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HomeMy WebLinkAbout45883-Z Town of Southold 1/27/2023 y� P.O.Box 1179 53095 Main Rd o Southold,New York 11971 t CERTIFICATE OF OCCUPANCY No: 43 791 Date: 1/26/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3595 Beebe Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-9-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/12/2021 pursuant to which Building Permit No. 45883 dated 3/4/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front and side entries, outdoor shower and screened porch,to existing single-family family dwelling as applied for. The certificate is issued to Cohen, WI&Stevens,JG Revoc Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0340 2/13/2021 ELECTRICAL CERTIFICATE NO. 45883 6/14/2022 PLUMBERS CERTIFICATION DATED 1/26/2023 Cu)qok4w EaFt lumbing eat. A hori gnature o�Suffill/( TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE "ol• �4 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#: 45883 Date: 3/4/2021 Permission is hereby granted to: Stevens, Jane 3595 Beebe Dr Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 3595 Beebe Dr., Cutchogue SCTM #473889 Sec/Block/Lot# 103.-9-10 Pursuant to application dated 2/12/2021 and approved by the Building Inspector. To expire on 9/3/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $659.60 CO-ADDITION TO DWELLING $50.00 Total: $709.60 B ng Inspector oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ roper.riche rKED-town.south old.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stevens (Cohen) Address: 3595 Beebe Dr City: Cutchogue St: New York Zip: 11935 Building Permit#: 45883 Section: 103 Block: 9 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 38 HID Fixtures Service 3 ph Hot Water GFCI Recpt 20 Wall Fixtures 8 Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches R23 Twist Lock Exit Fixtures TVSS Other Equipment: 3-smoke detectors, 3-combination smoke / co detectors, electric oven, 1-microwave oven,gass cook top,range hood,dishwasher,20a clothes washer,30a electric clothes dryer,2-bath fans,4-paddle fans, Notes: 1-Tesler charger,2-combination ARC fault/gfci circuit breakers,6-ARC fault circuit breakers Inspector Signature: zV? Date: June 14 2022 81-Cert Electrical Compliance Form.xls OF soUryo;. •. Town Hall Annex _ Telephone(631)765-1802 54375 Main Road : Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD JAN 2 (P2023 LD, - BUILDINGDEPT. AWN OFS0UhI0L0 CERTIFICATION Date: / 2 Building Permit No. Owner: (Pl a ee print) Plumber:. z L-�165e / �C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead (Plumbers Signature) Sworn to before me this CONNIE D.BUNCH day o 20 dl/� Notary Public,State of New York No.01 BU6185050 ed in Suffolk County commission Expires April 14, Notary Public, .t,o mty SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE l /2----Z---_INSPECTOR 0f SOUIyo�O # * TOWN OF SOUTHOLD BUILDING DEPT. `yCOUHn��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ]NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: z, c DATE 7 �Z INSPECTOR OF 50U1y�� TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycouffm 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [XROPL13G. FOUNDATION 2ND [ TION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l(ll ji IV4i J iris,/ J DATE INSPECTOR Bunch, Connie From: Joseph Kollen <jkollen5@gmai1.com> Sent: Tuesday, January 31, 2023 10:21 AM To: Bunch, Connie Subject: Shower pic ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. j S^Vl. I f Sent from my iPhone 1 L4'5Q8 3 AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 5, 2022 ® N SEP 2 8 2022 f, Town of Southold BUILDING DE` P.O. Box 1179 Southold NY 11971 RE: Cohen Residence 3595 Beebe Drive Cutchogue NY To Whom It May Concern, Based on my inspection at the above address the footing,foundation,framing and strapping, insulation and rough plumbing were completed per NYS Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP .:I) lo jwr �t;o (J-) ��, FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) r.] ------------------------------------- 'FOUNDATION (2ND) � O ROUGH FRAMING& PLUMBING y 1 INSULATION PER N.Y: y STATE ENERGY CODE S* FINAL ADDITIONAL CO N .S - 30 l !o v '• ld•IV AwY = o o A. ---2 - a. 150.6o D 3 L- —b rn z x ' d ® b H ViFfVI't�®o TOWN OF_SOUTHOLD.—BUILDING DEPARTMENT Town Hall.Annex 54375-Main Road P. O..Box 1179 Southold,NY.11971-0959 • a :. Telephone,(63:1)765-1802 Fax(631).765-9502 haps://www.so .goov utholdtgmM _. .. ., Date,Receiyed,: APPLICATION FOR BUILDING P RMIT For Office Use only PERMIT NO. Building Inspector:A J FEB 12 2021 ,.'Applications and forms mutt be filled out in their entirety:;lncomplete;.,°: applications will not be accepted. Where the Applicant is noiA6 owner,'ar%;,` t; r! Ownees,Authorization,.form(Page,.2)shall be completed., Date: OWNER(S)OF PROPERTY: ' r' Name: S M#1000- . ,. • . .:._ . . .- . 7 Project Address: Phone#: a Email: Mailing Address: ^..:_ C NTACL PERSON: ;, ;:.>; Name. Co • Mailing Address:.3.�-..9� ��... . �� N ._:. ... 3 __....._._._.__:.:__:._.:_...:._::._:..: Phone#: • 73 X262 :.._ _ _:.:....._: Email:. -DESIGN•PROFESSIONAL.INFORMATION: Name: Mailing Address: �r; K Q /... ._ .�...._, ���. o6. a Phone#: Ema , CONTRACTOR.INFORMATION: „ Name: Mailing Address: Phone#: Email: - DESCRIPTION OF PROPOSED CONS RUCTION ❑New Structure Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ' ❑Other Will the lot be re-graded? ❑Yes RrNo Will excess fill be removed from premises? ❑Yes o 1 , ,.:. PROPERTY INFORMATION Existing use of property: ,� Intended.use of property: ' 'ef,,04511 % Zone or use district in which premises is situated: Are there any covenantea ,restrictions with respect to ( �S /d :T D She /v 3 � (99 /v this property? Dyes YES, PROVIDE A COPY. Ch"eck.Box:Afier,Raading:!The o"r/ooritiactor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town'Gode.APPLICATION IS HEREBY MADE to'the'[iuildingpepart�r ent fo .the issuanq of a"Building Penult pursuant'to the Building Zone Ordinance of the':Town�of Southold,Suffolk,County,•New York and"other applicable laws;ordinances or Regulations;focthe construction of buildings, additions,'alterationsor for'removal or'demolition as herein described:.the'applicant agrees to comply with all applicable laws,ordinances,building code, ` housing code and regulationsandto admitauthoriied inspectors on'premises'and in buildings)for necessary inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 2i0.45'6f the New York State Penal Law: Application Submitted By(print name): OAuthorized Agent 'Owner, Signat re of Applicant: s ate: tPE OF NEWYORK) : . COUNTY�OF •. ) m �LS�'�n being duly sworn,deposes and says that"(s)he is the applicant" (Name of individual signing contract)above named, - - - - - - (S)he is the D .e� (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 10 . - h r _ day of 20 Notaryu ic' TRACEY L. DWYER " NOTARY PUBLIC,STATE OF.NEW YORK, PROPERTY OWNER AUTHORIZATION NO.01DW6306900 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,24Rd_ 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 ... . lac- u WSoOTHo�p BUILDING DEPA12TMENT-Electrical Inspector TOWN OF 5OUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 o� Southold, New York 11971-0959 'relenhone (631) 765-1802 - FAX (631) 765-9502 Ir roger.richertCctown:southold,nV..us APPLICATION FOR ELECTRICAL IKISP�CTION. REQUESTED BY: r c , Date: ;-C 1 Company Name: I Name: � ±(,(- LS�' License.No.. email: Address: Phone No.: 6.3i 767 � 3 JOB SITE INFORMATION: (AllInfformation Required) Name: - Address: S Cross Street: u• ��S Phone No.: 60 Bidg.Permit#: </ email: Tax Map District: 1000 Section: Block: Lot: BRIEF-DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: 1 Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: YES! NO issued On Temp Information". (All infonnation required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service l=ire Reconnect- Flood Reconnect Service Reconnected -.Underground-Overhead #Underground Laterals 1 2 H Frame - -Pale Work done on Service? Y N Additional Information: pgYMI=NT ijUE WI-1-HA ION Ca 1 82-Request for inspevoon FormAs �) I I I I I I I I I I I I I I I I REVISION \ . de--in- date \\ 1 Q Bultl,ng Doparlmcnt Comment 030221 I \\\ \ I - \ I I \ ° . — ° – \ — . _ �. ®a -�-,t : - �� ' ° /',' '$ .. .J,°' /1', I ' OPE �, ... .1. �ylr �� „ � . Rgil�LI. 1 I ~, V ..:' 1 — .. .. .. ... - 1 1. l 1 t .. �:' . I-. `', I 11 a' �` 0 .: ,. .. \ � ., . __ __ -__ - - - I. `� I - SET6Ap':: :�...:1:. __ _ _ - - _ _ _ _ _ _ ___ -� ==4•:r 1 B7ding Depannnenl 01!042020 f ya: .. ... ... PROPOSED o.Cy _- -- - - - - o. to whom issued date, \ ..-.. .. - - - ISSUE .•. "'/� .:::o NEW FLAT RC F STONE DRIVEWAY "'"• •.. '"" .., \ :-: W" - E%TENS ON (BELOW) NEW SUN POOCH ..o .. .. \ ,. 19'-2 .... :':.... 16.1• - t - ° ,+: ... ... ... ... ... _ r ..... .... :... .a ,... ... .Y: - - .', 1. ,:50'.0 i ..,,. ., r I ... 0:' .... ." - 6 rtl ' OWNERS I I I I ;� .,,. 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I." /...�.'. dale' January,dlh.2021 ... ... .. ... .. .. i... _ % 1 .. ... ., .. .. .. ... scale __ r-- .. ... .. .. 1, .. .E as shown -- - dravm by CM .��:'. .. 1. checked by CJM PROPERTY UNE - - - _ _ - - I�'l. _ phases Pe,mit � Proposed Architectural Siteplan 1 0003 I I I I I I I I I I I I I I I I ­--1.1— r nastas .i architects Project: 3595 Beeve Drive Cutchogue NY,11935 Re: Southold Building Department Comment Response Date: March 15t,2021 Dear Amanda, This letter is in response to your inquiry for 3595 Beeve Drive, Cutchogue NY, 11935. i We certify that the R-value on the new floor will have a minimum of R-30. If you have any other questions please do not hesitate to contact us on to 201.653.2577 Sincerely, �q Z161A, F John Nastasi nastasi architects 321 newark street, hobo ken, ni 0 703 0 tel: 201.653.2577 fax: 201.653.2642 • GENERAL CONDITIONS: HOWARD W.YOUNG,LICENSE#45893 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT studio a/b architects SITE PLAN BASED ON SURVEY BY ABBREVIATIONS: OF YOUNG&YOUNG,400 OSTRANDER AVE.,RNERHEAD,NY 11901 OF HEALTH SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS, DATED NOVEMBER 11,2019,LAST UPDATED,MARCH 12,2020 AND SHALL BE STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S Riverhead, West Main Street, < LP LEACHING POOL CERTIFIED TO WILLIAM 1.COHNE+JANE G.STEVENS INSTRUCTIONS. Riverhead, NY 11901 I & AND MAX. MAXIMUM 631 591 2402 AT 631 323 1426 r B.C. BOTTOM OF CURB MIN. MINIMUM AREA:23,410 SF 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE r- @ MIN. NOT TO SCALE NAV DATUM 1988 glynis@studioabarchitects.com BW BOTTOM OF WALL PURSUANT TO CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES) BW CONCRETE PROP. PROPOSED PROPERTY IS-79'TO FAST CREEK AND ENDORSEMENT J(INNOVATIVE AND ALTERNATIVE TREATMENT _ C.O. CLEAN OUT REQ. REQUIRED SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF mailing address: ^, (v pg DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF IN FEMA FLOOD ZONE WITH 0.2%ANNUAL CHANCE FLOOD HAZARD, PO Box 444 4 • HEALTH SERVICES AREAS OF I%ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTH LESS LABOR,LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK E or ELEC. ELECTRIC COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR,LICENSING, Orient NY 11957 ELEV.or EL. ELEVATION ST SEPTIC TANK THAN 1',AS PER MAP 36103C0164H,EFFECTIVE 9/25/2009 AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE {E1 G GAS T.O. TOP OF erly HOLDERS. . , HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB now of for► e� & CO d H PE INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL BeeCh 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR o WASTEWATER TREATMENT SYSTEM W WATER Ke Kann L,Beecher WARRANTY. C^ INV. INVERT W/ WITH ,_..* (Dwe�1�n9 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M LEACHING GALLEY C� )A OWNER AND SERVICE PROVIDER. EEPROPERTY PRESSURIZED ED SHALLOW l OC jOrmedy DRAINFIELD SHALL BE COVERED BY THE SAME O&M AGREEMENT. now BoeC,\,Man 5.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS APP';OX. LOC' Or W ater) r (SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES). t-b we11in9`MPu !',1 �L SANITARY SY5`1`EV D j 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE Owner. INSTALLED REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; William I. Cohen + O&M REQUIREMENT;ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER REQUIREMENTS THAT SCDHS Jane G. Stevens Cn now or for►�1e Trust +v` a DEEMS NECESSARY. 0�-. Derrtiarin�s� 7.PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: NaCant) I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL 0 NITROGEN OF NINETEEN(19)MG/L OR LESS. PROPOSED �tt� ® �i^a►�� -� EL 1302 SEPTICITREATMENT CONSTRUCTION CRITERIA: COVERED �/ • 013 Fj0 ) 1.SEPTICITREATMENT property Tax Map#: I CONCRETE SHALL BE MINIMUM 3000 PSI,28 DAYS SET,AND COMPLY 1000-103-09- 10 PORCH / �79 t WITH ASTM C-1227-1 OA, "STANDARD SPECIFICATION FOR PRECAST site street address: 167 .615% Vic F CONCRETE SEPTIC TANKS" 3595 Beebe Drive a% 11 ALL NON-CONCRETE TANK WALLS,FLOORS, ROOF AND ACCESS . h licwater) Cutchogue,NY 11935 pub ,� �,�,� � 2 U) �. COVERS SHALL RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). �Dwe11 u, LF# -t 111. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL ' r� �0p CONFORM TO THE INTERNATIONAL ASSOCIATION OF PLUMBING AND ' ' .+.I MECHANICAL OFFICIALS'AMERICAN NATIONAL STANDARD FOR �� �.�, N 0 � EL 11� PREFABRICATED SEPTIC TANKS"ANSI 21000-2007 AND ANY UPDATES THERETO. 0 ` t� Ay �"' x N. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE 6°), M fV 0 {H ' pRZVEW 0 Z MANUFACTURER AND DISPLAY THE FOLLOWING INFORMATION Q j; ?pop -3 >cK m CD " PERMANENTLY MARKED AT THE INLET END OF THE TANK: No. 1 Description Date PR o 6 rO 1. MANUFACTURER NAME OR LOGO 0 �. ; - - ' � .'� t�/ LF#3 a � �g� 2. CAPACITY AND NUMBER OF OPENINGS - j , D`vra� 0 6�s 265 WELL 3. MAXIMUM DESIGN LOAD -- Y p�y-,�•�'" caRacE SI° O 4. THE DATE MANUFACTURED. `< �^� ✓ / N FF 12 5E' y o�p '• V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED ✓ EL 12M N i, 0 � - - „ N PROPOSED f �0 (PP t o � n" (D GRADE, BE LOCKING,TAMPER- RESISTANT,WATERTIGHT, INSECT- S79046 '101! ADDITION ` u� --SANITARY SYSTEM DESIGN: N O 7 .c PROOF,FLAT,SKID-PROOF,AND BE APPROVED FOR SEWAGE USE. --�---- RESIDENTIAL SAN - 5 'r`r,03 ��.c > 1 � COVERS AND RISERS SHALL BE CAPABLE OF WITHSTANDING A TRUCK 2a - O .� I 3 ��6• % ! O F 2500 LB FOR 60 MIN WITH A MAX.VERTICAL - #OF BEDROOM: - WHEEL LOAD F . I O - ` 7:4���� - POWER SUPPLYCONNECTED TO DEDICATED 115 VOLT AC,SINGLE- DEFLECTION OF 1.5 IN. + ` ADVANCED TREATMENT UNIT: 1000 GAL.CONCRETE SEPTIC TANK FOLLOWED BY " Y,7 PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL FOR STAAR 0.5 BY SEPTITECH, � � VI. ALL COVERS FOR PRE-CAST CONCRETE STRUCTURES,WHEN NOT SEPTI-TECH t MECHANICALS AND SEPARATE 15 AMP CIRCUIT FOR CONTROL cD A SUBSIDIARY OF BIO-MICROBICS,INC IN A 1000 GAL. ! I t tt 0, 3 REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST i CONCRETE TANK. PROPOSED PANEL(2 AMPS)PROVIDE CONNECTION TO GENERATOR REINFORCED CONCRETE(OR EQUAL) PGOC,K A Gr20N TERRACE STONE �' VII. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON- -- -- - I/A OWTS CAPACITY REQUIRED: SCDHS RESIDENTIAL STANDAARDS i� ° 400 GAL AS PER C'JTDOOR S4OWER CONCRETE SEPTIC TANKS.THEY SHALL BE SET AT FINISHED GRADE,BE IIA OWTS CAPACITY DESIGNED: 500 GAL PER DAY wk's O '.', - FUTURE 50% / N LOCKING WATERTIGHT INSECT-PROOF,AND BE APPROVED FOR - - LE=ACHING FfELD � �~ zCONTROL PANEL ATTACHED TO HOUSE W/ SEWERAGE USE. I Com?` ; `� Z � EXPANSION Q i __4 VIII.IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY EL 12(116 VIBRATION ISOLATIONLo -i - - - CLOW DRAIINFIELDS, USING 39"WIDE -- AIR INTAKE W/CARBON FILTER LID OR DEVICE SHALL BE - - LEACHING SYSTEM: PRESSURIZED SHA � W W � �°' PROVIDED. - - GEOMAT BY GEOMATRIX SYSTEM:i.REPLACE SOILS WITH CLEAN SAND AND GRAVEL FRAaaE sv Sµ_D ABOVE EXISTING SP LAYER,ALSO FILL TO REQUIRED ELEVATION.GEOMAT TO BE EXIST.SANITARY SYSTEM TO BE ABANDONED ?''h � ��`" 2.SEPTIC TANK&IIA OWTS SHALL BE WATERTIGHT AND CONSTRUCTED DIRECTLY ON FILLED SP OR SW SOILS. PERCOLATION TEST NOT REQUIRED AS PER SCDHS STANDARDS t--- C, `' �'F#t , tIE B OF SOUND AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO rINSTALLEDFOR SW OR SP SOILS. FOR CATEGORY 1 IIA OWTS ON SAND AND LOAMY SAND,A �'E�EG - STONE DRIVEWAY AND CURBS TO BE REMOVED QL. EXCESSNE CORROSION OR DECAY. --. ^^r;j ler t. r-^:' i � r+PERCOLATION RATE TO BE 1 -5 ti11N/1N,WITH AN ALLOWABLE APPLICATION RATE OF 3 BELGIAN BLOCK APRON TO BE - : g2: o t f�--- _ A. ALL SEPTIC TANK&IIAOWTS MUST BE CERTIFIED AS WATERTIGHT BYY AS PER SCDHS TABLE= 13. REMOVED,REPLACED W/CURB SEPTI TECH STAAR 0.5 TREATMENT m F- _PERCOGAUSFDA - C.. _ MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING�" --� �' �' "'ti , �rSYSTEM W/1000 GAL CONC.SEPTIC METHODS.