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50615-Z
4S�FQt � Town of Southold 9/15/2024 a P.O.Box 1179 cm o _ 53095 Main Rd y?j41 oY Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45555 Date: 9/15/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 365 Chablis Path, Southold SCTM#: 473889 Sec/Block/Lot: 51.-3-3.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/22/2024 pursuant to which Building Permit No. 50615 dated 5/2/2024 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations to a single-family dwelling as applied for. The certificate is issued to Nikakis,Peter&Harriet of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50615 8/22/2024 PLUMBERS CERTIFICATION DATED 4/21/2024 eo Almyro s A ignature o�SUFFnt . o TOWN OF SOUTHOLD XcG�� BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT.ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50615 Date: 5/2/2024 Permission is hereby granted to: Nikakis, Peter 264 Mill Spring Rd Manhasset, NY -11030 To: Construct interior alterations to a single-family dwelling as applied for. At premises located at: 365 Chablis Path, Southold SCTM # 473889 Sec/Block/Lot# 51.-3-3.2 Pursuant to application dated 3/22/2024 and approved by the Building Inspector. To expire on 11/1/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $306.00 CO-ALTERATION TO DWELLING $100.00 Total: $406.00 Building Inspector ho��pE SOUr�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 .cOl�� N �� sean.devlin(a�town.southold.ny.us 4UN�, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peter Nikakis Address: 365 Chablis Path city,Southold st: NY zip: 11971 Building Permit* 50615 Section: 51 Block: 3 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Mongiori Electrical Corp License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures , 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 7 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge(2), Hood, Oven, DW, W/D Notes: AS BUILT NO VISUAL DEFECTS " Kitchen Renovation & Moved Laundry Room Inspector Signature: Date: August 22, 2024 S.Devlin-Cert Electrical Compliance Form Copy SID"ir�o! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959I�CQU +N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 5o to l ,5 Owner: o ,� (Please print) Plumber: m I-APlease,print) I certify that the solder used in the water supply system contains less than 2I10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 Ll i ANNIE E ESGRO NOTARY PUBLIC STATE OF NEW YORK Notary Public, I County SUFFOLK COUNTY LIC.#01 ES5078083 COMM.EXP.05/19/2027 Of SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 '6me"o INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ] RENTAL MARK ��A44d- � ►w t c DATE '+ INSPECTOR �oloUP SObTyo� # TOWN OF .SOUTHOLD13UILDING DEPT. °y�oo►m,��`'� 631-765-1802 INSPECTION [ . ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND._ [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ , ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: M a U latln�l 1AA 26z2lba fifA� o4 QiA cLAV1 1 DATE 2 INSPECTOR J - oF souryo� * . TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION :1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] , PRE C/O [ ] RENTAL REMARKS: DATE ei INSPECTOR r plumbing& -geatiny 263 Route 25A Waa'ingRzver,1VY11792 631-886-1984 March 20, 2024 To whom it may concern: Re: 365 Chablis Path, Southold, NY 11971 To Whom it May Concern: Mesta Plumbing & Heating LLC hereby certifies that the gas test was conducted at Re: 365 Chablis Path, Southold, NY 11971 for 12 hours -4.5 lbs and there were no leaks. If you have any further questions, please don't hesitate to contact me at (631 ) 886-1984 or mestapiumbing@gmail.com George Almyroudis Master Plumber NY License #44809-MP Task 87# 666425 S. Hampton License #RP90022 AUG 2 2 ' 2024 " 000 BYJILDING DEFT. HCN ARCHITECTS-HCN DESIGN &WMLV 4EVIGI,'_ _._.... _ _a.__.._.,_.. N 36-03 Ditmars Blvd. Long Island City, NY 11105 j Phone:718-204-2765 Fax:718-204-2768 _ i „ Email:hnikakis@hcnarchitects.com Property Address: Date: August 19,2024 365 Chablis Path Southold,NY 11971 To:Town of Southold Building Department 54375 NY-25 Southold,NY 11971 To whom it may concern: This letter is to certify that the rough plumbing meets NYS code for application number 50615, Please le us know if you have an-- o s. GALOS ank you, Harriet Calos Nikakis CIA - co HCN Design&Cons tin Inc. I chitec 030899 OF NF-14� Sworn to me before this day o !�C11 1 2024 MAGD1 E State Notary Public,No.01 EL6062902 Queens County Commission Expires 08120120-Z'' HCN Consulting Services Phone:718-204-2765 Fax:718-204-2768 Email:hcnconsulting@aol.com 'IELD INSPECTION REPORT DATE COMMENTS ------ 71 FOUNDATION (IST) --------------------------------- Ar- c) FOUNDATION (2ND) I� ROUGH FRAMING& PLUMBING -INSULATION PER N.Y. STATE ENERGY CODE vA FINAL ADDITIONAL COMMENTS 0 ---(_Li cv�--- -31 - y ��O�SOFFOI¢�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y E Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov {c Date Received APPLICATION FOR BUILDING PERMIT MN For Office Use Only i'" "" 1 —Zj 50�15 _ PERMIT NO. Building Inspector: MAR 2 2 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an 7 Owner's Authorization form(Page 2)shall be completed. O', Date: OWNER(S)OF PROPERTY: Name: ��. �=^�QS.f�_✓ __ 15— SCTM#1000- Project Address: >Er� _� 15_�A_` f ___Sc�v_T__.[��1�/�►r '`�_�� Phone#: 38 l l 9S Email--- � K1S_� Gl/_✓1L4 1 - CJ�'9 Mailing Address: CONTACT PERSON Name—_ {_U J - --- -�--- �I Mailing Address: 9-64V 1.1(r 1 ,�/- j� _ .KA-561� ---q— Phone#: ^g _ �_'_(�� Z-Z Email: �.�� l�s H-e d49,61 t-(ZCT DESIGN PROFESSIONAL INFORMATION: -- � ram _ .mil s _-�-1 CCU De��yr .-- Can�v� _rt Name: 4._ Mailing Address: 9-G-`- _wt--r-�L.St /2-{_-IC��11� .__8 0 HIT .C�--- -- Phone#: _.� _ a Ir AnG -�� Email: D�/1Lj�f��G7- CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition 61teration , Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes Eia Will excess fill be removed from premises? ❑Yesgo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesrQNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading:,The owner/contractor/design professional is responsible.for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations;for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.