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hAaf sou ryolo Town of Southold * P.O. Box 1179 53095 Main Rd urm. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45986 Date: 02/20/2025 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 540 The Greenway East Marion, NY 11939 Sec/Block/Lot: 30.-2-43 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/28/2023 Pursuant to which Building Permit No. 50321 and dated: 02/08/2024 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: Accessory garage as applied for. The certificate is issued to: Greenway LI LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 24-96964 11/30/2024 PLUMBERS CERTIFICATION: tho ' d Si nature SUFFet,�� TOWN OF SOUTHOLD �oo� gay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . g SOUTHOLD, NY y�lplt 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 #: 50321 Date: 2/8/2024 Permission is hereby granted to: Klei, Laurie 1 Steers Ave Northport, NY 11768 To: Construct an accessory garage to a single-family dwelling with 1/2 bath, attached pegola and covered patio as applied for per SCHD approval. Building must maintain a minimum setback of 10 feet. At premises located at: 540 The Greenway, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-43 Pursuant to application dated 12/28/2023 and approved by the Building Inspector. To expire on 8/912025. Fees: ACCESSORY $584.00 CO-ACCESSORY BUILDING $100.00 Total: $684.00 Building Inspector Of SOUIyO� _ # # TOWN OF SOUTHOLD BUILDING DEPT. rgUo�� 631-765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: T DATE INSPECTOM"Aft OF SOUTy�6 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTI-ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ - ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL V- r0"o ] FIREPLACE & CHIMNEY [ ] '-FIRE SAFETY INSPECTION- FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 2 J INSPECTOR. Certificate of Compliance .....................................................................................................I....................................I................................................. E . C ,.CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE FEB 125 AMITYVILLE, NY 11701 . . .............................................................P..: (631) 598-5610, g Depa ........................................................................................................................ n r ment CERTIFIES THAT T,vlyll'of 8,0uJ old Upon the application of Upon premises owned by Brilliant Electric Greenway Ll LLC/ Laurie 20 Pratt Oval Klei Glen Cove , NY 11542 540 The Greenway East Mariorl, NY 11939 Located at: 540 The Greenway, East Marion, NY 11939 Application Number#:'24-96964 Certificate 4: 24-,96964 Electrical License#: 40896ME Section: 30 Block- 2 Lot: Building Permit#: 50320 5032.1- 43 50671 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 Single Family Dwelling w/ Rear Deck/HVAC Detached Accessory,Garage Apartment w/ Attached Pergola Covered Patio lnground Swimming,Pool 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 applicable code/or standard promulgated by,.the State of New York, Department of State Code Enforcement and Administration, or other authority having Jurisdiction, and found to be in compliance therewith on the 30th day of November,2024 Name QTY Power Panel - 200 Amp, 240V 1 ARC-Fault-20 Amp, 120V 15 -AC Condenser- 30 Amp, 220V 2 Motion Light Fixture- 15 Amp,-1 20V'_ 1 GFI Receptacle,--15 Amp, 120 V 16 Feet Tape Lighting - 15/2 Amp, 120/12 V 16. Pool Panel - 60 Amp, 240V Electrical Inspector: Anthony Giordano N 7 4 6. ZL "APPROVED !0E Certificate of Compliance ............................................................................................................................................................................................. 'CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........................................................................................................ ....................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Brilliant Electric Greenway Ll,LLC Laurie 20 Pratt Oval Kiel Glen Cove , NY 11542 540 The Greenway East Marion, NY 11939 Located at: 540 The Greenway, East Marion, NY 11939 Application Number#: 24-96964 Certificate#: 24-96964 Electrical License#: 40896ME Section: 30 Block: 2 Lot: Building Permit#: 50.320 50321 43. 50671 Name QTY AC Blower- 15 Amp, 220V. 2 ARC-Fault- 15 Amp, 120V 20 Combo Smoke& Carbon Detector 15 Amp,1 20V 3- Dishwasher.Circuit- 20 Amp, 120V Dupl'ex'Receptacle-15 Amp, 120V, Duplex Receptacle,- .1 5 Amp, 1.20V 57 Exhaust Fan - 15 Amp, -7 Exhaust Hood-15 Amp, 120V 1 Furnace/Motor,(4) Circuit- 20 Amp, 120V 1 GFI Circuit Breaker- 20 Amp, 220V 3 LV Lighting Transformer= 15/2 Amp, 120/12 V 2 Electrical Inspector: Anthony Giordano ..........41s [APPROVED Jq ................ . Certificate of Compliance, ............................................ .............................................I........... .......... .................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 599-5610 .............................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by Brilliant Electric Greenway LI LLC Laurie 20 Pratt Oval Klei540 The Greenway Glen Cove , NY 11542 . East Marion, NY 11939 Located at: 540 The Greenway, East Marion, NY 11939 Application Number#: 24-96964' Certificate#: 24-96964 Electrical License,#: 40896ME Section: 30 Block: 2 Lot: Building Permit#: .50 320/50321 / 43 50671 Name QTY Meter- 200 Amp, 240V 1 Meter- 200 Amp, 240V 1 Pool Receptacle- 20 Amp, 240V 1 Power Panel -200,Amp, 240V 1 Recessed Fixture- 15 Amp, 120V 157 Service Disconnect- 200 Amp, 240V 1 Service Disconnect- 200 Amp, 240V 1 Service Feeder-200 Amp, 240V 1 Smoke Detector- 15 Amp, 120V 7 Swimming Pool Bonding Switch 15 Amp, 120V Electrical Inspector: Anthony Giordano VdCAL "0 1APP 10:z .......... Certificate of Compliance ............................