVc i cLF - ----- - -- I FEN 0.6=► FEN I ASPHALT GAR I w FEN 0.6' 2•3'f I DRIVEWAY f 2.0' 1 I 10.0' c� a GAR > t 5.6' FM LOT 32 °- 31.3 TAX LOT 6 i TAX LOT 7 GARAGE i GRAPHIC SCALE 20 0 10 20 LOT AREA .� 16,099.60 S.F. ( ) 0.37 AC. IN FEET 1 inch = 20 ft. 1 11 15 2023 POOL STAKE OUT I MC JTS REV DATE DESCRIPTION I BY CHK �O F N E tV / 1, SURVEY OF PROPERTY SEA 0 SCALICE 45 PARKWAY, SOUTHOLD, NEW YORK 11971 CO�o ��.. ���Q �� /'� LOT 33 a n d surveying MAP OF SOUTH WOOD o m 2400 jslandsurvey.com P:631 —957— far FILE DATE: 11/24/1953 MAP NO. 2141 2 J� 1 South Bay Avenue, Islip, NY 1 1751 SITUATE & 050736 �O kq Np S�Q DR.:MC CREW.:JM SCALE: 1" = 20' TAX MAP NO. TOWN OF SOUTHOLD DATE SURVEYED: 11/06/2023 JOB No. S23-4574 1000-070.00-12.00-001.000 SUFFOLK COUNTY, NEW YORK (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED IAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209.SUB-DIVISION 2.OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION 15 LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP.(4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ME NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ME NOT[MENDED TO GUIDE THE ERECTION OF FENCES.RETNNING WALLS.POOLS.PATIOS PUNTING AREAS.ADDRIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(8)THIS SURVEY WAS PERFORMED WCH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY.NOT SHOWN ARE NOT GUARANTEED. (10)IF THIS SURVEY WAS PREPARED—HOUT THE BENEFIT OF A TITLE REPORT.THE EXISTENCE OF ANY COVENANTS.RESTRICTIONS,EASEMENTS AND/OR RIGHTS OF WAY OF RECORD.IF ANY.MAY NOT BE SHOWN OR ADDRESSED AND ARE NOT GUARANTEED. SYMBOL LEGEND BEARINGS SHOWN HEREON ARE El MONUMENT END U MANHOLE TEST HOLE BASED ON LIBER 11909 PAGE 449 0 I.P. / LB. END "A"-INLET TREE # I.P. / I.B. SET "B"-INLET SHRUB x 1035' SPOT ELEVATIONS YARD INLET BOLLARD Q, UTILITY POLE YARD INLET . WETLAND FLAG >— GUY WIRE E❑ ELECTRIC METER CANT. CANTILEVER �- UTILITY POLE W/LIGHT ❑O GAS METER FE. FENCE j LIGHT POLE O WATER METER MAS.MASONRY SIGN GAS VALVE PLAT. PLATFORM �- PVC FENCE (PVC) WATER VALVE W.W. WINDOW WELL �r STOCKADE FENCE (STK) B/W BAY WINDOW —x— CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE —— WIRE FENCE R/O ROOF OVER Ya FIRE HYDRANT D.C. DEPRESSED CURB 'Z A/C UNIT ® CROSS CUT G.O.L. GENERALLY ON LINE A STAKE O/L ON LINE R.0.W. RIGHT OF WAY PINE NECK ROAD EDGE OF PAVEMENT -------------------------------------------------------------- CLF / f 0.2' WIRE FND 0/L 0.3'� i CLF MON 0.9" 0.44 N85055'20"E 81.52' 0. -11� ' WOOD RAIL FEN. / - — - / 6' CHAIN LINK FEN. CLF WIRE f 0 9L O/L 0. � BRICK / VYJ�D,°•J / COLUMN o FM LOT 33 O I CID TAX LOT 1 Q I O 1 CM) 1 1 I 35.3' w SET 1 27.2' STK SET a STK I ED 2SS � o a 1 9.0' I o l WRF 1 Rio 24.0' I CONC.L� o o iL _ �2.0, POOL 9.5' 1 0 ST PROPOSED TAX LOT z 0 ' OR y r 2.9, BURDME INGROUNDLpo N 1 H45 G (34 X 16') OL -� 24.iIM@Ek CUR@ 0' Y w l Wj CRAVEL z �I a I 1 CONC p ENCLOSEp 1 n DECK ^i O 1 �r I -_12.1' 0 CONC. POOL oI 15.7' I I 43.1' SET A 20.0• STK SET ' CONC, STK r` I 1 O O � A I R Q Mo V ° _ �O.Z I " FR pME"�. CLF SHED r END CLF 1 DRV 2.7 4' CHAIN LINK FEN. 4.5' }7H' 2.6 0 2.4' 6' CHAIN LINK FEN. 0.0 ' 129.01' PVC --SB5055'20"W PVC CLF ' FEN FEN 0.6=► 1 _ - ASPHALT GAR 1 w 23'� -►0.6' ;2.3't . 1 DRIVEWAY 10.04, �2.0' � a GAR >FM LOT 32 a 31 3. 15.6' TAX LOT 6 e TAX LOT 7 GARAGE 1 GRAPHIC SCALE 20 0 10 20 LOT AREA ❑� ❑ 16,099.60 S.F. 0.37 AC. ( IN FEET ) 1 inch = 20 ft. I1 11 15 2023 POOL STAKE OUT I MC JTS REV DATE DESCRIPTION I BY CHK �f OF NEW SURVEY OF PROPERTY ��,�•�- A P O LEA pl O S CAL I C E 45 PARKWAY, SOUTHOLD, NEW YORK 11971 LOT 33 and surveying MAP OF _ SOUTH WOOD o mjslandsurvey.com P:631 —957-2400 FILE DATE: 11/24/1953 MAP NO. 2141 1 South BayAvenue, Isli NY 11751 S 050736 � p' SITUATE & �A NO SJ� DR.:MC CREW.:JM SCALE: 1" = 20' TAX MAP NO. TOWN OF SOUTHOLD 16 DATE SURVEYED: 11/06/2023 JOB No. S23-4574 1000-070.00-12.00-001.000 SUFFOLK COUNTY, NEW YORK (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209.SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ME GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3)CERTIFICATIDNS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP 15 PREPARED.TO THE TN LE COMPANY.TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP.(A)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNDWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ME FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ME NOT'MENDED TO GUIDE THE ERECTION OF FENCES.RETAN114G WALLS.POOLS.PATOS PLANTING AREAS,ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(B)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS JO ROBOTIC TOTAL STATION. (R)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. (10)IF THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT,THE EXISTENCE OF ANY COVENANTS.RESTRICTIONS.EASEMENTS AND/OR RIGHTS OF WAY OF RECORD.IF ANY,MAY NOT BE SHOWN OR ADDRESSED AND ARE NOT GUARANTEED. SYMBOL LEGEND 0 MONUMENT END O MANHOLE � TEST HOLE BEARINGS SHOWN HEREON ARE � BASED ON LIBER 11909 PAGE 449 0 I.P. /I.B. END M "A"-INLET TREE #1I I.P. / I.B. SET "B"-INLET SHRUB 16S55 SPOT ELEVATIONS YARD INLET 0 BOLLARD �3 UTILITY POLE YARD INLET . WEILAND FLAG > — GUY WIRE 13 ELECTRIC METER CANT. CANTILEVER a UTILITY POLE W/LIGHT © GAS METER FE. FENCE ( LIGHT POLE ❑W WATER METER MAS.MASONRY �- SIGN D4 GAS VALVE PLAT. PLATFORM PVC FENCE (PVC) WATER VALVE W.W. WINDOW WELL �r STOCKADE FENCE (STK) B/W BAY WINDOW —x— CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE — WIRE FENCE R/O ROOF OVER FIRE HYDRANT D.C. DEPRESSED CURB A/C UNIT © CROSS CUT G.O.L. GENERALLY ON LINE A STAKE O/L ON LINE R.O.W. RIGHT OF WAY PINE NECK ROAD EDGE OF PAVEMENT --- - --------------------------- ----- ------ CLF ----- }O.2' WRF / FND 0/L 0.3� CLF+ MON 0.9' i� 0.4' N85°55',20"E—� 81.52' 0.8'f J� WOOD RAIL FEN. / -- 0 - - // Cy 6' CHAIN LINK FEN. OIL WRF 0.2 f / 0R`�Vy �O f-0.9' O/L 1 a J BRICK COLUMN / j FM LOT 33 O r qj TAX LOT 1 0 4 I n O 1 ^ E/] I I I lr 1 35.3' �J r w 1 2 7•2' SET w 1 STK SET < Sr I 2Ss- I nK ID w 11 1 o p 1 1.1 r 9.0' 24.0' WRF R/O T 0.6' w 1 w/CONC o o -2, POOL D' 1 N 9.5' GO ll ST PROPOSED TAX LOT 2 0) 1 OILY AM POOL t` 2.9 BUILDING IN z 1 //45 (34'X 16) w TIMBER CURB 24•0' Y ly z 7 �1 a ll CONC. o ENCLOSED ^i " 1 - DECK ^i ko 1 -_12.1' i I o - -_� Io or POOL coNc. ^ 01 15.7' d 43,1• ser I 20.0 STK SET 1 CONC. STK 1 I W 1 2 1 O O O I N O r7 � z o I ZCLF 10.2 1 � FRPME"�. O r END CLF 2 4' CHAIN LINK FEN, SHD SHED SHD MON 0.3� OR6 4.5�* * *7.1 g f 2.4 6' CHAIN LINK FEN. i _ 129.01' PVC S85°55'20"W pvC CLF ----- - `� FEN FEN 0.6 ► I --- ASPHALT GAR 1 w FEN2.3' 2.3'? 1 DRIVEWAY 10.0'�( �2.0' a GAR ? 15.6' FM LOT 32 ° 31.3 TAX LOT 6 TAX LOT 7 I GARAGE I GRAPHIC SCALE 20 0 10 20 LOT AREA 16,099.60 S.F. IN FEET 0.37 AC. ( ) 1 inch = 20 ft. 1 11 15 2023 1 POOL STAKE OUT MC JTS REV DATE DESCRIPTION BY CHK /� SURVEY OF PROPERTY NEIV�Q LEA p� O 'f SCALICE 45 PARKWAY, SOUTHOLD, NEW YORK 11971 � o`er ��ti�� / LOT 33 � .. .� a in surveying MAP OF t � o mjs1cndsurvey.com P:631 —957-2400 SOUTH wooD FILE DATE: 1 1/24/1953 MAP NO. 2141 1 South? BoyAvenue, Islip, NY 11751'S 050736 J p SITUATE & /-A NO S DR.:MC CREW.:JM SCALE: 1" = 20' TAX MAP NO. TOWN OF SOUTHOLD DATE SURVEYED: 11/06/2023 JOB No. S23-4574 1000-070.00-12.00-001.000 SUFFOLK COUNTY, NEW YORK (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A`nOUTION OF SECTION 7209.SUB-DIVISION 2.OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY.TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED 014 THIS BOUNDARY SURVEY MAP.(A)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS.POOLS.PATIOS PUNTING MEAS.ADDITIONS TO BUILDINGS.AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED. (10)IF THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TRLE REPORT,THE EXISTENCE OF ANY COVENANTS.RESTRICTIONS,EASEMENTS AND/OR RIGHTS OF WAY OF RECORD,IF ANY.MAY NOT BE SHOWN OR ADDRESSED AND ME NOT GUARANTEED. � 3 2025 w i s �� ,p - N ���• .Ft�a , �-� 4)-._L� ew.xroa,`c�� � w r ^�• 6`'',4gl y � ° �t � �,�j �,. Lm cavFwAce w�a;, � 9 a��� � — r 3dr d d 7 ^,s. �' 'B mcx vomrami ro.>Awsc g��5 0- i 6,�iT �'-► �"}},ir ��Y � N, �,.�I.ar www uaan en ���� 'L � m� b�g:A I rOt� it2?;1.E ■"�f �d � �*t a*�'r-2j �', + eew,we,®omre w,w wm Mw _ '' t� �u-I�b LOCATION MAP eras g scwLe,xra aeanaaus�enaL ,e.•d"°'`——� ' w GLEAN-OUT DETAIL ' I I r I °a rs rrer uao.,e.. m amwTua s,.T 1A i em.e,.Mm..aa.mareww,.,m. A59pLT otsTn I w,o�wno R4xu®rwM GPtDINSJ �w'^. caaoa rnwca t•ro w• o "' � \ 1 PROJECT: \ ZACCHERIO ---= ----- -------�q SEPTIC "„„ 45 PARKWAY,SOUTHOLD,NY, r»e+.eaoe 11971 PARK WAY 5 io 3o 90 40 O i—iDRAWING TITLE: 917E PLAN 6RAPHIG SCALE SITE PLAN E%ISTING SEPTIC SYSTEM ecKe,i.ioc• NOTESSUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.S.REFERENCE NO.:R-22-1543 PAGE: SUFFOLK CoIMIY DEPARTMENT OF HEALTH SERVICES SP-101.00 H.S.REF.No.R-11-1543 The existing sanitary system has been certified aArEluxaiz2 1oP1 as acceptable by a licensed design professional. Cased on the information submitted,ithas been determined that this This approval makes no representation on the project does not require additional sewage disposal or watersupply part of the Department as to the integrity of the facilities. existing sanitary system. V Total Maxiinnllr Cedroom5(3 a V3Q3 Date Office of Wastewater Management PROJECT/ZONING DATA OI . ' IL `-15 16 �B? cc� 4A de ' ,po d' .RI`t7 ��a 2�M• ', TAX MAP a 1000-70-12-1 O Z O '7�a11 Ty>+5 9 p i r Ag SITE LAYOUT NOTES: W 20NIN6 DISTRICT R-40 NG I. THI5 15 AN AR01ITEGT5 SITE PLAN 4 15 W O 9 1 4 40 9 1s 1 W L } ' 9 r•ZO"� Z� "' SUBJECT T THE ITIONBINFORMATION A LICENSED jJ d �Gy, ,j1 REPRESENTED ON THIS SITE PLAN 15 TO THE a lWL wN At 7 LOT COVERAGE ARCHITECT'S BEST OF KNOWLED&E. Z a; DESCRIPTION(FOOTPRINT) AREA %LOT 2.5URVEY INFORMATION WAS OBTAINED Q 5UB-IEGT PROPERTY ' 49i s r. _ COVERAGE FROM A SURVEY DATED NOV.12,1991 AND J J 17 `I P f `i so , ti' L t .t 19.�r' TOTAL LOT AREA I6S52.5 S.F. PREPARED BY, Y LEE LUTZ SURVEYOR P.G O 00 EXISTING I STORY HOUSE 1,455.0 S.F. 8.8% 125 ROUTE 25 A IL u ROCKY POINT,NY,11T16 M) } a}m I� �.' rA ',�,LiZ y 1 g - 6 ;" C• TOTAL AREA OF ALL STRUCTURES 1495.0 S.F. 615% TELEPHONE:(5I6)144-2055 pV1EiG� TER Z F38; o —MAXIMUM LOT CZVERA&E ALLOVCD-20% O 140°I. FLOOD MAP DATA, a J 00 I y b qP R' a 4.IO 49 ylC' �I'V'..lky$' L... MAP C:%103G0166H Z O A FLOOODAZONoaz2snooq H( GRLTTE T :,10 °yyEu-Iy1p.77:R f Z Q 2.BIRFAGE WATERS OR WETLANDS ARE NOT �SLIG LOGATEV WITHIN 9OO'OF'THE PROPERTY. 1 Z S.ELEVATIONS REFERENCE NAVD 1966 — 4.ANY VISIBLE LOCATED WITHIN 150' 1 OF SUBJECT PROPEROPE RTY LINES ARE LOGATI ON MAP DEPICTED ON SITE PLAN �� 1 SCALE:NTS =BDIVI510N INFORMATION: 4°pA'40� MAP OF'SOU--D. W LOT 55 MAP NO.2141 FILED NOV.V. 24,1959 THE FOLLOWING LOTS WITHIN ISO'OF PROPERTY 1 R J T - UTILIZE PUBLIC WATER AS PER 51-WA: Q J LSGTM 01000-110-6-15 15 1 a vn au n 51,TM p1000-70-6-201 EXIST. 1 5GTT1�1000-70-12-2 6'Ax6" SGTM a1000-70-12-6 L.P.