- Application Submitted By(print name): �� �, `�—� ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF d ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the V u-)r e z- (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 l�l hLl day of owc , 20 Z�d Nota ublic TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW6306d00 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUN£E 30,2. � I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Sufft�L, � BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iameshOsoutholdtownny.gov seand ansoutholdtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: ) 1,) fl_f C-:C- �i Lt Electrician's Name: n r License No.: Elec. email: Elec. Phone No:63 I -F") ❑I request an email copy of Certificate of Compliance Elec. Address.: c tJ c — �17mc JOB SITE INFORMATION (All Information Required) Address: r Cross Street: ' Phone No.. 91 BIdg.Permit#: (�(D 5 email: S' .�� � AIL-6 Tax Map District: 1000 Section: s Block: 3 Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): J Circle All That Apply: Square Footage:Is job ready for inspection?: / ,YES❑ NO Rough In Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service Fire ReconnectOFlood ReconnectOService ReconnectOUnderground QOverhead # Underground Laterals M 1 2 H Frame Pole Work done on Service? F1 Y nN Additional Information: _ riye_r.i-O t' c 7tle,14 L am" U v+(e PAYMENT DUE WITH APPLICATION �a� n3 F1'IIt - BUILDING DEPARTMENT- Electrical Inspector © -, TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 `` $�j Telephone (631) 765-1802 - FAX (631) 765-9502 La_meshe-southoldtownny.gov - seandesoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION (ELECTRIC AN NFORMATION (All Information Required) Date: Company Name: Electrician's Name: �., ( 1 9,,(i, io Aq 6 r%i License No.: Elec. email: Elec. Phone No: - ; '-4' (:)' ElI request an email copy of Certificate of Compliance Elec. Address.. }f; �;-t� A \t� 12-f -7-7,i JOB SATE ONFORMATOON (All Information Required) Name: Address: r �— �.. ��i L_I <.' t SC'� -1.-1c I r Cross Street: Phone No.: , (? BIdg.Permit#: �. �� email Pl Tax Map District: 1000 Section: S I Block: 3 ----Lot: S-,:� BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Lf-r, Square Fo a e: Circle All That Apply: Is job ready for inspection?: IZI-YES NO Rough In Final Do you need a Temp Certificate?: O YES NO Issued On L p lnf®rmatl®n: (All information required) Service SizeO1PhO3 Ph Size: A # Meters Old Meter# ew Service Fire Reconnect[]Flood ReconnectOService ReconnectOUnderground DOverhead erground Laterals 1 2 H Frame Pole Work done on Service? Y MN Additional information: V) e r 1+--C ra-o f)s C- 06 ILL L PAYMENT DUE WITH APPLICATION - Ja� 313 PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's wkl 1 UC Lts Fridge HW POOL Panel Fans Mini Fr:,' W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Co.oktop M i n i s p I I t I Blower AC AH Hood ' Blower Service Amps Have Used Sub Amps Have Used r CommentsC Road __ - - ____ - - - - ___ - --- __ _Eu __ APPROVED AS NU I LU GENERAL NOTES WOOD NOTES 1.IT IS THE INTENTION OF THIS CONTRACT TO CONSTRUCT THE BUILDING(S),FINISHED AND READY FOR OCCUPANCY,IN ACCORDANCE WITH 1.WOOD CONSTRUCTION SHALL CONFORM TO BUILDING CODE,LATEST EDITION. / I /` THE CONTRACT DOCUMENTS AND ALL REQUIREMENTS OF THE LAW.ALTHOUGH ALL NECESSARY WORK MAY NOT BE ITEMIZED IN THE 2.ALL NEW FRAMING LUMBER SHALL BE GRADE MARKED AT MILL PRIOR TO DELIVERY TO THE JOB SITE. /- I V 6"off DRAWINGS AND SPECIFICATIONS,THE CONTRACTOR WILL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND INCLUDE ALL WORK 3.ALL NEW WOOD JOISTS SHALL BE DOUGLAS FIR NO.2 OR BETTER.ALLOWABLE STRESSES:Fb=1000 P.S.I.(MiN.),E=1600 K.S.I. /-- 1 SPECIFIED OR IMPLIED FOR THE COMPLETE REPAIR OF THE BUILDING(S). 4.NEW WOOD JOIST SIZES ARE BASED ON 40 P.S.F.LIVE LOAD AND 65 P.S.F.TOTAL LOAD FOR APARTMENTS AND CORRIDORS UNLESS -/-- i NOTIFY BUILDING DEPARTMENT AT 2.CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF BUILDING CODE AND ALL RULES AND REGULATIONS OF OTHERWISE INSTRUCTED.DEFLECTION LIMITED TO L1360 SPAN.MAXIMUM SPANS FOR NEW WOOD JOISTS SHALL BE AS FOLLOWS: 3"X 8" �12"O.C. 1fi'-3" CLEAR SPAN OR LESS �"'- ' 831 765-18d2 8AM TO 4PM FOR 7'Hi+ THE COUNTY AND STATE. HCkv 3.CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FROM THE DEPARTMENT OF HIGHWAYS FOR ALL WORK BEYOND THE BUILDING LINE. 3"X 8" @I6"O.C. 14'-0" CLEAR SPAN OR LESS -..... - FOLLOWING INSPECTIONS: 3"X 10" 12"O.C. 20'-0" CLEAR SPAN OR LESS - 4.CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION INSURANCE AND DISABILITY BENEFITS. / 5.CONTRACTOR SHALL PAY FOR ALL PERMITS,LICENSES,INSPECTION FEES AND ALL OTHER CHARGES. 3"X 10"@16"O.C. 17'-3" CLEAR SPAN OR LESS '- 3"X 12" 12"O.C. 23'-0" CLEAR SPAN OR LESS .� FOR O UREDION CONCRETE E Ut ARCHITECTS 6,WHERE EXISTING WORK IS TO BE CUT ANDIOR UNDERPINNED,CONTRACTOR SHALL PROVIDE ALL NEEDLING,SHORING,BRACING, Gco -/'- j FOR POURED CONCRETE WEDGING AND DRY-PACKING AND SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THIS OPERATION. 3"X 12"OR S O.C.FIELD CLEAR SPAN OR LESS 7.THE CONTRACTOR SHALL BE REQUIRED TO PATCH, REPAIR,AND REPLACE ANY AREAS THAT ARE ALTERED OR DAMAGED DURING 5.CONTRACTOR SHALL FIELD VERIFY ALL JOIST SPANS AND BE RESPONSIBLE FOR CONFORMING TO THE ABOVE. ""�- ROUGH-FRAMING&PLUMBING PROCESS OF ALTERATION. 6.ALL JOISTS FRAMING INTO MASONRY SHALL HAVE 15 DEGREES FIRE CUT. - 1 8.THE CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATIONS OF THE EXISTING STRUCTURE DURING THE PERFORMANCE OF HIS 7.PROVIDE 1 1/2"X 1/4"X 4'-O"LONG WALL ANCHORS 6'-0"O.C.WHERE MASONRY WALLS RUN PARALLEL TO JOISTS.PROVIDE 1 1/2"X 1/4"X 16" /--/ 1 INSULATION WORK.SHOULD HE BECOME AWARE OF ANY SITUATIONSTHAT REQUIRE FURTHER INVESTIGATION OR STUDY,HE SHALL NOTIFY THE LONG T-ANCHORS EVERY FOURTH JOIST WHERE JOISTS FRAME INTO MASONRY WALLS. "- I FINAL -CONSTRUCTION MUST ARCHITECT IMMEDIATELY. 