(2)ROWS OF 39"WIDE, S�M/N t r� �- r tTANK C/�',UIRED LENGTH FOR EFFECTIVE WIDTH 39 INCH WIDE GEOMAT: PRESSURIZED GEOMAT, - N r -a' - t ' I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG),FOR 2 REQ :" ---- - 110(GAL/DAY)x 4 BEDROOMS=440 GAUDAY(AS PER 5-110 A2) EL 1oz1 - - - CATION RATE OF 3 GAUSF/DAY=REQUIRED AREA OF 147 SF. EA.23'LONG, 23 O' i i ' pGK �`6�� MI"BUTES WITH A LOSS OF 10%OR LESS. i. . �A DIVIDED BY AN APPLI 10'CLEARANCE TO TREES .: EL 1 e �/RW'�P" AL TAN LET - _ �. 39 IN/12 IN=45.2 LF -'--' 11 WATER TESTING•SE K'FILL TANK WITH WATER TO OUT i - - 25 FT YP 4. .. 147SF/3 ( INSTALL ROOT BARRIER(T } � `"" """"""'"•"'""`•"`� � _ , �` ,� �9 INVERT ELEVATION FOR 24 HOURS REFILL THE TANK TO , 50%EXPANSION REQUIRED=23 L.F �_ ���. OUTLET INVERT AFTER 24-HOUR PERIOD AND LET STAND FOR 10 - A HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. '- =}` ''- - - --�t'�`T DESIGNED:(2)ROWS EACH OF 23 FT;TOTAL LENGTH 46 LF SIZING , ^' o, B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A r------ -----Y ----- - 50%EXPANSION:(1)ROW,23 LF;"TOTAL LENGTH 23 FT. TRANSIT DIA.: 1.5 IN .� 1 P. ..,x_. ( '�EL860 i .. , .� rt, �-+t^'.,.+�y. y.�.'.Y.t,.i: .. •,t � S WITH ORIFICE SHIELDS SPACED 2 FT APART MANIFOLD DIA.: 1.5 IN - WATERTIGHT,SEALED . 5/32 INCH HOLE IN �"°� �' Z '' � FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE 12 HOLES PER LATERAL;24 TOTAL LATERAL DIA.: 1 ELe 81 PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP.FOR CONCRETE _ -M ^^�� `ry"�s`.'p,.7,fir`" ..'``'"� #ORIFICE/LATERAL: 12 �'',' `�' #LATERALS PER ZONE: 24 �J EL 1134 `�, �� VY �y arm TANKS,THE FLEXIBLE JOINT SHALL BE CAST-IN-PLACE AND ANY NEW ; cx-- ,� M''" - DOSE VOLUME: l/ a 814 ` O pt�e SGh� HOLES REQUIRED TO BE INSTALLED ONSITE SHALL BE CORE-DRILLED. M #OF ZONES: 1 �,.s jJ I 0 0� 0 Ow o { p eggy 3 _ REQUIRED MAX: 0.25 GAUDOSE�{147 SF=36.75 GAL(SCDHS 5-110 F 6 b) +t C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE(1)-INCH D e T-; : 4�.�.0 c.(.-%; �'.':,`-:a.-..'.��" 1"'j-�'-I•�-- E DESIGNED:30.0 GAUD DOSES/DAY,OR EVERY 1 HR AND 10 MIN. SIZE OF ORIFICE: 5/32 IN EL 724 n a & a<e�� BUTYL RUBBER JOINT SEALANT WHICH CONFORMS TO ASTM C-990. '- U12.7 GAUMIN= 1.36 MIN,OR 1 MIN 22 SEC. LATERAL LENGTH: 23 FT �O `�� SGh� Pub`�G t i RUN TIME for 30 GAUDOSE:30 GA ,� JOINTS ALIGNED IN THE SAME PLANE WILL ALSO HAVE FLAT BUTYL TAPE .? ';'; DEMAND DIFFERENTIAL IN FLOATS: .083 X 10'X 3.9'=3.25 CF/IN IN HT.X 7.48 GAUCF OR HEAD AT LATERAL END: 3 FT (2.3 FT REQUIRED) �1 -"� �,\\�a'� vj��r APPLIED TO THE OUTSIDE OF THE JOINT, Of fortnetleZ& W 24.31 GAUIN IN HT.30124.31 = 1.24 IN. SLE-NATION LIFT: 5.0 FT � •r,� �_ �,,. �g�\erg �� * a• ty �� , TRANSIT TOTAL: 36.0 FT no e\MenenendeZ ` , CAPABLE OF 12!.7 GPM WITH TOTAL DYNAMIC HEAD OF 8.9 FT MANIFOLD LENGTH: 5.25 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM PUMP REQUIRED THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVER. GOULDS LSP03 COMPLIANT Maas e`aMpUbC,G�ate 1 �% #,° M 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE with ] EL 5 48 we,`�ng L PROVIDED BY AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT VENT TERMINATION �D LEAST 20 INCHES IN DIAMETER,AND IN COMPLIANCE WITH 5-111 AND cr ?; ', c,"•' '.,. c °":.i;:':. ::a...,. ` :µ VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE ROOF - - -____ __ 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL OPENINGS SHALL LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM HORIZONTAL �` I/A OVVTS LAYOUT -__ -- MEET THE FOLLOWING REQUIREMENTS: SEPARATION OF 12 INCHES TO THE SLOPED PORTION OF THE ROOF. 1" - 2O'-O" A. OPENINGS SHALL BE PROVIDED OVER ALL INLET AND OUTLET PIPES ----- ----------'- - B. WHERE EXTENSIONS ARE REQUIRED THEY SHALL BE WATERTIGHT POWER SUPPLYCONNECTED TO DEDICATED 115 VOLT AC,SINGLE-PHASE, - -- C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL t r';;•,. „ . . .t i I' . `-=T� " --- BREAKER ON HOUSE PANEL FOR MECHANICALS AND OF NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH $ - !"'R' !w$a�I s Y`° 'a 20 AMP CIRCUIT BRE f SEPARATE 15 AMP CIRCUIT FOR CONTROL PANEL(2 AMPS) ACCESS OPENING TO WARN"ENTRANCE INTO TANK MAY BE FATAL" PROJECT ' PROVIDE CONNECTION TO GENERATOR 5.EHIGH GROUNDWATERI ADDITIONAL TANK WATERPROOFING Innovative a n d i ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL CONTROL PANEL - (2)PRESSURIZED GEOMATS, EA 23' � WATERPROOFING: 4"WASTE +' WITH V LATERAL PVC PIPE, SCH.40 - A. ADDITIVE TO CONCRETE MIX(ZYPEX OR EQ.) Alternative Onsite � ' f � CAST IRON WITHIN 2' FROM / B. WATERPROOF COATING ON THE EXTERIOR OF THE TANK i (CONSEAL CS 55 OR EQ.) FOUNDATION WALL,CONTINUED TO -- FINISH GRADE LOCKING TO GRADE ON 12G f EXISTING GRADE Wastewater Treatment ' CLASS 2400 OR SDR 35,(OR SDR40) j 1 1.5"PRESSURIZED PIPE' X 3s' zd„ 3G- GROUND ELEVATION 11.8' HOUSE FF EL. 14.17' ; I 114"PER 12"SLOPE MIN. - AIR INTAKE RISER(T YP) <_ 0 PROVIDED BY THE System (I/A i j / SCH.40 OR EQ. 0 SEPTIC TANK&I/A OWTS INSTALLATION STA ^ O ' 3.0' 3 LOAM MAN `J n m 1 ALL APPLICABLE RECOMMENDATIONS PRO _ LOCKING CASTING FINISH GRADE 11.74'+/-' ALL BE IMPLEPJIENTED nn '�� l+ . U�ACTURER SH TO GRADE,TYP. s MIXED SAND&L ; � ' i I 11.90'ABOVE MATS j' --! 1 MAX. 1.0' Beebe Drive �SI,h. C O / T �� !rs�4�� 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL GRADE ELA 1.74' _ _ / EFFLUENT - PALE BROWN FINE SAND DIRECTIONS(WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE SP QUARTER INCH ON A MINIMUM 3 INCH THICK(OR MANUFACTURER'S ` ` - --'--_ N ��' 7.0' RECOMMENDATION)BED OF PROPERLY LEVELED AND COMPACTED HALL BE PLACED SAND ~ {'' I r . „� (FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL S ` �' INFLUENT I , i - ROOT SHIELC i ce, r. i o> _ ROOT SHIELD SC BROWN CLAYEY SAND AROUND THE SEPTIC TANK&IIA OWTS IN SUCH A MANNER AS TO AVOIDS �0 1aQ0 G° O 10.0' DAMAGEAND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF �q"C 02 '� REPLACE EXISTING SOIL W SAND AND - � �r h!�_- j z °' ' c a F- P BROWN FINE SAND LARGE STONE STUMPS,AND CONSTRUCTION DEBRIS. Q I GRAVEL ABOVE SP OR SW SOIL LAYER 11 3' S S S A -- - 1 MIN.3"SAND OR �? AS REQUIRED PER SOIL CONDITION) 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED /' t o^i i 1 PEA GRAVEL,TYP. z } N -- HIGHEST EXPECTED z ( I/A OWTS a yo u i I _ GROUNDWATER EL.1.0' GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW U WATER IN BROWN FINE SAND FINAL GRADE.FOR SEPTIC TANK&I/A OWTS WITH DOMES,THE TOP OF ! d Q Q SP THE DOME SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET GROUNDWATER EL. 1.0' + } - _ 8.0 OR LESS THAN ONE FOOT BELOW FINAL GRADE. - 1 . J -. W - - 1 _ � __ O+ O GENERAL NOTE Project number 2023 EL.0 r 1 -. --- -- v a, - 2 N M Fv 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: _ t CD rn rn gz '- -' O°J 0o TEST HOLE w Oz - a'• w w 0 Q a' W W o ~ BY McDONALD GEOSCIENCE -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN _ ►- O PENS RATES. Date 6/26/2020 W t-u•) f- j > O m O w z z m O w Z Z m W m W DATE: 11/07/2019 -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. Drawn by _ GB SECTION VIEW TAAR .50 PROCESSOR HIGHEST EXPECTED GROUNDWATER -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. Checked by HA PRIMARY TANK PRECAST CONCRETE 1000 GAL SEPTITECH S ELEVATION 1.0' -ANY UNDERGROUND UTILITIES,INFRASTRUCTURES,AND/OR IN 1000 CAL PRECAST CONCRETE SEPTIC TANK STRUCTURES C O.A DIMEN:iION SHOWN BY DIAMOND PRECAST -ANY TREES WHICH MAY AFFECT TO THE IIA OWTS INSTALLATION ■ O 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/AOWTS. TEST HOLE DATA 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR rNTS FLOOD CONDITIONS EXIST. Scale As indicated -2 SECTION DIAGRAM - - --- - 3/16 = V-0" (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND AFE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOS,'D SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTInCATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURREY IS PREPARED AND ON MS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTTUTIDY CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York I1a01 AT tel. 651.727.2305 fax, 651.'72'7.0144 l� SANITARY MEASUREMENTS admin@youngengineering.com A B pwl� OWT51 55' 37.5' Howard N. Young, Land Surveyor ;s fi OWT52 59.5' 50' Thomas 0. Nolpert, Professional Engineer LGl 53.5' 53' Douglas E. Adams, Professional Engineer LG2 69.5' 76.5' Robert 0. Tast, Architect LG3 48.5' 51' Robert Stromski, Architect y LG4 65.5' 75.5' SITE DATA S AREA = 23,410 SQ. FT. * VERTICAL DATUM = N.A.V. DATUM(1988) HEALTH DEPARTMENT USE n!F�+,fomtR Sot �0 AD WTD ' i t ' f ormerlY now °r Beecher & i 0 1 Kenneth A 1 � Karin� Beecher now or f ormer Y , Kurt Boeckman r 1 f ormerlY ', no or Trust ` ema iris 1-wing � - 1 0 — t T x CMF u� o %MF ALUMTN'jM5HED g 67.65' CMF `O ' 1 o CLF TEPPING i 51,A"T 5 ;W pM � Cl AA��6�,I , O MF n' 74, BBC J� ;, S�REtiNR° �° S SURVEYOR'S CERTIFICATION 8p, O. \0- 0 O ml ' n) ry STONE DRTVEWAY ppR PC 3 ✓ r' (� : O O o IlD00, O P *WE HEREBY CERTIFY TO WILLIAM 1. COHEN & J.®NE G. 1�� �s 11 0. br pSHo�E Gpo 40 Q w O STEVENS THAT THIS SURVEY WAS PREPARED I ./CC^� )ANCrWITH THE 7r- '5c).00 CODE OF PRACTICE FOR LAND SURVEYS ADOPTED kV-1tQ)7K�y6T�1 S79D46 i0 F 56 57 eay NN, s �N��Ev�R 00 o o ASSOCIATION OF PROFESSIONAL LAND SURVEY PSD W. }�''^,C'6 176.7Q' a 13 ✓ T o VK`c O GpL NC' � w�'-'-w �L7� V R T'/c ICD _�w�--w_ 1 YY C R-50.001 D� PNEPP�'Yd ,,e www L-129.21 B pN�°0P ME W / HOWARD W.YOUNG,N.Y. 5.N0.4 3 c3J /�. � EN fp-AM � LG ONON1 COR t3.0' 4.8' � - ti 0 I- CLF ONR/ 11 ,GOWTl � Sl p CMF SURVEY FOR LGZ ® WILLIAM I. COVEN OWT57 `c? o a2 PIAN 0 4 2023 or formerly m� MF how endez& Z N ° '01y* JANE r?. STEVENSE 5?3 4� at Cutchogue, Town of Southold �usau� c;uE�T °noel el s� Suffolk County, New York was oFso�l-r= 7)n Manuela w w 2 00, m CM r{or,�er�Y Schwartz or or &Peggy FINAL SURVEY 5ch Wt���am County Tax Map District 1000 Section 103 Block 09 Lot 10 o FIELD SURVEY COMPLETED NOV.11,2019 CIL LEGEND /'/ MAP PREPARED NOV.12,2019 Record of Revisions BBA = BELGIAN BLOCK APRON REVISION DATE BBC =BELGIAN BLOCK CURB ROOF RUNOFF CALC./DRYWELLS FEB.19 2020 CP =CONCRETE PAVEMENT ADDRESSED SCDHS NOICA#1 MAR.12 2020 CLF =CHAIN LINK FENCE FINAL SURVEY SEPT.20,2022_ PVCF =PVC FENCE WIF =WIRE FENCE PROPERTY LINE CM5 =CONCRETE MONUMENT SET CMF =CONCRETE MONUMENT FOUND WSS =WOOD STAKE SET WSF =WOOD STAKE FOUND 40 0 20 40 80 120 WV = WATER VALVE S �O T =UTILITY POLE " _ ' Scale: 1 40 JOB NO.2022-0166 DWG. 2019_0157_2022_0166_fs 1 OF 1 �} 5 g 92) SI I E PtAN BASED ON SURVEY BY HOWARD VV.YOUNG,tICENSE V 45893 GENERAL CONDITIONS: 1 OF YOUNG &YOUNG,400 OSTRANDER AVE., RIVERHEAD, NY 11901 DATED NOVEMBER 11,2019,LAST UPDATED, MARCH 12,2020 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT ABBREVIATIONS: CERTIFIED TO WILLIAM I. COHNE+JANE G.STEVENS OF HEALTH SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS, AND SHALL BE STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S & AND LP LEACHING POOL AREA:23,410 SF INSTRUCTIONS. @ AT MAX. MAXIMUM NAV DATUM 1988 N B.C. BOTTOM OF CURB MIN. MINIMUM PROPERTY IS-79'TO EAST CREEK 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE U) BW BOTTOM OF WALL N.T.S. NOT TO SCALE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) V___11CONC. CONCRETE PROP. PROPOSED IN FEMA FLOOD ZONE WITH 0.2%ANNUAL CHANCE FLOOD HAZARD AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT C.O. CLEAN OUT REQ. REQUIRED AREAS OF 1%ANNUAL CHANCE OF FLOOD WITH AVERAGE DEPTH LESS DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF THAN 1' AS PER MAP 36103C0164H EFFECTIVE 9/25/2009 Or formerly SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF 'j � � E or ELEC. ELECTRIC HEALTH SERVICES ' nOW Beecher & ' LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK s ELEV.or EL. ELEVATION ST SEPTIC TANK Kenneth A:Beecher COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, LICENSING, AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE G GAS T.O. TOP OF �- HOLDERS. HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB 4 Kar'�pWelling) I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WASTEWATER TREATMENT SYSTEM W WATER WARRANTY. INV. INVERT W/ WITH LG LEACHING GALLEY noW or forrneran _ 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M APPROX. LOC. OF eriy Kul gpeckrri (OPERATION AND MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY 1 SANITARY SYSTEM noW Or�Orm Trust water) OWNER AND SERVICE PROVIDER. THE PRESSURIZED SHALLOW arinis LN�n9 With Public DRAINFIELD SHALL BE COVERED BY THE SAME O&M AGREEMENT. ►� pem nt) �pWelling WELL 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS � �vaca (SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES). 0 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE LOCATION DIMENSIONS � -n INSTALLED REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; A B fn O&M REQUIREMENT;ACCESS TO DHS INSPECTION/SAMPLING ON Z '+ QUARTERLY BASIS IF NEEDED; OTHER REQUIREMENTS THAT SCDHS 1 32.7' 54.7' ', 2 37.7' 55.5' � '� Z _ _ - - DEEMS NECESSARY. 3 45' 58' M _ CMF 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: 4 50.3' 69.8' C '; I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL 5 52.3' 53.4' 1 150„E Q ';, wzF ---- �� EL 13.02 ', 6 51 48.2' A0 13 Z NITROGEN OF NINETEEN(19) MG/L OR LESS. 7 75' 65.5' N77 / blic water) 8 76' 69.5' o �.V •6� CMF 1 SEPTIC/TREATMENT CONSTRUCTION CRITERIA: (DIV With Pu 1. SEPTIC/TREATMENT 's► __________-=__ CONCRETE SHALL BE MINIMUM 3000 PSI,28 DAYS SET,AND COMPLY 'P`� I Z - _ �g:0- � 0 WITH ASTM C-1227-10A, ��STANDARD SPECIFICATION FOR PRECAST � ` �6 � ',,,m Z _____________ N N Q (�D- � CONCRETE SEPTIC TANKS __---_ cA ,' 0 0 II ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS Tl 511 �+ O EL 1180 -------------- COVERS ____ - -- t� COVERS SHALL RESIST AN APPLIED FORCE OF 300 POUNDS PER •�0 1 _______-- ,y � N SQUARE FOOT(PSF). 111. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL M TH , ---- -----------Ay O CONFORM TO THE INTERNATIONAL ASSOCIATION OF PLUMBING AND ----- __ /a - _ \- r MECHANICAL OFFICIALS"AMERICAN NATIONAL STANDARD FOR ` �---- oDRI�EW�� �' ' --' �`', 1\0 =- . rt 0 PREFABRICATED SEPTIC TANKS"ANSI Z1000-2007 AND ANY UPDATES PP O THERETO. -- - -- --- t 50�� `ti �V LF#3 D W - 2 R o �8 S rz IV. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE -- "`�� o M : R ' oo. sv °° _ _ + o ;�' �.; o. N _- i ,,.`�,.', �'� WELL � -, MANUFACTURER AND DISPLAY THE FOLLOWING INFORMATION S7(�o -- �6,� __ ._.____ f f ? cARACE 1, �. r EL 12 08 FF 12.58' O 4 1r t � s o� PERMANENTLY MARKED AT THE INLET END OF THE TANK: 6 1� L �- 4 1. MANUFACTURER NAME OR LOGO c,� CID i 1 N �N�A $0 33, c 2. CAPACITY AND NUMBER OF OPENINGS 176-70 7 - a �. T��O� C� 3. MAXIMUM DESIGN LOAD 6,7 ' ------- _ _ 5 't`� 4. THE DATE MANUFACTURED. }' 20'-_- _-'A. ` 'P�?� G� B _ > '� N '' RESIDENTIAL SANITARY SYSTEM DESIGN: ;- `, "-- ,''` O -7 V ALL CAST-IRON AND HDPE COVERS SHALL BESET AT FINISHED - �, �,O �� POWER SUPPLYCONNECTED TO DEDICATED 115 VOLT AC, SINGLE- GRADE, BE LOCKING,TAMPER- RESISTANT,WATERTIGHT, INSECT- #OF BEDROOM: 3 - : O?'m PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL FOR S PROOF, FLAT, SKID-PROOF,AND BE APPROVED FOR SEWAGE USE. ADVANCED TREATMENT UNIT: 1000 GAL. CONCRETE SEPTIC TANK FOLLOWED BY BELGIAN _ !' ��a `. MECHANICALS AND SEPARATE 15 AMP CIRCUIT FOR CONTROL N COVERS AND RISERS SHALL BE CAPABLE OF WITHSTANDING A TRUCK SEPTI-TECH STAAR 0.5 BY SEPTITECH BLOCK APRON = ,''` TERRACE PANEL(2 AMPS)CONNECTION TO GENERATOR WHEEL LOAD 36 S IN. OF 2500 LB FOR 60 MIN WITH A MAX.VERTICAL `� SSCN� ( A SUBSIDIARY OF BIO-MICROBICS,INC IN 1000 GAL. �,, � DEFLECTION OF 1.5 IN. CONCRETE TANK. ;`1roM"-v �o _ °' OUTDOOR SHOWER VI. ALL COVERS FOR PRE-CAST CONCRETE STRUCTURES,WHEN NOT I/A OWTS CAPACITY REQUIRED: 400 GAL PER DAY,AS PER TABLE 3, ` `- REQUIRED TO BE BROUGHT TO GRADE, SHALL BE OF PRECAST cZ FUTURE 50% 3p2 ' co SCDHS RESIDENTIAL STANDARDS �-"` -n CONTROL PANEL 1 REINFORCED CONCRETE(OR EQUAL) I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY - " ' 4� LEACHING FIELD CO A,' , -w ---- __ EXPANSION EL 12.66 .� VII. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON- x--------__ - ---w - ---_ - _ _._-w' �I _ �- AIR INTAKE W/CARBON FILTER W CONCRETE SEPTIC TANKS.THEY SHALL BE SET AT FINISHED GRADE, BE --------------- ! .