-2 f 1 51-TM a1000-7O-I2-7 1 5GTM r1000-70-I2-36 CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFL- SGTM•1000-70-12-3R gg'REAR SETBF"— 1 exlsr. — III AU!YICWS,dLTEFNdiC-A-C FOR BENDS,ALRRNATE-B-IS FOR USE WITH BLDG.E%TE\SI011/C0101ECP04 L.P.01 1 1 LP.MI _ GLEAN-OUT DETAIL 1 - SCALE:NTSEXIS 1 y O C`f 1 1 10. 24�1 GONG. SEPTIC TANK(1) 0 1 EXIST. �� B 2T 5 P.LIGEJID AREA. —L. 64.7' Z 1000 L. N N I. MINIMUM SEPTIC GAPAGITY FOR A 5 BEDROOM HOUSE 15 Ip00 GALLONS W rn SEPTIC TANK YO1 O N EXIST.SEPTIC,TAW,PROVIDES 1000 6AL.GAPAC TY ➢A 1 y 2. A 10'MN.D19TANGE BErWECH THE SEFTIG TANK AND WILDING WITH GELLA.A5U1ENT 15 MAINTAINED, (N OR 5'MIN V15TANGE IF WILDING UPON A SLAB. t�f➢� EXISTING I STORY 0 1 0 m Q FRAME HOUSE ry LEAGHIN&POOLS(2) A g nl (3 BEDROOM) I. LEAOMING SYSTEM FOR AS BEDROOM RESIDENCE SHALLVI PROVIDE BOO FT2 SIDE-HALL AREA 1 T 11 (2)EXIST.WO x b'(EFFECTIVE DEPTH)LEACHING POOLS PROVIDES 400 PT2 SIDE-WALL AREA 1 4.0' 2. A IO MIN.DISTANCE BETWEEN LEAGMINdS POOLS AND WATER LINE IS MAINTAINED. 1 CI 2.5' S. AN W MIN.V15TAN CE BETHEEN ALL LEACHIN5 POOLS AND SEPTIC,TANK 15 MAINTAINED. _ n q,4' a 1 I 1 A 11.7' _ _ 55'FRONT YARD _ (PRIMARY)SETBACK A5-BUILT SEPTIC DISTANCES (MEASURED FROM BUILDING) 1 41A ON-&RAPE WHO. f GONG.PATIO DRIVEWAY 1 H SYSTEM COMPONENT CORNER"A' CORNER m1 1 EXISTING SEPTIC TANK 41.0' 27.0' N 1 EXISTING LEACHING POOL 91 5-1.0' 49.0' K 1 � EXISTING LEACHING POOL n2 56.0' 31.0' i3 1 \ IN PROJECT: \ w 1 ZACCHERIO EXIST. ! 9 SEPTIC /T WATER R=25° O J \ METER 1 L=54S4' — — — — — — — — — — 45 PARKWAY,SOUTHOLD, N06-45'SO-E 121bT 11971 PARK WAY 0 5 10 20 50 40 50 DRAWING TITLE: 51TE PLAN GRAPHIC 50ALE SITE PLAN EXISTING SEPTIC SYSTEM SCALE,1"=10'-0" NOTES 5UFFOLK COUNTY HEALTH DEPARTMENT AFFROVAL H.S. REFERENCE NO.: R-22-1545 PAGE: SUFFOLK COUNTY DEPARTMENT of HEALTH SERVICES S P-101.0 H•S- REF- No. R-22-1543 The existing sanitary system has been certified DATE:ll/28/22 1OF1 .as acceptable by a licensed design professional. Based on the informations ted,it has been determl at this This approval makes no representation on the project does not requi .additional sewage disposal or water sup part of the Department as to the integrity of the n facilities. 5� REo existing sanitary system. Total Maxiinuin edrooTns 3 y)-ed , O� 1/3/23 r y � 037, 0 j FOF NE`N Date Office of WasteNvater Manageinent � f-� Generated by REScheck-Web Software C.J Compliance Certificate D I Llz:-� 0 Project Delvin ! �' 11 1 Energy Code: 20181ECC OCT 1 S pO24 ------ Location: Southold, New York Construction Type: Single-family �TTT Project Type: Addition - ' �' •~`". Climate Zone: 4 (5572 HDD) } FJ Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 45 Parkway Zackery Nicholson Southold, New York 11971 ZEN Design 1250 Evergreen Drive Cutchogue, New York 11935 631.513.6589 ZENicholson.Arch@gmail.com iCompliance: �Palsses using UA trade-off Compliance: 18.2%Better Than Code Maximum UA: 232 Your UA: 108 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 669 38.0 0.0 0.030 0.026 20 17 North Wall:Wood Frame, 16"o.c. 56 21.0 0.0 0.057 0.060 3 3 East Wall:Wood Frame, 16"o.c. 320 21.0 0.0 0.057 0.060 12 13 Door 14:Solid Door(under 50%glazing) 20 0.190 0.320 4 6 Door:Glass Door(over 50%glazing) 80 0.190 0.320 15 26 SHGC:0.30 Window#15:Vinyl Frame 6 0.190 0.320 1 2 SHGC: 0.30 Window#16:Vinyl Frame 4 0.190 0.320 1 1 SHGC: 0.30 South Wall:Wood Frame, 16"o.c. 220 21.0 0.0 0.057 0.060 13 13 Project Title: Delvin Report date: 10/15/24 Data filename: Pagel of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or Perimeter West Wall:Wood Frame, 16"o.c. 304 21.0 0.0 0.057 0.060 16 16 Window#12:Vinyl Frame 6 0.190 0.320 1 2 SHGC:0.30 Window#13:Vinyl Frame 12 0.190 0.320 2 4 SHGC: 0.30 Window#14:Vinyl Frame 12 0.190 0.320 2 4 SHGC: 0.30 Floor:All-Wood Joist/Truss 540 30.0 0.0 0.033 0.047 18 25 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandator,,requirements listed in the REScheck Inspection Checklist. Zackery E. Nicholson, RA — 10.15.24 Name-Title Signature N Date RED ARC 'V. E.NIc,Y' %,-,a '�0 N Z s�T 0444-1'' 'A0 OF NE`t� Project Title: Delvin Report date: 10/15/24 Data filename: Page 2 of 2 APPROVED AS NOTED DA • a-1Ta B.P#, 61 a10 COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES III a� AS FiE+QUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT zM 631-765-1802 8AM TO 4PM FOR THE 7cuu m" FOLLOWING INSPECTIONS. FOUNDATION-TWO REQUIRED K ( FOR POURED CONCRETE N ROUGH-FRAMING&PLUMBING Sm INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.OL ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Mechanical Ventilation DESIGN OR CONSTRUCTION ERRORS system shall be required per NYS Energy Code ELECTRICAL INSPECTION REQUIRED Blower door and ductwork PLUMBER CERTIFICATION testing required. ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY Must provide Manuals SOLDER USED IN WATER D,J and S as per SUPPLY SYSTEM CANNOT NYS Energy Code EXCEED 2110 OF 1% LEAD. PLUMBING Fire separation ALLPLUMBING WASTE required as per &WATER LINES NEED NYS Code TESTING BEFORE COVERING -1 In+erconnecird hIcCL+ de+eCJf0o - RETAIN STORM WATER RUNOFF rtgw rrd 'In JO arogt. as per ZD2 0 PURSUANT NN CODE ER 236 ReSiG�e 10.I Cbdt � N :5 %er. �314.`�.1 OF THE i CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS O EXTERIOR DOOR SCHEDULE SIZE ___J 14=112F 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION RESIDENTIAL EDAM WE UNITSIZE(WxH) R.O.