8.ALL JOISTS SHALL BE CUT OR NOTCHED AS DETAILED ON DRAWINGS.WHERE NOTCHING OF JOISTS EXCEEDS MAX.ALLOWABLE,STEEL /-- 9.THE STRUCTURAL DESIGN IS BASED UPON EXISTING DRAWINGS(IF AVAILABLE),FIELD OBSERVATIONS AND/OR ASSUMPTIONS REGARDING BRIDLE IRONS SHALL BE USED. - ( BE COMPLETE FOR C.O. THE EXISTING CONDITIONS AT THE SITE.VARIATIONS BETWEEN THE FIELD CONDITIONS AND THESE DRAWINGS MAY EXIST.WHERE SUCH 9.PROVIDE FRAMING FOR INGN W OP FOR EN JOIST FLOORS,DOUBLE MAXIMUM. HEADERS AND TRIMMERS SHALL BE HUNG IN APPROVED TYPE BRIDLE IRONS. -�/--' � All CONSTRUCTION SHALL MEET THE ARCHITECTS & PLANNERS VARIATIONS ARE ENCOUNTERED THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 10.THE CONTRACTOR MUST PROTECT ALL BUILDING AND STRUCTURAL ELEMENTS INCLUDING All CONCRETE OR MASONRY FIREPROOF 11.PROVIDE NEW 2"x 6"MIN.WOOD SLEEPERS 16"O.C.MAX.IN ALL AREAS WHERE EXISTING WOOD SLEEPERS ARE FOUND AND ALSO WHERE / REQUIREMENTS OF THE CODES OF NEW ARCHES AGAINST DAMAGE RESULTING FROM FALLING OBJECTS AND STORAGE OF CONSTRUCTION MATERIALS AND OTHER HEAVY LOADS INDICATED ON DRAWINGS.NEW SLEEPERS SHALL SPAN OVER EXISTING CONCRETE ARCHES AND BEAR ON STEEL AND OR ADJACENT -- DURiNG ENTIRE COURSE OF DEMOLITION AND CONSTRUCTION. CONCRETE UR MASONRY BEARING WALL. YORK STATE. NOT RESPONSIBLE FOR 11.7H£CONTRACTOR SHALL VERIFY ALL EXISTING MEASUREMENTS AND CONDITIONS BEFORE WORK BEGUN.ALL DISCREPANCIES SHALL 12.ALL STRUCTURAL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ____r � DESIGN OR CONSTRUCTION ERRORS HCN DESIGN & REPORT TO THE OWNER. 13.USE GALVANIZED CONNECTORS(INCLUDING NAILS)AT ALL EXTERIOR SURFACES. I o I CONSULTING SERVICES INC. 12.IN CASE OF DISAGREEMENT BETWEEN ARCHITECURAL AND STRUCTURAL PLANS,THE ARCHITECTURAL REQUIREMENTS SHALL GOVERN.IN 1 OF CASE OF CONFLICT,THE CONTRACTOR SHOULD IMMEDIATELY CONTACT THE ARCHITECT FOR CLARIFICATION. MECHANICAL VENTILATION NOTES I a t COMPLY��"+W�IT��"& CQD��S;ODir WAM RA 13.THE CONTRACTOR SHALL SUBMIT,CHECKED SHOP DRAWMNGS FOR REVIEW.NO DETAIL SHALL BE CHECKD BEFORE THE FRAMING PLAN H ,, - '�� ' /���p YO����3T�A*TEE 4i TOWN V�ID��' N �� HAVE BEEN SUBMITED FOR VIEW. 1.KITCHENETTE DUCTS SHALL BE A MINIMUM 18 GAUGE GALVANIZED SHEET METAL i i ! I r3EQ],,,JI��D AND C,rONDMONS' 07- `� � �� �-�• 14.SHOULD UNFORSEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLAN, 2.INTERIOR BATHROOM DUCTS SHALL BE A MINIMUM 24 GAUGE GALVANIZED SHEET METAL , ��+•���n� CONTRACTOR SHALL NOTIFY THE PROPER AUTHORITIES AND SUBMIT HIS DETAILS SHOWING THE PROPOSED METHOD TO ACCOMPLISH 3.ALL DUCTS SHALL BE FITTED WITH B.S.A.APPROVED REGISTERS AND FUSIBLE LINK FiRE DAMPERS. LICy NY 11105 THE REQUIRE RESULT. 4.ALL MECHANICAL VENTILATION DUCTS SHALL BE ENCLOSED WITH TWO(2)LAYERS OF ONE(1)INCH GYPSUM COREBOARD TO ACHIEVE A I , ,,,-' 1 I eoWii lD 1V,:ii OFFICE: TI8-204-2765 FAX 718-204-278/8 15.THE CONTRACTOR SHALL REFER TO THE ARCHITERCURAL,MECHANIC AND ELECTRICAL DRAWINGS AND VERIFY THE SIZE AND LOCATION TWO(2)HOUR FIRE RATING. 1 ,,-� r,0 OF ALL OPENINGS,SHEENS,CHASES,CONDUITS,DEPRESSED AREAS, FLOOR FINISHES,FILL.ANCHORS,STONE AND MASONRY DETAILS, 5•WHERE MECHANICAL VENTILATION DUCTS PASS THROUGH WALLS OR FLOORS,THE OPENINGS SHALL BE FIRE STOPPED WITH VERMICLITE I ! tia "��m";ma L 1i;� ffAX� S�s��S� . HANGER, �+�y�►CURBS AND OTHER MISCELLANEOUS ITEMS BEFORE PLACING CONCRETE FLOOR. PLASTER AND WIRE MESH OR F.C.60 GYPSUM BOARD. 1 ( "'""""""""� � "��''Eb?�� E�IA�: Ild1Ca191:I1i01.0011) 16.THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR SAFETY OF ADJECENT STRUCTURES,SAFETY OPERATIONS.THE 6.ALL VENTILATION DUCTS SHALL TERMINATE AT ROOF IN APPROVED TYPE ROOF EXHAUST FANS.SUCH FANS SHALL HAVE CAPACITIES AS I i f.%knV "h�n�g�f CONTRACTOR SHALL COMPLY WILL ALL NYC SAFETY RULES AND REGULATION, INDICATED ON THE DRAWINGS,AND SHALL OPERATE CONTINUOUSLY. 1 i t� "' ---a 17.THE CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 7.UPON COMPLETION OF MECHANICAL VENTILATION SYSTEM,SUCH SYSTEMS SHALL BE TESTED BY OR UNDER THE SUPERVISION OF: ( 1 llmio�ill V4t 18.THE GENERAL CONTRACTORS WILL PROVIDE ALL NECESSARY SAFETY PROTECTION IN ORDER TO PROTECT THE TENANTRS IN THE A LICENSED PROFESSIONAL ENGINEER,QUALIFIED TO CONDUCT SUCH A TEST;OR I - BUILDING,PEDESTRIAN,AND WORKERS DURING THE CONSTRUCTION. B.PERSON HAVING MINIMUM FIVE(5)YEARS EXPERIENCE SUPERVISING INSTALLATION OF SUCH SYSTEMS AND QUALIFIED TO CONDUCT I I t 19.THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR DESIGN AND PERFORM ALL NECESSARY FLASHING AND ALL WATER PROOFING SUCH A TEST.THE TEST SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR VENTILATION AND FUNCTIONING FOR ALL 1 DETAILS&WORK. OPERATING DEVICES.SUCH QUALIFIED TESTER SHALL FILE A CERTIFICATE INDICATING WHETHER TEST SHOWS THAT THE RATE OF I © ALL RIGHTS RESERVED 20.THE GENERAL CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION BETWEEN STRUCURAL DRAWINGS,ARCHITECURAL AIR SUPPLY MEETS REQUIREMENTS OF THE CODE, ( 1 I THIS DRAWING INCLUDING ALL GRAPHIC AND DRAWINGS,ALL TRADES&SUB CONTRACTORS.IT IS GENERAL CONTRACTOR FULL RESPONSIBILITY AND HIS RAISERS,OFFSETS,DUCT 8.OWNER SHALL FILE CERTIFICATE INDICATING THAT THE VENTILATION SYSTEM WILL BE OPERATED AND MAINTAINED IN ACCORDANCE WiTH i I ' WRITTEN MATERIAL CONTAINED HEREIN, SIZE&LOCATIONS,HEATING AND ALL OTHER MECHANICAL COORDINATION AND SIZING.THE GENERAL CONTRACTOR SHALL RETAIN THE THE REQUIREMENTS OF THE CODE. I 1 I PLUf-,,MER CEI:TIFICATIONt CONSTITUTES THE ORIGINAL AND NOT BE COPIED SERVICE OF LICENSED ENGINEER TO PERFORM ALL NECESSART WORK AS PER NYC BUILDING CODE AND FILE ALL NECESSARY 9.PROVIDE A MINIMUM 144 SQ.IN.LOUVER IN DOORS TO ALL ROOMS WITH LESS THAN 18 SQ.FT.OF WINDOW AREA I t I I OIL LEAD CONTC1�T BEFORE WORK OF HCN DESIGN;AND MAY NOT BE COPIED APPLICATIONS, 10.PROVIDE METAL VENTILATORS,GRAVITY TYPE FOR COCKLOFT ROOF AREAS BEHIND EXTERIOR FACE BRICK WALLS.FREE AREA OF 21.THE BUILDING HAS BEEN DESIGNED TO COMPLY WITH NEW YORK BUILDING CODE REQUIREMENTS FOR SEISMIC(EARTHQUAKE)ZONE (INT. VENTILATORS SHALL BE A MINIMUM OF 11300 OF ROOF AREA. I I 1 I R USED WHOLE OR IN PART,FOR ANY PURPOSE CERTIFICATE�?'� C?CCU�'A�'!CY WHATSOEVER WITHOUT WRITTEN PERMISSION. NO.465-B OF OCTOBER 12TH,1994). 1 I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 22.THE SOIL AT THE LEVEL OF FOUNDATION OR FOOTINGS IS DESIGNED TO CARRY 2 TONS PER SQ.FT.SUBJECT TO VERIFICATION BY 11.INTERIOR BATHROOMS SHALL BE MECHANICALLY VENTILATED TO PROVIDE FOUR(4)CHANGES OR AIR PER HOUR.KITCHENETTE AREAS I 1 I >ri ! rr5 * " INSPECTION OF THE SITE AFTER EXCAVATION AND BEFORE FOOTINGS ARE PLACED. SHALL BE MECHANICALLY VENTILATED TO PROVIDE SIX(6)CHANGES OR AIR PER HOUR. I I t u 0�-d U.��-©�• AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD 23.THE DEPARTMENT SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS PRIOR TO FOUNDATION CONSTRUCTION THAT SUBGRADE iS READY 12.ALL ASPECTS OF MECHANICAL VENTILATION SYSTEMS SHALL COMPLY WITH SECTION 37 OF THE M.D.L.AND ALL OTHER APPLICABLE I i ( SUPPLY SYSTEIW.