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC., 188 PARK AVENUE AMITYVILLE, NY 11,701 .P. ..(63.1) 598-5610, J _..................................................... .............................................................. CERTIFIES THAT Upon the application of Upon premises owned by Brilliant Electric Greenway Ll LLC/Laurie 20 Pratt Oval , , Klei Glen Cove , NY 11542 540 The Greenway East Marion, NY 11939 Located at6 540 The Greenway, East Marion, 'NY'11939 Application Number#: 24-96964 Certificate#; 24-96964 Electrical License#: 40896ME Section: 30 Block: 2 Lot: Building Permit#: 50320/50321 / 43 50671 Name QTY, Switch - 15 Amp,.120V 24 UG,Service Feeder- 200 Amp, 240V 1 Electrical. Inspector:'Anthony Giordano'' VaCAL . . _aAPPROVEDo .� �1 � •i : ELam. ,f• R' / 11 r fit' .i i • P � � "�` 1 ECE # vE,; . Iluildin ')ePartrnent Of SouthOld 10 Y 1 1 J/f" FIELD INSPECTION REPORT I DATE COMMENTS ChIt FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) Ilk, owl A"p -S)p ROUGH FRAMING& PLUMBING - ----------- INSULATION PER N. Y. STATE ENERGY CODE Ix S4 no lum-st or FINAL ADDITIONAL COMMENTS o 0 * . 45 osutFutk�oc TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received- APPLICATION FOR BUILDING PERMIT ' For Office Use Only � �,.,.I 13� PERMIT No. 5© ?) Building Inspector: JL� , I DEC 2 8 2023 'PP l+cat+ons antl forms must be f+Ile out m the+r ent+rety Incomple#e s ppl+cat+ons will nbt bye accepted �Where';the Appcant�snotthe owner,an BIJ ,D � D' P' � c.., 'Owner'si4utharization form(Page Zl shallxbecompleted {YO�x �_:, ^O "� 8n r" r Date: 12 OWNERS)OF P,ROPERTYM x, Name: �4C. - � - SCTM#1000-030.00-02.00-043.00Q Project Address:540 THE GREENWAY EAST MARION NY Phone#:516 238 3946 Email:M.ORLANDO@AOL.COM Mailing Address:11 LIVINGSTON STREET BAY SHORE, NY 11706 Name:MICHAEL ORLANDO Mailing Address: 11 LIVINGSTON STREET BAY SHORE, NY 11706 Phone#:516 238 3946 Email:M.ORLANDO AOL.COM a �. x''uN DESIGN PROF APLESSION INFORMATIO"N �� ° ' 7" b ; , aa�x Name:TODD O'CONNELL Mailing Address: 1200 VETERANS MEMORIAL HWY STE. 120 HAUPPAUGE NY Phone#:631 650 6666 Email:PERMITS TOCARCHITECTS.COM =m r �' -',,�.�u='cog-0� i.„M'i ^,,A' +,;<�>r �t�,a:r i�r+w",n 'a°°M�4�i'.'c5�u.a e�'� ^' 3 a, �✓.� �d a�, � ; CONTRACTOR INFORMATION!f , Mrs k of Name fifi,f2..a .__._...� 1... r- Mailing Address. Phone#: j�:;IN� ? 7 Email: >o ( .,& DESCRIPTIONOFPROPOSEDCONSTRIICTION 5.� ®New Structure ❑Addition ❑Alter„tion ❑Repair ❑Demolitio rove EstimaterLCnct of Project: ❑Other----------CACG Ua Z2 = ------ Will the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTYINFORMATION",^ Existing use of property:VACANT LOT Intended use of property:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes A No IF YES, PROVIDE A COPY. El Check Box After Reading:',The owner/contract or/desigo'profes siorialjs,respqqsjblq for all drainage and storm water issues asp by Z =Chapter 236 the Town code..APPLICATION•IS HEREBY MADE to fi puilding"Department for the issuance:of a Building Per pursuant to;the Building;Zone O'r'dinance:of th&Town of Southold,Suffolk,County,New York and other,applicable Laws;Ordinances or Regulations,for the constructiodof,buildings, ;addition's;alterations or for.re nova)o-.d,emolition as herem'descilbed The applicant;agrees to comply with°all applicable laws;.ordinances,building code,''. housmgcode and regulations and to admit authorized inspectors on premise's.and in building(s)fornecessa y inspections:False"statements madefierein are punishable as a Class`A misdemeanor pursuant to Section 210AS of theAew York State Penal Law.. Application Submitted By(print name): 1, ' 1 I C O< t�(� ❑Authorized Agent qbwner Signature of Applicant: C®NNIE®,pate: 1 Public, State of New York NO.01®116185050 STATE OF NEW YORK) Qualified In Suffolk Count��GG,,� SS: COrnmissloh Expires Aprll 141,2�d COUNTY OF ) �uJr' 'l 6.Ar-ate— q-/,/�5 CA being duly sworn, deposes and says that(s)he is the appplicaantD�a'yK (Name of individual signing contract)above named, (S)he is the 0 L,/(l w (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 7 15day of �)L� ,202-3 Notary Publi MEI:ENDEZ PROPERTY OWNER AUTHORIZATION NOTARYPU8UC,8TATEOF NEW Y Regl*atlon W 01ME0011838 (Where the applicant is not the owner) Qualffied In Suffolk County Commission Expires August 14th,202 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 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 . BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: 1 1 Location of Property: �J .1� ►yv��C- �f �(b!J �� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) . . Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(c ck applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 SURVEY OF PROPERTY p, LOT 105- MAP OF �� O N PEBBLE BEACH FARMS, SHEET 2 ,IV FILED:JUNE 1 1, 1975-MAP NO. 6266 SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. " T TAX MAP NO.: 1000-030.00-02.00-043.000 J x LOT AREA:22,396.80 S.F. (0.514 ACRES) YO YO - DATE SURVEYED:JUNE 16, 2023 0 as Y N a N -ELEVATIONS REFER TO NAVD88 m -ZONING:R40 -NO WETLANDS OR SURFACE WATERS WI�HIN 300' -NO WELLS WITHIN 150'OF SUBJECT PRC3 ERTY LAND N/F CHERYL&ROBERT SCHEIDET �7 O RESIDENCE-PUBLIC WATER d co w Z D o 0 30 60 � r LOT 106 z 2 Feet z In " 0 I m N66°28'10"E I / 290.88 Yo m 9 SCALE: 1 INCH= 3 O FEEP I 0.9'N 4'METAL FENCE 0.3'N J / ..` S ^ - IT] x 11 4°4 MON.FND. I 9 W 'm y (n I o r c (�I m x to z I 0 // // NI > 01 m B. rrl 0 n m Y I %42Ss LOT 105 — ——` // / N (� I� z x4�>B /�// / YOJxm 3 0 z I N - TESTHOLE O PO c 1n o // EL.41.54 / / S�8 z w m ®38.