(WxH) MATERIAL AV NOTESAff INTENT AND FRAMING DETAILS.THEY ARE INTTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE 1-1/4FF "X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO FIRSTFLOOR FOR GENERALLY ACCEPTED GOOD BUILDING (PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON BUILDING HEIGHT EXISTING RIDGE=±17'ABOVE AVERAGE GRADE 11 OVERHEAD 10-0x6,8" VIF VERIFY WITH CLIENT VERIFYSIZEWITHCLIENT STATE BUILDING CODES.THE GENERAL CONTIRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED PROPOSED RIDGE_±17'ABOVE AVERAGE GRADE 12 SWING 3'0"x6',8" InF VERIFY WITH CLIENT CONSTRUCTION DETAILS AND PROCEDURES TTO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. DESIGN CRITERIA CODE:2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE 13 WINOXXO 3'-0"x6,8" VlF VERIFYWITHCLIENT STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 14 SWING 3 0"xs s" VrF VERIFY WITH CLIENT 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2020 NYSRC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE 3. THE GENERAL CONTRACTOR IS RESPONSIBILIITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES ZEN DESIGN MEETS CURRENT FEDERAL,STATE,COUNTY AIND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC. STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE THESE CODES ARE TO BE:CONSIDERED AS PAART OF THE SPECIFICATIONS FOR THIS BUILDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.ROOF DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PSF) DECKS 40 1250 EVERGREEN DRIVE 4. DIMENSIONS SHALL TAKE PRECEDENT OVER!SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ATTICS W/O STORAGE 10 INTERIOR DOOR SCHEDULE CUTCHOGUE, NY 11935 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR?CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: ATTICS W/STORAGE 20 RESPONSIBILITY FOR CONSTRUCTION COORDlINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT ROOF(GROUND SNOW LOAD) PER NYS 301.E SIZE PHONE: 631.513.6589 CONSTRUCTION MEANS, METHODS,TECHNIQWES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE ROOMS(OTHER THAN SLEEPING) 40 IDS TYPE UNITSIZE(WxH) R.O.(WxH) MATERIAL NOTES PREPARATIONS AND PROGRAMS IN CONNECTTION WITH THE WORK.THERE ARE NO WARRANTIES FOR WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ROOMS(SLEEPING) 30 FIRSTFLOOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 I011 SWING 26"x68" 2 'x6 " SOLID-PAINTGRADE 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: GUARDRAILS(ANY DIRECTION) 200 ' '8 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE ID12 SWING 2x6,8° 28"x6t10110V22" SOLID-PAINTGRADE OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.C /D13 SWING 2'6�'x6,B• 2'8°xs'io112" SOLID-PAINTGRADE 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR /014 SWING 26"x6',8" 2,8^x6'10 1/2" SOLID-PAINTGRADE These plans are copyrighted and are subject to copyright V SOLID-PAINTGRADE VERIFYSTYLECLIENT " " BOOKCASES,SHELVING, PANTRY,CLOSETS,TRIMS, ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS ID15 SWING 2'-0 x6,8" 2'-2"x6'10 2^ protection as an architectural work under Sec.102 of the 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE ID16 SWING 2-0^x8" 2 Copyright Act,17 U.S.O.as amended December 1990 and known ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES 6' -2"xs io�/2^ SOLID ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM ID17 SWING 2 6"xs'-8" 2,8"xs'-10112" SOLID-PAINTGRADE pro Architectural Works Copyright Protection Act l 1990.The protection includes but is not limited to the overall form as well 3.2aas the arrangement and composition FOUNDATION NOTES THE END OF A SILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE design.Under such protection,unauthorized spaces and elements of use of these plans, 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: work or home represented,can legally result in the cessation of TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF is INCH WOOD STRUCTURAL PANEL ON THE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE construction or buildings being seized and/or monetary 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE compensation to ZEN DESIGN LLC. DETERMINE INTENDED HEIGHTS OF FINISHED)FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND 2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314. O WINDOW SCHEDULE 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIIRGIN)SOIL. 7"O.C. PANEL EDGES AND 10"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315. 3. PROVIDE 2"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. SIZE NO. ISSUE DATE MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: W# T)PE SILL HTA.FF. UNITS12E(WxH) R.O.(WxH) NOTES 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE ENERGY CALCULATIONS 2020 IECC FIRST FLOOR INSTALLED WITH#5 RE-BAR,18"LONG AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. 5. UNLESS OTHERWISE NOTED,ALL SLABS ON(GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS: 11 DOUBL ING VIF 3-0^x4'll^ VIF O1 SCHEMATIC DESIGN I 06.02.24 THICK SAND OR GRAVEL.FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE 12 AWNING IqF 3.0"x2'2^ WF 02 SCHEMATIC DESIGN II 06.09.24 THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 13 DOUBLEHUNG VlF 3-0^x4-0• IaF EGRESS WINDOW 03 DESIGN DEVELOPMENT 1 07.13.24 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. 