� C�`�T�Si®' ' FIT AND D QUALITY L WORK, NO ALLOWANCES SHALL FOR INSPECTION. SEC.C26-I I l2.5. SECTIONS. I i I EXCEED t 110 OF l fa LEAD* BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY 24.WHEN EXCAVATION ARE 5'-O"GREATER IN DEPTH FROM THE LEVEL OF ADJACENT GROUND,THE SIDES SHALL BE SHORED AS PER SEC. 13.A STATEMENT SHALL BE FILED BY THE OWNER THAT STATES THE MECHANICALLY VENTILATION SYSTEMS WILL BE OPERATED I I I ( ERROR OR NEGLECT ON HIS PART C26-1903.2(A). CONTINUOUSLY AT ALL TIMES DURING THE NORMAL OCCUPANCY OF THE STRUCTURE AS PROVIDED IN THE APPLICABLE SECTIONS OF THE I 1 i 1 25.LINTELS SUPPORTING MASONRY WALLS OVER 4'-0"SHALL BE FiRE PROTECTED WITH MATERIALS HAVING THE REQUIRED FIRE RESISTIVE CODE RATING OF THE WALL SUPPORTED(SEC.C26-502.4). 14.DUCTS SHALL BE SUPPORTED AT EVERY FLOOR AND PER RS 13-1 AND 13-2.ALL JOINTS AND ELBOWS SHALL BE TIGHT FiTTiNG AND I 26.ALL LUMBER TO COMPLY WITH NLMA 1962 AS MODIFIED AND TO BE GRADE MARKED PRIOR TO ARRIVAL ON SITE.(SEC.C26-1006.1 AND SCREWED. ' I I PLUMBING LUM 3 I �G 1006.2)• 15.FIRE RATED ALL DUCTWORK HAVING A CROSS SECTIONAL ARE OF UNDER 2SQFT WITH CONSTRUCTION HAVING A FIRE RESISTANCE RATING ( 1 I ' ALL PLU"J!:3I"IG WASTE 27.MAXIMUM SPANS FOR JOISTS AND RAFTERS TO COMPLY WITH NFPA 1961.(RS 10.13). OF 1 HR PLACED AS CLOSE AS POSSIBLE TO THE DUCT IN LIEU OF A SHAFT PER 3-3.3.1 OF RS 13-1.FILL THE SPACE BETWEEN THE DUCT AND I I I 1 &V ATER LIRA-zS NEED DATE ISSUE No. DESCRIPTION 28.ALL WOOD JOISTS OR WOOD STRUCTURAL FLOORS CLOSER THAN 18"WOOD GIRDERS CLOSER THAN 21"OR SILLS CLOSER THAN 8'TO AN THE FLOOR SOLIDLY WITH INERT COMBUSTIBLE MATERIAL FOR THE FULL DEPTH OF THE Ft.CONSTRUCTION.USE 5/8"SHEET ROCK 1 EXPOSED GROUND SURFACE WITHIN OR WITHOUT THE BUILDING SHALL BE TREATED OR SHALL BE OF AN EQUIVALENT RESISTANT FIRECODE 60 AS THE MATERIAL FOR 1 HR RATED CONSTRUCTION AROUND THE DUCTS. ( I I t TESTING BEFORE COVERING SPECIES(C26-1006.5(b)4). 16.EXACT LOCATIONS OF THE DUCT RUNS SHALL BE COORDINATED WITH THE ARCHITECT IN THE FIELD. 29.THE END OF WOOD BEAMS,JOISTS AND RAFTERS RESTING ON MASONRY OR CONCRETE WALLS SHALL BE FIRECUT TO A LEVEL OF 3"'IN 17.EACH BATHROOM EXHAUST FAN SHALL BE INDIVIDUALLY WIRED TO OPERATE WITH THE BATHROOM LIGHT SNITCH.EACH KITCHENETTE I I I ' THEIR DEPTH(C26.1006.5(A). EXHAUST FAN SHALL BE WIRED AND SWITCHED INDEPENDENTLY. I 30.THE END OF WOOD GIRDERS ENTERING MASONRY OR CONC.WALLS SHALL BE PROVIDED WITH A MIN.'/"AIR SPACE ON TOP, SIDES AND AT 1 I I 1 � THE END UNLESS THE GIRDER IS TREATED OR IS OF AN EQUIV.SPECIES IC26-1006.5(B)61. i I 1 I � ELECTRIv L 31.PROVIDE 1"x 3"BRIDGING FOR EVERY T-O"OF SPAN AND AT SUPPORTS UNLESS NAILED TO A BEAM HEADER ON THE STUDS. I I i t 32.TAIL BEAMS OVER 12"LONG AND ALL HEADERS AND TRIMMER BEAMS OVER V LONG SHALL BE HUND IN METAL HAVING ANCHORS OR THEIR I�1SI`ECTIO�!REQU;t� D EQUIVALENT.C26-1006.E(4)(b). I I I I C 1 33.EXCEPT WHERE SUPPORTED ON A V x 4"RIBBON STRIP AND NAILED TO ADJ.STUD,THE ENDS OF FLOOR JOISTS SHALL HAVE AT LEAST 1 %" I EXISTING OF BEARING ON WOOD OR MTL,NOT LESS THAN A 4"ON MASONRY[C26-1006(4)c]. J' i POOL I i 00 34.JOISTS FRAMING FROM OPPOSITE SIDES AND SUPP.ON A BEAM,GIRDER OR PART.SHALL BE LAPPED AT LEAST 4"FASTENED BUTTED 1 1 END-TO-END AND TIED BY MTL STRAPS OR OTHER APPROVED MANNER,C26.1006(4)(d) I 1 i I N 35.WOOD JOISTS BEARING ON MASONRY WALLS SHALL BE ANCHORED TO THE WALL 6'MAX.ON CENTERS BY MTL ANCHORS 25 SQIIN.CROSS E L ET R i C A L NOTES I I SEC.AND 16"LONG AND BUILT AT LEAST 3'W INTO MASONRY, WHERE JOISTS ARE PARALLEL TO THE WALL,THEY SHALL BE TIED TO THE I I I WALL WITH METAL STRAPS 8'MAX.CENTERS AND ENGAGING 3 JOISTS. ANCHORS SHALL BE IN LINE WITH THE BRIDGING OR BLOCKING RS 1.ALL WORK SHALL CONFORM TO NYC ELECTRICAL CODE&LOCAL REGULATION&SHALL BE PERFORMED BY LICENSED ELECTRICIAN I 1 i 10.1 SEC.9.5. 2.CONTRACTOR SHALL EXAMINE THE EXISTING ELECTRICAL PANEL IF ANY&TEST ALL THE EXISTING CIRCUITS&LIGHTS.CONTRACTOR SHALL 1- ( I I 36.PROVIDE AT LEAST 2'h"OF SOLID MASONRY UNDER JOISTS AND AT LEAST 4"UNDER BEAMS,GIRDERS OR OTHER CONCENTRATED LOADS. INDICATE THE NEW CIRCUIT CONNECTIONS TO EXISTING CIRCUITS. I RS.10.1 SEC.10.6.1 AND 10.6.2.BEARING OF JOISTS OR BEAMS SHALL BE 3"MINIMUM. 3.ANY CONFLICTS WITH THE FIELD CONDITIONS SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION. m ' I i i 37.BEARING PARTITIONS,IF ANY,TO BE OF 4"x 4"STUDS 16"O.C.WITH DOUBLE STUDS AT ENDS OF OPENINGS,BET.Y-6"AND TRIPLE STUDS AT 4,VERIFY WiTH OWNER'S EQUIPMENT FOR THE REQUIRED ELECTRICAL SERVICE. " ` I I ENDS OF OPENING OF GREATER WIDTH WiTH 2"x 4"PLATES AND 2-2"x 4"TOP PLATES.DOUBLE BEAMS AND SOLID BRIDGING SHALL BE 5.ALL CONDUITS SHALL BE CONCEALED IN WALLS OR CEILINGS. I I SHEETROCK,FIRECODE 60 BOTH SIDES OF BEARING PARTITIONS. i I I 38.SUSPENDED CEILINGS SHALL HAVE HANGERS AND SUPPORTING GRIDS OF NON-COMBUSTIBLE MAT.C26-504.12, m 1 I 1 SMOKE DETECTOR NOTES �i E 39.INTERIOR FINISHES TO COMPLY WITH SEC.C26-504.10 AND TABLE 5-4. �' i I •" - I 40.ALL WOOD STUD PART.AND rU'RREOOVT,"^s_LO•c4 BE FIN.WITH 5/8"SHEETROCK UNLESS OTHERWISE NOTED. 1.ALL APARTMENTS SHALL BE PROVIDED WITH SMOKE DETECTORS AS PER LOCAL LAW 62181. - i i I 41,FIRECODE KITCHENETTE PARTITIONS AND CEILINGS:FIRE RETARD CEILING OF KIT:ME:"E:T'ES WITH&,a,SHEETROCK FIRECODE', ONE 2,ALL HANDICAPPED ADAPTABLE APARTMENTS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE TYPE SMOKE DETECTORS.REFER TO NOTE ' HOUR RATED CAL#217.65 SM.PARTITIONS ENCLOSING KITCHENETTES TO BE CONST.OF 2"x 4"16"O.C.WOOD STUDS COVERED BOTH SIDES #17 UNDER LOCAL LAW 58187 NOTES. ' I EXISTING' ' WITH 5/8"SHEETROCK FIRECODE"C"ONE HOUR RATED BSA 171.52 SM, 3.ALL SMOKE DETECTORS TO BE IONIZATION TYPE AS PER NEW YORK CITY BUILDING CODE. I i _. `_- -- - GARAGE 1 42.ALL ELECTRICAL WIRING TO COMPLY WITH THE NEW YORK CITY ELECTRICAL CODE. A.ALL SMOKE DETECTORS SHALL BE HARD WIRED AND MAY BE WALL OR CEILING MOUNTED AS PER N.F.P.A.#74-1980 AND LOCAL LAW 62/8t. 43.PAINTING OF STRUCTURAL STEEL SHALL BE REQ.AS PROVIDED BY MOD.SEC.1.24 OF REFERENCE STANDARD 10.5 ENTITLED A.LS.C,1963 I I I I I FROM THE � , I 1 5.EACH DWEELiNG UNiT SHALL BE EQUIPED WITH AN APPROVED TYPE SMOKE DETECTOR DEVICE RECEIVING PRIMARY POWERI IF,7 ,:;,,i;"�I I� '� i; I'!I !'''III d �i •' �� IJi ! I SPEC.FOR THE DESIGN FABRIC.AND ERECTION OF STRUCTURAL STEEL FOR BUILDING. BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT,AS PER SEC. I,�(I II �I, I1 !.�„ ,! _; I,; �, �I� ,) 11 1 44.ALL STRUCTURAL STEEL DESIGNED FOR A UNIT STRESS OF 22,000 PSI(A-36)STEEL. C27-981. i PROVISIONS OF THE STEEL CERTIFYING THAT AT MEETS ALL APPLICABLE IL AN AFFIDAVIT OF THE PRODUCER OF -_, ' ;.