`L' �` - __: - LOCKING,WATERTIGHT, INSECT-PROOF,AND BE APPROVED FOR __--, _ FMS LEACHING SYSTEM: PRESSURIZED SHALLOW DRAINFIELDS USING 39"WIDE %'' SHEo SEWERAGE USE. GEOMAT BY GEOMATRIX SYSTEMS. REPLACE SOILS WITH CLEAN SAND AND GRAVEL - � � LF# VIII.IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY --- j ! j�o•,�` - �` _ '' °' LID OR DEVICE SHALL BE ABOVE EXISTING SP LAYER,ALSO FILL TO REQUIRED ELEVATION.GEOMAT TO BE ' PROVIDED. INSTALLED DIRECTLY ON FILLED SP OR SW SOILS. PERCOLATION TEST NOT REQUIRED y - ;°1, -�� ____------ ONS'-FOR SW OR SP SOILS. FOR CATEGORY 1 I/A OWTS ON SAND AND LOAMY SAND,A ------ _ ♦ SEPTI TECH STAAR 0.5 TREATMENT (2)ROWS OF 39"WIDE, �; _ - _ i SYSTEM W/1000 GAL CONC.SEPTIC 't ; 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED PERCOLATION RATE TO B` 1 -5 MIN/IN,WITH AN ALLOWABLE APPLICATION RATE OF 3 "� OF SOUND AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO GAUSF/DAY AS PER SCDHS TABLE 13. PRESSURIZED GEOMAT, `42 �_ TANK °, --� CMF EXCESSIVE CORROSION OR DECAY. EA.23' LONG, 8' 228' i.3_ UMP Bp GK o° - EL 10.21 A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY REQUIRED LENGTH FOR EFFECTIVE WIDTH 39 INCH WIDE GEOMAT: P MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING 110(GAL/DAY)x 4 BEDROOMS=440 GAUDAY(AS PER 5-110 A2) ROOT BARRIER EL 11.74 iA _ �� METHODS. DIVIDED BY AN APPLICATION RATE OF 3 GAUSF/DAY= REQUIRED AREA OF 147 SF. 1 I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 14°7SF/3.25 FT(39 IN/12 IN=45.2 LF N m X94 MINUTES WITH A LOSS OF 10%OR LESS. 50%EXPANSION REQUIRED=23 LF Z 11. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET SIZING Rt Z EL 8.80 _ ------ INVERT - INVERT ELEVATION FOR 24 HOURS. REFILL THE TANK TO DESIGNED: (2)ROWS EACH OF 23 FT;TOTAL LENGTH 46 LF TRANSIT DIA.: 1.5 IN EL 8.81 OUTLET INVERT AFTER 24-HOUR PERIOD AND LET STAND FOR 10 50%EXPANSION: (1) ROW,23 LF;TOTAL LENGTH 23 FT. MANIFOLD DIA.: 1.5 IN CMF HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. 5/32 INCH HOLES WITH ORIFICE SHIELDS SPACED 2 FT APART LATERAL DIA.: 1 IN EL 11.39 8. " fj1 eCty WartZ ITI ° SERVICES + B. ALL PENETRATIONS PIPETS SHALL BE CONNECTED TO TANKS WITH A 12 HOLES PER LATERAL;24 TOTAL #ORIFICE/LATERAL: 12 EL +19-~' QD �pC0 SGh F� � I "� T �� �� -��-��t `J E � E N -o - DQ7 or y WATERTIGHT,SEALED #LATERALS PER ZONE: 24 (�J ',,, G EL 7.29 _- 3 nod &P egg y (' ��++ -q- �-^� I" ' DOSE VOLUME: #OF ZONES: 1 O ('� - 5 �artZ �aterl � PQ�� � Q ' CONSTRUCTED 1 ENS :"y�o R FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE REQUIRED MAX: 0.25 GAUDOSE X 147 SF=36.75 GAL(SCDHS 5-110 F 6 b) SIZE OF ORIFICE: 5/32 IN c31 `` O 'n _ SGh \0�G �+ TANKS,PIPE ITH A STAINLESS STEEL RETRACTABLE CLAMP. FOR THE FLEXIBLE JOINT SHALL BE CAST-IN-PLACE AND ANY NEW CONCRETE DESIGNED:30.0 GAUDOSE, 11 DOSES/DAY,OR EVERY 1 HR AND 10 MIN. LATERAL LENGTH: 23 FT {Or�`erly & 0 (� � `" - ��C�a'cr` �lh P A J I N G LE FAFA I L�� R E S I D E� C HOLES REQUIRED TO BE INSTALLED ONSITE SHALL BE CORE-DRILLED. RUN TIME for 30 GAUDOSE:30 GAL/12.7 GAUMIN= 1.36 MIN, OR 1 MIN 22 SEC. HEAD AT LATERAL END: 3 FT (2.3 FT REQUIRED) n0� Or endeZ - - - Welling C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE(1)-INCH DEMAND DIFFERENTIAL IN FLOATS: .083 X 10'X 3.9'=3.25 CF/IN IN HT.X 7.48 GAUCF OR ELEVATION LIFT: 5.0 FT anuet Merl del- ter) O m- `O BUTYL RUBBER JOINT SEALANT WHICH CONFORMS TO ASTM C-990. 24.31 GAUIN IN HT.30/24.31 = 1.24 IN. TRANSIT TOTAL: 36.0 FT M etao �a O _ 2/13/21 _! . anu ubClc Date � �• �'`�� � I R-20-0349 JOINTS ALIGNED IN THE SAME PLANE WILL ALSO HAVE FLAT BUTYL TAPE MANIFOLD LENGTH: 5.25 FT t P CMF ---- - APPLIED TO THE OUTSIDE OF THE JOINT, PUMP REQUIRED CAPABLE OF 12.7 GPM WITH TOTAL DYNAMIC HEAD OF 8.9 FT Wel 09 EL 5.48 GOULDS LSP03 COMPLIANT �p 3.THERE SHALL BE A MINIMUM ONE-FOOT AIRSPACE MEASURED FROM 1 I/A OWTS LAYOUT i�i�p�C�`:��` and/or CeI'flflet� b�r fh€'tiff Dep�rtni'?rit Of' ®`f�E?i~ �p�f1�;!c?�; �Dd fC3'"old THE OUTLET INVERT TO THE BOTTOM OF THE TANK COVER. 1" = 20`-0° to he Sr�tIsfaCfOry �-®R f�i MAX I';`'�L,E�"� OF 4 B E D R 0 0�,�S 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE VENT TERMINATION PROVIDED BY AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN COMPLIANCE WITH 5-111 AND VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM HORIZONTAL 5-11413-7 OF CDHS RESIDENTIAL STANDARD 20116.ALL OPENINGS SHALL SEPARATION OF 12 INCHES TO THE SLOPED PORTION OF THE ROOF. MEET THE FOLLOWING REQUIREMENTS: A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES POWER SUPPLYCONNECTED TO DEDICATED 115 VOLT AC,SINGLE-PHASE, CRAIG f NEPPER, PE, CHIEF B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT 4---, r C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL i 20 AMP CIRCUIT BREAKER ON HOUSE PANEL FOR MECHANICALS AND Office d, �1'� i stewater M a nagemen, i SEPARATE 15 AMP CIRCUIT FOR CONTROL PANEL(2 AMPS) OF NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH i ACCESS OPENING TO WARN "ENTRANCE INTO TANK MAYBE FATAL" CONNECTION TO GENERATOR 5. [HIGH GROUNDWATERI ADDITIONAL TANK WATERPROOFING i CONTROLPANEL ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL � 4"WASTE (2) PRESSURIZED GEOMATS, EA 23' WATERPROOFING: i CAST IRON WITHIN 2' FROM WITH 1"LATERAL PVC PIPE,SCH.40 A. ADDITIVE TO CONCRETE MIX(ZYPEX OR EQ.) i PROJECT: FOUNDATION WALL, CONTINUED TO FINISH GRADE LOCKING CASTING No. Description Date B. WATERPROOF COATING ON THE EXTERIOR OF THE TANK i CLASS 2400 OR SDR 35, (OR SDR40) 11.74' TO GRADE ON 9"-15" EXISTING GRADE Innovative and Alternative Onsite (CONSEAL CS 55 OR EQ.) HOUSE FF EL. 14.17' 1/4"PER 12"SLOPE MIN. AIR INTAKE 1.5"PRESSURIZED PIPE 39" 24" 39° i RISER(TYP) GROUND ELEVATION 11.8' Wastewater Treatment System (I/A SCH.40 OR EQ. SEPTIC TANK&VA OWTS INSTALLATION STANDARDS i LOCKING CASTING 0.01 OWTS) Beebe Drive 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE _ _ TO GRADE,TYP. FINISH GRADE,1 TS +/- 3.0' � C.O. 1.90'ABOVE MATS � 3 MANUFACTURER SHALL BE IMPLEMENTED. GRADE EL.11.74'i € 1 - MIXED SAND&LOAM studio a/b architects ' � _ i 1 MAX. ; 1.0' __ _ ! EFFLUENT 2.THE SEPTIC TANK&I/A OV'JTS SHALL BE INSTALLED AT LEVEL IN ALL r-- _ � � r ""•""`� � ,� I ! 651 West Main Street, -- -- --- - ----_-- - - i �� ( ( PALE BROWN FINE SAND Riverhead, NY 11901 AR DIRECTIONS(WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE _ € INFLU NT P -- ) ' SP '��' QUARTER INCH)ON A MINIMUM 3 INCH THICK(OR MANUFACTURER'S ( L ;ter_a I i 631 591 2402 Gj � ;._-- i = -- -- --� _; 7.0' 6313231426 IS: v� F'Q9� RECOMMENDATION) BED OF PROPERLY LEVELED AND COMPACTED SAND N a a ROOT SHIELD (FREE FROM ROCKS)OR PEA GRAVEL. BACKFILL SHALL BE PLACED ! . - 1 �'o i glynis@studioabarchitects.com AROUND THE SEPTIC TANK& I/A OWTS IN SUCH A MANNER AS TO AVOID a'- Z a ROOT SHIELD I� i r-, o a Sc BROWN CLAYEY SAND DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF r �- a; REPLACE EXISTING SOIL W/SAND AND 10.0' mailing address: LARGE STONES,STUMPS,AND CONSTRUCTION DEBRIS. �- MIN. 3"SAND OR 2 m GRAVEL ABOVE SP OR SW SOIL LAYER SP i 11.3' BROWN FINE SAND PO Box 444 N PEA GRAVEL,TYP. O Z HIGHEST EXPECTED C7 (AS REQUIRED PER SOIL CONDITION) - - - - Orient NY 11957 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED _ GROUNDWATER EL.1.0' _ GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW EL. O + U U FINAL _ 1.0 w w WATER IN BROWN FINE SAND THE DOM SH LL NOT BE BELOW DIN GREATER THAN TWO AND HALFFEET GROUNDWATER EL. E0 . .. - _ - + J J _ SP i 18 OR LESS _ - rn co . rn. w � w ! o r` 0r sr co o O + O + 0, Owner: z _ °' °' 0 Y _ °' 2 N N I/A OWTS Layout As-Built GENERAL NOTE w w O Q a, J J O Q rn J J 0 °0 0 °o 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: LO w w �� LO w w o o William 1. Cohen + -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN z_ z O "--i > > O w J z z 0 J ~O J TEST HOLE m o w z_ z_ m O w z_ z m w m w BY McDONALD GEOSCIENCE Jane G. Stevens Project number PENETRATES. DATE: 11/07/2019 i 2023 -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. SECTION VIEW -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. PRIMARY TANK PRECAST CONCRETE 1000 GAL SEPTITECH STAAR .50 PROCESSOR Date 10/4/2020 < -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR O.A DIMENSION SHOWN BY DIAMOND PRECAST IN 1000 GAL PRECAST CONCRETE SEPTIC TANK HIGHEST EXPECTED GROUNDWATER ELEVATION 1.0' raven by GB STRUCTURES -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION v Property Tax Map#: 1000-103-09-10 Checked by HA 2. ANY DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. o 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR SECTION DIAGRAM n TEST HOLE DATA site street address: C.01 .O 1 N 3595 Beebe Drive FLOOD CONDITIONS EXIST- 3/16" = 1`-0" NTS \ Cutchogue, NY 11935 Scale As indicated 1.5"PUMP-BACK Low el Float - eV -----� . ' r---------- 1 ----- - �f-1,-,� ----------� tc (White) HEAVY DUTY I I I I ' I I IHi h Level Float LOCKING COVER/ r �_ 115 VAC -S I 1 1 I Control Power witch (Yellow) _ 0 H10 LOADING00 It C0 1 1 I I r 1 1 1 15 Am� 1 -1 ! H-I I ! F-I 1 U StAAR Discharge (Clear) Power Feed 1 1 I _ 1 --- - ---I�I -I '1-�.._ ,..`'LO It ._.-"._.__. I I 1 A Pimp Power Control Panel ( ) .-- -I CONCRETE 4,000 P.S.I = . I 1 . I_ -T-_ _ ---i.--- -I �:.;7:' J. ,� zj l Returk Pump 1 I 1 1 1 1 =� —1 1 @ 28 DAYS W/REBAR 1 1 { 1 f { 1 Jr ' , 1 1 >r' ---� 1 115 VAC fi51! (Black) L - ASTM A-615, GRADE iv I 1 t �1 1 T JI E_I� _ _ I 1 1 2d Amp 60 W/WELDED WIRE ; 4 PIPE ; 1, I I 1 `Recirculate Pump �_ 1 1 I SINGLE LINE DIAGRAM FABRIC ASTM A-185 H 1 1 �- �-- F I STAAR 0.5_0.75_1.0 115V (Red) t 1 I 1 t ? t I 1 115 VOLT 1 I I 1 I 1 1 1 NOTES: 1 LINE OF WALL TICKNESS I PI J` 1 1)All Wiring to the tank should be minimum _ . L--------------------- --�1J`,-_---__--__J - -L_ ,_-_____-----------.1__.1. �_____-----J #14 AWG THHN or TFFN unless otherwise noted. 4 GRAVITY INLET 4" 01, < Y - i �.x�,� .n,.,,,,r N I - PIPE FROM HOME ._ .._ .- ..... _.__, _... . .. z _ 7, 10 -8 CARBON 1 --- --------- --- - - 3","23 ..� 1 VOI I VI ION FILTER ..odderea"edddes 15 _ISS - _ - --- -- Cf�t f8!�. 14N N 2 3 3 3.14 3 n.,rR j .... - NOTE:SEE PLAN FOR SIDE ENTRY OF SEPTIC TANK ( __ - PLAN VIEW s --a 3a� 4 -- _ ._.. ..._.....__ - _. • .—'��' I � i j � Rn rnn4 —1 , -v , CARBON FILTER -� _.._. ...,,-..�__1 i � j •- _. _ .._ " . . - NOTE: - PROVIDE#4 REBAR @ 12"O.C. - -' �� r VERTICAL& HORIZONTAL(TYP.) HEAVY DUTY 4"DIA. MIN. HEAVY DUTY LOCKING COVER/ SDR35 PVC PIPE LOCKING COVER CONCRETE 4,000 P.:i.l @ 28 DAYS W/ TO GRADE,TYP. PITCHED TO GRADE ,_„ _ Y' - - - -- - "•«�' `»"•` REBAR ASTM A-615,GRADE - @1/8"/FT. MIN. 12"H. RISER,TYP. 60 W/WELDED WIRE:FABRIC ASTM A-185 ALL SIDES (24 MAX.) .�. - 12"H. RISER _ .~' }^ a -• , r,°u s. -• -" --+. User SuV VL.,d Power 24 MAX. " R._.. 1)A+1 w,,.n� "..Inn,c1..I., •C. -i to AW: "°,n�.. "In.M.,z...u�....�...,.La _ .o.... P. r,...apt..... '• C.n.nal Auesex". o It BUTYL RUBBER 4 1/2 W.x 1 1/4"D. ifl o FINISH D GRADE "''"" °'°" '° - 4 1/2 W.x 1 1/4"D. : 1 1�' ,,•.,,n n _ . SEALANT 2'-0" ; 2'-0" -- '- -� 2'-0" iv _._.-....._ BAFFLE WALL SLOT _ ' (V a 2 -0 BAFFLE WALL SLOT' '' �- �- SeptiTech STAAR Electrcal Diagrams r ' . u;''I• . . 2"DISCHARGE TO �' NTS - �.-.-- z - -TM- = r DISPOSAL FIELD IN _ " -- ------------------ter -= -- - �, ] �_ i _ - { --- 1- -- - - -- - MIN.4"DIA. I MAXIMUM LIQUID LEVEL CLASS 2400 = I Z� '' i• 1 PIPE OR EQUIVALENT -�...._......_._�..._._.... —� _.._._-,__.-._.__ �r ii _ WASTE = j i-. 4�',,_. MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED �€ PITCHED MIN. cm ih I , � - _ � II� I �' to ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP 1/4"PER 12" `* ih 6'-6" 00 3,_ „ v . _ } I v I 411 LL B FFLE -- i 1 ( Ili i a .. U) {{ ----._°.__. SEWER PIPE > I I I DOUBLE SIDED ' �41L 10'-0,1 �4" 4", 10'-0" 4", 45 DEG. ELBOWS �..-=�, WYE 18"TO 24"+/- -� ISI LASCO D448-040 30 DEG ELBOW 60 DEG WYE OR EQ. :`- - WATERTIGHT,SEALED, EFFLUENT MIN. 3"SAND OR — FLEXIBLE JOINT FILTER PEA GRAVEL FASTED WITH SS SEPTITECH STAAR .50 PROCESSOR I ; RETRACTABLE CLAMP, PRIMARY TANK PRECAST CONCRETE 1000 GAL IN 1000 GAL DIAMOND PRECAST SEPTIC TANK ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH TYP. SHOWN DIAMOND PRECAST 1000 GAL SEPTIC PUMPS: RECIRCULATION:TSURUMI OM3 W!(2)7/16"VENTURI BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION TANK P-BACK PUMP: GOULDS LSP-03 W/DOUBLE SIDED SWEEP SECTION VIEW DISPERSAL:GOULDS LSP-03 CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC n SeptiTech STAAR 0.5 CONCRETE Details n CLEANOUT DETAILS -12"OF TOP SOIL TF 1"SCH.40 PVC DISTRIBUTION PIPE (6"MIN.TO 18"MAX.) DISTRIBUTION PIPE SPECIFIED ORIFICE HOLES SHALL BE UNIFORM OVER SYSTEM ORIFICE SHIELD WITH GEOGUARD ORIFICE SHIELD FABRIC 39"GEOMAT WIDTH 2'-0" MIN. MANIFOLD GEOMAT BALL VALVE GEOMAT CORE — SIDE CLEARANCE AND COVER GEOMAT LENGTH CLEANOUT&DISTAL HEAD PORT FABRIC W/THREADED CAP TOP OF FILL FINISHED GRADE EL.11.90'+/- SLOPE EL. 11.74'+! 1/3 MAX. ro M ' n MANIFOLD . 36" MIN. Q ° INV. EL. 10.90' ° > ` 1/8"PER 12"SLOPE v " PERMEABLE FILL — , a T a - • DOWN TO LATERAL ` . 1-60 MINUTES PER INCH z 0- ` PERCOLATION RATE,OR Q _ SAND AND LOAMY SAND. �.,�m __ ._ ... .._ .. _ .- ., ... ....._ REPLACE EXISTING SOIL TO z GROUND WATER BOTTOM EL. 1.0' OF MAT REACH LAYER OF SP OR SW Zv EL. 10.82' SOILS(APPROX. 1' BELOW GRADE) PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM CROSS SECTION LONGITUDINAL CROSS SECTION 2 GEOMAT LEACHING SYSTEM DETAILS 1 1/211 = 1'-0" PROJECT: No. Description Date VALVE BOX W/CAP GRADE TO DIVERT GRADE TO DIVERT VALVE BOX W/ Innovative and Alternative Onsite RUNOFF RUNOFF CAP 1"SCH.40 PVC LATERAL ;.�. � (DISTRIBUTION PIPE) Wastewater Treatment System (I/A L OWTS) Beebe Drive 1"PVC SCH 40 I PVC SCH 40 I PVC SCH 40 BALL PRESSURE BALL VALVE 1.5"PVC SCH 40 VALVE i SPECIFIED ORIFICE HOLES studio alb architects LATERAL MANIFOLD ;_._ 1.5"PVC SCH 40 �` L =1 1.5"PVC SCH 40 ? GEOGUARD ORIFICE SHIELD MANIFOLD �_1 _� j j _ ' MANIFOLD PIPE y I� ' 651 West Main Street, ,,,r•`"<J AR - _. - Riverhead, NY 11901 N � J r _ • 314"GEOMAT /'��'�g M.@631 ��,I` ° 1.5X1.5 PVC ----- - 4- 631 321 1426 ' f ___ CORE FABRIC CLEANOUT&DISTAL 2402 PLACE ON 6"BED OF o 1.5X1 PVC SCH 40 SCH 40 TEE 1.5"PVC SCH HEAD PORT 3 glynis@studioabarchitects.com i PEA STONES TEE ; FABRIC v PLACE ON 6"BED OF 40 TRANSIT MALE THREADED 40 PIPEI"PVC PEA STONE = VALVE BOX ADAPTER AND CAP mailing address: * :� >. .. ILI W/CAP - a PO Box 444 1.5X1 PVC SCH 40 1.5"PVC SCH 40 I Orient NY 11957 '''q -029 y TEE MANIFOLD 1.5'PVC SCH 40 PVC SCH 40 I �N MANIFOLD ' i BALL VALVE s-` ° 1"PVC SCH 40 PIPE .''r -- ----------------------- . - - � •— , -.�=.`--- SCH 40 90 DEG SWEEP ON ' - - __-- - 6"OF PEA GRAVEL BED 1.5X1.5 PVC SCH 40 1.5"PVC SCH 40 Owner: SCH40 COUPLING TEE MANIFOLD I/A OWTS Details As Built _ William I. Cohen + a _} 1.5"PVC SCH 40 GEOGUARD ORIFICE SHIELD I,. TRANSIT PIPE Jane G. Stevens Project number 2023 EQUALIZATION VALVE INSTALLED ON EQUALIZATION VALVES INSTALLED ON NOTE: THE VALVE SHOULD BE THE HIGH POINT,WATER SHOULD DRAIN BACK TO THE Date 10/4/2020 Q LATERAL IN COVER MANIFOLD IN COMMON COVER PUMP TANK AND TO GEOMAT TO PREVENT FREEZING Drawn by HA N Property Tax Map#: 1000-103-09-10 Checked by GB 0) 3 GEOMAT LEACHING SYSTEM DETAILS 2 site street address: 1 1/2" = 1'-0" 3595 Beebe Drive 02 C Cutchogue, NY 11935 Scale As indicated REVISION :._...._._.........................-.._..__...-......_....._....._......_......__..._._...-_......._..__......._....._._.........._._..........._............: jno. : description date ...........:..... I1 ...........:.................................. A ...........:...................................................................................'s s s ...............................................................................................: ...........:................................................................................. .. 3 I s APPROVED AS NOTED ....... ... ..................................................... DATE: S.P._b717 7p # ........................................................ i FEE: BY: i NOTIFYBUILDING DEPARTMENT AT .............................................................................................. 765-1802 8 AM TO 4 PM FOR THE ?........... ................................................................................... FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED I........... .................................................................................. : FORPOURED CONCRETE I........... ............................................................. ..................... 