14 DOUBLEHUNG VIF 3-0"x4'0^ VIF EGRESS WINDOW 04 PERMIT SET 08.05.24 CAST IRON FOUNDATION!VENT FOR EVERY 150 SQ/FT OF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 15 DOUBLEHUNG VrF 3-0^x4-0" wF 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN 16 AWNING VIF 2-0^x2'0" VIF RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE GROUND WIND SEISMIC FROST WINTER ICESHIELD 17 DOUBLEHUNG k7F 3-0"x4-0" VIF FLOOD BELOW GRADE PORTION(OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NOTE: *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS W.ROUGH OPENINGS. 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE *EGRESS OPENING MIN.5.7SQ FT-MAX.44"SILL-AFF NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO 20 PSF 130 B :SEVERE 3 FT. MODERATE SLIGHTTO 11° NONE EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE ro HEAVY MODERATE FRAMING NOTES RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND HEADER CHART ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK & COVERED PORCH NOTES FRAMING ANDI FASTENER INFORMATION 2. UNLESS OTHERWISE NOTED,ALL FRAMING AIND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DOUGLAS FIR. HEADERS (2)2x6 (2)2x8 (2)2x10 (2)2x12 3. FLOORS,WALLS,CEILINGS AND RAFTERS T01 BE SPACED AT 16"O.C. UNLESS OTHER WISE NOTED. MARK LOCATION SIM�PSON TIE# INSTALL NOTES 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. SUPPORTING: CAN SPAN: BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. OPENINGS.LVL HEADER'S TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON 1 ROOF RIDGE LSPA/15 EVERY RAFT 20 GA-1 j"x 15 ROOF ONLY 4'TO 6' &TO 8' 8'TO 10, 10'TO 12' OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2v6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM 2 INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. 2 RAFTER WALL LS>T 16 EVERY RAFT 1�� FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING.USE / 4/ 12 GA-14 x 16 1 STORY 4' 4'TO 6' 6'TO 8' 8'TO 10' 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM 1 DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT. 2 STORY - - 4'TO 6' 6'TO 8' ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. 2 3 WALL/WALL LS51k/21 EVERY STUD 20 GA-11"x 21 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR THE 4 BATHTUBS. FLOORS TO 14AVE CERAMIC TILE INNSTALLED SHALL BE VERIFIED FOR PROPER LOAD GIRDERS. NOTES: ; CAPACITY UNLESS NOTED ON PLANS. 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. 4 WALL/BASE PL R�4-B+M EVERY STUD 20 GA,-2 2"x 4 2 • FOR SPANS OVER 4'WIDE,HEADER REQUIRES 2"MIN.SOLID 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. BEARING AT EACH END DOWN TO FLOOR IR BOTTOM PLATE. 7. PROVIDE(2)1-3/4"THICK MICROLAMS(HERGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL LEDGER TO BE FASTENED TO BUILDING WITH 2 INCH DIA. BOLTS WITH WASHER AND NUTS WHERE 5 BASE PL/FOUND 2"'{ANCHORS 4'-0"O.C. ADD AS NEEDED • 1"PLYWOOD SPACERS ARE USED FLOOR 2X MEMBERS TO MATCH 2X4 AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). 2 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. OR 2X6 STUD WIDTHS. WHERE APPLICABLE UNLESS OTHERWISE NOTED. 7. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. - 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOUSTS AT 8'-0"O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT UNDER ALL BEARING WALLS. ANCHORED TO GIRDER(S). ALL FRAMING TO BE FASTEEED IN CONFORMANCE WITH: 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL IRC CODE-2020 BUILDING. TABLE R602.3(1)-GENERA41 N.S5°5g'20" E. 81.52' NEEDED. TABLE R602.3(3)-SHEATHNIIG 11. UNLESS OTHERWISE NOTED,ALL ROOFS ANID WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR CDX TABLE R802.5(9)-FRAMINO.-ROOF �ttEp q�, EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES 12. UNLESS OTHERWISE NOTED USE 4" N'C THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR PER SPEC 1609.1.1-2020 IRC+F JYS 2020 SUPPLEMENTAL DESIGN- SITE PLAN DRAWN BASED ON �lv�\�1�,�� E� h'O� T� ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED WIND SPEED IS 130 MPH R=25.00' SURVEY PREPARED BY SCALICE V S OVER SUBFLOOR AS PER MANUFACTURES INVSTRUCTIONS. 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL 13. ALL BATHROOM WALLS TO HAVE 2"THICK M(OISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND CONSTRUCTION CODE. L=34.54' LAND D 11.06.23 NQ �» Z 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. NAILLNG SCHEDULE DATED 11.06.23 CEILINGS AND OVER FURNACE TO HAVE 5'THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 3. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED ; tl TO HAVE REGULAR 2"SHEETROCK.ALL WALLLS TO BE TAPED AND FINISHED. WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY 14. ALL ROOF WITH A PITCH LESS THAN 4:12 SMALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND ROOF FRAMING: PER 2020 NYSRQC-CHAPTER 8 `rT 0 'b APPROVED EQUAL. FLAY ROOFS SHALL BE APPPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. 4 4 42 TORCH DOWN TYPE MATERIAL OVER. WALL FRAMING:PER 2020 NYSRQC-CHAPTER 6 �T�c OF � -,0 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO FLOOR FRAMING:PER 2020 NYSR3C-CHAPTER 5 BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. HVAC NOTES ROOF SHEATHING: PER 2020 NYSSRC-CHAPTER 8 CEILING SHEATHING: PER 2020 N'JYSRC-CHAPTER 8 35.3' WALL SHEATHING: PER 2020 NYSSRC-CHAPTER 7 EXISTING ELECTRICAL NOTES FLOOR SHEATHING: PER 2020 NYYSRC-CHAPTER 5 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 3. ALL ELECTRICAL WORK TO COMPLY WITH 2020 NYSRC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. N D E LVI N 4. INSTALL SMOKE DETECTORS AND CARBON( MONOXIDE DETECTORS THROUGHOUT AS PER SECTION ROOF SHEATHING RQUIREMENTS FOR WIND LOADS PROPOSED STOOP - o R314 AND R315 OF 2020 NYSRC. 74 SF RESIDENCE ENERGY NOTES SOIL NOTES SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE Q PAN&EDGES SUPPORTS IN THE PANEL FIELD m 3250 PINE NECK ROAD EDGERZONEER 8d COMPION @ 6"O.C. 8d COMMON @ 6"O.C. 35.0'SMACK EXISTING SINGLE 45 PARKWAY 1. THIS DESIGN COMPLIES WITH THE 2020 NYS ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 00 STORY FRAME o SOUTHOLD, NY 11971 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 NYSRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. N DWELLING 0 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM GABLE ENDWALL RAKE ti P00'_ S.C.T.M. # 1000 ~ 86 ^- 1 ~ 3.3 D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. ui FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION. o SCALE: 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. WALL SHEATHING REQUIREMENTS FOR WIND LOADS LO EXIST. v SCREEN ° FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE co PORCH FIREBLOCKING SHALL BE PROVIDED TO CUT OFFAL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND OTHER NOTES NAIL SPACING AT NAIL SPACING AT INTERMEDIATE O DATE: 08.05.24 HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN ATOP SHEATHING LOCATION PAN&EDGES SUPPORTS IN THE PANEL FIELD Z STORY AND THE ROOF SPACE. FIREBLOCKING SHIALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS. 1. PROVIDE$"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. DRAWN BY: Z.E.N. 1. IN CONCEALED SPACES OF STUD WALLS AIND PARTITIONS, INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. INTERIOR ZONE 8d COM�ION @ 6"O.C. 8d COMMON @ 12"O.C. CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT 35 4'PROPOSED FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR WITH ACQ. GLASS FIBER SHALL BE ALLOWED AS FIREIBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ROWS OF STUDS OR STAGGERED STUDS. ''°°' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS PROPOSED DECK W/ OCCUR AT SOFFITS, DROP CEILINGS AND CLOVE CEILINGS TRELLIS 290 SF GENERAL NOTES 3. IN CONCEALED SPACES BETWEEN STAIR STfRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL(COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. ..per 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST PROPOSED 1 STORY SITE PLAN ADDITION 669 SF THE FREE PASSAGE OF FLAME AND PRODWCTS OF COMBUSTION. SCHEDULES 5. FOR THE FIREBLOCKING OF CHIMNEYS ANm FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. to RESIDENTIAL CODE. W o o DO 0Cf1 S.85°55'20 Vd. 129.01' SITE PLAN 1 SCALE 1/16'ti1'-0' i 2ND FLOOR WALL O RIDGE CAP OF SAME GJ� \ MATERIAL AS 1ST FLOOR WALL ROOFING NAILED TO NEOPRENE GASKET \ WOOD JO SHEATHING IST I\\\ \ THROUGH VENT ROOFJACK � \ ZEN DESIGN STRAPPING TO BE ATTACHED TO)WALL STUDS @ 48" GIRDER/HEADER 1250 EVERGREEN DRIVE OC AND ALL WINDOW/DOOR OPENING JACK STUDS RAFTERS ROOFING LAPS FLASHING \ CUTCHOGUE, NY 11935 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION SPLICED JOISTS OVER HEADER/GIRDER / AT SIDES AND TOP �, PHONE: 631.513.6589 4"-8" LSTA36 1-1/4"x36"18g;a.STRAP INSTALL 4'0"O.C.AND JACK LOCATION USP NUMBER DESCRIPTION APPLICATION STUDS ON ALL OPENINGS PRE-MANUFACTUfRED KEEP SHEATHING FLASHING LAPS ROOFING JOIST TO RT10 TYDOWN CONNECTTO RIDGE VENTFOLD)S MIN. 14/2"FROM AT BOTTOM 8"-16" LSTA48 1-1/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK GIRDER/HEADER ANCHOR EA.JOIST OVER RIDGE TO PEAK TO ALLOW STUDS ON ALL OPENINGS CONFORM TO SLOPE FREE AIR PASSAGE OFROOF ROOF JACKS&VENTS DETAIL These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection Includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. NO. ISSUE DATE 01 SCHEMATIC DESIGN 1 06.02.24 02 SCHEMATIC DESIGN II 06.09.24 KING STUD 03 DESIGN DEVELOPMENT 1 07.13.24 DBL.SILL PLATE TERMITE 04 PERMIT SET 08.05.24 SHIELD SILL GASKET CRIPPLE STUD ANICHOR BOLT EMBEDMENT: POURED CONCRETE:7" HEADER BLIOCK WALL: 15" USE WITH 3x3 SQUARE WASHERS (U&P LBPS58) JACK STUDS ANCHOR BOLT CONNECTION FOUNDATIION 8"DIA ANCHOR BOLT SUPPORTUNG MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORYY 72"OC (CRAWL SPACE OR FND) LOCATION USP NUMBER DESCRIPTION APPLICATION SILL PLATE TO FOUNDATION 2 STORY 36"OC (CRAWL SPACE OR FND) ALL OPENINGS LSTA12 14/4"x12"20GA.STRAP APPLY TO EACH JACK STUD WALL BOTTOM PLATE TO 1-2 STORY 57"OC ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FND.(SLAB ON GRADE) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF is"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO WALL STUD SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4.OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE RE D q�,C AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING ITIS TO COVER. HARDWARE METAL STRAP WOOD JOIST MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �� �� E' N/C& /TF ARM BOARD TT 4" Q� ��- Ko OA SILL PLATE(S) GIRDER/HEADER N� �« Z WOOD JOIST FOUNDATION O O CO O O O O O O ,(I ---------- ------- -___-=---------__ ___-____-__-____-=_------------__- .I ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE 04442-5 Q� SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, ------------- -- ---------------------- ---------------____-- _ ______________� , STRAPPING3 TO BE ATTACHED TO WALL STUDS @ 48" I FASTENER TYPE: SPACING: I I I ; ; ; 9T� 40 OC AND ALL WINDOW/DOOR OPENING JACK STUDS SET FIR JOISTS APROX.2"HIGHER THAN LVL HEADERS TO ;! I ;; I ;I I OF N E"tj ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. " No.8 WOOD-SCREW BASED 16"O.C. O O O O O FLOOR JOIST DEPTH USP NUMBER DESCRIPTfION APPLICATION OI; „ ANCHOR WITH 21N. 4" 8" LSTA24• 1-1/4"x24"20Iga.STRAP INSTALL 4'0"O.C.AND JACK *- --- -- - ----- ---- EMBEDMENT LENGTH 1 ;1 I STUDS ON ALL OPENINGS 'I ' 11 1 1 I I 11 I I 1 I No. 10 WOOD-SCREWS BASED 16"O.C. I ' I I I I 8"-14" LSTA30 1-1/4"x3O"189a.STRAP INSTALL 4'0"O.C.AND JACK ANCHOR WITH 21N. '1 1 11 STUDS ON ALL OPENINGS ;h II EMBEDMENT LENGTH O O 1 O (J O O I ; II ; I I I 11 " n n 14 -16 LSTA3Ei 1-1/4 x36 18Iga.STRAP INSTALL 4'0"O.C.AND JACK 01 ,1 O D E LVI N STUDS ON ALL OPENINGS 1i q"DIA LAGSCREW BASED 16 O.C. 1—T-------------------------------------------------- ANCHOR WITH 21N. ; 1 IjI EMBEDMENT LENGTH. ' RESIDENCE 1 1 1 1 1 1 , 11 I I I ; I 1 � 1 I � O O 0 I O ' 0 o;; ! ;;0 I' 3250 PINE NECK ROAD 45 PARKWAY ;I 2 APA RATED SHEATHING 2x4 DF#2 STUDS 11 I II GRADE PLYWOOD U LD, NY 11971 (ALTERNATIVE:16"O.s.B.) ! ; S.C.T.M. # 1000 86 1 3.3 "APA PLYWOOD SHEATHING ; O O Q O O j. I SCALE: I 1 1 ---------------------------------- .1 ' I O�� �-------------- ��p WINDOW SILL , 1 ENDWALL DATE: 08.05.24 CONC SLAB 0 O I O O b O 0 6 MIL.POLY ° GRANULAR FILL DRAWN BY: Z.E.N. SIDEWALL FASTENER TYPE: SPACING: 1 , 1 TYP.CONC.FND. DAMPPROOF — No.8 WOOD-SCREW BASED 8"O.C. ' EXTERIOR 6MIL POLY ON EXT. FLOOR USP NUMBER DESCRIPTION APPLICATION ANCHOR WITH 21N. EMBEDMENT LENGTH O O i O Q 0 O 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS 1YP. WINDOW OPENING KEYWAY FOOTING. —� TO FOUNDATION W/ANCHOR BOLTS No. 10 WOOD-SCREWS BASED 8"O.C. I TYPICAL DETAILS ________J 1 L_____________________ __ ______________J PANEL SPAN EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 21N. j ------------ -- ------------- 1 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS EMBEDMENT LENGTH ' REINFORCING BAR ON BOTH BOT. PLATE OF 2ND FLOOR I 1 DRAIN TILE AND TOP PLATES OF 1ST FL.CONNECT "DIA LAGSCREW BASED 16"O.C. i O O I O O 4 THROUGH THE FLOORS TO EACH OTHER ANCHOR WITH 21N. TYPICAL CONC. FOUNDATION APPLY PIILASTERS W/THREADED ROD. EMBEDMENT LENGTH. MULTIPLE PLYWOOD WHERE NEEDED FOR STRUCTURAL BRACING. ASSEMBLIES(2)2x4 DF#2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR GALVANIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. i SYMBOL LEGEND SM SMOKE/CO2 DETECTOR -- /—DEMO EXISTING STEPS "' 20 10 5 0 ® a STRUCTURAL POST EXIST. SCREEN zn +---+---I---+---I--- 0 PORCH _ '1==L==J ZEN DESIGN EXIST.OUTDOOR SHO'01ER 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 NEW DOOR EXISTING DOOR PHONE: 631.513.6589 FRAMING DIRT. -- ----- ----_—_ _—____ - -- — -- -r-------t ----i --- ------------1 r-----—r-----� QUEEN D❑ O EXEST. i FINISH DIM. PWDR I II II I 1 1 1 I I I► _ _ rJ I L-----J L-----J These plans are copyrighted and are subject to copyright III I I I I I //i I I protection as an"architectural work"under Sec.102 of the I I j 1 EXISTING Copyright Act,17 U.S.O.as amended December 1990 and known BATH 1?0 EXISTING 1 i i 1 !� � ; // I t as Architectural Works Copyright Protection Act of 1990.The 1 KITCHEN �1`----- � I I DINING ROOM i I I I 1� I I 1 protection Includes but is not limited to the overall form as well 1 j j---- '1 I I 11 I I as the arrangement and composition of spaces and elements of hil design.Under such protection,unauthorized use of these plans, 1 j 1 1 1 l+ I II I work or home represented,can legally result In the cessation of —DEMO COMPLETED IN 2020�/ J 1 I I 1 ►u I construction or buildings being seized and/or monetary 4"JALL TYPE LEGEND '' ' ''�� /i �I 1 1 i i/ ' I u I compensation to ZEN DESIGN LLC. 1 /i • 1 1 1 1 1 II I HII EXISTING BEDROOI`,2 — ---�- �i � � EXISTING -------------- Fi DEh"0 N.'ALL ---____-- LIVING R001 DER"0 COP"PLETED IN 2020 L --------- I DR' 1 u I (�----------------� ► IIII r-------,� .-------------------------° ►III NO. ISSUE DATE EXIST.FOUNDATION WALL ,ATTIC 'ACCESS InI EXISTING STUD VIALLS L-----' 01 SCHEMATIC DESIGN 1 06.02.24 --------------- , , 02 SCHEMATIC DESIGN II 06.09.24 NE4o'STUD VMLLS F� 03 DESIGN DEVELOPMENT 1 07.13.24 I I 04 PERMIT SET 08.05.24 I I EXISTING DEN I I I I I 1 I 1 EXISTING BEDROOM -------- ---- 01 �M I I DEMO COMPLETED IN 2020- I --—— --- L—=———————— „r——— ------------------ a---- ———— ___--_____J 1 1 1 \\\ 1 1 J 1 ---- ---------- 1 1 1 1 1 -9 1 I F-1 1 1 I \ I F-1 1 II 1 QUEEN 1 I I I I ------- L................ -J I, %--------------- e FIRST FLOOR DEMO PLAN SCALE:1/4"�1'-0' ----------------- ------------�_-_-__�- ------------- ci (2)2x10 GIRDER cx� 0to 1 w - n 00 I (p 1 I I X e, t I I CIS! lint t I Z o y�. EXISTING SCREEN (2)2x10 GIRDER �5 E. N/ PORCH FOOTINGS _ , _ , �, _ , _ , — . _ - _ ' _ - _ , � Cy0 F� (UNCHANGED) EQ. EQ+7'-4" EQ. - I DOUBLE UP JOISTS UNDER ---� -� OUTDOOR KITCHEN S, N ' Z C� CRAWL SPACE VENTILATION CALCS: IZ l 358 SF(CRAWL SPACE AREA)/ 150 SF=2.4 SF 2.4 SF/1.5 SF VENTS(12"X18")=1.6=2 VENTS �� 04 4 42'-' Q� -4o 2x1O LEDGER I �TF OF NE — ----- -------- - � ---� I / --------- -------- --------1 I PIN NEW FOUNDATION WALL WITH V4 REBAR EVERY 2'. cl W v 6"E!°,",BEDMENT INTO EXISTING WALL. X- tZ p Z I N N 00 `i ' � I EXISTING SLAB ON GRADE I cv I I (FORMER GARAGE) I 1 DELVI N a (UNCHANGED) - ------- - -------- RESIDENCE EXISTING BASEMENT C5 > w LAUNDRY/MECHANICAL L.L r ___ ____________ %-j 3250 PINE NECK ROAD (U1CHANaED)a. U) @ to 2x8 RAFTER I I I I 45 PARKWAY Cn v W o z 16°C.C. I I I 1 r, 0 SOUTHOLD, NY 11971 EXIST.CRAWL SPACE d Q m cn I I I (UNCHANGED) v 2 w I I I I S.C.T.M. # 1000 86 - 1 - 3.3 N U' I I I I SCALE: 1/4" I I I I M N I I 1 1 V-1 DATE: 08.05.24 I I I I ±18'-41/4"VIF 3" 6'-101/4" I I 11'-101/2" 1 UP - --- - -I DRAWN BY: Z.E.N. I I I PROPOSED SLAB ON GRADE I I (GARAGE) I I ' _(22x10— I I 1 11 1 - --- Q PROPOSED CRAWL SPACE I � DEMO E M 0 PLAN , C"I 00 � 1 1 X 3 ' " 13'-2 1/2" I '1? FOUNDATION PLAN C14AN Z0 1 I I I 1 I L----------- ----- I l I I o 1 _ L -- - --------- - -----i I---------------- -� I M � I 0� - -- - ---- - --- - -- ----------------- — -- - -------- -- - CV EXISTING FOUNDATION PLAIN � 1'-51/2" V-3'"� 1 SCALE: "'-8" 1 Iiol 011 28-0 �F i $Ylt"EIJL LEGEND 2x6 TREATED PLATES W/2"DIA.X 18"LONG ANCHOR BOLTS @ 30"O.C. 2 N".IN.ON GALV.TERMITE SHIELD. A-200 2x6 EXTERIOR WALLS. 