`�. .1, '" ,;, 45.FABRICATOR 70 FILE 8.SMOKE DETECTORS MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTO-ELETRIC DETECTOR TYPE,AS PER SEC.C27 981(New I i t BUILDING CODE. Code)(Sub Division"B"and R.S.17-11 and R.S.17-12). 46.WHERE REQUIRED,PROVIDE GOVERNMENT ANCHORS AND STANDARD BEARING PLATES(UNLESS OTHERWISE NOTED OR SHOWN)TO BE 7 ALL SMOKE DETECTORS MUST BE INSTALLED WHiTIN 15'-O"OF THE ENTRANCE OF ANY SLEEPING ROOM,WALL OR CEILING AS INDICATED ON PROVIDED FOR ALL STEEL REATING ON MASONRY WALL. PLAN,AS PER N.F.P.A.#74/1980 - .. I 1 47.ALL COLUMNS AND BEAMS TO BE BRACED DURING ERECTION. 8.A CERTIFICATE OF SATISFACTORY INSTALLATION FOR SMOKE DETECTORS MUST BE FILED WITH THE DIVISION OR CODE ENFORCEMENT, I , ` .. . i I 48.ALL WELDING TO BE P£RF.BY LICENSED WELDERS AND TO MEET THE REQ.OF A.W.S.AND THE NEW YORK CITY BUiLD.CODE N.P.D.,(TEN DAYS AFTER INSTALLATION). = , h , ' I 1 49.ALL NOOSE LINTELS TO BE 1'-O"LONGER THAN MASONRY OPENING. 3 M.E.A.37-94-E,ADA APPROVED-AUDIO&VISUAL UNIT-"BRK Elect."Mod 100S(REQ.IN ALL MULTIPLE FAM.DWEL) ' - "" "' i 1 50.ALL COMBUSTIBLE MATERIAL IMMEDIATELY UNDERNEATH OR WITHIN 1=0'OF ANY COOKING APPARATUS SALL BE FIRE RETARDED WITH TWO 14 IN ALL OCCUPANCY GROUPS-APPROVED AND OPERATIONAL DEVICES REQUIRED IN MECHANICAL ROOMS,ELETRICAL SWITCH GEAR • KING SURFACE SHALL i M LAYERS 5/8"SHEETROCK F.C.C.OR 311E ASBESTOS AND 26 GA.METAL.2 0 CLEAR SPACE ABOVE ANY EXPOSED COO ROOMS,ELETRIC AND TELEPHONE CLOSETS OVER 75 SQUARE FEET (section 27-979(b)]. _ 111 1 I , BE PROVIDED. LUNG UNITS UNLESS OTHERWSE NOTED. 11.ALL SMOKE DEFECTOR DEVICES REQUIRED TO BE PROVIDED AND INSTALLED EITHER BE ACCEPTED PURSUANT OT RULES AND - EXI TIN • ' 1 t SEAL&SIGNATURE: 51.4"CONCRETE CURB TO BE SET UNDER ALL GRADE DOOR OPENINGS BETWEEN GARAGE AND DINE T REGULATIONS PROMULGATED BY THE COMMISSIONER.APROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A E 52.PROVIDE DOUBLE WOOD BEAMS UNDER ALL PARTITIONS WHICH RUN PARALLEL TO FLOOR JOISTS SUPPORTING THOSE PARTITIONS. NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONSOR PRODUCTION OF LISTED EQUIPMENT - TORY' I 11 1 T ROOMS TOILETS AND WATER CLOSET COMPARTMENTS TO HAVE CERAMIC TILE FLOORS AND 6:"SANITARY BASE OVER AN APPROVED I , _ .._ __. ... 53.BAH AND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS.NO DEVICE SHALL BE DEEMED TO BE IN ,', .u- ,',, i I 0 TO COMPLY WITH H.M.C.ART.3 TILE TUB ENCLOSURE TO 6'-0"HIGH. I , .,, 1 ,, - - DEAFENING FINISH OF BATHROOMS AND LAVATORYT COMPLIANCE UNLESS IT IS EITHER THE IONIZATION CHAMBER OR PHOTO ELECTRIC TYPE SUCH DEVICES SHALL BE IN COMPLAlNCE WITH 1 - 0 SE.,.. ` MORE THAN 60 DEGREES ARE TO BE AS EXTERIOR WALLS,REFER TO DETAILS. 54.MANSARDSTHE REQUIREMENTS OF PREFERENCE STANDARD RS 17-1. _.. ... 55.REQUIRED SOURCES OF NATURAL LIGHT SHALL HAVE AN AGGREGATE TRANSMITTING AREA OF AT LEAST 109E OF THE FLOOR AREA OF HE t..., - �' . SERVED ONLY THAT AREA OF THE LIGHT SOURCE ABOVE 30 IN.FROM THE FINISHED FLOOR MAYBE CONSIDERED AS 1.. ," ROOM OR A t PROVIDING THE NATURAL LIGHT REQUIRED IN ANY SPACE AS PER SEC.C26.1202.3. CARBON MONOXIDE DETECTOR N 1 I I ._. t ,{ e,�1 , 56.BRIDGING-1 1/4"X 3"SPRUCE BRIDGING.MAXIMUM SPACING 8'-O"O/C OR EQUIVALENT METAL BRACING. 1 57.CLEARANCE-ALL WOOD FRAMING(STRUCTURAL)TO BE 1"CLEAR OF GAS VENTS OR 4"CLEAR OF BRICK CHIMNEY. e `�� Y� . I~ !<< f 1.EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON MONOXIDE DETECTOR DEVICE RECEIVING PRIMARY POWER 1 I I -x:-. .. r 58.FRAMING-CORNER POST MINIMUM(3)2"X4".PROVIDE DIAGONAL BRACING FOR ALL TWO STORY FRAME DWELLINGS.MINIMUM 1'X6'TO BE FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT 1 _________________________ LAID AT A 40-60 DEGREE ANGLE,DIAGONAL BRACING WILL OCCUR AT EACH TIER OF FRAMING AND EACH SIDE OF CORNERS. - I AS PER SEC.C26.1075.3. 1 -------------------------------- -----� t. ,- s 59.DOUBLE BEAMS AND SOLID BRIDGING SHALL BE USED UNDER BEARING PARTITIONS. 2.ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15'-O"OF THE ENTRANCE TO ANY SLEEPING ROOM,WALL OR CEILING 60.SHEATING-COVER ALL SHEATING FOR EXTERIOR WALLS AND ROOF WITH 15 LB.FELT WITH A MINIMUM OF 4" LAP.SHEATING SHALL COVER I Z ',~. 3 AND BE WELL SPIKED INTO FOUNDATION SiLL.ROOF SHEATING TO BE 318"PLYWOOD.WALL SHEATING TO BE EITHER 5/8"WATER RESISTANT MOUNTED AND INDICATED EDT PLAN. I 3.ALL CARBON MONOXIDE DETECTORS MUST BE INSTALLED WITHIN 15'0 OF THE ENTRANCE TO ANY SLEEPING ROOM,WALL OR CEILING N 1 �' SHEETROCK IS TO BE USED.REFER TO DETAIL SHEET FOR ASSEMBLY. I `�.« .`f '',r MOUNTED AND INDICATED ON PLAN AS PER N.F.P.A #74 1980;AND AS PER N.Y.C.B.C.TO COMPLY WITH RS 17-13 AND 27-14 I rn �' 61,INTERIOR WALL AND CEILINGS UNLESS OTHERWISE NOTED,TO BE FINISHED WITH 3/8"SHEETROCK,LAID UP AS PER MANUFACTURER'S 4.A CERTIFICATE OF SATISFACTORY INSTALLATION FOR CARBON MONOXIDE DETECTORS MUST BE FILED WITH THE DIVISION OF CODE rn SPECIFICATIONS.ALL WALLS FACING BATHROOMS,TOILETS,AND WATER CLOSET COMPARTMENTS TO BE FINISHED WITH WATER ( ' ~+ n4[` :.,� ENFORCEMENT,H.P.O.10 DAYS AFTER INSTALLATION. 1 RESISTANT SHEETROCK FROM FLOOR TO CEILING. I - m 1 62.BEARING PARTITIONS ARE TO BE CONSTRUCTED AS PER SEC.C26.1006.BEARING PARTITIONS ARE TO BE CONSTRUCTED OF 2'X4"WOOD STONE DRIVEWAY rn I STUDS 18"O/C WITH DOUBLE TOP PLATES OF 2"X4".PROVIDE DOUBLE STUDS AT ENDS OF OPENINGS BETWEEN 3'•6`TO 6'-T AND TRIPLE PLUMB 1 N G & H V A C NOTES i _< I -DC 1 STUDS AT ENDS OF OPENINGS OF GREATER WIDTH. 63.ALL LUMBER TO BE GRADE MARKED.LUMBER TO BE PROVIDED AS SPECIFIED ON PLANS.PLYWOOD SHALL BEAR IDENTIFICATION AS TO 1.ALL WORK SHALL CONFORM TO NATIONAL PLUMBING CODE AND NYC BUILDING CODE AND SHALL BE PERFORMED BY LICENSED PLUMBER I I W PROJECT TILE GRADE,TYPE,SPECIES,OR IDENTIFICATION INDEX. AND LICENSED HVAC INSTALLER. 64.TWO 2"X4"FRAMING SILLS OVER FOUNDATION WALLS TO BE ANCHORED TO FOUNDATION WITH 1/2"DIAMETER x 16'LONG BOLTS V-0'O/C 2.CONTRACTOR SHALL EXAMINE THE EXISTING CONDITIONS AND INVESTIGATE THE EXACT LOCATIONS OF ALL PIPING AND DUCTWORK. Cj ALL WOOD SHALL BE CLEAR OF GROUND AS FOLLOWS:JOIST 18",GIRDERS 12",SILLS 8",SIDING 6'. CONTRACTOR SHALL INDICATE LOCATIONS OF THE NEW WORK CONNECTING TO EXISTING I 1 �4/ 65.LATERAL BRACING 2'X6'NAILING PLATE TO BE EACH COLUMN(i.c.)O FLANGE F STELL BEAM WITH FOURO(4)�2'0 BOLTS.ANCHOR EACH LH TOP FLANGE OF STEEL R.COI.AT BASE TOM WITH 1/2"O TCONCR TIE FOOTING WITH 3.ALL 4.VERIFY FLICTS WITHHE OWNER'SITH THE IELD EQUIPMENTIONS SHOULD BE BROUGHT TO FFOR THE REQUIRED ELECTRICAL SERiViCE.S ATTENTION I RESIDENCE # cn RESIDENCE 5.ALL CONDUITS SHALL BE CONCEALED IN WALLS,FLOORS OR CEILING. FOUR(4)1/2"RAJ 16"LG.ANCHOR BOLTS. ( 1 1 66.MORTAR TO COMPLY WITH ASTM C270 AND TO TABLE F.S 10.1.2. 