2. ROUGH - FRAMING & PLUMBING 3. INSULATION I...........:.................................................. . i 4. FINAL - CONSTRU(770N MUST ........... ................................................................................... BE COMPLETE FOP, C.O. ........... .................................................................................. ALL CONSTRUCTICN SHALL MEET THE REQUIREMENTSOF THE CODES OF NEW ........... ................................................................................... YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ...........:................................................................................... ...........:................................................................................... I............................................. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES 3 1 ' Building Department 01/04/2020 AS REQUIRED AND CONDITIONS OF . . I o. to whom issued date ,SO�E KL)TOVI ZEA :_..._.._..__._.:.._....._...-...-...._.._.._...-_......._..._..._..............__...___...-..-....._.__........._.............._......._...__.......... ISSUE F iT ni n-n a"i I AMNO BOARD SOU'' OLD T OWN TRUSTEES ................................................................. ............................. OWNERS Jane Stevens&Bill Cohen 3595 Beebe Drive, Cutchogue,NY 11935 OCCUPANCY OR USE IS UNLAWFl j! WITHOUT CERT�Ir" ; ,F OF OCCUPANCY RETAIN STOW WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TMN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT Stevens-Cohen EXCEED 2/10 OF 1% LEAD. Residence 3595 Beebe Drive �J PLUMBING Cutchogue, NY 11935 ALL PLt;'.'.D';NG W'STE &WATER Li;;ES i E.D T#=�TisIG,.BFFORE CC.V':RINC- Block: #9 Lot: #10 n a s t a s i ELECTRICAL a r c h i t e c t s INSPECTION REQUIRED Blower door and ductwork '��' h -- testing required. — 'AlI exterior lighting Installed, replaced or repaired shall conform 321 newark street hoboken,nj 07030 to Chapter 172 t: 201-653-2577 f: 201-652-2577 of the Town Code www.nastasiarchitects.com NY license: 021574 NJ license: All 1550 Titleshe_ et , Stevens Cohen Residence Rerlov%lovation FER 1 2 2`21 3595 Beebe Drive, Cutchogue, NY 11935 -date.:,............................. .January,4th,.2021 . .scale; ..................as.shown ....... ................................................... drawn.�Y:........................................................ ...CM c ec ed by................ ..............C.J.M Ihase P........ .'.........................................................................Permit TOOO r I I I Ccs 2020 nastasi architec!s REVISION / no. description� date A GENERAL NOTES PROJECT _ C _ _ PROJECT DATA ---- DIVISION GENERAL REQUIREMENTS GENERAL THROUGHOUT TAX LOT NUMBER: 10 01038: MCD|F|CATONPQDCEDURES � 1. Contractors shall promptly notify the Architect of any ambiguity, inconsistency,or error that they •PROVIDE NEW FINISHES THROUGHOUT BLOCK- 9 may discover upon examination ofthe bidding documents. Site and local conditions shall bereviewed •PROVIDE NEW ELECTRIC, LIGHTING AND SWITCHES THROUGHOUT on site. 2. Any interpretation, correction or change of the contract will be made by written addendum. •NEW SMOKE&SMOKE/CO2 COMBO DETECTORS AS SHOWN ON PLANS 3. Construction variations from these documents by the Owner or Contractor shall be the responsibility (INTERCONNECTED W/BATTERY BACKUP) ,426 ______ ofthe persons making such changes. USE GROUP: RESIDENTIAL 01080: REGULATORY REQUIREMENTS -----' RESIDENCE: PARTIAL RENOVATION OF EXISTING ONE STORY SINGLE-FAMILY 1 Work shall comply with the"New York Uniform Construction Codo."the"Regulations ofthe New York RESIDENCE AREA OF RENOVATION:Uni(ormConokuohonCndo."andother. nagu|o|ionx. onjinenuex. ob|iiyoomponiouand �|govemmenLa| 293 -----' -- agencies having jurisdiction, most recent edition. REMOVE INTERIOR PARTITIONS, FINISHES, FIXTURES, FITTINGS, ETC.AS CONSTRUC __ 2. All construction work toboinaccordance with and conform to"International Residential Code. DELINEATED ON DEMOLITION PLANS /2015'"including all subsequent revisions and amendments thereto. - .................................... ....... ................. RENOVATE EXISTING KITCHEN WITH NEW CABINETRY AND APPLIANCES, NEW 3. All electrical work tobainaccordance with and conform to"The National Electrical Code 20U7." FLOORING AND ALL NEW ino|udinQsd|xuboequen\nminionnandomondme�sdhen�o NEW LIGHTING AND ' 4. All mechanical vmktoboinaccordance �thand oo�onnto"|�ornaUono Mechanical Oode/2018." DRAWING RAWUNG LIST: RENOVATE EXISTING POWDER ROOM WITH NEW FINISHES, FIXTURES, FITTINGS, including oU|subsequent revisions and amendments thereto. NEW LIGHTING AND SWITCHES AND NEW EXHAUST 5. AJ|p|umbingwmrktoboinauoonjanoevvNhandconfomnVo"TheNo\inna|8tandedP|umbing --------------------. *RENOVATION OF EXISTING GARAGE, FLOOR TO BE RAISED TO MATCH LEVEL Code/2018." OF FIRST FLOOR including all subsequent revisions and amendments thereto. � e ADDITION OF A NEW MASTER BATHROOM AND WALK IN CLOSET. 8. All Energy nubcodework to be in accordance with and conform to"|rtennationalEnergy Conservation e REPLACEMENT OF ALL WINDOWS AND DOORS INDICATED IN Code/2018," CODE DATA,SYMBOLS&ABBREVIATIONS I ---'v~`r~'^''~^ 01/0�202" . � -�--------------------. e NEW FRONT 7. All Fire potooUonwmMkhzboina000ndamoewdhaodconfonnk»pmbonaofbuikding. �oo�oa ~-~�^�=°= �� u»' G002 SURVEY&EXISTING PHOTOS no. to whom issued date e ROOF TO BE REPLACED andmanhenioalxuboodeuhodhoexten|do|ineatodinN.yA.C. 5:23'317. outhoFiroPnotoodnnoubooda ---- ...............'.................................................... ............................................................................ ' for New York. I * ADDITION OF SCREENED PORCH IN THE REAR PART OF THE BUILDING Location Map ISSUE 01100: 3P�C|ALPROJECT PROCEDURES A101 ROOF DEMOLITION PLAN 1. Work shall comply with the"New York Uniform Construction Code,"the"Regulations of the New York \ / �O �C��� Uniform Construction Cnde"ondc�har regulations, ordinances, utility. . . . �� �� �� �� A110 CELLAR FOUNDATION AND FRAMING PLAN agonc�xhaving juhudicdon. most umm�edidon. �� ��' �� �~ ..................--................ -...........................-- .................. 2. NoContractor nor Subcontractor shall commence work under this contract until he/she has provided A111 FIRST FLOOR PLAN OWNERS proof of insurance of such character and in such amounts as will provide adequate protection for the ' Jane Stevens&Bill Cohen Owner, the Architect,the members thereof,and their successors, all agents, officers and servants of 3585Beebe Dhve. the Owner, and the Conban|orand Subcontractor og�nxtaUclaims, |iabi|iUoo. damages and accidents. \ ` Cutchnguo.NY11835 VC Such insurance shall remain inforce throughout the life ofthis contract. ' v.- A200 EAST&WEST ELEVATION --- 3. Each Contractor by making his/her bid represents that he/she has read and understands the contract \ ` documents and his/her bid is made in accordance therewith; and that he/she visited the site and has � � A201 NORTH &SOUTH ELEVATION familiarized himself/herself with the local conditions under which the work is to be performed-, and that THE NATIONAL ELECTRICAL CODE/2017 _2) his/her bid is based upon the materials, systems, and equipment described in the contractdocumentsA300 BUILDING SECTION THE NATIONAL STANDARD PLUMBING CODE/2018 without exceptions. -77 THE INTERNATIONAL ENERGY CODE/2018 \ I 4 All permits and inspections shall be the responsibility of the Contractor.All permits must be clearly ENERGY CONSERVATION CONSTRUCTION CODE OF NEWYORK STATE/2018 A500 DETAILS displayed at jobsite and copies of same distributed to the Architect and the Owner. :20 A600 WINDOW SCHEDULES& PARTITION TYPES 01100: SPECIAL PROJECT PROCEDURES 1. Work shall comply with the"New York State Uniform Construction Code."tho"Regulations ofthe New ME100 FIRST FLOOR MECHANICAL&ELECTRICAL PLAN York Uniform Construction Code,"and other, regulations, ordinances, utility companies and all governmental agencies having jurisdiction, most recent edition. P-100 PLUMBING DIAGRAMS AND NOTES 1i -JW 2. No Contractor nor Subcontractor shall commence work under this contract until he/she has provided S wM B 0 ~ K E u --- proof of insurance of such character and in such amounts as will provide adequate protection for the ---' Owner,the Architect,the members thereof, and their successors,all agents,officers and servants of the Symbol Description Owner,and the Contractor and Subcontractor against all claims, liabilities,damages and accidents. Such insurance shall remain inforce throughout the life ofthis contract. Window Number 3. Each Contractor by making his/her bid represents that he/she has read and understancis the contract douumon|xandhix/horbidiomadeinouoordononthorowith; nndthskhe/ohuviui|od|heo/tenndhox ' familiarized himself/herself with the local conditions under which the work is to be performed- and that Door Number his/her bid is based upon the materials,systems, and equipment described in the contractdocuments without exceptions. 4. All permits and inspections shall be the responsibility of the Contractor. All permits must be clearly Office Room Name displayed at jobsite and copies of same distributed to the Architect and the Owner. Room Number t I ---' 01400: QUALITY REQUIREMENTS ' 2All work performed anapart ofthis contract io\obaguaranteed bythe Contractor and/or Subcontractor ---- Stevens-Cohen1. Labor, materials and workmanship shall be in accordance with the highest standards of the industry. Ml and to be free from defects on material and workmanship for a period of one(1)year from the date of (11�X Detail Number `- ` Y' V. substantial completion ofthe work:the Contractor and/or Subcontractor agrees toreturn Vothe job and Drawing Number make repairs and/or replacement tosuch defects anocost tothe Owner. Residence 3 Details and dimenniono shown apply / . . Area Detailed at 3595 Beebe [1[iVe 4. These drawings were propaedvviththe intent the1thoVVorkuhaUbopo�ormedbyaqua|ifiodGonom| . ~ Contractor. `X\ y�Z� /�UfChO�lU� NY 11935Y ''f!`.\) \�`x� /'�>�'�����y ~ ~ ` Centerline 5. AUVVor�oh�|boinoonfonnonuevitha|| Codeaandn*gu|adonoofunyFodond.S��o.Cou��or ` ' ' Municipal agency having jurisdiction over such work. 0. All Work is to be performed by qualified mechanics and technicians, and shall be of the highest levels of Block: #9 oruftomanuhip -__ O�'| #107. Any discrepancies between the drawings and site oondihonu. and any inoongruonoioopmxontvvithin --_ Lot: these drawings are to be brought to the attention of the Architect as soon as they are noticed and prior to oontinuationofthe vvork ---Dimension to or from �� �� �� f �� �� � � : / �^ �� � �� �� n 8. Contractor shall maintain Workman's Compensation,and shall maintain for the duration of the project, Public Liability Insurance,Contractor's Property Damage Insurance and Vehicle Liability Insurance and a centerline 8 [ C h i t e c t S shall provide proof ofsuch coverage tothe Owner and Architect prior tocommencement ofWork. 8 During the course of the Work, conditions may be found that require Architectural or Engineering Dimension to or from intervention. |tiothe responsibility of the Contractor tobring such conditions tothe attention of the a surface Architect and the Owner immediately following discovery, and prior to commencement or continuation of Work. Level Line/Elevation datum 10 Alcohol ianot tobestored orconsumed unthe site, and work ionot tobeperformed bypersons under the influence ofalcohol. 11. Donot scale construction documents. Use written dimensions only. Existing walls to be removed 01425: EXAMINATION 0FPREMISES 1. Prior to submitting a proposal,each bidder will be held to have examined the premises and satisfied New wall construction, refer to him/herself as to the existing conditions under which he/she will be obliged to work. wall type details 2. If,in the Contractor's opinion, any work shown on the drawings or called for in the specifications is portrayed in such a manner as to preclude first quality work and/or product, the Contractor shall refer same , tothe Architect prior toproceeding. 3. Contractors to verify all dimensions and report any discrepancies to the Architect prior to beginning any oc1newa*street »ouuxon.nj oroon work inthe affected area. \: e01'653-2577 /: 201-652-2577 01500: PROTECTION 0FPREMISES wmvw.nastasiorcmtwtsmm 1 Contractorm uhu||demiuem��hodxandpnnondureu�oensuaafa. urder|yoxeouhNY license: 021574 execution ' ---' allow safe passage of the Owner's personnel, and general public to occupied portions of the building. NJ license: All 1550 2. Contractor shall protect from damage all portions of the existing structure to remain. ---- 3. Protect all floors with suitable coverings aorequired. Project Data, Not~ ~ , 4 Remove all protection otcompletion ofwork oruoquickly eopossible. 5. All damage to adjacent facilities to be repaired promptly, at no cost to the owner. ������� �������� ������� �� G. Maintain exiodnguU|iUentoadjacent areas and pn�eotagainst damage during demo|iUonand ��~°c~°, ��~~��~° ��~°�~= �m construction. Drawing `~ t ---- ---- Oat.e.:............... ............. --------Janya[y,4th^...O21 Vo0le:.......... ................................................ .........aa.ohowxn drawnb{............................................ ........ ................. .M ' qheck�j.b ............ ....... ............... ...................... ..._CJM . . Pha-se.:.------------------------Pwnn[t G001 --- ' C0000nnastan I I I ( I I I I I I I I I I I I REVISION no. description date P rn 0 r'7 N c11 O sgIVl k�� r,lRY y op SAH qR> 40C (DPu wellrn9 with n O W Public ' o r Water) D O rm e ray _ emar' Tr s Living u s t wE� _ (Vacant) nOW or ' o f _. Kurt orrnerly _ goe�k ' (Dweiiin m 9 a n now with P o r _ ... S>9� Public Watery KennethOrmeriy qAp IO'F Beecher �SN1q°k 4o Sys Karin L Beecher ° 1 _ Bu_ilding Department e_n_t 0_1_/ 04/2_0 2_.._0< (Oweliin9) . no. to whom issued date r 1>�>0, CxMF rn W z 'O^ N13' (Owelting ISSUE C`a h� 79� �3 56„E z CLp 167 65' 0-17 �o CONC. CMF tF OWNERS ry AD W/AC gFLIUNIT Jane Stevens&Bill Cohen BLaCk-4p SUNf�00M 3595 Beebe Drive, RaN 14.24- BRICK --_ Cutchogue,NY 11935 88C N Ln 10.0` 14.OQ PATIO N OO O / RSQ 26.5' P �2 •00' — — 48.9_ _ G' 18.2' C� (n W 6 , 9. D"I� 41 R,00 v 0 ELG� Lars rn O now or former) P�D�k StArE N mo N _ 33.4' �Z O Y R°!� PAr/° Z co p CD r CO Manuel Menendez �m co '� _ _ _ O Manuela =C 0 � Menendez 30.2' mo cj - h SAARO (Dwelling ��° �n Q Z O ANirgRY X00. with Public Water) � I STONE � -s SySr�F O � M 0') NMF I �Z3 o CO oM _'n Iv \ 2Cn _5 to � _• W co r*i z Z C0 FRAME �/ (7 O ;, z I SHED w LEGEND SMF8,01 4,8 BBC = BELGIAN BLOCK CURB S73°07'00"W °� FEN ON R _ CLF = CHAIN LINK FENCE 194.79t SMF — _ PVCF = PVC FENCE APPROX. LOC OF — WIF = SANITARY SYSTEM WIRE FENCE E = PROPERTY LINE CMS = CONCRETE MONUMENT SET now or formerly CMF = CONCRETE MONUMENT FOUND Stevens-Cohen WSS = WOOD STAKE SET William Schwartz &c Peggy Schwartz WSF = WOOD STAKE FOUND WV = WATER VALVE Residence (Dwelling with Public Water) CTh = UTILITY POLE 3595 Beebe Drive Cutchogue, NY 11935 1 Survey Block: #9 Lot: #10 n a s t a s i architects f Nssq ".. ¢•• , (` .`y„:�„r.,`' \a Lu It � k� 110 •' l ': .; Y i f' , 7 fp ♦ q - ;n. /' �'� ^" =c.. },n {4 t:. `, ;•^' : ,,may •S 4.'y f pt� f + , „.--.',..._:. ,; n.;, ::,.+. :.1 ::;: � .. q. f : { :£i 4 3 t ,': Y 1 r9+,.`' .� ?�tt:••.'•�,.".,,' "*�. riv rr v t 1 i fir.. V i �il ,;_..._. r+ 'a ., ,,.; .✓':.. ,. .... ;;; r .;: .:.:.-. xK• i Via r r � y 321 newark street ho o en,nj 07030 ` tS u 201-653-2577 f: 201-652-2577 as www,nastasi : . architects.com ,_..» _:..� .. ,. ae ��, : ,.. ...,, ,r,arty ;x y; , q b'Kx _ - license:„ ..f.: .»t. ,,x,t,.'• r e � 027 574 r~ k h : NJ license: All 1550 c. Survey & 5; i J y n L rs r. i t n f, ,. t. ,e ,,... `a .....,,..,. ............. ...... .. ...:. .:: w.. .max+.. Existing c , >W f r f £.dx, d ' ' J t{. # a h a • EXISTING SIDE VIEW OF THE HOUSE (LOOKING WEST) EXISTING GARAGE EXISTING FRONT FACADE date;_ _ _ January, 4th,2021 scale,:,, _ _ as shown drawn by_ _. CM checked by: CJM phase: __ _ _ Permit U2 ©2020 nastasi__architects REVISION ..........-............. ............................................................................................................ no. description date ........... ........................................ ......................................... .......................................................................... ........... ....................... ............................... ... ... ..... ........... ............................ ..................................................... DEMOLITION NOTES ........... .... ....... ............................................................. ....... CITY DEMOLITION NOTE ................................................................................... 0 All Demolition material and debris and all items removed from the property and/or public areas adjacent shall be disposed of at the Transfer Station, .......... ........................ .............................. .................... T-7 3/811 144'-0" 6155 Cox Lane in Cutchogue in accordance with rules and regulations of the city's .................. ................................ ........... ......... ....... Environmental Commission and in accordance with the regulations and laws of the NYDEP ........... ........... ............................... .................................... -- --------- -------- f -------------- GENERAL NOTES --------------------------------------- ------------ ...... ................................................................. .......... 1.All work shown on the construction documents. ... . ... ....... ...................................................................... 2.All labor, materials,equipment and services necessary to complete the work as .... shown on the drawings and specified herein, but not limited to: .......... .........................................................-..................... a.The removal and disposal of debris. ........ ................................................................ ........... -------------- I---------------------------------------- b.The protection of the existing building. ........... ................................... .................... ............ ............ c. The protection of the existing curbs and sidewalks ....................... .......... ....................... .......... ............ 7F 0) 3. Temporary,and in some cases removable, panels covering existing window ........... .................. .............................. ....................... openings. .......... 4.Any discrepancies shall be brought to the attention of the architect. LL0 .......................................... .................... .. 5.All work shall be in accordance with the requirements of the International Building 0 ........... ................................................................................... SUN PORCH III Code(2018), local laws, codes, and regulations. .......... FINISHED FLOORING AND QUALITY ASSURANCE: ........................ ... .... ....... ................ ............ ...................... T SUBFLOOR THROUGHOUT TO 1.The contractor shall be responsible for any damage to the portions of the residence L J .................................................................... .......................... BE REMOVED IN EXISTING III not involved in the scope of work. ........... ...... ...... .................................................. ............ PREPARATION FOR FLOOR III construction documents. Observe dimensions where noted, Verify all dimensions in a, IIICEILING TO BE REMOVED 1 0 the field. 7�2) KITCHEN AREA IN 2.The contractor shall demolish and remove in a precise manner as per the RELEVELING AND NEW FINISH III 6 Building Department 01/04/2020 .............. . ... . . ...... ROOF LINE ABOVE .....................-....................... ...................... ... .0 SPECIAL PRECAUTION: ----- ------------- Ilk no. to whom issued date I 1.The contractor shall take adequate precaution to maintain the building's structural .................................................. ................................................ ................. 6 integrity during the construction. ISSUE 6 2. Contractor shall brace all masonry and wood framing with temporary bracing as HOSE BIBB TO BE RELOCATED C° Q required. Such bracing shall be capable resisting all loads applied thereto. SEE SHEET All 1 GARAGE SITTING AREA 3. Contractor shall take adequate precaution to protect the structure and yards/ Q pavings on all adjoining properties ................. .............................................................................. ................. . ...... FINISHED FLOORING AND DISPOSAL OF DEMOLITION MATERIALS: 1. Transport materials removed from demolition and legally dispose of off site as per OWNERS SUBFLOOR THROUGHOUT TO Greenport's requirements. Leave site in a broom clean condition at the end of each Jane Stevens&Bill Cohen C? BE REMOVED IN EXISTING workday. 3595 Beebe Drive, III 2.All sanitation containers shall be located on the same side of the street as the Cutchog ue,NY 11935 77 PREPARATION FOR FLOOR jobsite. Do not close or obstruct streets,walks,or other occupied or used facilities. KITCHEN AREA IN . . .............................. . .... OEM= RELEVELING AND NEW FINISH Secure all necessary permits. CLEAN UP: 20'-4 1/4" 2 1. It is the responsibility of the contractor to keep demolition dirt&Debris from rl penetrating into adjacent properties 2. The site shall be swept clean at the end of each working day. ——— ——— -- 3. There shall be no visual obstruction to the neighborhood. The condition of the site L_____-___________________ -------------------- �� i shall be maintained in an orderly manner. ROOF LINE ABOVE L— — ——— -J SECURITY: CO 1. Existing building shall be securely enclosed and locked-by the last contractor to KITCHEN leave the job site-at the end of each workday. LIVING&DINING AREA REAR DECK - ——— —— —— ——-- r . ........... ......................................... .... ........ ..................... .. ........ ........................ Syl"J"I BO L KEY EXISTING WINDOWS TO BE REMOVED O 0 V 1 1 1 EXISTING WALL TO BE REMOVED ALL PLUMBING FIXTURES TO BE REMOVED 4) EXISTING FLOOR FINISH TO BE REMOVED,STRUCTURE TO REMAIN Stevens-Cohen JL EXISTING CABINETS, MILLWORK&APPLIANCES TO BE REMOVED. Residence EJ DOOR TO BE REMOVED O FRONT PORCH TO BE REMOVED 3595 Beebe Drive Cutchogue, NY 11935 CIL CIL CIL CIL CL EXISTING SHOWER TO BE REMOVED AND REPLACED WITH A TUB OALL FINISHES TO BE REMOVED AND REPLACED Block: #9 Lot: #10 n a s t a s architects T BEDROOM BATHROOM BEDROOM IIIO DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING WALL TO REMAIN 8 321 newark street hoboken,nj 07030 01 t: 201-653-2577 f: 201-652-2577 wwvv.nastasiarchitects.com IL---------------- EXISTING WALL TO BE REMOVED ---------------------------------------------------------------j NY license: 021574 ROOF LINE ABOVE NJ license: All 1550 EXISTING ITEM TO BE REMOVED First Floor EXISTING AREA TO BE REMOVED Demolition Plan First Floor Demolition Plan date: January,.41h,2021 . .. .................. .......................................... ....ry................. scale:..................... ........ ................................as shown drawn by; ............ ................................. .......................................C'M checked.by ....................................................................CJM phase: ........................................ ..........-...............Permit �Iy I I Al 00 C 2020 nastasi architects REVISION..._......._...........I......................­...­........................................-.................. . ............. description no. date ........... ......................................... ...... .................................. A :: ........... ................................................................................... ........... ......................................................... ............. ......... ................................................................ .................. ................................................................................... ..................................... ....... ................ ................ ........... .......I.......................... ................I............................... ........... ....................................... ................... ....... ........... 14'-1 112" EXISTING PAVED DRIVEWAYBELOW ....... ........................ ................................................ ........... ................................................................. ..... ........... ///j / j/j .......... ........ ........................................................................... ........... ....... .................................................................. cc ........... ........................... ........................................ .......... ........... ............. ................... .............. ............................... ........... ................................................................................. ................... ............................................................... EXISTING ROO7 STRUCTURE j ...... j-"T LJ_ TO BE REMOVED -T- T' -j ................................................... ................ ...... ............. T'T t-, T _T_ 4 ,] , i J 11-- -1.- 1 T T A ........... ....... ........................................................................... TING WEATHERVANE TO IT EXISTING I. ........... ............... ............................ ...... ......................... _. ........I IT 'T 1­�_'_ T T- REMAIN T_ 71� !­_ _� I 1 -1, 1 1 J EXISTING SHINGLES TO BE REMOVED, I PREP FOR NEW . . . . . . ....................... ...... ....... ...... ....... ...... ......... .................... L I j T I I ........... .................................................... ............... .............. t I -T 1E. T' T__T_ ........................................... ....................... ............... ........... ...... -.0 T� .......................... ...... 0 L L 01/04/202 _..-T_ _.._.. L I 11jill- I i I I I 1 1 - 1 TL I H, Building Department T ........... .... ................................. ............................ ...... _T4 . .................................................................................................................................................................... no. to whom issued date-1,T, T T T T F 1 , 1 T _1 ! J I ISSUE t T T T T_ L -T T LY-11. A T--- H ip:l I L ................................ ....................... ................... ...... ........... __j I OWNERS 7" T_ T_ I " T T F I T­7 T, Jane Stevens&Bill Cohen T I.I..E. 7 L i F t [ i "I T, 3595 Beebe Drive. A - - - - - - '-1- L T Cutch ogue,NY 11935 T T ­ I J_ — — — — — — — — — — _LT r L 7L -L L ,Ll -E`TT�111 - - - - - - - - - - - - _T T T T J _7...3_ _J 37 J_' _F — — — — — — — — — -- — LA j -j I T,I I I I I J EXISTING SHINGLES TO BE REMOVED, PREP FOR NEW GUTTERS TO REMAIN EXISTING REAR — — — — — — — — — — — — TERRACE BELOW — — — — — — — — — — — -- — ———— — EXISTING ROOF STRUCTURE TO BE REMOVED (D — — — — — — — — — -- — — — — — — — — — — — -- — — — GUTTERS TO BE REMOVED — — — — — — — -- — — — II% — — — — — — — — — — — -- Stevens-Cohen - - - - - - - - - - Residence 3595 Beebe Drive - — — — — — — — — — — Cutchogue, NY 11935 11/ Block: #9 EXISTING SHINGLES TO BE REMOVED, PREP FOR NEW Lot: #10 11-1 EXISTING GUTTERS n a s t a s architects — — — — — — — — — — — - DEMOLITION LEGEND SYMBOL DESCRIPTION GUTTERS TO REMAIN EXISTING WALL TO REMAIN — — — — — — — — — — 321 newark street hoboken,nj 07030 . . . . ......... t: 201-653-2577 f: 201-652-2577 www,nastasiarchitects.com EXISTING WALL TO BE REMOVED NY license: 021574 NJ license: All 1550 EXISTING ITEM TO BE REMOVED Roof Demolition Plan EXISTING AREA TO BE REMOVED Demo�iti�ion �Plan�.. oat.e.:....................... ................................J.a.nuqry.,..4th_,..2.Q2.1 ROOF Scale:0o1 scale:.................. .......... .......................................as.shown drawn..by; : .........I........Cm .checked.by: ....... . . .....* * .....*.....*...........................................* pha§e­%........................................................................F.I.eirmil t t Al 01 2020 nastasi—architects REVISION .. .................................................................................................................................................. no. description date ........... ......... ............. ........................................................... A1 :: ........... ........ ...................................... ....... ..................... ................. ................................................... ........ 2 2 A300201 ................................................................................... ........... ........................................................................... STAIR FOUNDATION FOOTING ........... .............................. ................................................... R-8 112" ASSEMBLY: FLOOR TO BE RAISED 8"CONCRETE BLOCK 3-6" ....... ........................................................... ..................... DEEP'WITH'A'CONCRETE SLAB. . . . . . . ........................................... ..................... ............................. TOPPING, IN PREPARATION TYP. NEW 1 '4'!X10"MICROLAM 16"O.C. FOR THE BLUE STONE FINISH ....................................... ........ .............. ................................ C? MATERIAL . . . . . . . . . . . .................................. ............................................................ C? ...... ............................................... ................. ........... .......................... ........................................................ _j ........... ....... ......................................................... ............... 7 . . . . . . . . . . STONE LANDING ........... ........................................................ ........................... DRY SET ON SAND BED TYP. NEW`2X6SLEEPERS ........... ............. ..................................................................... _j .................................................... ................ . ...................... _j ..................... .............. ...................... ................... ..... .. ........... ................................ .................................. ............... FOUNDATION FOOTING ASSEMBLY: ........... ................................. ............................ ............. FIN[SHEt)'CbNCRETE SLAB SIMPSON JOIST HANGER 8"CONCRETE BLOCK 3'-6" ORSIMILAR ........... .................................... ................................... .......... DEERWITH A CONCRETE SLAB TOPPING 1 3.,X (3) 14" MICROLAM 4 C? ........... ....................... ........................................................... C\j ........... ....... ...................1-............ ............*........ Building Department 0110412020 1 ........... ........... .................................... ....... ................ _j no. to whom issued date ......................................................................................................................................................................: ISSUE -1 F_ _j L_ FLOOR TO BE RAISED 77 17 SHIM FLUSH TO INTERIOR _j L- FIRST FLOOR LEVEL ........... ................................................................... _j L_ OWNERS Jane Stevens&Bill Cohen 7 F_ 3595 Beebe Drive, Cutchog ue,NY 11935 AI 200 V 7t EXISTING TERRACE ABOVE 2 00 �A300) CIO STONE TERRACE -A\A 200 00 DRY SET ON SAND BED 811 61-511 ol TYP. NEW 1 "'X10" MICROLAM 4 811 11 811 EXISTING STAIRS . . . 80 TO REMAIN 60 STAIR FOUNDATION FOOTING Stevens-Cohen ASSEMBLY: 8"CONCRETE BLOCK 3'-6" Residence DEEP'WITH A CONCRETE SLAB . . . . . TOPPING IN PREPARATION 3595 Beebe Drive FOR THE BLUE STONE FINISH MATERIAL Cutchogue, NY 11935 FOUNDATION FOOTING STONE LANDING ASSEMBLY- 8"CONCRETE BLOCK 3-15" DRY SET ON SAND BED Block: #9 DEEP'WITH A CONCRETE SLAB 1'-0"1'-0" 51-2 1/411 010 ' .. TOPPING IN PREPARATION 10 Lot: #10 FOR THE BLUE STONE FINISH . . L . . 0 ' ' 71-21/411 . . . 01 MATERIAL Existing Basement . . . . . . . n a s t a s 001 architects . . . . . . . . . . EXISTING WALLB C. ARCHITECTURAL LEGEND . . . SYMBOL DESCRIPTION 321 newark street hcboken,nj 07030 t: 201-653-2577 f: 201-652-2577 . . . . . . NEW WALL CONSTRUCTION www.nastasiarchitects.com NY license: 021574 NJ license: All 1550 EXISTING WALL Basement Foundation/ 8"BLOCK WALL Framing Floor Plan 201 (-P� Basement Foundation/Framing Plan oat.e.:............... ..................... .................January.,4th,2021 .. ..... .. ................. Scale: 1/4" V-0" s.qal.e.:................I................-............... ..................as.shown dr.a.wn'hy........ .... ...................... ..... .......... .............GM checked.by.... ................. ............ ................ .. . M phase.:.........................................................................Permit r >0< XX >0< >0< XX >0< >0< >0< KK >0< >0< >0< >0( KK >0( KK >0( >0< >01 xx 8 A110 C 2020 nastasi—architects REVISION V.,............... .....................................................................................................­­................. description no. date ................................................... ....................... ....... Al ..................... ...................................... ..................... ........... .......................... ............................................ Master Bathroom Powder Room New Entry Fo er ..... 2 A300 104 101 100 ................................. ........................................... NEW BUILT-IN CABINET ........... ......................... ................................. ........................ NEW CONCRETE STAIRS ........... .................................................................................... NEW TILED FLOORS 3 RISERS @7 1/4"H 0 ........... .............................................. .................................... V-6 1/2" 11 TREADS&ONE SIDED HANDRAIL P 3-0` Ile 6-2 3/4 L. 41-011 L.U. 11 11 10'-0 112" fW CONDENSER NEW LOCATION NEW HARDWOOD FLOORING ON A 3-0"X 41-0"CONCRFTI�01 op .............................................................................................. J PAD .............................................. ......... ....... ....... ....... ...... ....... .. ................................ .......... ........... ........... T-9 3/4" DIN 3R fa LO • F I ........... .................................................................................• .. EN TRY ....................... .......... ....... ..... ................ .................. ....... ............................................... ........ ...... ............. 30"x 7 - ----- -------- _4 .. .......... ................................................................................... t AFF. ............. ...................... ...................... ................................................ 01 q 4" --EQ EQ.----- ---EQ. 01 01 W.LC 8 co uj AFF. ......... ....... ................ ....... ...... ............ ....... ....... ....... ..... 105 n LL X New Scree'ed Porch 0 I Ti 0 LO . ............... .............. ....... ......................................... ...... ------------ 109 Sl 1 14 -Existing Sun Room--- C)---------- ........... ............................... ................ ................................. -co, Wx 7' d- 21-811 x 7-0" -8'1 x ;W- - " - — 0) (D I I I. I I - 0 2' -1 V x 7 1 , LU ........................ -FLOOR TO RF---- j,7 �0 0) --RAISE TO FIXEDMESH SCREENS .................................. ...... ........................................ .......... F I R S IT 17'-3 112" 0- - X02FMORTEVE ............................................................................................ A: EXISTING TREE TO REMAIN Building Department 01/04/2020 0 2)1'-8".X ........... ......................................................... ......................... N000 0 to whom issued ................. FLOOR ING ................ U� X no. date 3'-0"i 71-01", . .................................................................................................................................................... 0 --------------------------- ------------------------ --------------- - ----------------- ----- EXISTING ,-- New-Master-Bedroom--------- NEW WALKWAY EXTENSION TO 0 CONNECT TO EXISTING REAR 0 EVV_FUtU_HEIGHT­PANTRY------- :TERRACE ----N EW-HARDWOOD --------------------- -------------- --------------- - 0 _21_-8'1__x 7=011 FLOORING area...- ea ................. ............ -NEW LOCATION FOR HOSE BIBB ....... ..................................... ................................. .......... ------r-4-0I, FLOOR TO BE . ----- - 27 0 OWNERS -------------- Jane Stevens&Bill Cohen MATCH FIRST- 103 if 3595 Beebe Drive, FLOOR-LEVEL NEW-WAL-L-OVEN Cutchogue,NY 11935 _�2-8"x T-01 K-& NEW BREAKFAST NOOK WINDOWS TO BE REPLACED IN :Xt WITH PERIMETER WINDOWS THE EXISTING OPENING (ANDERSEN SERIES 200 OR Q-8 31 Laundry C1 ...................31-01, A 1-6- EQUAL/DOUBLE HUNG) 103B 1�PROVIDE WASHING ACHAE I I _? PANTRY OVEN 01 NEW FULL HEIGHT PULL OUT 200 OUT�ETBOX WITH tN ,i f T -- ------- VAL ES DW Existing Dining& Living Room bOOF ABO�E I I- T- 7 110 .—Kitchen (NO WORK) 2 C? -0"',��:J,'"''31-011 21-011 20 2' F-- ------ NEW ETE T RIOR IL---------- NEW FULL HEIGHT PULL OUT PANTRY RACE I TTEk L 71-011 - 1 0 EXISTING EXTERIOR 01-01, ---------- REF REAR TERRACE _0D (NO WORK) I' d 3/4" 01 10 up l - �I F DN ohenDN m Existing Foyer Steve ns 3R 110 (NO WORK) Residence 3595 Beebe Drive Cutchog ue, NY 11935 ROOF ABOVE CIL L CL CL CIL EXISTING PAVERS PITCH NEW L-C W Block: #9 NEW PLANTINGS GRADE AWAY Lot: #10 NEW RAISED FRONT TERRACE FROM HOME n a s t a s BLUE STONE FINISH NEW CONCRETE STAIRS WITH BLUE STONE architects FINISH 3 RISERS @7 1/4"H 11"TREADS&ONE SIDED HANDnAIL(a 31-01t 12 CL WINDOWS TO BE REPLACED ll�/THE EXISTING OPENING (2)T-0"x ARCHITECTURAL LEGEND c (ANDERSEN SERIES 200 OR EPUAL/DOUBLE HUNG) Existing Guest Bedroom i -�T Existing Guest Bedroom SYMBOL DESCRIPTION 113 Balthroo ill (NO WORK) 1112 IT (NO WORK) WINDOWS TO BE REPLACED IN THE NEW WALL CONSTRUCTION EXISTING OPENING (ANDERSEN SERIES 200 OR EQUAL/ DOUBLE HUNG) NEW FINISHES FOR EXISTING EXISTING WALL BATHROOM I T_ NEW TUB 8" BLOCK WALL 321 newark street holooken, nj 07030 HARDWIRED INTERCONNECTED SMOKE/CO t: 201-653-2577 f: 201-652-2577 /,0 1 F==[T DETECTORS WITH BATTERY BACKUP wwwnastasiarchitects.com CZ0/ NY license: 021574 Q�/or co > 4- HARDWIRED INTERCONNECTED SMOKE NJ license: All 1550 4/ . . . DETECTORS WITH BATTERY BACKUP ROOF ABOVE First Floor Plan EF EXHAUST FAN CONNECTED TO EXISTING HARD Y-1 41 � 0 �A�O 1 DUCT VENTED THRU ROOF First Floor Plan clate: 4t[ 2021 .. .................I...........................................January,........I . ................. Scale: 1/4" V-0" scale:........... ............. ..........................................as.s hown drawn.b . ... ..Y:......I...........................I......................................CM checked.by........................................ ...........................CJM pha.s.e,:........ .............................._........................... ....Permit A111 6\23/4 0 14 jv Ot (0 2020 nastasi—architects REVISION ......._........._.............._...__...._._..__.__.......__.__.._...__..._._..__.._._..__..._.._.__..._.._...__.__.._..: no. description date ...........:............................................................................ ....... A1 :: - ............................................................................................... : i 3 ROOF RIDGE VENT 3 ...........:...................................................................................: I NEW ENCASED GUTTER AT PERIMETER OF .................................................................... FLAT ROOF ............... ...........:................................................................................... NEW ENERGYSTAR WHITE o EPDM FLAT ROOFING MEMBRANE EXISTING DRIVEWAY ........... ............................................ ...................................... PROVIDE METAL FLASHING AT FLAT ROOF (BELOW) JUNCTION WITH EXISTING PITCHED ROOF :......... . ................................................................................. ' EXISTING WEATHERVANE ...........: .... ............................................................................. I I SIDE ENTRANCE STAIRS (BELOW) ............................................................. y 7 ....... ............................................................................... I _�..sY _ — -r -r , 7 i- T' > i i �- + _ _...L. .._ ..L . { — I I ., i 7 .i__._..-...• _r� _... ...... 1 �_1.€...._.� i. _ �.-.... .. ; ........... ............................................................................. ......I i, t... ... ..1. .. ,q_ ....�..,_i......,. ..-. 1....«...5..«..1_,_�... ,..�-_,k-.. . .._..__l. ..,:,,., - _.�..�...,,...1...2. .. _.E..- _..,-1. 1. __.C. _i_. ._...5...'._�.. l_._t_ .-.._l. ...1.. ..i..—l— .1.1.11J. ..._. T­1 i. ......_s ...........:................................................................................... 11- ! I ............................................................................................. 1 � . r i , d 1 ri r 1 t YY _ NEW ENERGY STAR WHITE ....... ...............................................................................T......._... ..._..., .......,... ........_ .. ....�...,....._...- . !,r_L EPDM FLAT ROOFING MEMBRANE I I ,1 .. .�.; 1 a a , .� 1 « . _.....� ... .. .... 2 t f t .x t 8 ! I i ; ......................................................... 11 _1. t...,._ .1_ r - r ," ; j r _ _ _ _i I EXISTING CHIMNEY I ....... ............................... ...... . .. . ....... s T 33 - I rs t{ 1 01/04/2020 � Building Department Y a i ,. J- l ( 1._r 1. .1 , . _.� _ _I r.. _ :....... -- _I ,�- I_.... .._I_ .- ,.,- -__-. �_ _ IY i �_'_ 1_ L. -I REPLACE ROOF WITH NEW S no. to whom issued date I FIBERGLASSSHINGLES OVER #15 ........................._._...__.................._.__._..._..._......___..._................................................._....____......._... { # FELT PAPER OVER EXISTING ISSUE SHEATHING. rr _ ii ii .3..I.-,..I ...i_.. _ .,. _... _ . _ .1..,f- ... -r..a... . .. .,....,____ _.E_. _ ' .� _.. _ _ - i-._1_T _-- --- -- , =--'-_1_ PROVIDE ICE&WATER SHIELD UP 1..._:.. .l. 1 I.. `. .1...,-�._..i. ...- _..-.1....i.. -.. ._. ._I...... . .... ... - . _ L...a , �..._�:"..I__I..r. -. ,.. �.. -.i._ ..�-, I._,_...�. _� --� _ r-- ROOF FOR MIN. DISTANCE OF 3011 i i- - r E T i FROM EXTERIOR WALL I {{ iTT ._ 1 -z- ( OWNERS IA T. _. Jane Stevens& Bill Cohen I ___ )_ ROOF RIDGE VENT 3595 Beebe Drive, 1- IF . _ _ ....-I. . _�.-1_ :.._. ..a~....t.. :._ .. .. .r. Cutchogue,NY 11935 1 NEW KITCHEN VENT ... . 1_..... . .. .r�I......,_..,..._.... ..,_..-,..�.r_l.. ..... _ .. _1._ .,� ,.1..._. 1 I 4 I T' 't— —— i EXISTING GUTTERS I I , t--1 NEW FRONT TERRACE I -a EXISTING REAR TERRACE (BELOW) - (BELOW) 1 I I 1 1 - _11 �. 1 r-- EXISTING GUTTERS - — Stevens-Cohen Residence I 3595 Beebe Drive L L Cutcho ue NY 1193 I 5 NEW ENCASED GUTTER AT PERIMETER OF — — g FLAT ROOF I I Block: #9 NEW ENERGY STAR WHITE - Lot: #10 EPDM FLAT ROOFING MEMBRANE PROVIDE METAL FLASHING AT FLAT ROOF n a S } a S JUNCTION WITH EXISTING PITCHED ROOF L architects - 1 , F q SCJ I 321 newark street hoboken,nj 07030 t: 201-653-2577 f: 201-652-2577 www.n astasiarchdects.com I NY license: 021574 NJ license: All 155o Roof Plan Roof Plan date:.......................................................January,.4th,.2021 Scale: 1/4" = V-0" scale:............................ ..as.shown drawn by............I......................I. .C.M checkedbY....................................................................C.JM ......... ......... phase: .. ...............................................................................P.e rmtt ©2020 nastasi architects - —'— -- . . | | | | | | | | | | | | | | | | R�\/!�I(l�� �� �� ---- ___ ^ :: description no. date Existing Chimney Install new cooper stop flashing at existing chimney New exterior wal I Sconce (to be selected by owner) Existing Weathervane to remain New door w/2 full height sidelites dimensions to match existing opening 5;1 Provide ice&water shield up roof for a minimum distance of 30"from edge of roof Double hung windows to be replaced using original opening size. 2'-6" 51-611 2-16" Building Department 01/04/202 10'-7 1/2" (andersen series 200 or equal) Verify dimensions on site "-rTop of Flat roof no. : to whom issued date --- New sill heightexistingopening ISSUE ------------- �6 -------------------------------- OWNERS Jane Stevens&Bill Cohen ' 85g5Beebe Drive, Cutohoguo.NY11335 ' First Floor ~ '-rGrade New exterior wall Sconce Sidewalls at new stairs to be (to be selected by owner) 8"concrete block with Stucco finish layer Stairs to be 3 risers CW 1/4"h New plantings in front of new terrace 11"treads&one sided New footing for Stairs to be --- 3'-6"deep (T� West Elevation Existing Chimney ��� �� �� "—�U �����������K "��K U���� I I I E__T Install new cooper step flashing at existing ~~ .�� � ��n n�� .~~v~v. .��n | New ridge vent chimney Residence�~�����UK X�������� . "����n����U U���� rTop of Upper Roof 3595 Beebe Drive CUtchOgU8. NY11935 'rTopof Roof Block: #9 Lot: #10 11 �� �� � f �� � ' /6 u n �^ ^� � �^ �� n 8 [ CNew Energy Star White hit eCtS '-rTop of Flat roof 8'-0"finished ceiling on the interior PQ Roof to be Replaced w/new fiberglass shingles over#15 felt paper, over existing ld __— ,o exterior wall. ' TE replaced using original C/) opening size. (andersen series 200 or equal) ZIP :Z RD — - ' TFirst Floor Ite�� n��mu�e� �uuoxon.� nrnou Aluminum Insect mesh t: 201'653-2577 /: 201-652-2577 40. mww*naomx�mm��»�om 'rGrade NY license: 021574 ~``~'`''~''v ~^'~~``~~` SidowaUoa1Sun Room tubo NJ license: All 1550 mpbooduoing original opening size. O^oonun�oblock v�th --- -- -- -- -- Stucco finish |ayor U������ � ����� K�U�������^���� (andemanoerioa2OO |) �~^°~"� �m ����~°� Elevations .~° Verify dimensions onsite ---- ---- ---' ---- ---- --- Nmmfooting for Screened Now Sill Height tobo3''O" Pmohtubo3'6"doop Exiodngdoor1omm�n Existing Stairs e*rear terrace Double hung windows hobo replaced using original opening size. (-2 East Elevation (andomenseries 2OOorequal) Verify dimensions onsite Scale: 1/4" j'-01" ___ da�.......................... ............... ----...Ja.nyo�^4Uh^_2021 New Sill height tobo3{y scale:......... .............................. ............................asuhovmx dpaYp�Y................................. ........... ............................ M �h��k��|g�---------------------'��� �--- ..............................................................Fenni.t ' A200| | | | | | | | | | | | | | | | ��o�ona»�o a�»uvo� . -- REVISION description no. date Existing Weathervane New Energy Star White EPDM flat roofing membrane provide metal flashing. at..^.~~/...~^.... ,.^.. existingexisting pitched roof Existing Chimney roof Install new cooper step flashing at existing chimney ....... New ridge vent Roof to be Replaced w/new fiberglass Raised roof soffit to meet shingles over#15 felt paper, over new flat roof height Provide ice&water shield up roof for a minimum distance of 30"from roof edge ............... '-rTop of Upper Roof Existing Siding '--rTop of Roof cm FD in existing opening 1 Building Department 0110412020 Top of Flat roof New Sill Height to be 3-0" < to whom issued date ISSUE New wood framed aluminum screen Door co Eo 0 ne JI 11 CD` ~ -------------------------------- _ 0VVNERS . Jane Stevens&Bill Cohen 21 35Q5Beebe Drive, Existi _ Cutohoguo.NY11935 co z CO �-7First Floor CY) Sidewalls at front terrace to be 8"concrete block with stucco finish layer -__ 3'-6"...' South Elevation Existing Chimney New ridge vent New Energy Star White EruMflat roofing membrane � �in~ -'- ^___n ��-� Stevens-Cohenexisting Windows to be replaced OL+I-19'-1 1/2" in existing opening Residence������VK ��������� " "����o �=��U U���� 3595 Beebe Drive �0 New Glass Doors CUtChOgUe. Kj\/ 11935 TTop of Roof -7 6 112" Block: #9 ---- 161-011 sheathing. ~ Lot: #10 Provide ice&water shield roof for a ' minimum distance of 30"from roof edge, �� �� �� f �� �� ^ n n �^ �� � �* �� | 8 [ c h ' t8CtS '-FTop of Flat roof 2 < New hopper windows above New shower and New Closet low New siding to match existing F0 Blue stone finish 60 Sidewalls at new stairs to be ~ 8"concrete block with ' Painted Wood frame ....... Stucco finish layer LO Cn ~ �� ��k�� ���.� �� \-rFirst Floor /: oo1'�o�o7r ,: 2n1�5o�n77 ' ~'~~~ | mwmwna,tauiarcm«wtn.vom . NY license: 021574 SidowalsskNew Screened �? mulicense: All 1550 porch mon8concrete -- --' --- -- -- --- -- -- -- 11"treads&one sided - b|ookmNhS --� | � handrail @3�0" U���,�� � ������� U�U�������^���� North _' .~,~.~.. . ~_.~~ _~°~"~~" "~~ New footings for Screened Porch New footing for Stairs tobn Lobe3''6"deep 3'-6"deep New Location for existing condenser(behind planter) New Planter Existing Door to remain Existing Stairs kzremain North Elevation ����|8� 1/4'' � 1'-�^ -__ ���.------------------J��ua�\4\h^2021 .s{al.e:........................... ................................ ........as. hown drawn ... ....................... - ....... ................... ..............CM �h��h��b�.---------------------'�J�8 ------------------------P*nmi.t A201| | | | | | | | | | | | | | | | Cc�2020naytauL_amxi*ects REVISION .................... ........I......................................................................-............ ............................. description no. date ....................................... ......... ................................. ........... ........................................................... ....................... ........... ................................. ................................ .......... .... Metal Flashing Builtup Flat roof ........... .................................I.,............. ............ .................. membrane ................... ................ ................................. ................. ............ .... .................................................. .............. New 2x8 916"o.c. L 50 0 ............................................................... .......- .............. Header blocking 4+/-19'-1 1/2" between rafters ........... .... . . ............ .............................. . ..... ........................................ .. ................ .............. ....... ..... ............................................................................................ ....... .......................................... ............... ................ 'rTop of Upper Roof ........... ................. ................. ...... ........................................ Co .......... ........ ... ........... ... ... ..................... ........... ............. C? co I ........... ......................... ..............I............... .................. ....... ......................................... 'f To of Roof ........... ........................... ............. ............ .................. _LTL ........... ................ .......................... .............. ............... Co Cl) Ll? j Fb Eo 0) .............................................. ..... ............... 5 lllllllll [ II II l 1 , 1111 II lI VIII ............ ........................ ........ ................................................. OL 10'-71/2" on t I I I II I I i ..................................... ............................................. ............ '-rTop of Flat roof 2 w. CL < ........... ............................... .............................. ............... ...... .......................... ................................................. ................. ........... .. ...... ................................. Pendant lighting above co BREAKFAST NOOK NEW KITCHEN kitchen island .... ....... ....... ....................... .............. ....... ........... Eo (To be selected by owner) I............ ....................... ............-................... ...... ...... ........... .................................................................................. 1 Building Department 01/04/2020 C? .......... ......................... ...................... co EXISTING WALLS no. to whom issued date .......................................................................................................................... 9 3/4" FINISHEDTERRACE y EXISTING REAR TERRACE 0L1' .... ........................................... ISSUE..._._._.....-......_._....._._. UE -rFirst Floor 'dko'-0" 2-0" 31-10" 2-60 11-6" ............. T—Grade CRAWL SPACE DW Sink Fr 12-10' 1 M I 1E1 1E1 _1 _1 1E11 I �E� I LEI I �E� ..................................................... ........................................... Opening to basement OWNERS -----,=Polyethylene ground cover EXISTING Jane Stevens&Bill Cohen BASEMENT 3595 Beebe Drive, I F=d I F=� I Existing exposed earth = Cutchogue,NY 11935 Existing footings& New 8"CMU foundations foundation wall New footings 2"rigid insulation Building Section A Scale:­ �/ = V- o� Exterior soffit to be raised to match NEW ROOF EXISTING ROOF STRUCTURE height of new roof Soffit vent @ new soffit New encased gutter along edge of flat roof New ridge vent .................................................................. Roof to be Replaced w/now fiberglass I-rTop of Upper Roof shingles over#15 felt paper, over existing I I I I i J, sheathing. J ' c � - Stevens-Cohen I , I [ I i I I I I , I I I I I I I i I , I 1 -1 1 1 1 1 1 1 1- Provide ice&water shield up roof for a C? minimum distance of 30"from edge of roof OIL+ 16-11" '-rTop of Roof .......... ............................................................................................................. ........ ► 1I 11 [ 1 I i t I Residence 3595 Beebe Drive 3 111111111 It Cutchogue, NY 11935 50o , 11111 ( 1 , 1I11111III11111111 [ 11I11iI 11 , 111 , 11111111 11 [ C1111IZ CY) Top plate 1 [ II [ I [ [ 11 [ I11111 111111 ; [ I i ' J I I- Block: #9 I NE\�KITCHEN VINDP� Existing gutters L 6) Lot: #10 OL10' .......�r.................. Top of Flat roof 0 L n a s t a s < 21' ALIGN J New siding to match existing a r c h i t e c t s ao co New concrete stairs with blue stone finish 3 risers(P7 1/4"h 11"treads&one sided handrail @ 3'-0" OL 1'-9 3/4" .......... .......................... �AA 2 R MH /R BEDRqm FINISI'ED:FERRAeE '-rFirst Floor 40, .......... Gracle E 321 newark street holooken,ni 07030 (2)2X6 f.t. sill d I I—— t: 201-653-2577 f: 201-652-2577 1EJ I lEd El 2X10 floor joist wwwriastasiarchitects.corn Ed I Ed I I I I IEI I Ed I El I I —1 1 11 LEI HI I Ed I I NY license: 021574 @16"O.C. I [HI I lEd I Ed I Ed I El I I NJ license: A!11550 T1 Field adjust height of concrete wall to meet new New 8"CMU Building Sections double sill plate foundation wall Existing garage slab on grade to remain New footings Batt. insulation in between floor joist Building Section B date: ...........Jan ua.ry,_ .4th,2021 ... . ...... Scale: 1/4" = V-101" scale:...........—...................................... ......... ..as.shown drawn b .—...........y............. .......I......................... ..........................CM .c.heck.e.d.by*................................................... ......... phase:........ .... ..........................................................Permi.t A300 ©2020 nastasi—architects - ' REVISION description date .... --- New 2x8 16"oo W12X58 steel beam FPDM flat roofing membrane Topmount hanger - _-_- ---' ........ ........................................................... betweenrafters ...... ................... ................................. .............. Sistered (2x8)joists -- Continous waterproofing membrane --- ' 1 slanted for roof 3"Plywood slope Roof LobeReplaced wynew Gutter notched out of umtereU fiberglass shingles over#15 felt joists&lined with 24" / slanted papor. nverexiuhngohoakhinO slopeplywood Provide ice&water shield up ---' ---------------.--.'----.-'--- mofforaminimumdiutan000f 1 Building Department 01/04/2020 Aluminum | 30"hom odgeofnoo� ---'�-�--'-----.'--.-----'----''---' gutter mmm | no. ' towhom issued date �� .� �x/v�uy�u�u///xu/ �xioUngRoofny8ervvi|h I!�!�(]Ejoists ---------------�-����������� �vcupm/�u/u/m�u insulation ~~ Top plate ^ |------- | | | Birds mouth roof Aurninum�coping ' � / / rafter into top plate ................ - ............. ............................................. ...... -- OWNERS _ Jane Stevens&Bill Cohen -----'..................... 3595Beebe Dhvn E�o�gu�o�� ' C�ohoQuo.NY11985 NEI soffit Vent Typ.throughout 21-011 Encased Flat roof Gutter Detail Existing Rafter to Flat Roof Coneection Stevens-Cohen Birds mouth roof rafter Res teves-Coe ^ �� B�domou� ��)����UK �x»ofna�or K-� ence Blocking 3595 Beebe Drive New double beam CUtChOgU8' NY11935 (u) / �« /4'rn/ Roof iobeReplaced w/new fiberglass shingles over#15felt Top mount hanger for paper, over existing sheathing. Block: #9 new roof nmO Provide ice&water shield up --- Lot: #10voofforaminimumdiutanoeof ' zxo@lo^ 30"from edge ofroof . � � Existing Roof rafter 8 [ ChiteCtS � — — — — — — Top mount adjustable rafter hanger bySimpson for existing roof rafter --- | | R-30Batt insulation | | . . --~~-_-___-5 K8�m�m ,- `'| ^ ~ ~ ^ | . . | | 32/ mewamstreet holooken.nj 07030 t: 201'653-2577 ,: 201-65e-2577 ('D3 Flat roof extension from Gabled roof vw"woantaoiarcmtectu.00m NY license: O���74 ____ . .._ . _ NJ license: /un55o Details date:------------------J�����^4�^2O21 scale:----' ...... d����y... -....... -.......................................................Gm ' .checkei.bY...................................... .............................CJm . . . phase: ....................................... ...............................Permit ' ` A500 C 2020nastau__arcxoexts REVISION ............. .................. . I no. description date ........... ............................................................................ A : ... ....... ....... .... ............................................................... ............................................ ................. ... ....... . .... WINDOW S C H EDU LE ........... ............................................ ...................................... 51/211 3 112" ............................................. ................... ................ TAG QUANTITY WINDOW TYPE MANUFACTURER MODEL NO. DIMENTSIONS NOTES NOTES 5/8" 7/16 ........... ...... ....... ..... . ............. ..................... O 2 HOPPER ANDERSEN 200 SERIES SEE ELEVATIONS SHEET A200& VINYL EXTERIOR,WOOD 1"INSULATED GLASS,THERMALLY or equal or equal A201 INTERIOR BROKEN, LOW- E,COLOR T.B.D. ........... ....................................... ...................................... NOTE: TEMPERED GLASS USE MOLD RESISTANT GWR IN WET ........... ............................................................................. LOCATIONS. 9 DOUBLE HUNG ANDERSEN 200 SERIES SEE ELEVATIONS SHEETA200& VINYL EXTERIOR,WOOD 1"INSULATED GLASS, THERMALLY ....... .............................................. ............................... —(1) LAYER 5"GWB EACH SIDE; or equal or equal A201 INTERIOR BROKEN, LOW- E, COLOR T.B.D. USE DUROCK CONCRETE BOARD 8 ....................... .......................................... ....... O BEHIND TILE OACOUSTIC SEALANT@ ALL 2 DOUBLE HUNG/ DOUBLE HUNG ANDERSEN 200 SERIES SEE ELEVATIONS SHEET A200& VINYL EXTERIOR,WOOD 1"INSULATED GLASS,THERMALLY JOINTS ..................................... ............................... ............. ....... or equal or equal A201 INTERIOR BROKEN,LOW- E,COLOR T.B.D. O 2 -2x4 WOOD FRAMING ........... ........................ .......................................... DOUBLE HUNG DOUBLE HUNG/ ANDERSEN 200 SERIES SEE ELEVATIONS SHEET A200& VINYL EXTERIOR,WOOD 1"INSULATED GLASS,THERMALLY EXTERIOR FINISH TO MATCH EXISTING @ 1 6`OC,TYP DOUBLE HUNG orequal or equal A201 INTERIOR BROKEN,LOW- E,COLOR T.B.D. .......... ................. ........... ..................... ....... ......... EK BUILDINGPAPER OVER 5"CDX 8 ........... ..................................................................... ............. DOUBLE HUNG/DOUBLE HUNG/ ANDERSEN 200 SERIES SEE ELEVATIONS SHEET A200& VINYL EXTERIOR,WOOD 1 INSULATED GLASS,THERMALLY PLYWOOD O DOUBLE HUNG/TRANSOM or equal or equal A201 INTERIOR BROKEN,LOW- E,COLOR T.B.D. t ..................... .........*............. ................ ............ -(1) LAYER 8"GWB INSIDE FACE ........... ................................... ................................ ........... V I fi INTERIOR&EXTERIOR FINISH TO BE SELECTED BY OWNER AND ARCHITECT ........... ........................................................................... FILL CAVITIES W/SAFB INSULATIONTYP. 3...........:................................................................................... (1)LAYER 8.. MOLD RESISTANT ........... ..................... ................................. ....................... 2X6 WOOD STUDS GWBI.............................................................................................. R-21 BATT INSULATION DUROCK CONCRETE BOARD ........... .............. . ..... ............................................................ ........... ......... ................................................. ....................... ........... .................................................... ....... ................. ALL WATER PIPES IN EXTERIOR WALL i 1 Building Department 0110412020 TO BE INSULATED .......... ........................................... ... .-.. ...... ..... ...... P —FINISH TILE(SPEC BY. : no. to whom issued date ARCHITECT) OVER THINSET .................... ...............I.........................I.................................. .....................................I............... 5111 2 1/16"GROUT JOINTS,TYP/EXTERIOR WALL ISSUE .. ... . .. .... INTERIOR PARTITION WALL .....I.......I.................................... .......................... ..0.W.N.E RS. INTERIOR Jane Stevens&Bill Cohen 2A FO R TILED WALLS 3595 Beebe Drive, Cutchogue,NY 11935 QP NEW FIBERGLASS SHINGLES 20 MIL VAPOR BARRIER NNI u 5 8 CDX PLYWOOD SHEATHING R-38 MIN. INSULATION INSULATION BAFFLES BELOW EXISTING Stevens-Cohen INTERIOR SHEATING SHEATHING Residence 3595 Beebe Drive GWB Cutchogue, NY 11935 Block: #9 Lot: #10 TYPICAL GABLED ROOF ASSEMBLY n a s t a s architects TA 321 newark street holooken,nj 07030 t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects.corn NY license: 021574 NJ license: All 1550 Window Schedule & Partition Types ......................................................January,4th,2021 .......... .................... .scale:........ ......................................................I.....as.shown draw by- .........!� ._ �........................................................................CM checked by................................ –Cim. pha.s.e.:.................... ............... ..............................Permit A600 (0 2020 nastasi—architects REVISION p ......................_.._.....-......._..__..._.._.._... no. description date A i........... ................................................................................... .......... ................ .............................................................. ....: ............................................I.............._......................., 1 ...........:............................. 1 3 i....." .......... ...................................................................... DIVISION 25: ELECTRICAL_SPECIFICATIONSi K. RUBBISH: i Master Bathroom Powder Room New Entry Fo er GENERAL PROVISIONS: Remove all rubbish from premises as often as necessary or directed. Debris 104 101 100 ...........:.................................... .............................................. A. Provide labor, materials,equipment and services for complete electrical systems removal during construction to be coordinated with the Landlord.All work and PROVIDE POWER FOR equipment shall be cleaned to the satisfaction of the Tenant before turning same CONDENSER .......... .•......... .. --- . .--- .........."...................: as shown on these drawings and as required by applicable city, state, and federal over to the Tenant. I codes, including OSHA. Pay all fees, obtain all certificates. Use new U.L. approved ( �l .... .. •---- .............................. equipment. Include all temporary light and ower during construction.Scope LIGHTING FIXTURES: ----- -- - - ---P ry 9 P grt_a.r,w_31 - __ — - -- ---- - - ............................................... �- ---- - �- -_- - _= r includes fight and power systems,telephone raceway provisions,tests,and power ! � �- ------- ,-___------------_- hook-up of Owner's equipment. A. Install all fixtures as indicated on drawings and provided by the Owner. Fixtures to bear label of Underwriters Laboratories and be Installed true and plumb, left clear and free from grease and fingerprints. LI htin fixture Installation to be 4 equipment complete with all necessary mounting hardware lamps, ballasts starters and other W 1 0 / B armlet, uI ment and materials shall be installed in a neat and workmanlike gLighting 105 ;� \\ necessary equipment. - -- R ...........:................................................................................... P rY 9 r A R3 C. All materials shall be of the best quality for the purpose intended. ry =3= --- - - -; : :- - - ------ " _ New Screened Porch ....... ............................................................................... ----- 8'-0" _ - -' :__-.>_ j >, --= -- 1 , 109 MISCELLANEOUS: I;:: ;.., _ — - --- --- F.F. —--' :'- �' _� T D. Render full cooperation to other trades where work of Contractor well be Installed inclose proximity to work of other trades. This Contractor shall assist in working out BASIC ELECTRICAL MATERIALS AND METHOD �� N Aro. j ( \\ I........... ................................................................................. space conditions. If Contractor installs work before coordinating with other trades or Y I i R R H CD ...........:................................................................................... 1. All fixtures to be selected b Tenant in conjunction with the Architect. / C = causes Interferences, he shall make changes necessary to correct condition 3 NEW OUTLET ON NEW WALL 2. All electrical,telephone,and datacom work to be done in accordance with R3 R3 without extra charge. and conform to the"National Electrical Code/2015" including subsequent -. —— ' ry I' i; I additions and amendments thereto. I � , E. For exact location of lighting fixtures, receptacles and telephone outlets, refer to ---!------ df� --- --- --t1P-I ......... ... 3. All visible electrical equipment such as switches, duplex outlets, cover plates - - 0 o Existing Sun Room „ Architectural Drawings. ; _ _ ____ a______ 3 0 11 z and floor-mounted outlets shall be installed by competent mechanics in a first `k �-- --_-UP _ [, ___ _ - - -- `-_ 107 ........ ..................... clas F. This Contractor shall repair and damage done by himself or his workmen, and 4. Notify Architect immediate) riot to lighting installation of an discrepancy or UP 3D UP """'" " " """"" ""' C fY Y(p 9 9 ) Y P Y shall coordinate his work with that of other crafts. All work shall be done to the questions regarding lighting intent. ' II R R3 i 5. Upon completion of work,electrical contractor to supply all pertinent c R I ' information in electrical ane)to Architect and PP Y P , o NEW HOSE BIBB LOCATION 1 Building Department 01/04/2020 satisfaction of the Architect t I'I - i --- l . . .... .................................................................................: p Landlord. (i.e.which breakers • // ...... . . G. Keep conduits and other openings closed to prevent entry of foreign matter: R3 R3 R3 — ;a € no. : to whom issued date control which circultslrooms/etc.). and apparatus and protect against dirt,water, chemical LE EXISTING DUCTWORK IN ----------- - ISSUE..................... ............................._._..__._...............................___........................ ._._.... cover fixtures, equipment or mechanical damage, before and during the construction period until final LENSES, LOUVERS AND ACCESSORIES - FLOOR TO BE EXTENDED IN acceptance. Restore to original condition any fixtures, apparatus, or equipment 1. All receptacles to be grounded type. _ j 3 I MI New Master Bedroom o I I CRAWL SPACE damage prior to final acceptance, including restoration of damaged shop coats of 2. All receptacles,telephone and cable television jacks to be at Tenant and 103 � paint. Equipment shall be delivered and stored at site, properly packed and crated, Landlord's request. (where installation is within an existing room, match style 31_0.' eq eq until finally installed. of existing equipment-upgrade at Tenant's request). -- , 3. All switches and wallplates to be selected by Tenant unless located in --_ - ................................................................................................. H. Upon acceptance of Contract,Contractor agrees to guarantee all his Work and Mechanical,Storage or Utility Rooms. Must be approved by Landlord prior _ Sitting Area OWNERS equipment for a period not less than one(1)year from date of initial operation. to installation. I! 106 Jane Stevens&Bill Cohen Manufactured equipment shall carry full period of manufacturer's guarantee and 4. Contractor to provide all switches, receptacles and wallplates U.O.N., Color: j o jl i (NO WORK) j 3595 Beebe Drive, shall not be less than one(1)year. To be selected by Tenant. ! 3° co ! Cutchogue,NY 11935 5. Contractor shll be responsible for all appliances + HVAC. �_ k Y y�®- � `� I ' I. Contractor shall maintain such limits of insurance as required by the building 6. Contractor to provide all switches, receptacles and wallplates U.O.N:, Color: - - d-: ----- ----- _ ___ Lutron Satin Color. J.TEMPORARY LIGHT AND POWER: 7. Contractor shall be responsible for all electrical connections for the kitchen, ------ 9 3/8" bar and laundryappliances. LaundryCl j PP eq. eq. eq. 3.0 Provide and fully maintain all facilities for temporary light and power within the PROVIDE WASHING MACHINE 103B A � construction area duringthe entire building period, for safety of personnel, utilizing ALARM AND DETECTION SYSTEMS g P --- Y P 9 OUTLET BOX WITH TURN ;. the electric service in the area as arranged with building management and Public 1. Smoke detectors shall be required on every floor including the basement, in VALVES --- !:�f�- --- I --- �=------;- -- -_- ___ �_���=_� r:__ ------------ Utility --_-- Utility by the Electrical Contractor. the immediate vicinity of the bedrooms and in each bedroom. The detectors -- shall be wired so that the actuation of one alarm will actuate all the alarms ini � � � i R w R3 R3� iR3 I' the dwelling IBC 907.2.10.1.2 and 907.2.10.3 . Detectors shall be supplied with a battery backup in case of AC power interruption (IBC 907.2.10.2). 1 �------- I kitchen P I 8'-0, Existing Dining &Living Room AFF. _° 908 S1 EXISl1NG EXTERIOR NEW FRONT TERRACE 110 I REAR TERRACE ! (NO WORK) LIGHT FIXTURE SCHEDULE L ___._. _._. _ __ F -- (NO WORK) I I TAG FIXTURE TYPE/LOCATION MANUFACTURE MODEL WATTS QTY �i % __ cn- Cs9oKrlooR GFI— REF — — Alk ---- I S1 Surface Mounted Light To be selected 15 W Allowance 2 -__-__--_-_---_------ S2 Surface Mounted Light To be selected 15 W Allowance 1 R3 Recessed Down Liciht* To be selected 15 W Allowance 16 P1 Mini Pendant Light To be selected -------------�---1 15 WAllowance 5 � ---� A Exterior wall sconce light To be selected 25 W Allowance 3 1 I I Provide tape and fire caulking as required by manufacturer to Stevens-Cohen Er achieve fire rating. I I � xisting Foye All Lighting fixtures to be selected by owner. 110 Residence 3595 Beebe Drive -__---_ T_----_-_ -- - -� LIGHTING / ELECTRICAL / MECHANICAL LEGEND ���L �L Cutchogue, NY 11935cl CL CL CL CL SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Block: #9 O Hardwired Interconnected Exterior Wall Recessed Lighting ����' \ — --�__ - �,� / �'C•• /�` Lot: #10 Smoke/CO2 detectors with battery l-O sconce \� co backup A R3 ' n a s t a s i r- Hardwired Interconnected Smoke Wall Mounted Vanity Indicates direction LOJ Detectors with battery backup I®VO Light of air flow architects Exhaust Fan connected to existing P1 Pendant Light ---- Existing Ductwork underneath floor -- � `� hard duct vented thru roof slab(Supply trunk) ON Surface Mounted Supply Existing Guest Bedroom r-=--_--_ '� _ �� rh T8 LED Fluorescent surface Su I air floor Grille - Existing Guest Bedroom ! �' OS1 Ceding Lights ` 1S2 mounted Light - 113 �!o l 111 ! ' (NO WORK) I (NO WORK) Ali_ Bathroom ' I ' Project To Reuse Existing Electrical Service and Panel o 112 ' �(NO WORK) F - 321 newark street hoboken, nj 07030 I ' t: 201-653-2577 f: 201-652-2577 —_J mm.nastasiarchitects.com ------------------------1 _ _ --- ------- ----_- -----------------!`=_______=__al------------------------------- NY license: 021574 NJ license: All 1550 First Floor 1 First Floor Electrical & Mechanical Plan Electrical & Mechanical Scale: 1/4" = 1'-0" Plan d.ate:.......................................................January,4th,.2021 scale:.....................................................................as.shown drawn.bY:................................................ CM check.ed.b .................. ...............C.JM . . .................................... phase-:......... .............................I.................................Permit ME1 00 C:2020 nastasi architects REVISION .................................................I........................................................................................................... no. description date ........... .................. .................................... .......................... ! A - ........... ........................................................................... ........... ....... ........................... ....................................... ........... ......................... ......................................................... ........... ........ ............................................................. ............ .......... ........ ... ................................... ................... ..... ........... ........................................ ................. ....................... ........... ................................................. ....... ................ ........... ............................................................................ ........... ......................................... ....................................- ........... ................................................................ ........... .................................................................................. .............................. .................... ........ ....... .... .......... .............. ........ .................................. ............... ............ .. ......................................................... ........... ..... ...... ..................................................................... 1 2"Vent 2"Vent J LThru RoofLThru Roof ......... . .... ...... ....................................................... .............. J ......... ................. ................................... .. .... .. ............ ............................................................... ................................................................... ................ .............................. ........................ .................................................. *.... .. 2"Vent ThruRoof ........... ........................................... ... ......... 1 Building Department 0110412020 ........... ............................................................................ no. to whom issued date ........................................................................................................................................................................ ISSUE Laundry Powder Room I Kitchen Bathroom i I Existing Bathroom --------------- --------r---- ---------------------------------------------------------------------------- ............................ ...................................................... iI IOWNERS Jane Stevens& Bill Cohen w_ 3595 Beebe Drive, 2" ------------ U) " ------- -------- > i 2Cutchogue,NY 11935 ( < _J I C) > -) > 1.5"! < 3�12" 2-'1 3: 11.5" 11.5" 1 _J I 1 2" 3: 1.5" 4 _J D " 4" 1.5' 1--_ i I 2" 11 12" 4" 4" 2" ]2- Tr_� FIRST FLOOR 4" WATER HEATER BOILER Connect to Existing Sanitary Riser BASEMENT Stevens-Cohen Plumbing Riser Diagram Residence 3595 Beebe Drive Cutchogue, NY 11935 Block: #9 Lot: #10 GAS NOTES PLUMBING SPECIFICATIONS: a s t a s DIVISION 22: PLUMBING SPECIFICATIONS F. GUARANTEES AND CERTIFICATIONS: 1. HOT WATER HEATER AND BOILER TO REMAIN I. PIPING MATERIALS: PLUMBING a r c h i t e c t s A. REFERENCE TO GENERAL CONDITIONS: 1. All work shall be guaranteed to be free from leaks or defects.Any defective 1. The use of lead solder is prohibited on installation of potable water systems. 2. REPLACE EXISTING RANGES WITH NEW RANGES materials or workmanship, as well as damage to the work of all trades resulting SYSTEM PIPING FITTING 2. Contractor to be responsible to check soil pipe height and location and to adjust to job conditions, 1. Perform the Work in accordance with the requirements of the General from same, shall be replaced or repaired as directed for the duration of stipulated 3. Potable water system is to be protected from contamination by use of back flow preventers,as Conditions, guaranteed periods.The duration of guarantee periods shall be one year. ALL SOIL,WASTE, HUB&PLAIN END, GASKETED ELASTROMERIC conditions required. VENT&DRAINAGE PVC SOIL PIPE NEOPRENE JOINTS,TYPE MG 4. All hot and cold supply piping shall have air chambers to prevent water hammering. B. SCOPE OF WORK: PIPING, U.N.O. CAST IRON COUPLING WITH 5. Supply and waste line sizes shall conform to the following. G. SHOP DRAWINGS AND OTHER INFORMATION REQUIRED: NEOPRENE GASKET& 1. All work shown on the drawings and in the specifications shall be included NO HUB PVC SOIL STAINLESS STEEL BOLTS Fixture HW CW Drain Trap Vent under the base bid, except where there is specific reference to exclusion and PIPE Water Closet - 112" 411* 2" 1. Prior to assembling or installing the Work,the following shall be submitted fol incorporation in other quotations. approval: Lavatory 1/211 1/2" 1-1/2" 1-112" 1-1/2" GALVANIZED CAST IRON Sink 3/4" 3/4" 2" 211 2" C. GENERAL: (A) Equipment drawings and scale drawings showing all equipment and piping RECESSED DRAINAGE FITTINGS Tub 3/4" 3/4" 211 211 1-112" with sizes,elevations,dimensioned locations and appropriate indication of FOR WASTE PIPING&CAST 1. Coordinate Work with all other trades and existing conditions of the job site coordination with other trades. GALVANIZED STEEL, IRON OR GALVANIZED *3"PVC pipe may be used if approved by local Plumbing Sub-Code Official and maintain required ceiling heights and space conditions. SCHEDULE 40 MALLEABLE IRON FITTINGS FOR VENT PIPING PLUMBING FIXTURES 321 newark street hoboken,nj 07030 2. Provide all materials, equipment, services, labor and tests necessary for complete execution of the plumbing work in accordance with the governing H. MISCELLANEOUS: 1. All fitting,escutcheons,faucets,traps,exposed piping, etc., shall be brass, chrome plated or t: 201-653-2577 f: 201-652-2577 codes and authorities. PROVIDE FOR FOLLOWING: nickel plated with polished finish, Contractor to verify final finish selection with Owner. www.rastasiarchitects.com - Scaffolding, rigging, hoisting. SCHEDULE 40 PVC NY license: 021574 D. CODES AND STANDARDS: - Rubbish removal. 2. Before roughing work is started submit to the Architect complete figured drawings and cuts of NJ license: All 1550 - Sleeves and openings (Waterproof sleeves and flashing through each and all of the plumbing fixtures,fittings,trimmings,etc.,and secure his approval before 1. All work shall meet or exceed the latest requirements of all national,state, waterproofed construction). proceeding with the installation of any work-these drawings shall show accurately the locations - Caulking, packing and filling of sleeves and openings. and indicate where dimensions on architectural drawings cannot be met. Plumbing Riser Diagram county, municipal and other authorities exercising jurisdiction over construction work at the project. - Shop drawings. DOMESTIC WATER TYPE LCOPPER WROUGHT COPPER OR - Record (As-built) drawings. PIPING TUBE or PEX BRONZE SOLDER JOINT 3. Provide all hangers,supports, brackets, etc.,for the proper installation of.the lavatories, sinks, & Notes 2. All required permits and inspection certificates shall be obtained, paid for,and - Obtaining all required permits, approvals and inspection certificates. FITTINGS WITH 95%TIN-5% etc., requiring support-Such supports shall be in accordance with the recommendations of the made available at the completion of the work. - Guarantee all work, labor and materials for one year following date ANTIMONY SOLDER manufacturers of the fixtures and it built into partitions or wall shall be set as the wall progresses. of acceptance. JOINTS E. TESTS: - Verify site conditions at the project site. 4. All plumbing fixtures to be selected by the Owner. - Access doors for valves. PIPING INSULATION 1. Before an application for final acceptance of the work will be considered, all - Spare parts and tools. 1. Insulate all heating hot water pipes in exterior walls, crawl spaces, basements and all other tests deemed necessary to show proper execution of the Work shall have been - Test: Operating, performance and code required tests. unheated spaces. performed and completed in the presence of an Architect's/Owner's - Protection of work during construction. 2. All hot and cold supply piping shall he insulated to prevent heat loss and condensation. Coordination with other trades. 3. Insulation with a thickness of no less than 1 112"shall be installed on any space heating date.:......................................................Jar!uary,.4th_,.2021 representative, scheduling of all testing procedures shall be arranged to suit the .. . ...... convenience of the Architect and/or Owner's Representative. - Cleaning. distribution piping located outside of a conditioned space. scalp:.............. .................... ....................... ....as.shown - Adjusting and balancing. 4. Insulation with a minimum thickness of no less than 3/4"shall be installed on any service water - Identification:Valve tags and valve tag schedules. distribution piping that is greater than 3/4"in diameter. drawn by.........................................................................CM - Hangers and supports for piping and equipment. checked.by............. ....... ...... ... .CJM ................ .. . . . - Flashing for drains and pipe penetrations. phase.:.,................ ........ .......... Pi 00 (9 2020 nastasi—architects