4"SHEATHING. 8SMOKE/CO2 DETECTOR SIDING AS SELECTED BY CLIENT. 8 20 10 5 0 N FURR OUT GARAGE WALLS AROUND ® FP-1 STRUCTURAL POST FOUNDATION 4"CONC.SLAB OVER .6 MIL POLY VAPOR BARRIER OVER 6 COMPACTED SAND&GRAVEL ZEN DESIGN BASE. PITCH$"/FT TOWARDS GARAGE DOORS. 1250 DRIVE CUTCHOGUE, NY EVERGREEN 11935 I NEW DOOR EXH;TING DOOR 1 PHONE: 631.513.6589 FRAMING DIM. o DROPPED FOOTING AT GARAGE DOOR FINISH DIM. These plans are copyrighted and are subject to copyright C) PITCH E DOOR O ENIN FROM protection as an"architectural work"under Sec.102 of the � GARAGE DOOR OPENING Copyright Act,17 U.S.O.as amended December 1990 and known w . as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well 0 Q •_\� 23--11/2" as the arrangement and composition of spaces and elements of 8"POURED CONCRETE FOUNDATION design.Under such protection,unauthorized use of these plans, U. WALL 11!/#4 REBAR 24"O.C.BOTH work or home represented,can legally result in the cessation of Z _ ' construction or buildings being seized and/or monetary WALL TYPE LEGEND DIRECTIONS v compensation to ZEN DESIGN LLC. o _ _ --------- DEMO WALL M 8"x16"CONCRETE FOOTING-CONTINUOUS W/ -------------- (2)#`4 REBARS.4000 PSI CONCRETE. 1 -_ LAI NO. ISSUE DATE EXIST.(FOUNDATION WALL / EXISTING STUD NJALLS 01 SCHEMATIC DESIGN 1 06.02.24 NEw.IsTuD wALLs ' 02 SCHEMATIC DESIGN it 06.09.24 03 DESIGN DEVELOPMENT 1 07.13.24 04 PERMIT SET 08.05.24 FOUNDATION DETAIL 3 FOUNDATION DETAIL SCREEN �- N ' 05 REV 1 10.15.24 2 SCALE:ri•l'O' SCALE:1-1'-0' PORCH �� 1 o, 6-8 1/2" 1 6'-41/2" OUTDOOR - ° SHMVER ' �T - 1- F-1D13 QUEEN ' ' O�01 ❑ ED14 lb ° fCXXS%X.CX�y ID17 r-ss-, POWDER MASTER i EXIST. EXISTING SUITE i VELUX I KYLIGH I. EXISTING KITCHEN ] . iO i 00BATH DINING ROOM � I -J t cr o - o - � EXISTING BEDROOM _ i 4'8' 3 1/2" 7'8 1/2" 3 1/ DN _ I I .. WALK-IN M , QUCL L 1 I . CD0 GARAGE t - ------- EXISTING o DEN 0 I ID11 f �o EXISTING BEDROOM ' ��RED ARC - o ����`�� E.rvrotio E itell% E A ��- l00 n° Q O Q o t N� Z — - -----1 DEN , 1 u� o ID1.t ,� v Z x epa �1 " GAS N Q fired � sir 0aaa23 as o BATH OD m - BATH `� Y aS C0, I' m F OF Nf m �t Ll m ED12 0 o ED11 ElQUEEN o DN 11 0 35'SETBACK LINE � T LL - _ 5,_2n � 4'-6 1/2" � 3'-3 1/2" � 8'-6" 2'-9" 6--0 1/2" � 6'-0 1/2" 1 vw 1/2„ D E LV I N PROPOSED r-LooR PLAr11 10 1 n n -0 _ 28-0 RESIDENCE ♦---- 3250 PINE NECK ROAD 38'-0" 45 PARKWAY SOUTHOLD, NY 11971 S.C.T.M. # 1000 86 — 1 — 3.3 SCALE: 1/4" = 1'-0" DATE: 10.15.24 " - DRAWN BY: Z.E.N. PROPOSED FIRST FLOOR PLAN EQUIREFGGT' GEE FLOOR CONDITIONED SPACE UNCONDITIONED SPACE COVERED PORCHES DECK 1 EXISTING, 1424 SQ/FT - 196$Q/FT - A-200 PROPOSED 414SQ/FT 424SQ/FT - 228SQ/FT TOTAL 1838 SQ/FT 242 SQIFT 196 SQ/FT 228 SQ/FT W _ o 2x6 TRELLIS h".EMBERS z � z X LtJ ROOF 4"THRU ROOF n 4"THRU ROOF n 4"THRUROOF n II II III 2xS GIRDER j I NEW BATH EXISTING KITCHEN I NEW BATH EXIST BATH I --- ____;-------- NE •- 6x6 POSTS _— EXIST POWDER WMASTERBATH ZEN DESIGN -- ------ i ! ------_. 1 — ; 1250 EVERGREEN DRIVE LAV cav i i ' cav i LAV �V I cav ! uv CUTCHOGUE, NY 11935 W.C.Y '{WC. j TUB W.� j ' j �t!C. PHONE: 631.513.6589 FIRST FLOOR SHWR ; W.C. SHWR W. SHWR 1 CO. TO APPROVED SANITARY These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the NEW LAUNDRY DISPOSAL SYSTEM -' -- -- APPROX ELEVATION OF FINISH FLOOR Copyright Act,17 U.S.O.as amended December 1990 and known J _ — — as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well D.W. 2x10 P.T.LEDGER WITH LAGS 16"O.C.STAGGERED. gas the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, BASEMENT U? work or home represented,can legally result in the cessation of '----�__, 2xS P.T.JOISTS�16"O.C.(TYP.)FIXED TO LEDGER construction or buildings being seized and/or monetary EJECTOR C.D. WITH JO'STS HANGERS EACH JOIST. compensation to ZEN DESIGN LLC. PUMP (2)2x10 P.T.GIRDER. RISER DIAGRAM AVERAGE GRADS �IRRI(`nMF crRnD FArH trncTTO GIRDER. S � \ POST TO BLAt4°I tihtACKET. NO. ISSUE DATE SCALE:N.T.S, i 1 Z' \ — 4x4 PRESSURE TREATED POST ON 4x4 WET 01 SCHEMATIC DESIGN 1 06.02.24 o I ANCHOR BASE(TYP) 02 SCHEMATIC DESIGN If 06.09.24 M = — - 10"DIA 36"DEEP FOOTINGS 03 DESIGN DEVELOPMENT 1 07.13.24 3,000 PSI CONCRETE. 04 PERMIT SET 08.05.24 05 REV 1 10.15.24 DECK SECTION 3 - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ------------------- Sf.ALE NTS i r N EAST ELEVATION 2 SCALE:1/4-1 'C 6D ARC `�csncU�' 12 ` sir 044423 _A0 OF NEB 6 9,y��O 9,yf�O - - - - -- - - - _ _ _ _ _ ______ _ _____ _____ ______ ________ __-_ ___________________ _ - - - - - - F F - — — — — — — — — — ------ ------_-- - — — — _=-_______________=___ _____ --___-______=_=- DELVIN -- - - - - - - - - --- - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - RESIDENCE -- - 32- — - _ 50 PINE NECK ROAD 45 PARKWAY U- SOUTHOLD, NY 11971 - a a S.C.T.M. # 1000 86 1 3.3 UJI z I I , - SCALE: 1/4" _ f WI WI Ll a a- GAS 0 0 DATE: 10.15.24 DRAWN BY: Z.E.N. WEST ELEVATION SCALE:1/4-1•0* ELEVATIONS RISER DIAGRAM