6,AIR BALANCE SHALL BE PERFORMED AFTER THE COMPLETION OF DUCTWORK 365 C H A B L i'S PATH 365 C HA B L I S PATH 67.BONDING O COMPLY WITH RS.10,SECTION 7. 7,ARRANGE THE TESTING AND APPROVAL OF PIPING WORK WITH LOCAL AUTHORITIES i 1 68,WOOD JOISTS BEARING ON WALLS SHALL BE ANCHORED TO THE WALL 6 FT.MAX.ON CENTERS BY METAL ANCHORS.25 SQ,IN.AND 16- 8.PATCH THE FLOORS,WALLS AND CEILING TO THE STANDARDS OF BUILDING CHARD 0 N N A Y W 0 0 D S I s C HAR DO N NAY WOOD S LONG,AND BUILT AT LEAST 3 112"INTO THE MASONRY,RSAO,SECTION 9.5. 9.ALL PENETRATIONS THROUGH FLOORS,WALLS AND CEILING SHALL BE AIRTIGHT.DUCT WORK THROUGH FIRE RATED PARTITIONS SHOULD 69.WHERE JOIST ARE PARALLEL TO THE WALL,THEY SHALL BE TIED TO THE WAIL WITH METAL STRAPS B Fr.MAX.aG AND ENGAGING AT HAVE LE EDUMPERS. --``_`__---- -_-- N 0 R T H S 0 U T H 0 L D N Y I �� NORTH S O U TH O L D, NY LEAST 3 JOISTS.ANCHORS SHALL BE IN LINE WITH THE BRIDGING OR BLOCKING AS PER RS.10,SEC.9.5. 1,COMPLETE PLUMBING SYSTEM AND DRAINAGE SYSTEM INSTALLATION SHALL COMPLY WITH SUBCHAPTER 16&RS 16-1. � � 70.PROVIDE AT LEAST 2 1/4"OF SOLID MASONRY UNDER JOISTS AND AT LEAST 4"UNDER BEAMS.BEARING SHALL BE 3"MiN.AS PER RSIO,SEC. 2.PROVIDE CLEAN OUTS AT BASE OF ALL STACKS. __ _ _ 10.6. 3.PROVIDE SHUT OFF VALVES ON ALL WATER SUPPLY LINES AT FIXTURES. 71.VENEER OF UNIT MASONRY SHALL BE ATTACHED DIRECTLY TO WOOD STUDS WITH A7 LEAST ONE 22 GA.CORROSION RESISTANT 4.PURGE ALL WATER AND GAS LINES BEFORE FINAL CONNECTIONS. p CORRUGATED 7/8 WIDE STEEL TIE FOR EACH 31/2"SQ.FT.OF WALL AREA AS PER RS.10.1,SEC.11.2.1. 5.PROVIDE AIR CHAMBERS AT OP OF WATER RISERS MINIMUM 18"HIGH 12X DIA. 156 '-$" 72.ALL MASONRY UNITS TO CONFORM TO RS.10.1 SEC.3.2. 6.STANDARD WEIGHT BLACK STEEL PIPE FOR GAS SYSTEM WITH GALVANIZED STEEL FITTINGS 73.ALL STEEL DESIGNED FOR A MIN.22,000 P.S.I.,UNLESS NOTED OTHERWISE ON PLANS,ALL STEEL TO CONFORM TO SEC.C26.1005 AND 7.FLOOR DRAINS SHALL BE PROVIDED WITH REMOVABLE STRAINER AS PER RS 16. C H A B L i'S PATH RSA O.S.INSPECTION OF METHODS OF CONSTRUCTION AS PER TABLE 10.2-C26.1000.7. 8.TRAPS FOR FLOOR DRAINS SHALL BE DEEP SEAL TYPE, 74.STAIRS TO HAVE A MAXIMUM RISER HEIGHT OF 8 1/4";TREAD TO BE A MINIMUM OF 9"PLUS 1 114"NOSING.THE SUM OF TWO RISERS PLUS 9.APPROVED TYPE WATER METER TO BE INSTALLED TO CONFORM WiTH LEGISLATION SIGNED INTO LAW ON JULY 31,1985. TREAD(EXCLUSIVE OF NOSING)SHALL BE NOT LESS THAN 24"NOR MORE THAN 25 1/2".HAND RAIL 30"TO 34"ABOVE RAKE.STEEL STAIRS AS 10.ALL PIPING INSTALLED TO SERVICE BUILDING AND WITHIN BUILDING SHALL BE THERMALLY INSULATED AS PER NEW YORK STATE ENERGY PER C26.604.8 AND TABLE 6.4.HEADROOM OF STAIR TO BE MIN.OF 6'-8"AS PER SEC.C26,604.8. CONSERVATION CONSTRUCTION CODE. 75.THE ENDS OF WOOD BEAMS,JOISTS AND RAFTERS RESTING ON MASONRY OR CONCRETE WALLS SHALL BE FIRECUT TO A BEVEL OF 3"IN 11.WATER METERS LOCATED OUTSIDE OF THE BUILDING AND WITHIN THE PROPERTY LINE,SHALL BE INSTALLED IN AN ACCESSIBLE, SITE PLAN, THEIR DEPTH.C26.1006.5(a). WATERTIGHT AND FROST PROOF PIT OR METER BOX AS PER SEC.P107.3(8). 76.PARAPET WALLS TO COMPLY WITH SEC.C26.503.3 AND C26.503.4. 12.PLUMBING STACK VENT TO BE MiN 4"DIA.XHCI AND TO EXTEND T-0"MINIMUM ABOVE FINISHED ROOF. 77.ROOFS HAVING A SLOPE OF MORE THAN 60 DEGREES 70 THE HORIZONTAL SHALL BE CONSTRUCTED OF MATERIAL HAVING THE SAME FIRE 13.INSTALLATION OF WATER SUPPLY SERVICE LINES SHALL COMPLY WITH SEC.P107.2. GENERAL NOTES RESISTANCE RATING AS REQUIRED FOR AN EXTERIOR WALL OF THE BUILDING OF WHICH IT IS A PART.WHEN THE SLOPE IS 60 DEGREES OR 14 SEPARATION OF WATER SUPPLY SERVICE AND BUILDING SEWER SHALL COMPLY WITH SEC.P107.2(B)(6). LESS TO THE HORIZONTAL THE SLOPING ROOF SHALL BE CONSTRUCTED AS REQUIRED FOR THE ROOF OF THE BUILDING.THE BACK OF A 15.PROTECTIVE COVER FOR SERVICE PIPE SHALL COMPLY OATH SEC.P1072(B)(6). S!TE PLAN FALSE MANSARD,WHEN EXPOSED TO THE OUTDOORS SHALL BE RECOVERED WITH NON-COMBUSTIBLE MATERIAL OR WITH ROOF 16.WATER METER LOCATION SHALL BE SUBJECT TO APPROVAL BYTHE DEPARTMENT OF WATER SUPPLY,GAS AND ELECTRICITY,AND SHALL COVERINGS AS REQUIRED FOR THE ROOF OF THE BUILDING AS PER SEC.C26.508. COMPLY WITH SEC.P107.3(B). 78.APPROVED TYPE IRON JOIST HANGERS TO BE USED WHEREVER WOOD MEMBERS FRAME INTO ONE ANOTHER.TECO CONNECTORS B.S.A. 17.PRIOR TO THE INSTALLATION OF HOUSE DRAIN,PLUMBING CONTRACTOR SHALL CHECK AND VERIFY DEPTH OF SEWWERISEWERS IN STREET, SCALE : 1/16" : 1 -®`� CAL.No.325.66 S.M.(A.I,A.FILE 19b OR 14I)MAY BE USED. TO ASCERTAIN THE COMPLIANCE OF PROVIDING THE MINIMUM REQUIRED PITCH OF HOUSE SEWER,AS PER BUILDING CODE • 79.PARTITIONS BETWEEN APARTMENTS ARE TO BE FIRE RETARDED ON BOTH SIDES WITH 5/8"SHEETROCK FIRE CODE 60.THESE PARTITIONS REQUIREMENTS. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY PRIOR TO START OF ANY WORK TO BE FIRESTOPPED BETWEEN FLOOR BEAMS WITH SOLID WOOD BLOCKING. IB.ROOFGUTTERS INSTALLED AS PER RS 16-19. DATE: 11/21/201� 80.WHERE NON-COMBUSTIBLE PIPES AND CONDUITS PASS THROUGH RATED CONSTRUCTION,THE NET AREA OF SUCH OPENINGS MAY NOT 19.PLUMBING CONTRACTOR SHALL VERIFY ALL INVERTS AND EXIST CONDITIONS PRIOR TO THE INSTALLATION OF NEW WORK EXCEED 25 SO.IN.IN ANY 10O SQ.FT.OF WALL OR FLOOR AREA.THE SPACE BETWEEN THE PIPE AND ITS SLEEVE OR OPENING MAY NOT 20.ALL HOT AND COLD WATER LINES TO BE INSULATED WITH FIBERGLASS-FOIL BACKED INSULATION JACKETS. PROJECT NO,. EXCEED 1/2"AND WILL BE PACKED WITH NON-COMBUSTIBLE MATERIAL SUCH AS ROPE ASBESTOS,MINERAL WOOL,OR FIBERGLASS AS PER 21.WASHING MACHINES TO BE PROVIDED WiTH VACUUM BREAKERS. ALL WASHING MACHINES SHALL BE M.E.A.APPROVED TYPE,VACUUM SE.C26.504.5 AND ACCEPTED BY BUILDING DEPARTMENT COMMISSIONER. BREAKER BY SINGER CORP.,M.EA.39"7E. DRAWING BY: G.M 81. FIRESTOPPtNG TO BE PROVIDED AS PER SEC.C26.504.7.REFER TO FIRESTOPPING DETAIL SHEET.WRITTEN NOTICE TO BE GIVEN AIE 22.LAUNDRY ROOM/BOILER ROOM FLOOR DRAINS,TRAPS FOR FLOOR DRAINS,SHALL BE DEEP SEAL TYPE, RESPONSIBLE FOR CONTROLLED INSPECTION FOR FIRESTOPPING 72 HOURS PRIOR TO INSTALLATION OF ANY SIHEETROCK AND ANY 23 PLUMBING FIXTURES TO COMPLY NTH NATIONAL STANDARD OF REFERENCE STANDARDS RS-16 SCOPE OF WORK: KITCHEN / INTERIOR RENOVATION CHK o HARRIET N. FINISHED WALL. 24,ALL NEW WATER CLOSETS AND ASSOCIATED