�7 9 �R IM c�a f= i / 3\.97�, 11 Z 2 OC X428s > / 0 11 C I� 4028 1 O T z ®'05 11 �� 0 I� MON.FND. x y, MON.FND, d x Z C Y� 71 290.86 42a> 4?94 �� S66°28'1 O"W s °r, ® 0 -o \ 9 9s 17 ` c r m S Om LOT 104 60'WIDE C) I r RESIDENCE-PUBLIC WATER PUBLIC F O RIGHT OF WAY .y LAND N/F WELSH620 LLC c V TEST HOLE (NOTTOSCALD E Y° a"fHr� MCDONALD GEOSERVICES '� o DATE:JUNE 16.2023 Y �x j GRADE ELEV.41.54 0.5' OL DARK BROWN LOAM LEGALNOTES' 1.COPYNGHT2022AJCLANDSURVEYING PLLC.ALLRIGHTS RESERVED. SM VARIOUS COLORS N -. 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209. SILTY SAN D SUB&DMSION 2.OF NEW YORK STATE EDUCATION LAW. 13' C �17-71�l\11 -- 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEALARE GENUINE TRUE AND CORRECT COPIES OFTHE SURVEYOR 5 ORIGINAL WORK U I 11 ANDOPINION. J 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP 51GNIFYTHATTHE MAPWAS PREPARED IN ACCORDANCE WITH THE CURRENTE%ISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BYTHE NEW YORKSTATEASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION 15 LIMITED TO PERSONS U NOD SURVI PIING 8c I N FOR WHOM THE BOUNDARY SURVEY MAPIS PREPARED.TO THETITLE COMPANY.TO THE GOVERNMENTAL AGENCY.ANDTOTiE LENDING INSTITUTION LISTED ON SC BROWN CLAYEY As THISS UNDARYSURVEYMAP. SAND If MTHECERTIFICATIONS HEREIN ARE NOTTRANSFERABLE 1 .S•`3 WA®UNG RIVER MANOR R©., M 'N®RVIL LE 1 9 6. HE UNDERGROUND IMP UNDERGITSOR ENCROACHMENTS IMPROVEMENTS EXISTOOACHMENW.THE IMRE PROVEMENTS ENTS W14OR END OFTENCROACH ENT BE ESTIMATED.NOT OV R ANY N UNDERGROUNDIh1PROVEMENT50RENCROACHMENTS IXISTORARE SHOWN.THEIMPROVEMEry-50RENCROACHMENTS AP.E NOT COVERED BY THIS SURVEY. C q 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE 30' SP 3 �IIONE. 613 1-846-99 3 ARE NOT INTENDED TOGUIDETHE ERECTION OF FENCES.REAINING WALLS,POOLS.PATIOS PLANTING AREAS.AODITIONSTO BUILDINGS.AND ANY OTHERTYPE BROWN FINETO OFCONSTRUCTION. MEDIUM SAND y B.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEDSEAL COPIES MAY CONTAIN 36' d MAIL: IN O@ I'" �2VEYWG GOM UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDITIONS.AND CHANGES, y 9.PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS 5U RVEY UNLESS OTHERWISE NOTED. NO WATER ENCOUNTERED 10.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. U a SITE INFORMATION: CODE WORK NOTES: 540 THE GREENWAY w,... PROPOSED OWTS, FUJI-CLEAN NITROGEN REMOVAL gym. EAST MARIbN, NY VISUAL WASTEWATER TREATMENT SYSTEM BEAGO O TOWN OF SOUTHAMPTON YSTEM ' . MODEL #CENT ALAN MOLLER B GW�R AIR or� oo N ARCH' 7 EE S'BASEMENT: 1680 SQ. FT. `' j o' TODD O'CONNELL ^ f AkR C H ITECT P.C. FIRST FLOOR: 1,680 SQ. FT. 2 ELECTRICAL FEEDER AND AIR SUPPLY HOSE 12o VOLT AIR L"' ir TOD SECOND FLOOR: 1,680 SQ. FT. (GONNEGTIOND owns TODD O'CONNELL AIA 5] 2" SCH. 40 PVC VENT PIPE FROM THE OWTS TO A MINIMUM s LONER 1200 Veterans Memorial Highway NOTE: OF 10 FEET AWAY AND MIN 12" ABOVE GRADE ENCLOSURE Suite120 -ALL UTILITIES AND LINES TO BE PROTECTED FROM HAZARDS, Hauppauge,NY 11788 TO BE FLAGGED AND MARKED SLOPE PIPE BACK TO OWTS. VENT SHOULD BE 3 FEET FROM P(631)650-6666 BEFORE EXCAVATION. VVINDOWS AND INCLUDE A CARBON FILTER CONTROL FANEL AND BLONER DETAIL F (631) 650-6667 C(516)658-0325 NOTE: ® CONTROL PANEL AND REMOTE AIR COMPRESSOR :-,It rl-RESIDENCES WITHIN 150 FEET OF ALL LOCATION FOR OWTS, APPROXIMATE, VERIFY WITHrs: >�r;i PROPERTY11NES OF SUBJECT PARCEL ARE OWNER PRIOR TO INSTALLATION ors I 0 SUPPLIED BY PUBLIC WATER o I -RESIDENCES WITHIN 150 FEET OF ALL ❑ SEWER CLEANOUT AT FACE OF BUILDING TYPICAL CONCRETE DISTRIBUTION BOXCA Cyi PROPERTY LINES OF SUBJECT PARCEL ARE �A,,,", ♦ p0 Mee► �` CONNECTED TO INDIVIDUAL SEPTIC IF A COVER WEIGHS LESS THAN 60 LBS A SECONDARY -ALL WETLANDS WITHIN 300' OF THE SAFETY LID OR DEVICE SHALL BE PROVIDED. CONSULT RESIDENCE- * „ MANUFACTURER FOR SPECIFICATIONS. PROPERTY DEPICTED (NO WETLANDS) h o NOTE:CLEANOUT PUBLIC -NO RECORDED EASEMENTS ON DESIGN CALCULATIONS: MUST TI BE INS N TAINLETED ONE WATER I I o2�935 SUBJECT PROPERTY PER TABLE 8 OF THE SUFFOLK COUNTY AT FACE OF BUILDING. IF 1 -ELEVATIONS IN NAVD88 DATUM STANDARDS FOR APPROVAL OF PLANS AND NSTALLED AT EXTERIOR _ 40.0 -NUMBER OF BEDROOMS: 6 CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS IT MUST BE TO GRADE. 44.0 /42.0 -DIAL 811 FOR UTILITY MARK;OUT PRIOR FOR SINGLE-FAMILY RESIDENCES I N66°28'10"E I POOL 44.0 / 1 IoI IU1 TO ANY EXCAVATION. TT.� 0.9'N - - 4'METAL FENCE - - - - - - - - - - - - 290.88 - 1() 1 TN / EQUIPMENT / - x �j 4p MON.FND. I � r REQUIRED DAILY FLOW RATE: "A3, ° / /o A PLO -4 6-BEDROOMS - 660 GALLONS PER DAY I y 1 4 CD Li / �� - �` _w-- - - W_ - - - / ° 1 N I I RESIDENCE- #O =„m,,� ( PROP.WATER LINE p W z ; ^;' I p ( a�/ 1,000 GA. o 29 0 0 �N// cr DRIVEWAY N1 I I PUBLIC PROPOSED DAILY FLOW RATE: I �1 --i -i V I --- M 1 GARAGE M I WATER FUJI CLEAN CEN5 - DESIGN 1000 GALLONS PER 1 / 40.o N //��"� I 1 °O i - I EL. 44.0 ------ - LEL./EIVD I I \ o,�p i DW#1� EX. DAY GOLF ' `. m I Q z GO COURSE- I x4 `�_��-44 - 0 COVEREJa 8OJx8' I W I ( r- TEST HOLE PUBLIC I ?S6 P0R09 / �t / J� I z m w u 1 "4 y-------------- / U III 8'OJx8' 2 L.P. / a, �., �D oPROPERTY LINE WATER I 3�e , ` ; / 0 2 STORY o ;-� I I W ° ° 5 00 I ZI _,\ .o I RESIDENCE o L.P. i FS I z I sro WN° �sa� N I DW#3T (L &(, � / os iL WM APROX.WATER LINE: im I \` 22,44, / F----- F.F. EL. 44.0 � S. � I � o J., �o LOCATION �I� ° P10 CONTROL PANEL IN I N / TSTHOL / 1 �q I I Z w m O W ( 32.0 / EL.41.54 � �OI NEMA 4X ENCL05URE OWTS CONTROL PANEL I / t -< IY F Z }PROPOSED LEACHI�JG POOL HousE Q� N INGROUND ¢�_ o / �sl s I w W 1 ° m wPOVIDI POLE PANEL Z I LGROUND 1 0 1 to c0 I t �-� 1 ~ V wCIRCUIT BREAKER 1 � POOL ; 40.0 10500 J \ 1 = 3 .1+®J °- $ Z d v I N 4 2 3 , ; b G x ��-• IR® a s �1 Z � �� oowp W 0 PROPOSED TREATMENT UNIT IN HOUSE POWER I NO FIELD I I 4285 32.0 / 20.02 r `r 1 1 ( I I a / }d o°m► = O PANEL-4, CONNECTION 1 DW#2� p I PROP.WATER LINE z a v F- ' PHEI #12#126IN I I L_W- -- - - W - - I-_W_ - 1 W- -- � o IULE 80 I12 ° in 1 40PROPOSED 50/o EXF ANSION LEACHING POOL #120 O �, 8PROP.GAS LINE ""20A iC, CONDUIT - - - - - - - - - - - - - - - - --�-- - - - - - x_--G- --_ - �-- _ �- - - - I VACANT w Ill MONTND. "42 xA hION.FND. 9 I o o OA I 2#IS I#12, 2#12, 290.86 8> 29 \ xQ LAN D- DW PROPOSED DRYWELL I #12G #120 \ S66028'10"W `�� o 1 42.0 I �0 9 PUBLIC U2TWWaQ P DUPLEX RECEPTACLE i LOT 105 40 0 I i o WATER L`�' o N W INSTALLED IN I P I 'n°OIP V L.P. EXISTING LEACHING POOL WEATHERPROOF i WP coMP. THI5 15 AN ARCHITECTS PLOT PLAN 4 IS SUBJECT TO ) Z sn z ENGLO5u VERIFICATION BY A LICENSED 5URVEYOR. RESIDENCE- MAP OF"PEBBLE BEACH FARMS,SHEET 2" TEST HOLE (NOT TO SCALE I 11 o z ' INFORMATION OBTAIN FROM SURVEY PREPARED BY: PUBLIC FILED:JUNE 11,1975 McDONALD GEOSERVICES I 160'wide � ��o��° i X DATE: JUNE 16. 2023 public -a Z MAP N0.6266 I rilght of way ' �' o I = AJG SURVEYING 4 PLANNING WATER d= -�� d � 4 FINISHED GRADE SITUATED < SURVEY DATE: JUNE 16, 2025 EAST MARION GRADE ELEV.41.54 I I d d m AIR COMPRESSOR TO BE PROTECT ALL ABOVE GRADE,AND LOCATED IN SECONDARY TOWN OF SOUTHOLD o 5, OL DARK BROWN LOAM BELOW GRADE,WIRING WITH PVC, ENCLOSURE. SUFFOLK COUNTY,NY DB DISTRIBUTION BOX CONDUIT,SCH.sO,MIN. TAX MAP NO.1000-030.00-02.00-043.000 SM VARIOUS COLORS I v v ON51TE WASTEWATER M LOT AREA:22,396.80 SF(0.514 ACRES) 13' SILTY SAND I � TREATMENT UNIT NOTES: TREATMENT s rsTE �0 PUMP'1 ELEVATIONS REFER TO NAVD88 70 1 ALARM EFFLUENT FLOAT NO WETLANS OR SURFACE WATERS FL 1. TREATMENT UNIT TO BE IN CONFORMANCE W/ 5WOGH PUMP SWITCH WITHIN 300' SC BROWN CLAYEY Iro2 SUFFOLK COUNTY HEALTH DEPT. REQUIREMENTS NO WELLS WITHIN 15OFTOF SUBJECT SAND s r 2. MIN. DISTANCE BETWEEN TREATMENT UNIT AND PROPERTY T z DWELLING TO BE 10 FT.; 30 sP BROWN FINE TO I w MIN. DISTANCE OF TREATMENT UNIT TO LEACHING 36' MEDIUM SAND p POOL TO BE 8 FT. NO WATER ENCOUNTERED z PLOT PLAN Q o LEACHING POOL NOTES: 0 2-I/2"VENTILATION PIPE Q � z 1. Use (2) 8 FT. DIAMETER, 8 FT. DEPTH PRECAST SCUM B m AFFL H CHAMBER Volue(gal) SCALE: I" = 20'-O" CONCRETE b'-2 " t3l Sedimentation Chamber 397 COVER TO GRADE a Anaerobic Filtration Chamber 396 � X IF DROP 'T' IS USED TYPICAL LEACHING POOL } Q lki U O LEACHING POOLS. (3) Aerobic Contact Filtration Chamber 181 z Q ON INLET ll�y Q z 2. USE 4" DIAMETER, APPROVED SEWER PIPE O Storage Chamber 90 X CIRCULATION Q _ _ FINISHED GRADE THROUGHOUT. O AIR LIFT PUMP O Disinfection Chamber 6 m n� ;at lines must I il�� - the m m ISINFEGTION Total Vol Lime 1069 _ ty �-- N N O W 3. omitted CYLINDER(OPTIONAL) LOOKINO TO GRADE ASTING z Q 511110I1t C09 r1 t r -11 ices. O �p Q 4. omitted 4" INLET PIFF OUTLET PIPE SPECIFICATIONS Ca11 11 Z5 w 75 , 48 hoursIII O O 5. BACKFILL MATERIAL SHALL BE COARSE SAND A 4 A Anaerobic Media PP/PE Filling Rate 32" �, - - " g! L=1 11=1I 1=1 1=1 =1I1= -T-I I1 ,F-2o 1 ir . Board T}' e Aerobic Media PVC/PP/PE Fillin.Rate ]7'iI AND GRAVEL. �' g -III-I I H I I III T_-1 -I 11=1 I I-- . �� �� ® Aerobic Media PP,PE Filling Rate 55"" I-I I-��-1 I 120', I 1=1 I-1 I 20" - 6. SLABS SHALL BE BETWEEN 10 AND 14 BELOWBlower 2.8efm -1I(-III= _ 111 ---EFFLUENT Tank FRP -11�I I- - " "��` GRADE INLET GAFF a O AIR LIFT PUMP Piing PVC i PP/PE -I(11 I I I Low Ltr� N `Y \, �! 7. SOLID CONCRETE COVER.SHALL BE BETWEEN 6" I-1 I -JI- 0❑a 0 ® �� Q Access Covers Plastic/Cast Iron �I _ � _ _ in Design Professional's Certification Required. 01 _ J 0 01-] J AND 12 Disinfectant(Optional) Chlorine Tablets -III- :? I_ >� Submit P.E. or R.A. Certification For BELOW GRADE. R INTAKE _11� '� III Y r 0 The Installation and Construction of the Sewage Disposal S 8. BOTTOM OF POOL SHALL BE A MINIMUM OF 3 FT. RECIRCULATION PIP LOW BAFFLE �f FLOW BAFFLE I i IS) f p System FLOW OPENIN6(TYP (GLEANING OPENING) B 111= O ��� �\� S Use Form WWM-073 ABOVE PLAN VIEW j I--I - IOOO GALLON �-III-I'll-1 LI, LI II 1111 I II I1- w p/ OL Z HIGH SEASONAL GROUNDWATER. ____ -III= > } SEPTIC, TANK 9. PER PARAGRAPH 5 106-A..4 OF THE SUFFOLK � ,� � w ,-DISINFECTION !r z COUNTY HEALTHCYLINDER(OPTIONAL) 24"MANHOLE LOCATE DROP 'T' UNDER ACCESS z DEPARTMENT STANDARDS, REMOVE AND REPLACE Ib" MANHOLE(TYP 18"MANHOLE(TYP 24"MANHOLE tTYP OPENING FOR MAINTENANCE >y LEACHING ! O � vATI INSPECTION E UIRED �1H O SECTIONS UNSUITABLE LON o 16 PI'TGHED Y4" PER I PIPE _ SOILS WITH SAND AND GRAVEL FOR A DIAMETER I, A�TYPE OR SANITARYc V OF SIX FEET 1414- " 4 0 GLASS 2400 PIPE PITCHED Ys PER I cn LEACHING POOL 3' COLLAR = �_ g CONTACT MEDIA .1�6'-0" OR 10, K GREATER THAN THE C G ( ), aT EALTT EPA T EiT t' 1 >r EXTENDING DOWN INTO A MINIMUM OF A 6' STRATA Or GNV NVAND s,RATA J-J-1 I I ■ OFSEPTIC, TANK NOTE5: r"MIDUAL TO IN CLEM SAM AM © I. SEPTIC 5YSTEM TO BE IN CONFORMANCE JAJ/ V / ACCEPTABLE SAND AND GRAVEL CIRCULATION O ASSEMBL5EMBLY SUFFOLK COUNTY HEALTH DEPT. REQUIREMENTS LEAGHIN6 POOL NOTES: O, 10. PVC PIPE TO BE INSTALLED IN ACCORDANCE 6,_ 01 6-0 " 4 2. MIN. DISTANCE BETWEEN SEPTIC TANK AND I. PER PARAGRAPH 5-106-A-4 OF THE DWELLINS TO BE 10 FT.;MIN. DISTANCE OF SUFFOLK COUNTY HEALTH DEPARTMENT O Uj WITH -11" Q2 4'-11" 5EPTIG TANK TO LEAGHIN6 POOL TO BE 6 FT. STANDARDS, REMOVE AND REPLACE ✓ A�OYA.- TAMP n/ r(1 APPENDIX E OF THE SUFFOLK COUNTY SANITARY 3. MINIMUM 1000 GALLON 5EPTIG TANK UNSUITABLE SOILS WITH SAND AND -_..._. - -- ~-- -- - - LL �J 4. MINIMUM 2-I S.F. LIQUID SURFACE AREA GRAVEL FOR A DIAMETER OF 51X FEET D_ Z CODE 0 5. A MIN, OF 4" APPROVED PRECAST 6REATER THAN THE LEAGHIN6 POOL (3' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � 11. PVC PIPE TO CONFORM 'TO ASTM D-3034. PIPE (3) AEROBIC MEDIA CONCRETE BOTTOM 4 3" WALL5 COLLAR), EXTENDING DOWN INTO A PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 1� 6. APPROVED REINFORCED PRECAST GONG. 6" MINIMUM OF A 6' 5TRATA OF La TO HAVE AERATION ASSEMBLY SLAB TOP IN LAWN AREAS ACCEPTABLE SAND AND GRAVEL SINGLE FAN10.Y RESIDENCE AND SDR CLASSIFICATION OF 35 1. DROP "T'S MUST BE FIRMLY PINNED OR 2. PVC, PIPE TO BE IN5TALLED IN accessory garage no sleeping OTHERWISE FIRMLY ATTACHED ACCORDANCE WITH APPENDIX E OF THE M La 1bu 6. LIQUID DEPTH MUST BE 4' SUFFOLK COUNTY SANITARY CODE to m 1- w NOTE: CLEAN OUT MUST BE INSTALLED ON a. FLOW BAFFLE OR DROP "T" REQUIRED 3. PVC, PIPE TO CONFORM To A5TM DATE 11/27/23 H S Rf,r (i O R-23-1505 m O M SECTION A-A VIEW SECTION B-B VIEW D-3034. PIPE TO HAVE 5DR TREATMENT UNIT INLET LINE AT FACE OF BUILDING. CLASSIFICATION OF 35 APPROVED— v O < z IF INSTALLED AT EXTERIOR IT MUST BE TO GRADE. 5EPTI0 TAN< TOTAL. i iAxlMurg1 BEDROOMS 6 1: O .. z EXPIRES THREE YEARS FROM DATE OF APPROVAL m � tu � N.T.S. O p Ca Policy Number: Date Entered, 11/10/2023 A`"V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYYi 11/10/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),;AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. I IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poiicy(iss) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dynamic Coverage Inc PHONE la Silver Beech Lane Arc No Ex : (631)369-6098 Fn�.No_ (631)369-58a9 E-MAIL Beth@D namiccovera einc.com ADDRESS: y .g Baiting Hollow, NY 11933 INSURERS)AFFORDING COVERAGE NAIC# INSURER A: Evanston INSURED Rush Builders Inc. _ INSURER B: INSURER C PO BOX 309 INSURER D: Islip, NY 11751 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDiTIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OFINSURANCE POLICY EFF POLICY EXP LTR INSO WVD POLICY NUMBER MIDO/YYYY M1DD/YYYY LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE OCCUR 3AA573292 6/6/2023 6/6/2024 PREMISES Eaocclrrence S I1001COO MED EXP(Arty one person) $ ; 5,0 0 0 PERSONAL&ADV INJURY $ 1,000,000. GENL AGGREGATE LIMIT APPLIES PER! GENERAL AGGREGATE $ 2,000,000 POLICY JECOT- 7 LOC PRomcrS-COMP/OPAGG S 2,000,000 OTHER: $ LEM AUTOMOBILE LIABILITY Ea accident $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ OS HIRED ONLY NO-OWNED AUTOS ONLY AUTOS ONLY Per accident S S i UMBRELLA LIAR 'OCCUR EACH OCCURRENCE $ 1 EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION 5 $ WORKERS COMPENSATION I STATUTE I FJ2 AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE ElN/A E L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (mandatory in NH) E,L.DISEASE-FA EMPLOYEE $ Wdesaibe under LrRIPTION OF OPERATIONS below EL DISEASE-POUCY LIMIT S i DESCRIPTION OF OPERATIONS r LOCATIONS r VEHICLES(ACORD 101,AddlSonal Remarks Schedule,may be attached if more space is required) Owner: Head of the Harbor LI, LLC Location: 19620,Soundview Ave,Southold, NY 11971 CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DFSC RIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE 'DELIVERED IN PO BOX 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 111971-0959 AUTHORIZED REPRESENTATIVE 01988-2015 ACORD CORPORATION. AIL,rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD Y Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured RUSH BUILDERS INC 11 LIVINGSTON ST 6318413234 BAYSHORE, NY 11706 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e., Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold PO Box1179 3b. Policy Number of Entity Listed in Box 1 a Southold, NY 11971 Z21348-000 3c. Policy Effective Period 9/8/2022 to 11/8/2024 4. Policy provides the following benefits: 0 A.Both disability and Paid Family Leave benefits. B. Disability benefits only. C.Paid Family Leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law, B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as desPdre ove. Date Signed 1 1/1 0/2023 By (Signature of insurance carrier's authorintative or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (only if sox 413,4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers' Compensation Law)with respect to all of their employees. Date Signed BY (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D13-120.1 (12-21) IIIII 111111°°1°1°1°°1°1°111°!1°1!°!1!°IIIIIII /7-09k,4& NYSIF New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^^^^^A 883134901 DYNAMIC COVERAGE INC 18 SILVER BEECH LN ❑i ' f BAITING HOLLOW NY 11933 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RUSH BUILDERS INC TOWN OF SOUTHOLD PO BOX 309 PO BOX 1179 ISLIP NY 11751 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12435 870-7 62472 02/02/2024 TO 02/02/2025 12/16/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2435 870-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DARIUS MROCZKOWSKI RUSH BUILDERS INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 713182609 a RECEIPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR, LICENSING, AND CONSUMER AFFAIRS ACTING COMMISSIONER JENNIFER CABRERA P.O. BOX 6100, HAUPPAUGE, NY 11788 (631)853-4600 Today Date: 12/12/2023 Application: H-56308=REN01 , License#: H-56308 Application Type: 1-lome ;rnpro ernent License Renewal Receipt No. 516684 Payment Method Ref. Number Amount Paid Payment Date Cashier ID Comments Credit Card $400.00 12/11/2023 PUBLICUSER5.0669 ------------------------------------------------------------------------------------- ------------..----------.. Total: $400.00 I Contact Info: RUSH BUILDERS INC DARIUSZ MROCZKOWSKI PO BOX$09 ISLIP, NY 11751 Work Description; 9 a Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE t Name ! " DARIUSZ MROCZKOWSKI Business Name This certifies that the Rush Builders Inc i ,bearer is duly licensed License Number H-56308 f 1 6y the Courtity of siiffolk Issued: 01/05/2016 i j Jec;.wifei-Cabs-era, Expires: 01/01/2W6 i Commissioner I Dad APPROVED AS NOTED DATE Bp FJ (P1by o b0 BY ' COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES 631-765-1802 8AM TO 4PM FOR THE AS REQUIRED AND CONDITIONS OF FOLLOWING INSPECTIONS: SOUTHOIATOWNZI A FOUNDATION TWO REQUIRED SOUTHOLDTOWN RMMM BOARD FOR POURED CONCRETE SOUTIIDI.DTOWNTRUSTO ROUGH-FRAMING&PLUMBING INSULATION - N.Y.S.DEC FINAL-CONSTRUCTION MUST SO=w BE COMPLETE FOR C.O. Z�23- I,50 5 SCHD I I-27 -2 3 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED TRUSS PLACARDING REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT A cderlo>rlighting EXCEED 2110 OF 1% LEAD. fnstalled,replaced or repahred shall conform to Chaptteri7Z PLUMBING Of the Town Coda ALL-PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE e `AitCHi'TECr'S" TODD O'CONNELL ZONING INI=ORMATION RCH C H ITECT P.C. TOWN OF 5OUTHOLD TODD O'CONNELL, AIA SECTION: 050.00 BLOCK: 02.00 LOT(S): 045.000 1200 Veterans Memorial Highway ZONE. R-40 REQUIRED f'ROPOSEO Suite 120 LOT AREA 40,000 SQ.FT. 22,396.8 SQ.FT. Hauppauge,NY 11788 FRONTAGE 150 FT. -M Fr. P(631)650-6666 ��� FRONT YARD 50 FT. 120 FT. F(631) 650-6667 CQ), REAR YARD 50 FT. 150.772 FT. C(516)658-0325 �M SIDE YARD (MIN) 15 FT. 16 FT. --/ SIDE YARD (AG6) 55 FT. 55 FT, try/1!Str itafrl �i i;-fi: .0 .lii BUILDING HEIGHT 55 FT. 54.1 FT. LOT COVERAGE 20 % 15 SK D `rNELL CALCULATIONS F.A.R. GALGULATION �l ZONE, R-40 g Z. POOTASE DW-I-2 AREA: RUNOFF FACTOR=1.0 , LOT AREA 22,5g6.5 50.FT. I884 SQ.FT. X 3" .p = 471 GU FT x 2 � °' °�s Q�� 15T FLOOR I806 SQ FT USE (2)8'(P x 8' DEEP DRAIN RING = 675.54 GU.FT. O 2ND FLOOR 1152 50 FT a) TOTAL 3,588 SQ.FT. DIN-5 AREA: RUNOFF FACTOR=I.O MAX F.A.R. 812 SQ = 5,550 SQ.FT. + (23a6.8*IoSK) .FT. X 3" 5,589.6& SF 12 = 203 GU FT m USE Ne 'O X 8' DEEP DRAIN RING = 337.Q2 CU.FT. N I MPERV I OUS SURI=ACC z # CALCULATION z _v 40.0 ZONE, R-40 W.POOTA6E � -I 42.o NOTES: z 44.0 1 LOT AREA 22 3a6.8 SQ.FT. 09'N N660281 TE 4'METAL FENCE 0.3'N I 44.0 290.88 I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' v z sx ISO& 50 FT ABOVE AVERA5E GROUND WATER ELEVATION. ) O / O � -�L 4 MON.FND. I IST FLOOR xQ3' O / �4 `9� COVERED REAR PORCH 340 5Q FT 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' g Q u � I a _ o / I FRONT PORTICO 78 sa Fr PENETRATION INTO RATEABLE MATERIAL. o F 5 O o i a 32.0 / /, DETACHED GARAGE 5T1 Sa FT 3. DRYWELLS MUST HAVE A MINIMUM OF 3' OF MUM�� I O Fes- 12772, EL.44.0 �� EL 43_5- J-42� -_- /-4 DW.2� I I COVERED PATIO 435 5Q FT " S _ �J 1 INGROUND 43.0 '�`_,� EL.41.0 PERGOLA 120 50 Fr PERMIABLE MATERIAL AROUND THE STRUCTURE. °o I POOL / 'Cl) EGRESS STAIRS 140 SQ FT ~i�i s 2 F I ► N CHIMNEY "~ i 14 SQ FT �O �� ° W ° TOTA �- ---� L 5 60 SO.FT. p u� X�266 x i N 2 STORY N // W O ' = 0 1 -- ---------------$��8 ; RESIDENCE / 1 CD °a� �Q°CoQ~ v I z i I F.F. EL. 46.0 / / m QD ~g B I � ' I _ ° �� / q Om W I I 1 I I YKI I I I I I /�� kTESTHOLE 40.0 1 x o s w t U IV \DW.3^ I I `�\ Y EL.41.54 / O ,-�a f WmW W I \`� I // \ �� t MIGRATED VN� Q0._0 "? �►V POOL I EL. 43.0 1 ______-- 43.0 _ ` , / ®W8'9 _ 20 EQUIPMEN� co I GARAGE L.41 50�� IM ® - TOP TYPICAL AT O FINISHED GRADE PAVED AREAS Q� lu V x `. I - �`-�-- iD �1 ELA1.0 `-� 3$.97+ ) .I �7 f� ~ U sn sn �- b5.85 42 29.0 DRIVEWAY O \ W.1 ( \ / I I °Q o O �- : :. i "Q< 24" E55 HOLE �!� z �Q I O D ` WI Tlll CAP REINFORGIN6 BARS - O O �8x D4 ......! '::`_Wv I r;;`- o Q x Q sp < I MON.FND. "- - - - - - - - xg - X - - - - ; FdlohoU La Ik1oN.FND. I......... 290.86 28� 91 o i \42.0 S66 2810 W \ `9� q� 9 '._ ,f IN.^`I WIRE FABRIC FOR TOTAL INTERIOR I l' '" INLET PIPE t 9 .9 GONGRETE AREA OF WALL _ I OVERFLOW 6' :: €,1'::;;; REINFORCEMENr, OPENIN65 PER PIPE SEE `=: €' DRAWINGS v v v m 40.0 MINIMUM AREA OF S'SEGMENT■ -t CIRCUMFERENTIAL Ie00sq.In.MAX., REINFORCEMENT,0.17 IbOOs In MIN. 60'wide public I`--{`5-lo"MAX. 1 ❑❑C] O O O right o wa L . I r� c1 0 0❑o (NOT TO SCALE) y �� o 0 0 0❑o .. TESTHOLE o❑o 0 0 o E.I iF:, ; µ-; McDONALD GEOSERVICES c❑� o 0 o r� o 0 0 0❑o DATE:DUNE 16. 2023 W,fi I! f E' 0❑o CI O o O o O o❑0 e I_I:.., I° o❑o 0 0 o r� o 0 0 0❑0 Q GRADE ELEV.41.54 1;'; m 0.5' OL DARK BROWN LOAM o❑o 0 0 0 o c❑ o 0 0❑11 OL SM VARIOUS COLORS SILTY SAND o 13' 1 '. L V ( Z o O z -O" z g,�..MIN. to Iv SC BROWN CLAYEY � ;,,. ., _ SAND -00MC.rS'TE FrOTINO Q TYP W} O W ~ n tY v Ll z0 __ _ 30' BROWN FINE TO 36 MEDIUM SAND I f.-, I - Q F- L.W I N t\V O NO WATER ENCOUNTERED <(� PLOT PLAN m N - } SCALE: 1" = 20'-0" TABLE R501.20) CLIMATIC AND GEOGRAPHIC DE51ON CRITERIA - CLIMATE ZONE 40 TO THE BEST OF MY KNOWLEDGE, BELIEF AND --j x <Z WIND DESIGN SUBJECT TO DAMAGE PROFESSIONAL JUDGEMENT, THESE PLANS O FROM AND/OR SPECIFICATIONS ARE IN COMPLIANCE Z &ROUND SPEED TOPOGRAPHIC SPECIAL WIND SEISMIC WITH THE FOLLOWING: Oul O SNOW (MPH) EFFECTS WIND BORN DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN W LOAD RE&ION DEBRIS CATEGORY 2020 RESIDENTIAL GODS OF NEW PORK STATE n n� ZONE DEPTH DESIGN BARRIER HAZARDS FREEZING ANNUAL PUBLICATION NOVEMBER 201CI OL 1� TEMP REQUIRED INDEX TEMP >1fl I MILE FROM BOF 5 FT OD To 2020 RESIDENTIAL CODE OF NEW YORK STATE ,I120 150 bl0 NO COAST AND B SEVERE BF& HEAVY SEE BELOW YES NONE 5q4 51° F CHAPTERS 12-25 FOR MECHANICAL SYSTEMS LU wlt FIRE 15LAND 2020 RESIDENTIAL CODE OF NEW YORK STATE - �- WINTER DE516N TEMP, CHAPTERS 24 FOR FUEL 4 GAS SYSTEMS • INTERIOR SPADES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LE55 THAN be*F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 2020 RESIDENTIAL GODS OF NEW PORK STATE ■ O • SYSTEM DE516N SHALL_ BE BASED ON MAX"2°F HEATING,MINIM -M*F COOLING y■. CHAPTERS 25-55 FOR PLUMBING SYSTEMS < T lt J u • DE61REE DAYS(NY LASUARDIA) 4611,WINTER DESIGN TEMP 15°,DRY BULB 59°F,WET BULB?5• F (2020 APG APPENDIX D) n • AS PER NYSBG 2020 CHAPTER 16 SECTION 16oa AND ASGE-1 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS 15 B • USE G FOR BOTH SOUTH SHORE AND FIRE ISLAND 2020 RESIDENTIAL CODE OF NEW YORK STATE z CHAPTERS 54-42 FOR ELEGTRI CAL SYSTEMS z I MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS (JV� ELEVATION LAT !^INTER SUMMER ALTITUDE INDOOR DE516N HEATING TEMPERATURE 2020 ENERGY CONSERVATION GODS OF NEW PORK STATE Ca H=ATIN6 COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE A5 ADOPTED WITH THE 2018 IEGG FACTOR TEMP GOOLI N& THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL Q (K 105 FT 410 N 450 F 86° F 1.00 -too F '15° F 55° F n UA-ALTERNATIVE AND A RESGHEGK HAS BEEN SUBMITTED m m ILI COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY WINTER SUMMER WITH THESE DRAWINGS. to z0 DIFFERENCE HEATI'146 GOOLING NET BULB RANGE HUMIDITY HUMIDITY O Q II° F 15 MPH 1.5 MPH -72° F MEDIUM (A 40% 52 OR ® 50% RH z O p N • 4 ARCHITECTS' TODD O'CONNELL i A,R C H ITE CT P.C. CLEAN SAND SHOULDER \ TODD O'CONNELL, AAA AREA. TYPICAL EXISTING ASPHALT 1200 Veterans Memorial Highway ROAD SURFACE. FLOW 1 ZT_ -/ 18''�'� MAX. C, tp C Suite 120 GRADE Hauppauge,NY s P(631)650-6666 G m F (631) 650-6667 RADE _.. . p Q ( ) 58 0325 LL �= Op QO�°p�G Q �/ S±}rS++S+ rfl l C.I�(iX Cik�'X (ii. (, D Q 0 CLEAN GRAVEL FILL. W J e- 2 LL D O p Q O FILTER CLOTH f / 6"MIN. o D 0 a a p 4" VERTICAL '� D o p O °O O UNEXCAVATED SOIL SLOPE �J 0 o II II FACE �O o �Do o°a o°�°°�% a o 0 o p Q o 0 o IlllJlllll �C 6 "' � IIIllllll= I� PERSPECTIVE VIEW BEDDING DETAIL '£ ' 8"THICK PRECAST FRENCH DRAIN DETAIL CONCRETE TRAFFIC BEARING SLAB. Scale: NTS EXISTING GRASS ANGLE FIRST STAKE TOWARD SWALE AREA L 36•. MINIMUM 2 x 2 � GRASS SHOULDER PREVIOUSLY LAID BALE. �� Jam,^' FENCE POST m AREA. TYPICAL L f—� CAST IRON INLET GRATE&FRAME GRADE GRADE FLOW �� �`� -�f�2 n WOVEN WIRE FENCE �; p (6 x 6 - 10 / 10 WWF) z _ III=11I _III z FILTER CLOTHCD z 11111LLLU E J N o Z ®® ® ® ® ® mil,. /� � �� — S`L v GRAVEL. �L �/` �—� EMBED FILTER CLOTH �"A =®® ® ® ® BOUND HAY BALES®® ® ® ® �n2�1 /� — PLACED ON CONTOUR MIN. 6" INTO GROUND °o�s� 8'DIAMETER x 8'DEEP PRECAST CONCRETE z N ®® ® ® LEACHING RING. �jf—� �� Q t� (� 4 " o$ o w ®® ® 2,RE-BARS: STEEL PICKETS OR `r° QZ 9Wz 2 x 2 STAKES 1.5 to 2 IN GROUND. NOTE: ;��v ®® _� DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA 11111=1111 HAY BALES. 1/2 ACRE / 100 LINEAR FEET MCLEAN SAND&GRAVEL4ANCHORING DETAIL � " W ° N GROUND WATER SECTION DETAILgt 2'-0"Min. 8'-0"Dia. 2'-0"Min. V O D E U6: STRAW BALE DIKE DETAILS 0 "Z SILT FENCE DETAILS � �'3��Oz° z Typical Section Leachin Pools ��� �o q�o- � GRASS SWALE DETAIL Scale: NTS SCALE: NTS p a= 3 ppp�... 4 SCALE: NTS ffiv Q Q FF U j 50' MIN. v v v BUT SUFFICIENT TO KEEP SEDIMENT ON SITE W HAY BAIL AND/OR w SILT FENCING > a 0 � I 0 J W• O W I[ z o w IN a 0 0 :• - Z 0 N 's c L L Q 11 r is +f z N O O w O w to '4. > G N 0 z Ld N �/ ~4 I..L_ Ow O U v z •F! N m m N O N N O Q y I — CONSTRUCTION ENTRANCE — FOUNDATION OF COMF ACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. m (A — } PLAN VIEW I- i < u� Z I EXISTING GRADE Z : 1� ROAD LU LUD CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. II SILT FENCING t' 1 UA HAY BAIL AND/OR I FILL TO18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. LU CROSS SECTION t1� < d-1LI z TEMPORARY CONSTRUCTION ENTRANCE Q SCALE: NTS tu U1 Q Ili m N z z O Q -w-I � O p � Ca ARCHITECTS -TODD O C' ONNELL R C H I T E C T P-C. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway Suite 120 — — — — — — — — — — — — — — — — — — — — — — — — — — — Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 10"x2O" P. CONO. FOOTINO • C(516)658-0325 K/(2) #4 REBAR W 2"x4" KEYWAY;MIN. 56" E3ELOk4 GRADE. (TYPICAL) 4" CONCRETE SLAB J 6" POURED GONG to W/ bxro 10/(0 W.W.M. FOUNDATION WALL OVER b MIL V.B. ON 4" REBAR VERT. COMPACTED GRAVE t a 46" 0.0. + #4 REBAR ON COMPACTED SOIL HORIZONTALLY. a 46" O.C. L — — — — — — — — — — — — — — — — — — — — — — — — — — 12" POURED GONG 7 7-7. 7 77, -— FOUNDATION WALL 7 K/#4 REBAR VERT. a 4,511 O.G. + #4 REBAR I— — — — — — — — — — — — — — — — — — — — — — — - -- — HORIZONTALLY. a 4&" O.C. 01 .201-011 i. 4" CONCRET SLAB # W/ &:Kb IOX0 ! OVER 6 MIL Y/13. ON < COMPACTEP> ORA 4" CONCRETE SLAB j q) Z) ON CoMpAfTED IL k4l 6Xb 10/0 W.W.M. T OVER 6 MIL Y.S. ON 4" z J, COMPACTED GRAVE 0_ ON COMPACTED 501E ZO < jj�L Vj i. z Wo- v A" W.W.M. ON IL Ell < L F_ WMH < < NEW EXTERIOR WALLS CONSTRUCTION pr'h M in < T 2X6 WOOD STUDS ® 161, O.G. PROVIDE 0 In U_ 1) R-21 AND 1/2" INTERIOR GYP. 5D. (5EE SPECIFICATION AND NOTES) AND 1/2" u o FL o T EXTERIOR PLYWOOD 5HEATHINS, AIR vs, INFILTRATION BARRIER AND SIDING AS Zo 5HOk4N ON ELEVATIONS. PROVIDE Y2" T (R2.5) RIGID INSULATION BOARD nMun Q_� :201-011 BEHIND 51DIN5. MQ91 '0 2v-011— Lr 41' 201-011 2 11 Vol 5ARAOIE/FEROOLA FOUNDATION PLAN SCALE: 1/4" 1'-0" PROYIDE TYPE --X-- OYFSUM WALL BOARD -Ile cV ON Y ALLS AND CEILIN5. Z x < OL BATHROOM/ OARAGIE DRESS — — — — — — — — — IU x ROOM — — — — — ---- Z o AIM LU o w o - - - - - - - - - - - - — — — — — — — - izi F - 1`4 — --4- -L ><'<� 5)2XI2 + (2)5/6"Al" (5ALVANIZEr, N -E STEEL FLITCH PLA* z __[-A — < A RED =X =x CIOVE 1FoFrH ` -1 rjL 13 0 U_ < L�j 1 10 tu 0 'LN x I_1U 75-)�x + J x cim I x V_ � ...=JV A FLI -AR )2XI2 + (2)5/4"XII'l AL NIZED STEEL FLIT OH PLATE {. - I L — — — — — — — — — — — — — - - - - _j %] >lux 23 0UA T_ ■ HOLD-DOWN / Q STEEL PIPE 01 %O)COLUMN < Mtju 4X4 NO POST Its) H X �PCD I DII 1, GALVANIZED 0 TE i 4X,66 ND POST — — — — — — — — — — — — — — — — &X(b ND POST ( � CI OARAOE/FEROOLA LAN 2 z 0 50ALE: 1/4" = 1'-0" < ILI 5TANDIN5 SEAM METAL ROOF TO BE 5ELEGTED OVER 30# BUILDING FELT RCHf'tEGTS: 4x3 ALUMINUM GUTTER W/ TODD O'CONNELL J.. 3x4 ALUMINUM LEADER TO ARCHITECT P.C. ,. BE SELECTED BY OWNER ` ON IX8 FA501A BOARD TODD O'CONNELL, AIA W/ VENTED SOFFIT 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 p v P(631) 650-6666 I /4'xll " M LVL RID OE �j IF(631) 650-6667 _ 4 WI H G NTIN OU5 RID E p v C(516)658-0325 ® IL VET - — f- ;or:f N V X M yM1�'A• n� �6 m 2X6 A00 HD ® 16" O.G. RIPPED 2X6 AGQ WD 0 16" O.G. RIPPED N ® " PER FOOT FOR DRAINAGE. i ® " PER FOOT FOR DRAINAGE. Z 0 � J z � FLAT M MBRANE ROOFING Z i o � Mffi-i PROVIDE ICE PROTECTION AS PER E F O Ca OO W 2020 RESIDENTIAL GOD O Nye,NYS R905.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 �� � H Y LAYER5 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE 5TRUGTURE-ROOF LESS THAN 4.5:12 PITCH MUST ICE 5HIELD' to -It d o v W v ENTIRE OF. ROOF 81:12 OR STEEPER REQUIRES MIN B FT. FROM EAVE EDGE Q s m F O (VOT 'Opp z Nil uNIL Q F�OzI� FLAN 1UP aQ= . Q z z � Q O J D- w cj nIO5.1 ROOF EXTENSION OL OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE v TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 Z INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, O Z WHICHEVER IS GREATER.WHERE A ROOF 15 TO BE USED FOR ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR N Z 0 SUNBATHINGR DECK O FOR SIMILAR PURPOSES,OPEN VENT 4" FRESH AIR VENT O La O PIPES SHALL TERMINATE NOT LE55 THAN 1 FEET ABOVE THE ROOF. 1 THROUGH ROOF O W I "103.2 FROST OL05URE I WHERE THE 4?.5 PERCENT VALUE FOR OUTSIDE DESIGN I (V m lY) TEMPERATURE IS O-F OR LESS,VENT EXTEN51ON5 THROUGH A N O ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN DIAMETER ANY INCREASE IN THE SIZE OF THE VENT SHALL BE N MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE f IN (V O !a OF THE BUILDING. — — f I I TABLE P320I.T 512E OF TRAPS FOR PLUMBING,FIXTURES 1 I TRAP SIZE PLUMBING FIXTURE MINIMUM (INCHES) HALF BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR I V2 BATHROOM --- --J 1 WHIRLPOOL ATTACHMENTS) BIDET 1 1/4 _ ----r-- CLOTHES WASHER STANDPIPE 2 r — I CW---� DISHWASHER ON SEPARATE TRAP 11/2 I 1 . ' ■ FLOOR DRAIN 2 I 1 cw—cm—cw—cN—cw KITCHEN SINK(ONE OR TWO TRAPS,WITH OR 11/2 I I HW M WITHOUT DISHKASHER AND FOOD WASTE DISPOSM I I cw— —C-H—µ cw O LAUNDRY TUB ONE OR MORE COMPARTMENTS 11/2 IY, 12" LAVATORY 1 1/4 I —E z SHOWER(BASED ON THE TOTAL FLOW RATE HWH BAGKFLOW 'n THROUGH 5HOWERHEAD5 AND BODYSPRAYS) Z PREVENTER • V z Z FLOW RATE: I ty O O 5.7 GPM AND LESS 1112 MORE THAN 5'1 GPM UP TO 12.3 GPM 2 MORE THAN 12.3 GPM UP TO 25.6 6PM 5 4 n UA u n 'I ' ow —cw cN cH to —•L►ay—Hw V ul J-U b �- CONNECT TO NEW O SEWER LINE l� 6 n� z_ la i��UMB �C7 (CJ tC7R M 0) m W N.T.S. curly z0 O Q z 11. O p N t�KFINISHED SECOND FLOOR IZT,/ELEVATI ON:717.21' HEIOHT:54.001' H'T-� E S TODD O'CONNELL R C H I T E C T P.C. TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516)658-0325 rr,14"rj rp f-rf i f-.r�r rr,r J TOP_OF DOORS AND WINDOWS -1qJHE I r7HT:5.0' TOP OF GARAGE Plr,>CEfj--N ELEVATION: 60-Z FINISHED SECOND FLOOR 12 ELEVATION:5-1.16' STANDING 11 14 NDIN5 5 METAL HE I C7HT:14.05' OF TO BE SE�Ec-'TED rKTOP OF DOORS AND WINDOWS I 2X6 AGG kO a I&IOC. RIPPED OVER 50# BUILD*O FELT HEI5HT:c`l.O' 0 PEP, FOOT FOR NAr7E.E 4x5 ALUMINUM OUTTE�,,W ZNA(53E. \ Z #O 5x4 ALUMINUM LEADERV BE SELECTED BY OWNER ON IXel FASCIA BOARD N/ VENTED SOFFIT i � � O LZ—j Z2XIO C.J. a 161, O.C. NEW EXTERIOR TTRUr-T\ION PRO IDE .2xb WOOD STUDS CLSI('�00 R-21 AND 1/2" INTERIOR 0 F. 15D. (SEE SPECIFICATION AND NOTE ) AND 1/2" EXTERIOR PLYWOOD SHEA INO, AIR INFILTRATION BARRIER AND 51DINO AS FINISHED FIRST FLOOR 5HOV4N ON ELEVATIONS. PI�OVIDE Y2" < ELEVATION:46.0' (R2.5) R151P INSULATION 50AFZD HEI&HT:2.55' IBEHIND 51DIN5. t;I tu f�KEXISTING AVERA %3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — tLAB AN, nV q: 45.1251 10"x2O" P. CONC. FOOTING ELEVATION: 45.0AP I, L2±J PV(:Z) #4 REBAR W 2"x4" 4" CONCRETE SLAB KEYKAY;MIN. 56" DELOki N/ bXb 10%0 N.N.M. 6RAM. (T�PICAQ tu 0 OVER 6 MIL V.S. ON 4." a" POURED GONG WK 0. COMPACTED GRAVEL 0-114 FOUNDATION WALL ON COMPACTED 501L W#4 REBAR VERT. a 45" O.G. + #4 REBAR v O COOL® C�IL IL 0 45" O.C. O OR055 5EISTION WHINA SCALE: 1/4" = P-0" Mfflm H l 0 0 0 k ca FINISHED SECOND FLOOR ELEVATION:-".2 1' HEI5HT:54.OcI' z OL LUO D- Z n TOP OF DOORS AND V41NDOV45 13 IN HEOHW75-0' TOP OF GARAGE RIDGE ELEVATION: bO. a H ii 0 FINISHED SECOND FLOOR 12 LU ELEVATION:5-T.I(or-- HEI0HT:14.05' 14 TOP_OF DOORS AND WINDOWS 7- HF-16Hf--q—.V JU Z I O O {� O � I LU lu OL LU � � lu I � o� FINISHED FIRST FLOOR, ELEVATION:46.0'r HEI0HT:2.55' 11NEXISTING AVER Ll ELEVATION: 45.125' L OARAOE ELEVATION m lu 2 n Z 50ALE: 1/4" O 0 1j) ;=; �XR6HTYEC-f'9" TODD O'CONNELL A RCH I T E C T P.C. i TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 / / �c+wmafar / .TAlpl.rww KrM. \ / W , LEA�O Nb MUeYI� \\ /' OKKOMKtEt M1lT[ 6VLF.MA \\ ` 4 TIINNM/Alr QDIM V TO A MIME \ Y,:,�, O�O'IX1M NO Mod_ \ o�ecdi�A*iv�e r�qu� `\ sraaa�x n I fflW=W AM ;�� I iA. 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I d -- ------------ -------------------------------- ---- -----------------------------------------------------------------------------------------------------------------------L--------------- U U U m ; 5I DE ELEVATION SfGY EXP05URE 5CALE: 5/52" = 1'-0" z Z O � w z O i RNCN.RAM 11.N. Ii- O W O 1--- MLPIIMA.CaGIm. -----------------------------\ IRNN/- '`*0ALL~Aq"x CI / Q \ MALL �- — — \ \\ tu PDAM AND E) , U` I .M MAW Itlsf Wx ----- 1------------------- --------- ----------------------------------------------- --------------- ---------------------------------- --------------- � �0JJJJ FRONT ELEVATION 5KY EXF05Ufi�E A v i0v v iv SGALE: 3/32" = I'-O" SG?�LE: 3/32" = I'-O" LU > LU F- �< to z a o m m � m N O z � 0 Q zO Q O p p