FLUSH VALVES INSTALLED SHALL MEET WATER SAVING 1.6 GALLON TYPE AND LABELED AS DGW , SUCH. 25.DRY WELLS TO BE INSTALLED AT LOCATION SHOWN ON SD 1.2 APPLICATION FILED WITH THE NYC DEPARTMENT OF ENVIRONMENTAL mmool moo PROTECTION. CAD FILE No: HCN ARCHITECTS ARCHITECTS & PLANNERS HCN DESIGN & CONSULTING SERVICES INC. ' I- _--_-_-_-_-_-------� AREA OF WORK I �— / AREA OF WORK / \ ' HARRIET CALOS NIKAKIS, R.A. 36 —03 DITMARS BLVD. \ LIC, NY 11105 1 n---------------------- / __ ---------_--- ____ OFFICE: 718-204-2765 FAX: 718-204-276/8 ;; STEPS TO BE REMOVED 11 f I � ---------------------a' I I `� ! I EFA : 516-908-7$92 1 1 ___-- i1 ! =------------------------------------------------------------------------- ------1 1' - - - --_ _ _._. s' - hcnconsulting@ool.com f UP ------------- — �----------------------- WEBSITE: www.hcndesign.com WITHWINDOW D.W e ° 1 j f i f i I I I RELOCATED SINK I m ALL RIGHTS RESERVED NEW 1 i ° REPLACE ® THIS DRAWING INCLUDING ALL GRAPHIC AND BAR NON-BEARING WALL I I SINK STOVE I WRITTEN MATERIAL CONTAINED HEREIN, ! 1 TO BE REMOVED ___ f1 O ����__=_ _===r_______ CONSTITUTES THE ORIGINAL AND UNPUBLISHED i I 1 G-== I I WORK OF HCN DESIGN;AND MAY NOT BE COPIED ff Ir— _�� 14'-4" 14'-4" 1 f 1 LL—�J WHATSOEVER WITHOUT WRITTENPERMISSION RENOVATED o O R USED WHOLE OR IN PART,FOR ANY PURPOSE i 1 EXISTING SToI KITCHEN •i — . CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS f f KITCHEN TO BE ROTAT C11 DINING ROOM I' AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD — — — — — — — 1 `i 1 I DINING ROOM FITAND QUALITY OF WORK. NO ALLOWANCES SHALL I ! i N i BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY !, ERROR OR NEGLECT ON HIS PART I { 1 i 1 i i ! i-- --------i EXIST. ISLAND ------ REF. DATE ISSUE No. DESCRIPTION i 1 1 I 1 f I F --------------------- REF. 1 I ! ! 4ED ------ EXHAUST------ VENT. _ PANTRYPANTI---------- RELOCDRYER1 I i I RELOCATED 1 I AREA 1 { WASHER 1 OF j 1 I f t WORK CLOSET EXIST. 1 f I CLOSET i f RELOC ED , I i { SINK i U 1 NEW RAISED STONE HEARTH I DN i L'P LD� UP LAUNDRY AREA PRE-FAB FIRE PLACE J I 1 f i f i LIVING ROOM FOYER , LIVING ROOM FOYER ' OPEN ELLAR ' I 1 UP a P ! f { f 1 1 1 i 1 1 1 ' i • f1 � ' 1 1 1 1 ! CLOSET 18'-4" 7'-4" CLOSET { 1 DCLOSET SEAL&SIGNATURE: . \ CLOSET 1 -----------' I i ------ -------------- NON-BEARING WALL L---------------° { { TO BE OPENED 1 f BATHROOM BATHROOM. 1 .%� BATHR A, . 1 1 1 •— — — — — — — ` 1 ' 1 ' I BATHROOM ! � i 1 ! AREA OF WORK � "// f,./�/�}r-~ GAf -'' CLOSET -. . "; �r: 'r y.r i i . . f ' CLOSET L, � • �•�� \,'�`� ~" I f4._4" ^ ` 14'-4. i ! 1 BEDROOM 1 i 1 cq o f N I c x PROJECT TILE 1 f i BEDROOM � N l i f f i a � a � � RESIDENCE i 365 CHABLI'S PATH f f I CHARDONNAY WOODS CLOSET-`= EXIST.i NORTH SOUTHOLD NY I 1 i E CLOSETI 1 1 ------ I I IL --------------------------------------------------------- PROPOSED CELLAR EXISTING /DEMO E�CISTING/DEMO FIRST FLOOR PLAN FIRST FLOOR PLAN PROPOSED CELLAR PLAN ---- 3 PROPOSED FIRST FLOOR PLAN PROPOSED FIRST FLOOR 1 SCALE :3l16" : 1'-0" � SCALE :3l16" : 1'-0" — DATE: 11/21/2017 PROJECT No.: DRAWING BY: G.M CHK BY: HARRIET N. DGW No.: UA A=002m 'pr CAD FILE No: HCN ARCHITECTS ARCHITECTS & PLANNERS HCN DESIGN & CONSULTING SERVICES INC. HARRIET CALOS NIKAKIS, R.A. P� �2 36 —03 DITMARS BLVD. LIC, NY 11105 ————_ — ——————————— OFFICE: 718-204-2765 FAX: 718-204-276/8 3" VENT THRU ROOF n VENT THRU ROOF F� ------------------�J ------- -------------—�,-1 ---------------------------- ROOF EFAX: 516-908-7892 ROOF I ' EMAIL: hcnconsulting@ool.com 1 ?Iy L; _ WEBSITE: www.hcndesign.com M EXISTING BATHROOM , i `► EXISTING BATHROOM r,. © ALL RIGHTS RESERVED I rr•+I 1 + + 1~ 1\``+ , THIS DRAWING INCLUDING ALL GRAPHIC AND 1 WRITTEN MATERIAL CONTAINED HEREIN, N+ �, '-1 , + CN CONSTITUTES THE ORIGINAL AND UNPUBLISHED 1 , ,LAV 1 , 1 1 LAV + WORK OF HCN DESIGN;AND MAY NOT BE COPIED TOILET + 1 TOILET OR USED WHOLE OR IN PART,FOR ANY PURPOSE 1 1 1/2. TUB + WHATSOEVER WITHOUT WRITTEN PERMISSION. 1 --------------------------- TUB SHOWER 1 1/2' ——_——_—_ CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS _—_-_- __ _ __� _____________________- __ _ _ _____ ------------- SECOND AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD SECOND 4" 2 z 1 2• 4' FITAND QUALITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY + ,�®rrr� ia�prrrrrr�rrlrr�rrlrra�� ERROR OR NEGLECT ON HIS PART ��., ♦ wit i 1 1= EXISTING BATHROOM *' EXISTING POWDER ROOM RENOVATED KITCHEN 2x4 WOOD STUDS DATE ISSUE No. DESCRIPTION ��•'r� � i ��``�.,,, � i i �^ � Jr. N �� + �' iv, - NEW ' RELOCATED - @ 16"O.C. BAR i;' KITCHEN„ AREA OF WORK 5/8"TYPE'X' 1 i +'� - SINK +'� SINK^ r-1 LAV � + ' , ++�+ EXISTING GYP. BOARD TOILET + RELOCATED BOTH SIDES. ~ @ BATHRM S DES OPTIONAL 1 TUB ; , _——————— 21/2"GLASS FIBER BATTS 11/2 + 11/2' 2' + 2' t10 -------------------- -- -------- ---- - -- -- ---- ---------�L--_ ----- ------- ----------- FIRST FIRST 4' 4 2 4. ���errri rrrrrrrrrrrrrrrrrrrrra��� ♦��®I�r rrrrrrrrrrrrrrrrr���� rd ., N -4" RELOCATED NEW SINK NEW NEW AREA OF WORK DRYER WASHER It A - 2' Qtl ------------------•- -- ------------------------------------------------ ------- -------------- CELLAR CELLAR 4' - TO SEPTIC in TANK 4'ijmlll goes 111112112111 lm*#N Partition NEW PLUMBING R{SER DIAGRAM 2 GAS RISER DIAGRAM _ SCALE : N/S N-FIRE RATING: 1 HR BEARING NOW BEARING SCALE : N/S � KEY NOTES SEAL& SIGNATURE: 1. CONTRACTOR SHALL REMOVE CAREFULLY INTERIOR PARTITION WALL TO CEILING 2. CONTRACTOR SHALL REMOVE EXISTING DOOR AND FRAMES 3. CONTRACTOR SHALL REMOVE AND RELOCATED EXISTING SLIDING DOOR. 4. CONTRACTOR SHALL CREATE A NEW OPENING DOOR. TOP ' ` 5. CONTRACTOR SHALL CAREFULLY REMOVE EXIS77MG PIPES AT EXISTING LAUDRY AND KITCHEN 6. CONTRACTOR SHALL RELOCATE EXISTING DOUBLE DOOR { 2 1/2"25GA. METAL STUDS 6"O/C 7. ADJUST HEADER AS NEEDED 1 @ PROJECT TILE 8. REMOVE BASEBOARD AND RELOCATE 9. REMOVE HEADER (2) 112"TYPE'X'GYP.BD.JOINTS RESIDENCE 10. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING SURFACES DAMAGED (2) 1/2"TYPE'X'GYP. STAGGERED 365 CHABLI'S PATH DUE TO REMOVALS BD.JOINTS STAGGERED PLANCHARDONNAY WOODS 11. CONTRACTOR SHALL REMOVE CAREFULLY EXISTING STAIRS NORTH SOUTHOLD, NY WOOD BASE FLEXIBLE SEALANT TYP. EACH SIDE BOTTOM REMOVAL OF MATERIALS 4=;01 PLUMBING RISER DIAGRAM 1. COMBUSTIBLE WASTE MATERIAL OR COMBUSTIBLE DEBRIS SHALL NOT BE PERMITTED TO ACCUMULATE, AND SHALL BE REMOVED FROM THE SITE AT REASONABLE INTERVALS, IN ACCORDANCE Wl'TH THE REQUIREMENTS OF THE Partition FIRE DEPARTMENT. 2. NO MATERIAL SHALL BE DROPPED OR THROWN OUTSIDE THE EXTERIOR FIRE RATING: 2 HOURS WALLS OF A PROPERTY. DATE: 11/21/20IJ J. PRECAU77ONS SHALL BE TAKEN TO PREVENT CONCRETE OR MORTAR PROJECT No.: WASHINGS, SAND, GRIT, OR ANY OTHER MATERIAL THAT WOULD CAUSE DRAWING BY: G.M CLOGGING FROM ENTERING A SEWER OR DRAIN. CHK BY: HARRIET N. DGW No.: 0 3 w 0%J)" CAD FILE No: ELETRICAL NOTES 1.ALL WORK SHALL CONFORM TO NYC ELECTRICAL CODE&LOCAL REGULATION&SHALL BE PERFORMED BY LICENSED ELECTRICIAN 2.CONTRACTOR SHALL EXAMINE THE EXISTING ELECTRICAL PANEL IF ANY&TEST ALL THE EXISTING CIRCUITS&LIGHTS.CONTRACTOR SHALL INDICATE THE NEW CIRCUIT CONNECTIONS TO EXISTING CIRCUITS. 3.ANY CONFLICTS WITH THE FIELD CONDITIONS SHOULD BE BROUGHT TO THE ARCHITECTS ATTENTION. HCN 4.VERIFY WITH OWNER'S EQUIPMENT FOR THE REQUIRED ELECTRICAL SERVICE. 5.ALL CONDUITS SHALL BE CONCEALED IN WALLS OR CEILINGS. PLUMBING & HVA'C NOTES I /""- � � ARCHITECTS 1.ALL WORK SHALL CONFORM TO NATIONAL PLUMBING CODE AND NYC BUILDING CODE AND SHALL BE PERFORMED BY LICENSED PLUMBER " AND LICENSED HVAC INSTALLER. 2.CONTRACTOR SHALL EXAMINE THE EXISTING CONDITIONS AND INVESTIGATE THE EXACT LOCATIONS OF ALL PIPING AND DUCTWORK. CONTRACTOR SHALL INDICATE LOCATIONS OF THE NEW WORK CONNECTING TO EXISTING 3.ALL CONFLICTS WITH THE FIELD CONDITIONS SHOULD BE BROUGHT TO ARCHITECTS ATTENTION 4.VERIFY WITH THE OWNER'S EQUIPMENT FOR THE REQUIRED ELECTRICAL SERVICE. " 5.ALL CONDUITS SHALL BE CONCEALED IN WALLS,FLOORS OR CEILING. ARCHITECTS & PLANNERS 6.AIR BALANCE SHALL BE PERFORMED AFTER THE COMPLETION OF DUCTWORK. 7.ARRANGE THE TESTING AND APPROVAL OF PIPING WORK WITH LOCAL AUTHORITIES 8.PATCH THE FLOORS,WALLS AND CEILING TO THE STANDARDS OF BUILDING 9.ALL PENETRATIONS THROUGH FLOORS,WALLS AND CEILING SHALL BE AIRTIGHT.DUCT WORK THROUGH FIRE RATED PARTITIONS SHOULD Lm 1 HCN DESIGN & HAVE FIRE DUMPERS. 1.COMPLETE PLUMBING SYSTEM AND DRAINAGE SYSTEM INSTALLATION SHALL COMPLY WITH SUBCHAPTER 16&RS 16-1. O ( CONSULTING SERVICES INC. 2.PROVIDE CLEAN OUTS AT BASE OF ALL STACKS. 3.PROVIDE SHUT OFF VALVES ON ALL WATER SUPPLY LINES AT FIXTURES. 4.PURGE ALL WATER AND GAS LINES BEFORE FINAL CONNECTIONS. I - , 5.PROVIDE AIR CHAMBERS AT TOP OF WATER RISERS MINIMUM 18"HIGH 12X DIA. ,-'' I I AST N1cA1LV ILA.ILA.6.STANDARD WEIGHT BLACK STEEL PIPE FOR GAS SYSTEM WITH GALVANIZED STEEL FITTINGS I , 7.FLOOR DRAINS SHALL BE PROVIDED WITH REMOVABLE STRAINER AS PER RS 16. i ,--' 36 `� �A� 5 UC, NY 1110 718-204-2765 FAX 718-204-276/8 8.TRAPS FOR FLOOR DRAINS SHALL BE DEEP SEAL TYPE. I 9.APPROVED TYPE WATER METER TO BE INSTALLED TO CONFORM WITH LEGISLATION SIGNED INTO LAW ON JULY 31,1985. I OFFICE: 10.ALL PIPING INSTALLED TO SERVICE BUILDING AND WITHIN BUILDING SHALL BE THERMALLY INSULATED AS PER NEW YORK STATE ENERGY I -,- I ffAX: 516-908-7892 CONSERVATION CONSTRUCTION CODE. 11.WATER METERS LOCATED OUTSIDE OF THE BUILDING AND WITHIN THE PROPERTY LINE,SHALL BE INSTALLED IN AN ACCESSIBLE, I EfaAIL hcnt�rl8tingol.com WATERTIGHT AND FROST PROOF PIT OR METER BOX AS PER SEC.P107.3(B). I WEIM- wwwbmde*.cm 12.PLUMBING STACK VENT TO BE MIN 4"DIA.XHCI AND TO EXTEND 7'-0"MINIMUM ABOVE FINISHED ROOF. - I 13.INSTALLATION OF WATER SUPPLY SERVICE LINES SHALL COMPLY WITH SEC.P107.2. 14.SEPARATION OF WATER SUPPLY SERVICE AND BUILDING SEWER SHALL COMPLY WITH SEC.P107.2(B)(6). I _ I © ALL RIGHTS RESERVED 15.PROTECTIVE COVER FOR SERVICE PIPE SHALL COMPLY WITH SEC.P107.2(B)(6). I 16.WATER METER LOCATION SHALL BE SUBJECT TO APPROVAL BYTHE DEPARTMENT OF WATER SUPPLY,GAS AND ELECTRICITY,AND SHALL 1 COMPLY WITH SEC,P107.3(B). 17.PRIOR TO THE INSTALLATION OF HOUSE DRAIN,PLUMBING CONTRACTOR SHALL CHECK AND VERIFY DEPTH OF SEWER/SEWERS IN STREET, 1 THIS DRAWING INCLUDING ALL GRAPHIC AND WRITTEN MATERIAL CONTAINED HEREIN, TO ASCERTAIN THE COMPLIANCE OF PROVIDING THE MINIMUM REQUIRED PITCH OF HOUSE SEWER,AS PER BUILDING CODE ( 1 I REQUIREMENTS. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY PRIOR TO START OF ANY WORK. CONSTITUTES THE ORIGINAL AND UNPUBLISHED 18.ROOF GUTTERS INSTALLED AS PER F2S 16-19. � � �' i 1 WORK OF HCN DESIGN;AND MAY NOT BE COPIED 19.PLUMBING CONTRACTOR SHALL VERIFY ALL INVERTS AND EXIST CONDITIONS PRIOR TO THE INSTALLATION OF NEW WORK 1 OR USED WHOLE OR IN PART, FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION. 20.ALL HOT AND COLD WATER LINES TO BE INSULATED WITH FIBERGLASS-FOIL BACKED INSULATION JACKETS. I I 21.WASHING MACHINES TO BE PROVIDED WITH VACUUM BREAKERS. ALL WASHING MACHINES SHALL BE M.E.A.APPROVED TYPE,VACUUM 1 I I , I CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS BREAKER BY SINGER CORP.,M.E.A.398-87E, AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD 22.LAUNDRY ROOM/BOILER ROOM FLOOR DRAINS,TRAPS FOR FLOOR DRAINS,SHALL BE DEEP SEAL TYPE. FITAND QUALITY OF WORK. NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY 23.PLUMBING FIXTURES TO COMPLY WITH NATIONAL STANDARD OF REFERENCE STANDARDS RS-16 I 1 �,-2. � I 24,ALL NEW WATER CLOSETS AND ASSOCIATED FLUSH VALVES INSTALLED SHALL MEET WATER SAVING 1.6 GALLON TYPE AND LABELED AS I N Z I I ERROR OR NEGLECT ON HIS PART SUCH. 25.DRY WELLS TO BE INSTALLED AT LOCATION SHOWN ON SD 1-2 APPLICATION FILED WITH THE NYC DEPARTMENT OF ENVIRONMENTAL PROTECTION. - 1 I I I I m rn z o i 1 DATE ISSUE No. DESCRIPTION 0 D•� IT � I z m_ O ' I I I I o z o rn m i cn 1 1 N I m m 9"0. I i POOL i N i 00 � Ni I NEW GENERATOR ��6• Model No.G0070432 Serial No.3006105192 M) 1 f .� `14I' 24' -- m + n 1 M` I ! I 0 cam! - .� I � � N FRAME GAR46E G.F. EL 35.70 -`T I I I I I I 1 GENERATOR I-S1 I Model No. G0070432 1 Serial No. 3006105192 I SEAL&SI E: 1 �RGD AqC�`i� PARTIAL FIRST FLOOR PLAN I AREA OF WORK �t,; .; '�� 1 SCALE : 16" : 1'-0" ---------------------------------------------- ----------------------------------------------- 17' 32' 136'-2 3/4" I 16'-1"_ -- 1 m I 1 M I I STONE DRIVEWAY f I I I 1 PROJECT TILE o U" I �ti RESIDENCE cn RESIDENCE 365 CHABLI'S PATH 365 CHABLI'S PATH 1 z CHARDONNAY WOODS w CHARDONNAY WOODS s -- - - - -------- - - y - - NORTH SOUTHOL , NYJ NORTH SOUTHOLD NY I � -- ----- - - - -------- -- - - - -- ---- ------- -- - - -- ---- - ----- -- -1- - FIRST --- -- - - 156'-8„ , . CHABLI'S PATH SITE PLAN, GENERAL NOTES GAS RISER DIAGRAM SITE PLAN �L�c SCALE : N/S SCALE : 1/16" . 1'-0" DATE: 11/21/2017 PROJECT No.: DRAWING BY: G.M CHK SCOPE OF WORK: NEW GENERATOR DGW No HARRIETN. GW No.: Am001 OO- ffit CAD FILE No: