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HomeMy WebLinkAbout41300-Z Fat Town of Southold 9/24/2015 'A P.O.Box 1179 o - a' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39914 Date: 9/24/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4125 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-9-6.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2017 , pursuant to which Building Permit No. 41300 dated 1/20/2017 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;finished basement, lower level covered porch with outdoor kitchen, front entry patio, wood landing with stairs and first and second floor terraces,to an existing one family dwelling as applied for per ZBA #6986, dated 10/20/2016 and De Minimus letter dated 12/20/2016. The certificate is issued to Akselrad,Ira&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0059 9/14/2018 ELECTRICAL CERTIFICATE NO. 41300 6/21/2018 PLUMBERS CERTIFICATION DATED 9/18/2018 '.7 �\ (IINrge Berry, J A tho e Signature snctt( TOWN OF SOUTHOLD �o aay BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ` Permit#: 41300 Date: 1/20/2017 Permission is hereby granted to: Akselrad, Ira 1965 Broadway Apt 18B New York, NY 100235977 To: construct additions and alterations to an existing single family dwelling as applied for per Trustee and ZBA approvals. At premises located at: 4125 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-9-6.4 Pursuant to application dated 1/13/2017 and approved by the Building Inspector. To expire on 7/22/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,207.60 CO -ADDITION TO DWELLING $50.00 otal: $3,257.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect'or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior(to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling $50.00, Alterations to dwelling$50.00, Swimming pool $50 00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. December 16, 2016 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 4125 Nassau Point Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Ira and Susan Akselrad Suffolk County Tax Map No 1000, Section 111.00 Block 09.00 Lot 006 004 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A a gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41300 Date: 1/20/2017 Permission is hereby granted to: Akselrad, Ira 1965 Broadway Apt 18B New York, NY 100235977 To: construct additions and alterations to an existing single family dwelling as applied for per Trustee and ZBA approvals. At premises located at: 4125 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-9-6.4 Pursuant to application dated 1/13/2017 and approved by the Building Inspector. To expire on 7/22/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,207.60 CO -ADD ON TO DW G $50.00 Total: $3,257.60 Building Inspector _____ ho��pF SOU�yol Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • �Q roger.richert()-town.southoId.ny.us Southold,NY 11971-0959 Q cOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Akselrad Address: 4125 Nassau Point Road city.Cutchogue st: New York zip: 11935 Building Permit* 41300 Section. 111 Block- 9 Lot: 6.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839-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 X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 107 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 19 Wall Fixtures 22 Smoke Detectors Main Panel 2-200A/C Condenser 5 Single Recpt 5 Recessed Fixtures 168 CO Detectors Sub Panel 4 A/C Blower 5 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 3-pW Dryer Recpt 2-2QA Emergency FixtureTime Clocks Disconnect 2-200 Switches 105 Twist Lock Exit Fixtures TVSS Other Equipment: Standby Generator With Auto Transfer Switch, Outdoor, Patio Kitchen. Notes: 6- Paddle Fans, 6- Bath Fans, 30A Electric Oven, Gas Cook Top, 1- Range Hood, 70A Steam Unit, Insta Hot - Hot Water, 26-ARC Fault Circuit Breakers. Inspector Signature: Date: June 21, 2018 0-Cert Electrical Compliance Form As F ' a NQPC;0vZ Town Hall,53095 Main Road ® Fax(631)7j-9 02 P.O.Box 1179 �� ®� Telephone(63 765-1802 Southold,New York 11971-0959 � �(,�e SEP 1 8 2018 BUILD WI G DEPT. BUILDING DEPARTMENT T MM OF SGUTHOM CERTIFICATION Date: Budding Pernit No. Owner: /4-1/1�20 1 rad (please print) Plumber: ('e0r2e- -"j-1 gf-�-e- "(please print)T� I certify that the solder used in the water supply system contains less than 2110 of I% lead. Ou&rers 5i Sworn to before me this "�t) day o# _ 201 CONNIE D.BUNCH Notary Public,State of New York No.61 BU6185050 Qualified in Suffolk County Al,\3 Commission Expires April 14,2`= NotaryPublic��LlCounty qoU BOE SOUK, �o� olo COUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (0 plow, hIVK b 0 f-4/ DATE INSPECTOR oF sor,Tyo�o TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ R UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) R ARKS: �I��►/ � AAA "- h1>04 12n DATE INSPECTOR SOUTyolo t11 cOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE G' 7 I INSPECTOR(, " SO(/lyo 00UNi`I,� TOWN OF SOUTHOLD BUILDING DEPT., 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: hwjAL--' o� (.Dfpu fDFM % �- ,� . . -7iml DATE I INSPECTOR OE SOU lyo cou 10c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] p6UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [X4 FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAC (FINAL) REMARKS: . file ctj�tw OK- DATE Y INSPECTOR ho�aUP SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. �ycouur+, 765-1802 t � INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND- [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ `] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE (� `Z% 1� INSPECTOR Q C( {1 / o 5 ho��OF OUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION .[ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATION M� [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �y) 0 rAi S w� S (MA ✓ - y DATE /?J' g INSPECTOR Aid Spray Foam L091c5 D PO Box 908 Mastic, NY H950 634-742-993G SEP 1 3 2018 License�49874-H LD.sIF0 CC" radg CERTIFICATE OF UVSUL.AcTIOdQI T"" D-77-T..� t 1.3®D JOB INFO: DATE OF NSTALLATiON- 1_ ��. Affic ROD" Exterior Walls TYPE INCHES R-VALUE TYPE INCHES K-VALUE OPEN CELL FOAM --- __---- OPEN CELL FOAM CLOSED CELL FOAM _ rf CLOSED GELL FOAM FIBERCILASS ______ FIBERCGLASS CELLULOSE ______ ______ CELLULOSE ______ ------ Cellar C-:F-* - 80,V 86AA5 G-r�ave�l- rrsr� /�G-E(fr-14,/,Vk TYPE NCMES RVALUE TYPE do�NG�W R VALUE OPEN CELL FOAM _____ _____ OPEN CELL FOAM CLOSED CELL FOAM _____ CLOSED CELL FOAM FIBERGLASS ----- FIBERCGLA55 CELLULOSE CELLULOSE D e- 3/, )N 7-ct/n€.j'e C A,,7- C'®RT/A/6- OOV 4�-L- G°L ©SC.D e€"ij-; FRE CAULKED TO CODE DATE OF INSTALLATION - FRE BLOCKED TO CODE DATE OF HNSTALLATION AR SEAL SUBSTATE TO CODE DATE OF INSTALLATION that- the residence re4-erenced above was insulated as Per s" proposal by Wlder/homeowner, and the installation was conduc n con-Pori applicable codes and standards, and regulations: N Q AUTHORIZED SIONATURE X673 yp i •8r� #• t. '' ia: IE fry TM Originally Issued: 1211412012 Revised: 04114/2017 Valid'Throug'h:. 0413012018 EVALUATION SUBJECT: 4 inches(102 mm),and a nominal density of 2.0'pounds per QUADFOAM"'10 cubi6-foot(32.0 kg/m3),has:a flame spread index of 25 or less and a smolce-developed index of 450 or less-when tested REPORT HOLDER: in accordance with ASTM E84 and.complies with TBC Aeeella Polyurethane'Systems Sections 2603.3 and 2603.5.4, and IRC Section R316.3 100-Enterprise Drive (2006 IRC Section 31,4.3). Cartersville,GA,30120 -3.2.2 Thicknesses,are not limited•for ceiling cavities and (770)607-0755 wall cavities when covered by a prescriptive thermal barrier (minimum 1/2 inch ,(12.7 mm)thick gypsum. board). CSI-Division: 07 00 00'—THERMAL AND Thicknesses of up to 12:5 inches (3,18 mm) for ceiling 1GIOISTURE- PROTECTION cavities and 8.5 inches, (216 mm) for wall cavities- are CSI Section: 07 2100—Thermal Insulation -on testing rim accordance,with NFPA 286, when installed in accordance with Section 43.2 of this '1,0 SCOPE OF EVALUATION report. 1.1 Compliance to.the following codes&regulations: 3.3 Th6rmaI Resistance a 2015,-2012,2009 and-2006 International Building; Code®(IBC) QuadFoam® 2.0 insulation has -thermal resistances, R- 2015, 2012, •2009 and 2006 International values,at a mean temperature of 150`F(24°C)as shown in Residential Code®(IRC). Table`l of this report. 0 2015, 2012, 2009 and 2006 International Energy 'Conservation Code® 3.4 Intumescent Coatings (IECC), 3.4.1 DC 315 intumescent coating is manufactured by, -1.2 Evaluated in accordance with: International Fireproof Technology Ina,,and is a water- ® ICC-ES AC377, Approved April 2016 based coating supplied in 5-gallon(19 L)pails and•55-gallon ,(208 L),drums.The coating material has a maximum shelf 1.3 Properties assessed: life of 24 months when stored in factory-sealed containers • Surface-burning characteristics at temperatures-between 50°F(106C)and 90°F(320C). • Physical properties • Thermal resistance 3.4.2 Fireshell,TB•intumescent coating is manufactured by °• Use in attics and crawlspaces TPR? Corp., and-is a water-based coating supplied 111 5- 0 Air,permeability gallon(19 L)pails and 55-gallon(208L)drums.The coating o Exterior Walls in Types•I through IV Construction material has a maximum shelf life of�12 months when stored 2.0 PRODUCT USE in factory-sealed containers at temperatures above 45°F (7°C), ���l 2.0 is a close&cell sprayfoam plastic used as a3.4.3 Quadcoat TB intumescent coatingis manufactured•by thermal insulating material iii walls of Type I, TPR? Corp., and is a water-based coating supplied in 5- II,III nd V construction under Section 2603 of the-IBC, gallon(19.L)pails and 55-gallon,(208 Q drums,The coating dwel ' order the,IRC Section R316(2006 IRC Section material has a maximum shelf life-of 12-months when stored n R314 d/ECC Sections C303, C402,8303 and 8402 in factory-sealed containers'at temperatures above 45°F z (200 E Section 303 and 402;2006IECC Section 402).- (7°C) N DESCRIPTION 3.0 Pa- 4.0 DESIGN AND INSTALLATION �d 2!3,3.1 a C-1 0 •3.1 �oain®2.0 Insulation: QuadFoam®2.0 is a Iwo- 4.1 General: QuadFoam®2.0 spray-applied'foam.plastic j to com , spray applied, closed cell polyurethane foam -insulation shall be installed in accordance with, the •- plasti lationhaving-a nominal density of2.0 potmds,per manufacturer's published installation.instructions.and this 1 32 Icghn3). Shelf life is six.months from date of report. A•copy of.these instructions and-this evaluation iRU t1. when stored in original unopened containers at report shall be available on,the-jobsite at all-times-during F,(10°to 29°C). 'installation. Where conflicts occur, true more restrictive 3.2 Surface Burning Characteristics 'governs. 3.2.1 QuadFoae-2.0 insulation,ata maximumthickness of "n"° The product descnbad In this Uniform Evalua8on Service(UES)Report has been evafuafed as an atlemaftve matedaf,dosign cr me8tod o/constnrctlon 1n orderlo satisfy and comply wllh -the intent ofthoproWsion 61the code,as naladin this report and foraf least equivalence to thatprosclfbadth tho'code in quality,slrenglh',effectiveness,tire resistanco,dmobilityandsafely, 'as applicable,in accordance with BC Sectlon 104.11.This document shall only b'o reproduced In its ondroty. Copyright©2017 by international Assoclation ofplumbing and Mechanical of8clals.All rights reserved.Pdntod in the United States.Ph.,1.877-41ESRPT;Fax:909.472.417 web'tvww.uniform-es.org-4756 East Ph>Tadelphla Street,Ontario,Cahfomia 91761-2816—USA Page 1 of 5. ori w!•Y���•�j: dk:�+"' �gry�� m�r.i ^'�mk �;+ � i^*> �C�.e •s^,'rr:r,�"�.-:•r�.j-`'�.i-�•`7" a�+� CC I• t � 1 q Ar �n t8 Q t sd , .o• , o 'k ,;s'�„'r;??^:'x6v���* _ .. _ - ti _ <t�ii rtlw;'•xr,,,.x,.-n �`'.n,;;':'',",:,_...,_�__...�fc I'-, 7M Originally Issued: 1211412012 Revised: 04/14/2017 Valid Through: 04130/2018 4.2 Design:QuadFoam®2.0 shall be applied using spray report.Where conflicts occur'the more restrictive governs. equipment specified by Accella Polyurethane Systems. Surfaces to be coated shall be dry, clean,,and flee of dirt, loose debris and other substances.The coating is applied in 4.3 Thermal Barrier ogle-coat'with low-pressure airless air equipment. 4.3.1 Application with a Prescriptive Thermal Barrier: 4A Attics and Crawl Spaces:When installing QuadFoam® QuadFoam®2.0 spray foam insulation at any thickness in 2.0 in attics and/or crawl spaces and a thermal barrier is ceiling cavities and-in wait cavities,shall be separated from omitted in accordance with IBC Section 2603.4.1.6 or IRC the interior of the building by a thermal barrier.T1re1BC and Sections 8316.5.3 or, 8316.5.4 (2006 IRC, Sections IRC specify an approved thermal barrier of minimum V27 R314.5.3 and R314.5.4),- installation shall comply with inch thick(12.7 mm)gypsum board wallboard or equivalent either:Sections 4:4.1 or 4:4.2 of this report. 15-minute thermal barrier complying with IBC Section 2603.4 or IRC Section R3-16.4(2006 IRC Section 314.4),as QuadFoam®2.0 spray foam insulation qualifies as-an-air- applicable and installed in accordance with the applicable, 'impermeable insulation and,,when installed in accordance .code. 'with Sections 4.4.1 or 4.4.2.1 of this report,may be used to insulate unvented attics in accordance with IRC Section 4.3.2 Application without- a Prescriptive Thermal R806.4.. ' Barrier 4.4.1 Application with a Prescriptive Ignition Barrier: 4.3.2.1 DC 315:QuadFoam®2.0 spray foam insulation may When-QuadFoam®,2.0 insulation is installed within attics be installed without a prescriptive thermal barrier when and crawl spaces where entry'is made only service of coated on all exposed surfaces,with 18inils(0.45 mm)wet utilities, an ignition barrier-shall be installed in accordance film-thickness and 12 mils(0.30 mm)dry" film thickness of with IBC Section 2603.4.1.6 or IRC Sections R316,5.3 and DC 315-intumescent coating as described in Section 3.4.1 of 8316.5.4 (2006-IRC Section 8314.5.3 and 8314.5.4), as this report. The maximum thickness of the spray foam applicable. insulation is limited to'7.5-inches (190 mm) on vertical surfaces and 11.5 inches (292 mm) on overhead surfaces. The ignition barrier shall be consistent with the construction Coating shall be applied in accordance with International type of the building. Fireproof Technology's installation instructions and this report.Where conflicts occur the more restrictive governs. 4:4.2 'Application without ;a Prescriptive Ignition Surfaces to be coated shall be dry,clean, and free of dirt, Barrier:Where the spray-applied insulation is installed in loose debris and other substances.The coating is,applied in accordancemith Section 4.4.2.1 or 4.4.2.2 of this report,the one-coat with low-pressure-airless air equipment, following conditions apply: 4.3.2.1 FireshellTB:,QuadFoari02.Osprayfoaniinsulation a) Entry to the attic or,crawl space is only to service may be.installed without a prescriptive thermal barrier when utilities,and no storage is permitted. coated'on all exposed surfaces with 18,mils(0.45 mm),,wet b) There are no interconnected�attic or crawl,space film thickness and 12 mils(0.30"min)dry film thickness of areas. 'Fireshell TB uitumescent coating as described in Section c) Air in the-attic or crawl space is not circulated to '3.4.2 of this report. The maximum thickness of the spray other parts of the building. foam insulation is limited to 8.5 inches(216'mmn)on vertical d) Attic ventilation is,provided when required by IBC surfaces and 12.5 inches (318=n)"^on overhead surfaces. Section 1203.2,or'IRC Section R806'-except when Coating shall be applied in accordance with TPRI's an air-impermeable insulation is permitted in 'installation instructions and this report. Where conflicts unvented attics in accordance with,IRC Section occur,:the more restrictive governs. Surfaces to be coated R806,5 of TRC. Under-floor (crawl space) shall'be dry,clean,and free of dirt,loose debris and other ventilation is, provided when required by, IBC substances, The coatikrg,is applied in one-coat with low- Section 1203.4(2012,2009 and 2006 IBC'Section pressure airless air equipment. 1203.3)or IRC Section R408.1,as applicable. e) The foam, plastic insulation is limited to the 4,3:2.3' Quadeoat TB: QuadFoam® -2.0' spray foam maximum thickness and,density stated in this report. 'insulation'may be'installedwithout a prescriptive-thermal f) Combustion air is provided, in accordance with barrier when coated on all exposed surfaces with 18 mils Sections 701.of the International Mechanical Code° (0.45 mm)'wet film thickness and 12 mils (0.30 mm) dry (IMC) (2006-IMC and Sections 701 and 703) , as film'thickness of Qtiadcoat TB intumescent coating as applicable. described in Section 3.4.3 of this report.- The maximum g) The installed coverage rate-or thickness of coatings, thickness of the spray foam insulation is limited to 8.5 'if partof the insulation system,shall be'equal to or inches(216 mm)on vertical surfaces and 12.5-inches(318 greater than-tbat stated-iri.this report. mm) on overhead surfaces. Coating shall be applied in accordance with TPRZ's installation instructions and this Page 2 of 5 S ' ;'; a_ so,ra* ••,_;7�---_. .�•�� - '�i ' art, ,e2e;i » _,- Y;c .»r,{;} "'_;:,ddA�>`��i'''ap{•�,,'�''•.;gP.�1.�E .,; ! "���; tt 1 1 ) i# �q ( c�rt7?4";;�?:<:h. yr.az.''•.�'h`bfr::.«,'' •, , Originally issued: 12/14/2012 Revised:' 04/1412017 Valid Through: 04/3012018 4.4.2.1 Attics,and Crawl'Spaces: QtiadPbam°2.0 spray or fiberglass tape.einbedded in the first layer of compound foam insulation may be spray-applied without an ignition over butt joints of the gypsum board. barrier to the-underside of the roof deck to thicknesses not exceeding 11.5 inches(292 nun)and/or vertical surfaces to 4:5.4 Exterior Wall Covering:Details of the exterior wall thicknesses not'exceeding 7.5 inches(190 mm),as described covering'is non-combustible and shall be provided to the in this section When QuadFoam® 2.0 is' installed •as code official by the report holder,designer or specifier,with described in this section,no ignition barrier or coating-are an engineering-analysis demonstrating that(1)the exterior required. wall covering is-non-combustible and conforms to ASTM E136 and (2) the addition of the wall covering to the, Asan 'alternative- QuadFoam' 2.& insulation may be assembly described in the section does not negatively affect installed in accordance with Section 4.3.2-of this report, conformance of the assembly with the requirements of IBC Section 2603.5; 4.4.2.2 Use'on Attic Floors: QuadFoam® 2.0 insulation may be installed exposed(no coating),without an ignition 4.5.5 Fife Resistance: Fire resistance of building barrier up to a maximum thickness of 11%z inches(292 mm) assemblies insulated with QuadFoam:'2.0,insulation is not between and.over thej oist in attic floors.The insulation shall recognized-under this report. be separated from the interior of the building by an approved thermal barrier.The ignition barrier required by IBC Section 5.0 LIMITATIONS 2603.4 and IRC Section R316.5.3 (2006 IRC Section '314.5.3)'may be omitted in-this case. The QuadFoam'2.0 spray foam insulation described in this report complies with,or is a suitable alternative to what is 4.5 Ekterior Walls of Types I,I1,III and IV Construction specified in those codes listed'iii Section 1.0 of this report, (IBC) subject to the following conditions: 4.5.1 General:When used on exterior walls of Types I,II, M The product shall,be installed in accordance with the Ill or,IV construction,the assembly shall comply,with IBC manufacturer's published 'installation instructions; this Section 2603.5 and thus section, and the-QuadFoam® 2.0 evaluation report and the applicable code. The more insulation shall be installed--at a.maximum thickness of 3 restrictive shall govern if there are any conflicts between the inches (76 mm). The-,potential heat,of QuadFoam® 2.0 manufacturer's published installation instructions and this insulation is 1857 Btu&(21.1 MJ/mZ)per'hich of thickness, report. when testing is in accordance with NFPA 259. 'S:2 QuadFoam®2,0 insulation shall be protected by a 15- 4.5.2 Exterior Face: Nominally 3-5/8inchdeep,(92 mrn), minute thermal barrier in accordance with Section 4.3.1 of No.20 gage(33 mils thick)galvanized steel studs spaced 24 this report except when installation complies with Sections inches(6 10 inm)on center',are,secured with#8 xM inch(13 .4.3.2(Application without a Prescriptive Thermal Barrier) mm)long lath screws=to No.20•gage(33 mils-thick) steel and/or 4.4(Attics and Crawl Spaces)of this report floor and ceiling-track. Georgia Pacific DensGlassP Gold Sheathing, 5/8 inch (16 mm) thick shall comply with 5.3 The A and B components of the insulation are produced ASTMCl177 and shall be installed,over the-exterior side of under a quality control program with inspections by'IAPMO the steel studs with the long dimension,perpendicular to the Uniform ES. studs using#6 x 1-1/4.inch(32 mm)self-drill,•zinc-plated Bugle head screws spaced 8 inches (203-min).on center 5.4 QuadFoam' 2.0 insulation shall, be installed by around the perimeter and 12 inches(305-mm)-on center in contractors certified-by Accelia Polyurethane Systems. the field. Nominal 4-pcf(64 kg&) Thermafiber Safing insulation shall comply with ASTM C665 Type I and shall 5.5 When QuadFoam® 2.0 insulation is used in areas be placed at floor lines, filling the cavities the full floor wherein the- likelihood of terni to hifestation is "very depth. The stud cavity is filled with QuadFoam® 2.0 heavy,"it slraIl be installed in accordance with IBC Section insulatiort to a nominal-thickness of 3 inches(76 mm). 2603.8 (2012 IBC Section 2603.9)or IRC Section 8318.4 (2006 IRC Section R320.5),as applicable. 4.5.3 Interior Face:Type X gypsum-board,5/8 inches(16 rnm) thick,and complying with.ASTM 01396 is installed 5.6 Jobsite labeling and certification,of the insulation shall with the long dimension perpendicular to the studs,fastened comply with 2015 IRC Sections N1101.10 and to the framing with#6 x 1-1/4 inch(32 nun)self-drilling, N1101.10.1,1, 2012, IRC Sections N1101.12 and zinc-plated Bugle head screws spaced 8 inches(203 mm)ori N1101,12.1 2009 and 2006 IRC Sections N1101.4 and center around the perimeter and 12 inches(3 05 mm)in the N1101.4.1 and IECC Sections C303.1.1 and C3011.2 field.The-gypsum,board joints,shall be treated with vinyl or 2009 IECC Section 303.1.1.1;2066 IECC sections 102.1.1 casein,dryor premixed joint compound applied in two coats and 102.1.1.1),as applicable. to cover all exposed screw heads and gypsum board butt joints,and a minimum 2-inch-wide(51 mm)paper,pldstio,- Page 3 of 5 UE TM Originally Issued: 12/14/2012 Revised: 04/14/2017 Valid'Through: 043012018 5.7 Where-applicable, QuadFoam0 2.0 shall-,be installed with a vapor retarder in accordance with the applicable code. 5.8 When use is on buildings of'Type I, II,_III or IV, construction shall he,as described-iii Sectiori'4.5, 6.0 SUBSTANTIA.TING-DATA 6.1 Data and test reports submitted are from laboratories in compliance with ISO/IEC 17025-and hi accordance with the, 'ICC-ES Acceptance Criteria,for Spray-applied Foam:Plastic ,flisulation, (A077), Approved April 2016_, including reports of tests'in accordance with-Appendix Y of AC 377. 6.2.Reports on-room corner'fire tests in acco_r'dance with NFP.286. 6.3 Reports on potential heat in•accordance with NFPA 259. 6.4`'Reports on -fire propagation characteristics tests in accordance withNFPA;285, 7.0 IDENTIFICATION Containers of QuadFoae 2.0 components are,identified with a label bearing the Accella Polyurethane Systems. name address; the product trade name (QuadFoam"2.0, Grade-S,W,AS or AW);the lot number;the flame spread and smoke developed indices;mixing instructions;-density; -the shelf life;the expiration date;and the IAPMO'Uniforin ES Evaluation Report number(ER-272). IApm 0 U.ES _ ES ® or TM IA.PMO ER#272 Brian.Gerber,P.E.,S.E.• Vice President,Technical Operations' ,Uniform Evaluation Service 114"t"e'-11 Ricliar&Beck,PE;CBO;MCP Vice President,Uniform Evaluation Service GP Russ Chane CEO,The IAPMO Group For additional information about,this 6aluation report please'visit www.wiliarm-more or email at iuforluniform-es.org 'Page,4 of'S a . '',•.i.yF - .. u 1. t_ ^ S, "'M. ,w„} '£ r;4F �/ ��'ry kr i"i.:,fiflo,���..y, ➢. Originally Issued: 1211412012 Revised: 0411412017- Valid Through: 04130/2018 Table 1—Thermal Resistance(R Values)l Thickness-,(Inch) R Value °F-ft2•hr/Btu 1.0 -6.5 2.0 13 3.0 19 4.0 25 7.5 47 11.5 71 31:1 inch=25.4 mm;1 °F-ft2•hr/Btu=0.176°K•m2>hrM IR-values are calculated based on tested k factors at 1-and 3:5-inch thicknesses. ' r Page 5`of 5 • • s� FOUNDATION (2ND) ®moizTrm '�'�'��'M 41 ROUGH FRAMING& PLUMBING ZA INSULATION PER N.Y ligilloll 1�I. ► ► ADDITIONAL will ;rte. 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: MEuSSA CI r_ 'fTl Approved 20 Mail to: Srevo C amp 1tiuwfEcr PG Disapproved a/c I�12rmw ST., 8'R�. My t231 Phone: NO Expiration ,20 D L5�L5�� B nspector DD PPLICATION FOR BUILDING PERMIT JUN — 8 Date , 20_1-(o BUILDING DEff. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building pen-nit shall expire if the work authorized has not commenced within 12 months after the date of r issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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, or 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 for necessary inspections. (Signature of applicant or name, if a corporation) Jrclpl0 CICE7'11 AgcfflrECT XC (Mailing address of applicant) I}L biwtD S-r., bftoOKcy.1, N Y (1231 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1 RA d' S u S A H K«S EL Z.AO (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1.L ocation of land on which proposed work will be done: P q1 LS NASSAU Potwr 110A06.0,c" 4(fi House Number Street Hamlet County Tax Map No. 1000 Section III. 0b 0 Block 0 el. 00 Lot ®o c . 004 Subdivision Filed Map No. Lot 2.St ate existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Sit 4js F&Kiy/ Ustpemec b.I ntended use and occupancy &M4LC FAMIL'/ RESIVERC6' 3.Na ture of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition X Other Work (Description) 4.Estim ated Cost M t tlf0 rl Fee (To be paid on filing this application) 5.I f dwelling, number of dwelling units 10 Number of dwelling units on each floor 3 4ttog ND Ftoog If garage, number of cars 2 2 -FltL5 FL06 Z 5 5i4C0r4 rJ Ptoott 6.1 f business, commercial or mixed occupancy, specify nature and extent of each type of use. ' e I '' 7.Di mensions of existing structures, if any: Fronts '� Rear �O3 - I Depth �8 - I�Y2 Height Number of Stories Dimensions of same structure with alterations or additions: Front �6 Rear 66 '-� Depth 7-2 -q Height 30 - -74 Number of Stories 3 8.Di mensions of entire new construction: Front Rear Depth Height Number of Stories 9.Siz e of lot: Front 106- q YZi1 Rear 200 -- 14 . Depth 3-M 10. Date of Purchase Name of Former Owner A f flf N ALC- 11. LC11. Zone or use district in which premises are situated R'�0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES 3( NO JRA 4- Sg5AM Ig(,5 &MCAVWAY 14. Names of Owner of premises A KS60ZA 0 Address APT. 18B.WNY 100 one No. qI j_ Sn? ?6�4 Name of ArchitectsTasto r!lCETTr ttei4rrm-v p- Address RUAV ST, BVLK 14YI113honeNo Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X p6-rj: Tap or 8 LCrCF * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—X * IF YES, PROVIDE A COPY. ROURT LEE R000118, V STATE OF NEW YORK) Notary Public.-ithn'of rhww York SS: NO.OtR061l3 I Qualified in Kings Cau t COUNTY OF KtN4 S ) My Commission Expires Apr A,2020 ME 55A C 1 c&Tf f being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe A4ENr (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this i 06 d 20 1,6 t �e IVIV/'lav'�z V, ota ub ' Signature of Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI V DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form I ontact: Melissa Cicetti Approved 20 Mail to: Studio Cicetti Architect PC 481 an Brunt St., Disapproved a/c g�;yn "11231 Phone: 718.875.1460 Expiration 7 2Z 20_ff (3 : uildinr ectb v AP ATION FOR BUILDING IT JAN 1 3 2017 Date De 16 , 2016 INSTRUCTIONS Bu LDiNG DEPT. a. This appftIC i Sal TRer;�Rtely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. - b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. '-67Signature o plicatifor n e,if a corporation) Studio Picefti Architect, PC 481 Vah Brunt Street VC Brooklyn, NY 11231 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Ira and Susan Akselrad (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 4125 Nassau Point Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 111.00 Block 09.00 Lot 006.004 l Subdivision Filed Map No. Lot E ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residence b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable): New Building Addition X Alteration X Repair Removal Demolition X Other Work (Description) 4. Estimated Cost $1 Million Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 10 Number of dwelling units on each floor 3 Ground Floor If garage, number of cars 2 First Floor 5 Second Floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 701-7" Rear 63'-9 1/2" Depth 63'-10 1/2" Height 18'-10" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 70'-7" Rear 66'-7" Depth 72'-9" Height 30'-71/2" Number of Stories 3 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 200.06' Rear 200.06' Depth 396.01'(N)377.51' (S) 10. Date of Purchase Name of Former Owner Cardinale 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO_X 1965 Broadway,#18B 14. Names of Owner of premises Ira and Susan Akselrad Address New York,NY 10023 Phone No. 917 597 7674 Name of Architect Studio Cicetti Architect PC Address 481 Van Brunt St.,#7C2 phone No 718 875 1460 Name of Contractor Address l3i Ouklyi i,NY I 123 1 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Note: Top of Bluff 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF i z iZL� ss /A c/(c-r- rr f being duly sworn, deposes and says that(s)he is the applicant T(Name of individual signing contract)above named, 11*2C14(S)He is the / (`� rx-_g 77 (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this t l day o rt uq 0 TREVARNO JAY D R Notary Public -State of Ne ork ary ublic I NO O1 n Kings County Signature nt Qualified in Kings County My Commission Expires Oct,21,2017 0 i1; fr BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT N0.8919 DATE: NOVEMBER 16,2016 ISSUED TO: SUSAN&IRA AKSELRAD PROPERTY ADDRESS: 4125 NASSAU POINT ROAD,CUTCHOGUE ti SCTM#1000-111-9-6.4 AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16.2016,and in consideration of application fee in the sum of$250.00 paid by Susan&Ira Akselrad and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trust=authorizes and permits the following: Wetland Permit to renovate and expand an existing single-family dwelling0 as follows: construct a second-story over 4, existing first story;construct a+/-6.7'x 15.4'two-story addition and a+/-6'x27'raised patio with I l'x9'step on west side of dwelling;remove an existing+/-294 sq.&deck and construct a+/-2.7'x27.6'two-story addition at northeasterly comer of dwelling(with stairs from proposed addition to grade,consisting of a+/-7.9'x 3'landing,three steps,+/-6.5'x3'landing, and twelve steps);remove+/-3.5'x9 4'portion of slate patio and maintain remaining portion of patio on north side of house with+/-25 sq.ft.of additional on-grade patio,constiuct a+/-10'x24'one-story garage addition to west side of dwelling with a:L3'x24'extension of the new second story above;remove and replacell 1.8'x17.3'portion of existing first-story deck on-east side of dwelling with first story addition;maintain:hl I 3'x16.5'portion of existing first-story deck on east side 11 of dwelling over existing on-grade patio with new outdoor kitchen;and rernove±4'x9'portion of existing dwelling, 57.5sq.R.of steps and 4'x10'arbor,install drainage system consisting of leaders,gutters,and drywells to contain roof runoff located more than 100'from bluff except for 8'x9'deep drywell located off southeast comer of dwelling;remove p.....my septic system and install new beyond 100'from top of blufF,remove existing drywell located adjacent to top of bluff-,install pool drywell for existing 25'x50'swimming pool,and install new water service line to existing 10'x28'pool house,remove pool house septic system located 13'from bluff and install new pool house sanitary system more than 100' from bluff,maintain as-built bluff stairway consisting of an±8*x8'upperplatform,±4'x16'stairs,±8'x8'middle platform, and:b4'xl 9'stairs leading to a±4'x7.5'lower platform with±3'x 12'steps to beach,for the existing±233 linear feet of vinyl bulkhead,including±19'and±14'angled end sections; 1,431 sq.ft.slate pool patio with associated 4.8'wide walks and steps;and existing stone walls are to remain;and with the condition to establish and perpetually maintain a 1,624 sq.ft. variable width non-turf buffer along the landward edge of the bluff crest;all as depicted on the site plan prepared by The Raynor Group,P.E.&L.S.,PLLC,last dated on November 8,2016 and stamped approved on November 22,2016;and the Mitt ` site plan prepared by Marshall Paetzel,Landscape Architecture dated November 17,2016,and stamped approved on November 22,2016. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. _e co W 0- 6 Michael J.Domino,President rjf SOUj�OIo Town Hall Annex John M.Bredemeyer III,Vice-President V� 54375 Route 25 P.O.Box 1179 Glenn Goldsmithigs Southold,New York 11971 A.Nicholas Krupski aO� Telephone(631) 765-1892 Fax(631) 765-6641 D s . F_ SEP 1 3 2018 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RUF,D.7 TQ'DEFT. Tr'�- . ;;' ` Y ,"a 7q;7r,D CERTIFICATE OF COMPLIANCE # 1503C Date: August 19,2018 4 THIS CERTIFIES that the renovation and expansion of an existing single-family family dwelling as follows: construct a second-story over existing first story construct a+/-6.7'x15.4' two-story addition and a+/-6'x27' raised patio with 11'x9' step on west side of dwelling; remove an existing+/-294 sq. ft. deck and construct a+/-2.7'x27.6' two-story addition at northeasterly corner of dwelling(with stairs from proposed addition to grade consisting of a+/-7.9' x 3' landing three steps +/-6.5'x3' landing, and twelve steps);remove+/-3.5'x9.4' portion of slate patio and maintain remaining portion of patio on north side of house with+/-25 sq ft of additional on grade patio; construct a+/-10'x24' one-story garage addition to west side of dwelling with a±3'x24' extension of the new second story above; remove and replace±11 8'xl7 3' portion of existing first-story deck on east side of dwelling with first story addition; maintain±l 1.8'x16.5' portion of existing first-story deck on east side of dwelling over existing on-grade patio with new outdoor kitchen; and remove±4'x9' portion of existing dwelling 5, 7.5sq.ft. of steps and 4'x10' arbor; install drainage system consisting of leaders gutters and drywells to contain roof runoff located more than 100' from bluff except for 8'x9' deep drywell located off southeast corner of dwelling; remove primM septic system and install new beyond 100' from top of bluff; remove existing drywell located adjacent to top of bluff install pool drywell for existing 25'x50' swimming pool renovate the existing 25'x50' swimming pool by installing marble dust reconfigure interior steps add automatic cover, and install 5'x12' spa inside pool,• replace existing 1 581sq.ft. on-grade masonry patio with new, reconfigured 1 985sq ft on-grade masonry patio; install 39sq ft masonry steps and 81sq_ft masonry steps (with adjacent boulders) down to pool patio; remove and replace in-kind/in-place existing 6'x16.5' wood arbor located over patio; remove existing pool heater and install on-grade concrete pool equipment pad with wood screen panel,• remove 81 linear feet of existingmasonry wall and construct 72 linear feet of new masonry retaining wall around pool;and replace existing 3 8 linear feet of existing masonry walls and 161sq ft of masonry steps/landingspe with 109 linear feet of new masonry retaining walls and 208sq ft of new masonry steps/landings install 4' high black wire mesh pool enclosure fencing along northerly and southerly property lines and along top of±1 5' high wood retaining wall on bluff face and existing stairway landing; install fence gate on stairway landing; repair/replace as needed approximately 200 linear feet of±1.5' high wood retaining wall on bluff face; and hand-remove invasive mugwort on bluff face and replace with plugs of Cape American beach grass_ ; and install new water service line to existing 10'x28' pool house,• remove pool house septic system located 13' from bluff and install new pool house sanitMr ystem more than 100' from bluff maintain as-built bluff stairway consisting of an±8'x8' upper platform ±4'x16' stairs ±8'x8' middle platform and±4'x19' stairs leading to a±4'x7.5' lower platform with±3'x12' steps to beach,• for the existing-±233 linear feet of vinyl bulkhead, including±19' and±14' angled end sections,• 1,431 sq ft slate pool patio with associated 4.8' wide walks and steps; and existing stone walls are to remain; and with the condition to establish and perpetually maintain a 1,624 Aq. ft.variable width non-turf buffer along the landward edge of the bluff crest; At 4125 Nassau Point Road, Cutchogue Suffolk County Tax Map#1000-111-9-6.4 l t Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 17,2016, pursuant to which Trustees Wetland Permit#8919 Dated November 16.2016,was issued and Amended on October 18,2017 and Amended again on June 20,2018 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation and expansion of an existing single-family dwelling as follows: construct a second-story over existing first story; construct a +/-6.7'x15.4' two-story addition and a +/-6'x27' raised patio with 11'x9' step on west side of dwelling; remove an existing +/-294 sq. ft. deck and construct a +/-2.7'x27.6' two-story addition at northeasterly corner of dwelling(with stairs from proposed addition to grade, consisting of a+/-7.9' x 3' landing, three steps, +/-6.5'x3' landing and twelve steps); remove +/- 3.5'x9.4' portion of slate patio and maintain remaining portion of patio on north side of house with+/-25 sq. ft. of additional on-grade patio; construct a +/-10'x24' one-story_garage addition to west side of dwelling with a ±3'x24' extension of the new second story above; remove and replace ±11.8'x17.3' portion of existing first-story deck on east side of dwelling with first story addition,• maintain±11.8'x16.5' portion of existing first-story deck on east side of dwelling over existing on-grade patio with new outdoor kitchen; and remove ±4'x9' portion of existing dwelling 57.5sq.ft. of steps and 4'x10' arbor; install drainage system consisting of leaders, gutters and drywells to contain roof runoff located more than 100' from bluff except for 8'x9' deep drywell located off southeast corner of dwelling; remove primas septic system and install new bei 100' from top of bluff, remove existing drywell located adjacent to top of bluff; install pool drywell for existing 25'x50' swimmingpool, renovate the existing 25'x50' swimming pool by installing marble dust, reconfigure interior steps add automatic cover, and install 5'x12' spa inside pool; replace existing 1 581sq.ft. on-grade masonry patio with new, reconfigured 1,985sq.ft. on-glade masonry_patio; install 39sq.ft.-masonry steps and 81sq.ft. masonry steps (with adjacent boulders) down to pool patio; remove and replace in-kind/in-place existing 6'x16.5' wood arbor located over patio; remove existing pool heater and install on-grade concrete pool equipment pad with wood screen panel; remove 81 linear feet of existing masonry wall and construct 72 linear feet of new masonry retaining wall around pool; and replace existing 38 linear feet of existing masonry walls and 161sq.ft. of masonry steps/landings on slope with 109 linear feet of new masonry retaining walls and 208sq.ft. of new masonry steps/landings, install 4' high black wire mesh pool enclosure fencing along northerly and southerly property lines, and along top of±1.5' high wood retaining wall on bluff face and existing stairway landing; install fenceatm stairway landing; repair/replace as needed approximately 200 linear feet of±1.5' high wood retaining wall on bluff face; and hand-remove invasive mugwort on bluff face and replace with plugs of Cape American beach grass • and install new water service line to existing 10'x28' pool house; remove pool house septic system located 13' from bluff and install new pool house sanitary system more than 100' from bluff, maintain as-built bluff stairway consisting of an±8'x8' upper platform, ±4'x16' stairs,±8'x8' middle platform and±4'x19' stairs leading to a±4'x7.5' lower platform with±3'x12' steps to beach; for the existing±233 linear feet of vinyl bulkhead including±19' and±14' angled end sections; 1,431 sq. ft. slate pool patio with associated 4.8' wide walks and steps; and existing stone walls are to remain; and with the condition to establish and perpetually maintain a 1,624 sq. ft. variable width non-turf buffer along the landward edge of the bluff crest. The certificate is issued to Susan&Ira Akselrad owners of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: June 21, 2016 TO: Melissa Cicetti (Akselrad) 172 Beard Street Brooklyn,NY 11231 Please take notice that your application dated June 8, 2016: For permit to construct new and legalize "as-built" additions and alterations to dwelling and legalize "as-built" accessory swimming pool Location of property: 4125 Nassau Point Road, Cutchogue County Tax Map No. 1000—Section 111 Block 9 Lot 6.4 Is returned herewith and disapproved on the following grounds: The "as-built" accessory swimming pool on this waterfront conforming 75,409 sq. ft. (64,996 sq. ft. buildable land) lot in the Residential R-40 is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard, or in the case of waterfront parcels, accessory buildings and structures may be located in the front yard,provided they meet the front yard principal setback requirements. The site plan shows the swimming pool partially located in the side yard. The proposed additions and alterations are not permitted pursuant to Article XXII Section 280-' 116A(1), which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." Site plan shows the proposed construction with a minimum setback of±72' from top of bluff. Lastly, Bulk Schedule requires a minimum side yard setback of 15 feet. The as-built deck addition has a minimum side yard setback of±4 feet. Note:All "as built'construction completed before 12115115 (L.L. No. 9-2015). Auth razed Signature_ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC-.file, Z.B.A. BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson � \qf S® yQ! 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Eric Dantes at Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �O �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider 10UNTI��" Southold,NY 11971 http://southoldtown.northfork.net RECEIVED ONING BOARD OF APPEALS /OtC'eT - g•352016TOWN OF SOUTHOLD � � Del.(631)765-1809•Fax(631)765-9064 OCT 2 4 2016Southold Townn C{erk FINDINGS,DELIBERATIONS AND DETERMINATION BUILDING DEM MEETING OF OCTOBER 20,2016 TOWN OF SO OLD ZBA FILE#6986 NAME OF APPLICANT: Ira and Susan Akselrad PROPERTY LOCATION: 4125 Nassau Point Road, Cutchogue,NY 11935 SCTM# 1000-111-9-6.4 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 26, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 27, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted , as well as the records available , it is their recommendation that the proposed action is INCONSISTENT with the Policy Standards and therefore INCONSISTENT with the LWRP. However, the applicant's design professional,Robert E. Herrmann of En-Consultants,responded to the LWRP's comments by stating that setbacks for the"as built"pool and pool house are not subject of the Notice of Disapproval, and that the pool and pool house were constructed prior to the Town Code amendment in 2015. In addition, Mr. Hermann indicated that the"as built" pool received a Wetlands Permit,No. 8147,which was issued prior to 2013. Accordingly, "as built"construction completed prior to 12/15/15 (L.L.No. 9-2015), even if the action�had not received a building permit, only needed variances for distances from the L.I.-Sound, Fisher's Island Sound and Block Island Sound. Subsequently, structures having 75 feet from any water body required Board of Trustee approval pursuant Chapter 275 of the Southold Town Code. Furthermore,Mr.Hermann reported in his letter that the pool and pool house were not damaged during Hurricane's Irene or Sandy. The LWRP does not make reference to the bluff setback of the existing dwelling;therefore,the matters before this Board are consistent with the LWRP. PROPERTY FACTS/DESCRIPTION: The applicant's property is a conforming 75,409 square foot waterfront parcel located in R-80 Zoning District. The parcel has 104.58 feet of bulkhead frontage on Little Peconic Bay, fronts 200.06 feet along Nassau Point Road, runs 396.01 feet on the North side, and 377.51 feet on the South side. The parcel is improved with a one story frame house, an in-ground pool, a frame pool house, and wood steps down, Pagel 2, October 20,2016 96986,Akselrad SCTM No. 111-9-6.4 to the beach, as shown on a survey prepared by Nathan Taft Corwin, Land Surveyor, dated July 31, 1997, and last updated June 24,2016. BASIS OF APPLICATION: Request for Variance(s) from Sections 280- 18; Article XXII, Section 280-116A(1), and the Building Inspector's June 21, 2016,Notice of Disapproval based on an application for a building permit to construct new and legalize"as-built" accessory in-ground swimming pool, at 1) as built in-ground swimming pool located in other than the code required rear yard, 2) "as-built" deck addition less than the code required minimum side yard setback of 15 feet, 3)proposed additions and alterations located less than the code required 100 feet from the top of the bluff, located at 4125 Nassau Point Road, (Adj. to Little Peconic Bay) Cutchogue, NY SCTM # 1000-111-9-6.4. RELIEF REQUESTED: The applicant requests variances to 1) legalize an as-built swimming pool partially located in a side yard where code requires accessory structures to be located in the front or rear yards of waterfront properties; 2) Make additions and alterations to an existing residence at+/- 72 feet from the top of the bluff where code requires a 100 foot setback; and 3) legalize an "as-built" deck with a side yard setback of+/- 4 feet where code requires a 15 foot side yard setback. ADDITIONAL INFORMATION: The swimming pool and the pool house exist having setbacks of less than 100 feet from the top of the bluff. As mentioned, these structures were built prior to the current town code when only lots adjacent to the Long Island Sound, Fisher Island Sound and Block Island Sound required ZBA setback relief for structures located 100 feet from the top of the bluff. All structures built within 100 feet from top of bluff/bank of all waterways, after December 2015,requires setback relief. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property' and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Granting of the variances for the side yard location of the"as-built"pool and the bluff setback for the house will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of generally large single-family waterfront homes and the proposed additions and alterations will not change the existing dwelling's bluff setback and will increase the size of the existing home to make it comparable to others in the neighborhood. . 'The as-built pool is only partially located in a side yard and has a 58 foot side yard setback. This setback is over three times the setback required for a principle structure. Moreover, the subject property slopes substantially downward toward the bluff making the pool difficult to see from the street level. Therefore, the pool's side yard location does not affect the character of the neighborhood. Granting the side yard setback for the"as-built" deck will produce an undesirable change in the character of the neighborhood Although other side yard variances have been granted in the neighborhood, they are much more conforming to the code required setback than the 4 foot setback that the applicant proposes, and the applicant's dwelling has other existing decks in code conforming locations. 2. Town Law $267-b(3)(b)(2).-The benefit sought by the applicant for the side yard location of the "as-built" swimming pool and the bluff setback for the dwelling cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed additions and alterations to the dwelling maintain the existing bluff setback therefore any alterations completed on the house will require the benefit of an area variance. The "as-built" pool is only partially located in a side yard. The benefit sought by the applicant for the Pagel 3, October 20,2016 #6986,Akselrad SCTM No. 111-9-6.4 side yard setback for the "as-built" deck can be achieved by building a deck in a code conforming location. The applicant has a large building area and has built other decks in code conforming locations. 3. Town Law X267-b(3)(b)(3). The variance(s) granted herein are mathematically substantial, representing 100% relief from the code for the "as- built" pool's non-conforming side yard location. The variance granted for the dwelling's bluff setback is mathematically representing 28% relief from the code. The variance requested for the . "as-built"deck's side yard setback would represent 74%relief from the code. However,the dwelling legally exists at 72 feet from the top of the bluff and the "as-built" pool is only partially located in a side yard and has a substantial side yard setback. - 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief for the dwelling's bluff setback and the "as-built" pool's partial side yard location is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated dwelling and pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Grant of the requested relief for the "as-built" deck is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a deck while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT the variances as applied for the"as-built"pool and the dwelling's bluff setback, and shown on the Architectural plans prepared by Studio Cicetti,Architect,labeled S-1 &2; AE 100-102; 200-203;A 100-103;200- 203, dated May 27, 2015; and a site plan stamped by Vincent Guadiello, dated July 26,2016; and the survey by Nathan Taft,LLS dated July 31, 1997 and last updated June 24,2016 DENY as applied for the"as-built" deck side yard setback. SUBJECT TO THE FOLLOWING CONDITIONS: 1)The non-conforming"as-built" deck must be removed before a building permit is issued. 2)The entire property must meet chapter 236 of the Storm Water Management Code. 3)The pool may not be enlarged further into the non-conforming side yard. z That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before,the Zoning Board of Appeals. Pagel 4,October 20,2016 #6986,Aksdlrad SCTM No. 111-9-6.4 Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Horning, Schneider(Member Goehringer not present). This Resolution was duly,adopted (4-0). o < Les e Kanes eisman, Chairperson Approved for filing/G/ Q/ /2016 BOARD MEMBERS OF say Southold Town Hall Leslie Kanes Weisman,Chairpersons rHrJ 53095 Main Road o P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning % `� Y® 54375 Main Road(at Youngs Avenue) enneth Schneider � COMMCSouthold,NY 11971� I http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOgJTHOLD Tel.(631)765-1809•Fax(631)765-9064 December 20,2016 i Robert Herrmann En-Consultants 1319 North Sea Road j Southampton,NY 11968 RE: Request for De Minimus determination Akselrad#6986,4125 Nassau Point Road,Cutchogue i Dear Mr.Herrmann; I have reviewed your letter dated December 4,2016 requesting a de minimus determination in the above referenced Zoning Board of Appeals decision in which you propose to remove the wood deck as required by this Board in our decision,but construct attached wood steps and landing having a side yard setback of less than the permitted 15 feet and add an attached raised 6 ft.x 27 ft. patio, as shown on your site plan prepared by Vincent Gaudiello,P.E., last revised November 8, 2016. Based upon the information provided,I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created,and the intent of the original ZBA decision will not be altered. Please contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Sine yr esl�eKan/es Weisman Chairperson CC: Michael Verity, Chief Building Inspector r� Sdott,A. Mussell ,��°su '�� STOIRMWARTIER. SUPERVISOR MANAGEMENT SOU j,HOLD TOWN HALL-P.O.Boz 1179 v' Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 ATown of Southold 01 Fri 0 � CHAPTER 236 - STORMWATER MANAGEME ORK SHEET - 117 3 X JAN 11?1� 2017 (TO BE COMPLETED BY THE APPLICANT ) ; rte- := if DOES TMS PION INVOLVE ANY OF THE F UFHO1LD Ye. o (CHECK ALL THAT APPLY} 03 A. Clearing, grubbing, grading or stripping of land which affects more ! than 5,000 square feet of ground surface. ® B. Excavation or filling involving-more than 200 cubic yards of material ff1 I! within any parcel or any contiguous area. 0 ; C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal j erosion hazard area. I ❑ a E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management ! Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. _ If you answered NO to all of the-questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. pi If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan E �t� 10 M T C. . . 00 i and a completed Check List Form to the Building Department with your Building Permit Application. - �: ! APPLI> Prof t na (Property O��ner,Design l,Agent,Contractor,Other) S. Du 00 NAM 9kUE>1Q (alb*l Alert a4 PG 111-Do 9q.00 «)6.®Or{ jIt Section Block Lot �� pp o"^�(� PA l� FOR BUILDING DEPARTMENT USE ONLY j Cont acilnformaLon ��p. p"( J. �"1GV Reviewed By: { I - - r- - — — — — — — — — — — — — { � ! Date:- ProG,�ert Address /Location of Construction Work: f — — — — — — — — — — — — — — — i (+ ` QX's ?.pprox ed for processing Building Permit. k.j ! ormwater Management Control Plan Not Required.— — — — — — — — — — — — — A/'/ a /� ��9� I j Storm-,vater Management Control Plan is Required. 1 j El (Foiivard to Engineering Department for Review.) I� FO1. RK:;; SMCP-TOS MAY 2014 .:i rj APPLICANT- S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) dID Ir N6'L1SSA C-11c" 111.60 61.00 006.004 Stormwater Management Control Plan CHECK LIST NAME, d10 CICEft we.ep,mNWW PC section Block Lot o z S M_ C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing ��g•g�S•WfcA 12.. 11.'.10L6 all Information that,has been Required by the following Checklistl Telephone Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. ✓ c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ✓ EROSION &SEE)IMENT e. Limits of Clearing & Area of Proposed Land Disturbance. ✓ 0� LS f. Existing& Proposed Contours of the Site (Minimum z Intervals) ✓ s limited to: g. Location of all existing& proposed structures, roads, Wife oin cti t driveways,sidewalks, drainage improvements& utilities. 0� i encing, sta i z h. Spot Grades& Finish Floor Elevations for all existing& exposed and/or in proposed structures. 1. Location of proposed Swimming Pool and discharge ring. ✓ �� '. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). (-] I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. O0 INSPECTIONS ARE RE 2. Stormwater Management Control Plan must include Calculations showing Contact TOS Engineering at 765-1560 before that the stormwater improvements are sized to capture,store,and Infiltrate Backfill, OR Provide Engineer's Certification on-site the run-off from all impervious surfaces generated by a two V)inch y that the drainage has rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. ✓ b. Construction Entrance&Site Access. 0 C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins swales,etc.) r****FOR ENGINEE ING D PARVT' 7 NLY* Additional Information is Requil-ed ^- -- Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — r.77 %1u. _. ..... . _A.._..r. .. _ � Maita ,e Plan - Storm al& ent Control is Complete. — J Uate: SMCP has been approved by the Engineering Department.} FORM # SWCP Check List-TOS MAY 2014 all ®r S_ 54 Town H2Mai11 Annex Road Telephone(631)765-1802 375 n P.O.Box 1179 ro er.richert tfo A 3l}765 5 Wus Southold,NY 11971-0959 QUM 0) 199f�O v OCT - 5 2017 BUILDING DEPARTMENT TO%W OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION IDUMDINGDEPT. TOWN OF SOLTIMOLD REQUESTED By, e7 'Sc'uee' Date: I Company Name: G-Ts E�c4nZ� Ll(, C- Name: ce-(Xi S61 t"Ct- License No.: _qF 3� Address: _rr)01_4_\V�RJ AA a_-4F+L,,ck 0 C( :!�-a— Phone No.: JOBSITE INFORMATION: . (*Indicates required information) *Name: FC4, S u's ae-" S e- raw *Address: Z.'; _JG SSrk 62 ZZ 3-5- *Cross Street: P_�Ilc- -d *Phone No.: Permit No.: 3 00 Tax-Map District: 1000 Section: _I 11, o 0 Block: O 102 Lot:. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 3 50 {Please Circle All That Apply) *19 job,ready for inspeution: F1ONO Rough In Final *Do you need a Temp Certificate: YES-)NO Ternp Information(If needed) *Service Size: 1 Plias 3Phase 100 150 200 300 350 (f40_0_ Other *New Service: Re-conn ec(Un�ergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION A- eLe, qvi5 _T r Inspection Form 82-Request SO(/lyo� BUILDING DEPARTMENT TOWN-OVSOUTHOLD -Town,Ha'll-Anhex-54375•MW Road's P.O.Box 1179 a Southold,NY 11971-0959 ����UHIt,'` Telephone(631)765-1802•Fax(631)76P.9502 ` Date W ,20LZ— - Number of Meters. Temporary,Certificate Size- L{•? 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'� �f �'-+`fit � •, f � �„ y 1 ! y 4.7 • t t � -F t x; T i w A , r „w t # e xd s f #4 At a a n m t A' • 1� ' `Y lZ ,. sw al tl 7- � / / ? Ike P w � in»:. v., ask• � , � � < A �„�.,� _'� 1 'r'.d'b s� e '��.. -A y Ix ' S' ell { e#f 1 kt� r sk a , ' t � •K "k s ai , � � r T; h r. . rl .. .. apa t �" a r.� t� �.,. 5 ri F r _ t�` < ,y ` '� ,�9"• a a,• 4 f .3 t, � wf'e aN Y s(iy �n�•, t '.� n� � f i � � .,R � � \i 4� t. � �. �S3'�""" �. �f'�yryr 'fes !y � ��: Y,,, , a .+�� � "" �U•..� aR � , r �'7 ,�; :hat' �' to � ':C +.+� 4 ��•� t , r. d J ',. R S u a e i i T f .M } v studio Cicetti pc a,rc+,W-&c4- I pltiologra�lti�r 27 May 2016 Mr. Michael Verity ,Chief Building Inspector Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: 4125 Nassau Point Road, Cutchogue, NY Dear Mike, Enclosed, please find our submission to the Building Department for the above-mentioned property. The work being proposed necessitates that we go to the Town Trustees, the Zoning Board of Appeals, and the DEC. We need to obtain a "Notice of Disapproval' in order to proceed with the project. This submission includes: 1. Notarized application form. 2. (2) copies of - Proposed Site Plan (clearly delineates the scope of work) 3. (2) copies of - Proposed Demolition Plans 4. (2) copies of - Proposed Floor Plans 481 Va.w 13r"4,f- Stru*, SUW 70, 13r&&k.Lyw, Near Yo-rk, 11231 (vw) 718.687 0450 (f) 347 342.3178 (�) ktv,& & r r Hi @g W abb co vw 5. (2) copies of - Proposed Exterior Elevations Thank you for your assistance in this matter. If you have any questions, please feel free to contact me. Sincerely, Asli Erdem Melissa Cicetti Page 2 1 studio Cicetti pc architect I photographer 6 June 2016 Mr. Michael Verity Chief Building Inspector Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE. 4125 Nassau Point Road, Cutchogue, NY �wK7e54_* Dear Mike, •/' � � „f 1V Enclosed, please find another copy of the permit application for our submission to the Building Department for the above-mentioned property. The work being proposed necessitates that we go to the Town Trustees, the Zoning Board of Appeals, and the DEC. We need to obtain a "Notice of Disapproval" in order to proceed with the project This submission includes: 1. Notarized application form. Thank you for your assistance in this matter. If you have any questions, please feel free to contact me. Sincerely, IJOAPrl-z� cetti 481 Van Brunt Street, Suite 7C, Brooklyn, New York 11231 (m) 718 687 0450 (f) 347 342 3178 (e) studiocicetti@gmail corn Nunemaker, Amanda From: asli <pepittois@gmail.com> Sent: Tuesday,June 14, 2016 11:36 AM To: Nunemaker,Amanda Cc: Melissa Cicetti; Micah Stroup Subject: Re:4125 Nassau Point Road - Filing Attachments: 2016_06_14 - Plan Sketch.pdf Hi Amanda, I did an analysis of the existing grade with regards to the definition for "story above grade". Please see attached plan which shows the locations on the perimeter where the finished ground falls lower than 6 feet below the finished floor elevation. Total building perimeter where finished floor is MORE than 6 feet above finished ground level= 113' 2 �7 Total building perimeter where finished floor is LESS than 6 feet above finished ground level=214' 3 Z,�l �e 1 So, as per my calculation, the first floor is more than 6 feet above the finished ground level for less than 50°10 of the total building perimeter. This would mean that the basement should not be considered as a story above grade and the total proposed stories should be 2. Please review and let me know if I have misunderstood or overlooked any other circumstances which would trigger the basement to be considered a "story above grade". I am in the office if you'd like to discuss further. Best, As1:Ercerr: Studio Cicetti Architect PC,(o)718 875 1460 »81 bur fir:rt�t_-xe%Su-,-K' Mooklyn.Ncw York 11231 On Tue, Jun 14, 2016 at 10:36 AM,Nunemaker, Amanda<Amanda.Nunemaker cr town.southold.ny.us> wrote: Asl i, Please find the definition per NYS Code for"story above grade." If you have any questions, please let me know. Amanda studio Cicetti pc - architect I photographer June 20, 2016 Mr. Michael Verity D Chief Building Inspector Building Department JUN 2 3 2016 Town Hall Annex Building 54375 Route 25 BUILDING DEpr. P.O. Box 1179 TOWN OF SOUTHOLD Southold, NY 11971 RE. 4125 Nassau Point Road, Cutchogue, NY Dear Mr. Verity, In order for the Building Department to issue a Rejection Letter for the above referenced property, Amanda Nunemaker has requested that we certify that the basement level of the residential building on 4125 Nassau Point Road is not a "story above grade" as defined in the 2010 Residential Code of New York State. Specifically, the New York State Residential Code defines a basement as a story where the finished surface of the floor above the basement is more than 6 feet above the finished ground level for more than 50 percent of the total building perimeter. The total building perimeter of the house is more than 327 feet. Of this total, less than 113 feet is located more than 6 feet above finished ground level, which is less than 35% of the total. Therefore, the finished surface of the floor above the basement that is more than 6 feet above the finished ground level is less than 50% of the total building perimeter. In addition, at no point is the finished surface of the floor above the basement more than 12 feet above the finished ground level.. Accordingly,we certify that the basement level of the residential building on 4125 Nassau Point Road is not a "story above grade" as defined in the 2010 Residential Code of New York State In addition, we request that the Building Department promptly issue the Letter of Rejection so that we may commence the filing of a variance.Thank you for your attention to this matter Best, D A1�L, 0.4 N 9j �3673A OQ' FOF N '� Melissa Cicetti 481 Van Brunt Street, Suite 7C, Brooklyn, New York 11231 (m) 718 687 0450 (f) 347 342 3178 (e) studiocicetti@g mail com MD SVraY Foam Logics D LProposal JAN 1 7 2018 PO Box 408 , Mastic,14Y IL1958 PROPOSAL Phone 633L-742-9936 TOIW14 OF SCUMOLD DATE: License # 49874-H ��� 4/-- To YJ For q ) 5AL) 0-1-w 06 DESCRIPTION HOURS RATE AMOUNT 0�e, a-- I� u,)ACV 5 P fry,n6A- apwl 7 ����� col' TOTAL Make all checks fvya6le to Spray Foam LoSk% Total due in 15 clays. Over-due accouWS Subject to a service charge of 1"A per month. - Thak you for your business! .c-a,}i' 'fig!:: .• .x.=���.. "��.' .��,^'�G�`"-t r'$ -����i .4'R:3 j�r'y�' YY..JJ..� �/ _ _�_p- _ y.��•C¢+�'�,,, .�y?���.-� •w� •� `.�: � w �� � $s .'{.'i 53:�^w�y, Q �n - �s�a'"r �s, �'�a _ t��✓ia 4�+.� �� 1,.. X+'"�h�y,+. ye�t���y4wr, Nr"'1¢,� ,���iJ��.?yr�� '14�"• .A$Y•4�k��, - - �` G .�Av'&.P�Ce. - taf.`b.«{'-'✓ "`{C'R •4C' fL. ��-',r-ars+t'.�"�±.. � .Y ,o699-y 20' „M_ ..M . Acc_ I la P _�YU �� �' Certificate Number },:fe4 y^.�,.Ev,G+i+..�g 02/3.4/2 9i403.44/zo38 ,. •: ,,,_ F--r� Sy"" , - Certificate=Period` -� � uadFoam� z.o :2 Ib Closed Ce' .II . = . _ w ERr :� _ 7 n �... P:,��•as:- �. Certified sp:ray-app .1e, , Rigg o_ uret : ane tat Y Foam 's stem UL 28`18-zo13-G6ld.Standard•for.,Chemical-E`missions for Building Materials,.Firiishesnnd Furriisk5ings wall finishes_are deteririinedcompliantirraccordancewithCalifomiaDepartmentofPublicHeaith(CDPH);Standard'Meth'od,Vs.s.-2oiousing.aClassrdomEnVironment-withan,airchange of W:8 hr" nd'aloadingof, gi;:6omz.;and,Wallfinishe",aredeter'-inedcompliant'in;acco_rdance'withCaliforniaDepartmentofPublic Health,_(CDPH)StandardMethodVi:i-=.ousinganOffice Environmentwitli;anair thangeofo.6&hr, and,a- s loading of 33.40 mz: Product testedinaccordancewith,UL29i%tieft meihod'tqshow cornpliance to emission limlts on UI:28ig.Section 7.i and 7.2. Envirdnment �"aa ULErivironmeritlmrestigote'drepmsentati✓esamAfesafUreldenUfiedAroduct(s)totheTden> ed5fondanf(s)orotherregair¢meiincicoidaneiwiththeagr`eemefiffandankapplitd6leprogra�nservicefer .pletebehveenUtfnvimnmeMaadth¢ cafe Ho(dei(co!(ectively,Agreement� „_.._. .. - _..___ ..«,.a::.t..,,,,:.r...n.,.e....r.+......::.a.,,+.ro.i,..:n: ....r.,:w...<;..r..,mo,=✓th�rh.rarraao��.rJnn,�nntnn':v.7rbihorvrmcofeheiloreemenG,ThiiCemfcoteisv6tlitforfheide�rofieddatesun(esstherrisrion-camnf7oncewfth; GREENGUARD Gold Certification Criteria for Building Products and-.Interior Finishes 1___.M,��.._.,...,._..,_-...�.._.._ r-.._>..,�..._.__._,� .�_._.__ ,.._t.,_ .�,.__•__.,_ -- ,Maximum Allowable__ ....-. T .�... .._ b Criteria `w CAS Number Predicted ConcentrationUnits NOC'(A)_ - 0.22_ mg/m3__ ! Formaldehyde _ ^~~50-00-0. ? 9(7;3 PPb) 4g/m3 ; Total Aldehydes(a) _; - u„mµ0.043 _ PPM _T „ �4-Phenylcycl6hexene 4994-16-5 ` 6'' µg/m3.._. F Particle Matter less than 10µm c4 _20.w____._�_ _ r µglm3�_.. _ 1-Methyl-2-pyrrolidinone(D)Y„ I_ 872-50-4 _ 160 w µg/m3 ~ 3./2 CREL M Individual VOCs(E) or - I i/sooth TLV i (A) Defined to'be'the total response of measured VOCs falling within the C6—as range,with responses calibrated to toluene surrogate. Maximum= allowable predicted TVOC concentrations for GREENGUARD Gold(0.22 mg/m3)fall in the range of OS mg/m3or less,as specified in CDPH Standard Method.v1.1. (a) The sum of all measured normal aldehydes from formaidehyde'through nonanal,plus benzaldehyde,individually calibrated to a compound specific standard.Heptanal through nonanal.are measured via TD/GC/MS analysis and the remaining aldehydes are measured using HPLC/uv analysis.- (c) Particle emission requirement only.applicable to HVAC Duct Products,with exposed surface area in air streams(a forced airtest with'specific test method)and for wood finishing(sanding)systems. (D) Based on the CA Prop 65 Maximum Allowable Dose Level for inhalation of 3,200 gg/day and an inhalation rate of 20 m3/day (6) Allowable levels for chemicals not listed are derived from the lower of 1/2 the California Office of Environmental Health Hazard Assessment(OEHHA) Chronic Reference'Exposure Level(CREL)as-required per the CDPH/EHLB/Standard Method v1.1 and BIFMA level credit 7.6.2 and 1/10bth of the Threshold Limit Value(TLV)industrial work place standard(Reference:American Conference of Govemment Industrial Hygienists,6500 Glenway, Building D-7,and Cincinnati,01-1452114438). I e p { I�ppq�p�� /¢�a��qr R�anvi ion l 1+l nt UL Environ`meniirwesUgatedrepresentativesalnplesoftheidenbfiedProductfs)tatheidentiLriedstandard(s)orotherrequirementsinaccordance'wrththe agreemenlsendanyapplicableprogmmservirefeimsinpfaceb¢hveenULFntironmenlandtheCerti/ica2eHofder(to((ectivefy'Agreement). .. .... . . --.— o,..d....r.,.:.....r....:....1...,t.- —d ocfRonn,f r nrrnninnrowahrharprmsoftheAoreementThis CertiRcateisvaidfartheidenGfeddatesunfessthemismn•compkrrcewith ti T general note all orawings specifications,plans,ideas,arrangements,and designs represented o•refered to are the oropery of and owned by studio Gicett architect pc whetner the project to wh;ch tnsy are prepared is executed or not they are created, ''--EXISTING FOOTNC evolved developed,and produced solely for use on and n cotinecvon with this project and none or the above may be z 2'-6'%2'-6' disclosed or gran to or used by any Person,frm or ;a,poraaon for any use or purpose whatsoever,except upon the written permission and d rection of studio architect, DaSTING FOOBN 7-6"X 7-6"F -6" oG L�J L J rro KHAN TM.(4) -�r�(� �❑� �� r � no date submission •, ° I L J L J L J L�J 7 7 2016 ZONING BOARD OF APPEALS - - - - - - - - - - - - - � • i i I E%tSTING PEI6WSTRIP I �FOOIINC 7-6"'WE TO REYNiR - -rFflj � I - - - - - - - - - - - - - LJ LLJ I I - - - — � I a I I I I • .a I I ° - I — — —� I EIOSTORG SLAB ON CRME I I CIVIL ENGINEER VINCENT GAUDIELLO,PE �BASFlIENT REVEL I I THE RAYNOR GROUP,P E &L S PLLC 860 MONTAUK HIGHWAY WATER MILL,NEW YORK 11976 631-726-7600 ! MEP ENGINEERNINO - • - ° I • II DANTONIO,PE IO CONSULTING ENGINEERS 30W WAUKENA AVENUE OCEANSIDE, NY 11572 516 594 4284 II STRUCTURAL ENGINEER T — — — — — — EVAN I I I I D 6 JAY STREET FI-3 E. • I I 3 I I .I I NEW YORK,M'10013 917 689 0301 FILING CONSULTANT EN CONSULTANTS • 1319 NORTH SEA ROAD SOUTHAMPTON,NY 11968 631 2B36360 studio cicetti architect pc 172 beard street,brooklyn,ny 11231 718 875 1460 EXi5iMG9A80NGRADE� I I I I I PRIVATE RESIDENCE I �FlRST FLOOR LEY! I I I I I 4125 Nassau Point Rd Cutchogue,NY 11935 EXISTT%t SLQ ON GUM FlRST FLOOR LEVU I I FOUNDATION PLAN • I I i I I ` I I EXISTING i I I E L — J Bldg Dept copy from ZBA — — — — — — — — — — L - - - - - - - - - - - - - - J reviewed �ments aW2 May 27 2015 ZBA File eiO txowntW 07-201MS I —•� Date: °/a-6 /�.� d�„�r AE Ms L— — — — — — — — d—rig oy MC d—rig ro S-1 .00 FOUNDATION PLAN - EXISTING catl F�rw scat t!••.-o' ©copyright studio Clceri architect pc general note NEN 1WI14G DDSTING FOOTIN all drawings,specificabons,plans,ideas,arrangements,and desgZ'-6"X Y-fi \ 2-fi'%2'-6• which s represented re is t are the property a of re \\\\ 10 REYAPI TIP (�) nd owned by studio Qcefi archRed pc whetter the protect to �� —=. ��— — F- 7 which they+are preparetl is ezeaited or not above are created, ��11''''11 e✓.d developed,and prodiced solely for use on and n oonnecnon wtlh his or ust and none o'the a rm. may be L J L - - - - - - - - - - - L J L J L J L Il—I diedoSad nr o r an t�a or pu oy any parson,er,1,dr corporation for any use or d rouse whatsoever,ett architect upon J I I — — i I the written permwon and d 2oboi of sttdio Gcett architect Go no date submission E E%6TING PER METER STRIP 772016 ZONING BOARD OF APPEALS — �FOOTV7G 7-6.VIM TO REYAN I- - - - - - - - - - - - - � -71 LTJ I I - - - - - - - - - - - - - - - - - -� LJ LJ I ° I I ° . • I I I I •. I I ° I I p" I i I I SLAB ON GRADE I EIbSTING7MSUNG LEVEL I ° I I L - - - - - - - - - - - - • ° I I CIVIL ENGINEER VINCENT GAUDIELLO,PE THE RAYNOR GROUP,P E &L S PLLC 860 MONTAUK HIGHWAY ° WATER MILL,NEN!YORK 11975 631-726-7600 MEP ENGINEER NINOCONSULTING D'ANG ENGINE PE I I I D'ANTONIO CONSULTING ENGINEERS 30 W WAUKENA AVENUE —•— OCEANSIDE,NY GINE 516 594 4284 I I— I • I I STRUCTURAL ENGINEER I EVAN AKSELRAD,PE 16 JAY STREET FL3 NEW YORK,NY 10013 917"689 0301 NEN STRIP FOOLING 2-G NIDE I I I I FILING CONSULTANT EN CONSULTANTS 1319 NORTH SEA ROAD a I DUSTING SLAB ON CRADE I SOUTHAMPTON,NY 11968 631 2835360 I �BASEIIENT LEVEL studio cicetti architect pc 172 heard street brooklyn,ny 11231 718 875 1450 �EXISDNC SUB ON GRADE \\\` Txga-t a l I I PRIVATE RESIDENCE • I i I I I I 4125 Nassau Point Rd,Cutchogue NY 11935 I L - - - - - - - - - - - J I I i I • I I L - - - - - - -� I FOUNDATION PLAN F - - - - - - - - - - - - - - - - - - - - PROPOSED I ' I I NEN SLAB ON CRADEcrop May 27,2015 I FlRST FLOOR LEVEL NEW SSP FOOTING sul&rg�an.r 2'-6 wOE paztro 07-2015 \\ draovn o,- AE,MS — — — — — — — — — — — •• I Bldg Dept copy from ZBA .by MC Final reviewe��i�gylfinentsZBA - - — — — — — — — — — — — — � Date:1 e# (� OLD S_2.00 .24N TION PIAN - PROPOSED Date: O/ / � �dNpro ©copyright studio Ciceth architect pc r 4 t5 �• 10" general note 2Q 3s'-OJ� B-ez � all drawnn�,sperficahons,plzns,ideas,anangerrran5,and designs rep•esenteo o•refered to are the property of antl ` owned by studio C� b architect pc wnether the p•olect fc —$a 4 41 -11—&-R--1 Fr rr-fir— � which tnsy are p"pared is executed or not tr 2 are created, _ £u 4 volved develoced,and produced solely for use on and n _—_—_____ —�I P--IL l..4— 1 t> connection with this pvlect and none of the above may be Zdisclosed or given to or used by any Derson firm,or corporation for any use or curpose whatsoever,except upon Il 111 1 _JLL�!IL EL L A Il— he written permwon anc directors of studio Clcett architect PCII V, no date submission I I InnuIIII II II DECK ABOVE C LOSET +t m � 7.7.2016 ZONING BOARDOFAPPrALS H ACODENSERS BEDROOM ORCH MECH.RM. MECH. FAMILY ROOM BEDROOM e-Q STORAGE ROOM � HALL I 1 II - CLOSET I t CIVIL ENGINEER VINCENT GAUDIELLO,PE THE RAYNOR GROUP,P.E.&LS PLLC BATH 860 MONTAUK HIGHWAY WATER MILL,NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO,PE I I D'ANTONIO CONSULTING ENGINEERS I I 30 W WAUKENA AVENUE I rr OCEANSIDE,NY 11572 516 594 4284 I t ii y O STRUCTURAL ENGINEER yy I p EVAN AKSELRAD,PE 16 JAY STREET FL3 I I +� t NEW YORK,NY 1 013 917 689 0301 I I FILING CONSULTANT I I I EN CONSULTANTS I 1319 NORTH SEA ROAD I ± \ SOUTHAMPTON NY 11968 631 2835360 I I I studio cicetti architect pc I ' 172 beard street brooklyn,ny 11231 718 875 1460 I I I 1 protect PRIVATE RESIDENCE I I 4125 Nassau Point Rd,Cutchogue NY 11935 I I I I I I I CELLAR FLOOR PLAN I I EXISTING CONDITIONS ----------------------------------� L----------------------J s Ia.g,aUo dat� May 27,2015 Ixo�,ctro 07-2015 AE 25'-103" is'_z• 72._0., ,7•_g;' aec'sec tg MC 70'-7' Bldg Dept copy from ZBA y"° Final reviewgi4ypents AE-100.00 ZBA Fie# �� 1 CELLAR FLOOR PLAN - EXISTING CONDITIONS NORTH /�� SOIL 1/f.Yd AE-100-PLANS of 14 Q copyright studio Ctcetti architect pc general note all drawings,specifications and designs represented or referred to are the property of and 16-0, 29_91. 64._x. I owned fry studio Creth archRed pc whetner the project for which they are prepared is exeduted cr not.tney are created, \ evolved,developed,and prmuced solely for use on anc it connection wth this project and nore o the above may be disclosedsclosed rr grven tc or used Dy any person firm,a \ \ corporation for any use or purpose whasoever,except upon the written cmss�on and direction of studio C;ICeM archrect er PC \ no date submission \ 7.72016 ZONING BOARD OFAPPEALS EX DECK a EX DECK EX DINING ( 5' 54. 55 \ EX LIVING ROOM EX BEDROOM EX.BEDROOM Oe j 56 U? EX.KITCHEN \ 6 91 I 57 58 J , CLOSET CLOSET oN 1 EX.ENTRY L I CIVIL ENGINEER VINCENT GAUDIELLO,PE THE RAYNOR GROUP,P E E L S PLLC 860 MONTAUK HIGHWAY EX MUDROOM tie WATER MILL NEW YORK 11976 631-726-7600 EX.BATH EX.BATH 59 MEP ENGINEER NINO D'ANTONIO,PE EXIST. D'ANTONIO CONSULTING ENGINEERS ECH RM I v I OCESOW WAUKENA AVENUE E .PORGH � � ❑ OCEANSIDE,NY 11572 516 594 4284 STRUCTURAL ENGINEER �J 60' EVAN AKS ELRAD,PE 16 JAY STREET FL3 —1-1— NEW YORK,NY 10013 917 689 0301 U- FILING CONSULTANT i i \ EN CONSULTANTS i EX.BAT 1319 NORTH SEA ROAD 61• SOUTHAMPTON,NY 11968 631 2835360 \ \ studio cicetti architect pc EX.GARAGE 172 beard street,brooklyn,ny 11231 718 875 1460 6: i I � mea i I PRIVATE RESIDENCE I i � 67• i I EX.BEDROOM \ 4125 Nassau Point Rd Cutchogue,NY 11935 i I FIRST FLOOR PLAN 6 \ EXISTING CONDITIONS j —_ _ MaY 27,2015 \ \-T- pro=m 07-2015 a-,x AE,MS 17- n'-n Bldg Dept copy from ZBA cep MC oraura ro Final ! r�+ie � doc mentsd ZBA Fi/ q AE-101 .00Date9/ FIRST FLOOR PLAN — EXISTING CONDITIONS NORTH AE-100 - swr.ur•r.a' AE-100 PLANS . of 14 ©copyright studio Ciceth architect pc general note all drawings,speccatons,plans,ideas,arrangements,and aa'-Y designs represented or referred to are the property of and Czath 35-31' 33.-31- owned h chhy sa e o is exectuted orinot[etiLr he are projcreated, e/ prepared ef' evolved,developed,and proauced solely for use on anc it connection with this oroact and rcne o`the above may be disclosed or gwen to or used by any person,fire,or corporation far any LSe or purpose Whatsoever,except upon the vmlen permiss on and d remon of sLd�o Clcetl archrect PC no date submission 772016 ZONING BOARD OF APPEALS I I _ I CIVIL ENGINEER VINCENT GAUDIELLO,PE THE RAYNOR GROUP,P E &LS PLLC I 860 MONTAUK HIGHWAY WATER MILL NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO,PE D'ANTONIO CONSULTING ENGINEERS 3OW WAUKENA AVENUE OCEANSIDE,NY 11572 516 594 4284 STRUCTURAL ENGINEER EVAN AKSELRAD,PE 16 JAY STREET FL3 NEW YORK,NY 10013 917 689 0301 FlUNG CONSULTANT EN CONSULTANTS 1319 NORTH SFS.ROAD SOUTHAMPTON,NY 11968 531 2836360 studio cicetti architect pc 172 beard street,brookyn,ny 11231 718 875 1450 pll, t PRIVATE RESIDENCE i 4125 Nassau Point Rd Cutchague,NY 11935 ROOF PLAN EXISTING CONDITIONS sial a sgwtux ca^. May 27,2015 ZL- I "A Z/ AE,MS CILi'k.J. MC Bldg Dept copy from ZBA ��na Final reviewgd,dcu AE-102.00 z2'-f 17 �j I Spments ZBA File# Date: (Q/ / %1' tROOF PLAN - EXISTING CONDITIONS NORTH AEAE-00_PLANS of 14 � ©copyright studio Cicett architect pc • 63'-30:" ` ' general note LEGEND, all drawings,specifications,plans,ideas,arrangemerts,and 29-10" t 34-o+ designs represented or raferad to are She property or and A ` ,El EXIsTINC EXTERIOR WAUS owneo by studio Gceo a chtect pc whether the project for which tney are prepared is executed or not they are created, evolved,developed,and produced solely fo�use cn ono n ® NEW PARTITIONS connection with,this protect and none o the abme may be 14 disclosed-given to or used oy any person,firm,or e I corporation for any use or purpose whatsoever,except upon the written pennrston and d rechoh of studio Gce1 architect RW no date submission StMt. 16 R II R \ 772016 ZONING BOARD OF APPEALS y I VR-c — I to r Raaf RTF SK I t n aaACE A-203 / CIVIL ENGINEER VINCENT GAUDIELLO PE &L 5 PLLC 60 MONTAUK HIGHWAY / OSET • �' WATER MILL NEW YORK 11976 631-726-7500 r / MEP ENGINEER NINO D'ANTONIO,PE / D'ANTONIO CONSULTING ENGINEERS 30 W.WAUKENA AVENUE OCEANSIDE,NY 11572 516 594 4284 / / 7 STRUCTURAL ENGINEER EVAN D 16 JAY STREET FL3F NEW YORK,NY 10013 917 689 0301 FILING CONSULTANT EN CONSULTANTS 3 9 NORTH SEA ROAD SOUTHAMPTON NY 11968 631 2835360 m I o 1 studio cicetti architect pc 172 beard street,br00%,n,ny 11231 718 875 1450 cro,ect PRIVATE RESIDENCE 4125 Nassau Point Rd,Cutchogue,NY 11935 t CELLAR FLOOR PLAN PROPOSED .'j a de May 27,2015 t mlectm 07-2015 p-2W prawn or- AE,MS c"a"oy MC \ '=B 24-3.- z2•_5. t2_3j- A-1 00.00 CELLAR FEOOR PLAN - PROPOSED NORTH � 1 1 ry.:r d Cdtl no A-BASE PLAN 6-of 14 ©copyright studio C3cett architect pc general note LEGEND all drawings,specifications,plans,Ideas,arrangements,and designs represented or referred to are the property of and 1 ED EXISTING EXTERIOR WALLS owned by studio Clcettl architect pc,whether the project for 66'-7' _ which they are prepared Is executed or not.they are created, 50'-0" 16'-7 evolved,developed,and produced solely for use on and In ® NEW PARTITIONS connection with this project and none of the above may be disclosed or given to or used by any person,firm,or corporation for any use or purpose whatsoever,except upon the written permission and direction of studio Clcettl architect PC I� no date submission tt2 epxC ROOM 772016 ZONING BOARD OF APPEALS EF � 111 tMNC ROOM n N i 1 - ox --- ry i I 0 I I I WF40 i � toe EoleooY _—J \\ IY ' I DW 113 IKITCHEN 3L — ' \ — II ' I ——————————- -- -------------- TC -------J---- ----------- 101 ENTRY II 108 CLOSET T C REF A l A r A-203 Ij— I I -J IOZ IOILLWAY 103 pOWOER RY _ Ovx ,E) CIVIL ENGINEER VINCENT GAUDIELLO,PE CT ua DR __ THE RAYNOR GROUP,P E 8 L S PLLC 850 MONTAUK HIGHWAY WATER MILL,NEW YORK 11976 631-726-7600 115 OWOE ROOM L——7 120 STNR // � MEP ENGINEER NINO D'ANTONIO,PE N > \ I — D'ANTONIO CONSULTING ENGINEERS \ I IOJ BATHROOM 30 W WAUKENA AVENUE \ I OCEANSIDE,NY 11572 516 594 4284 (A-121 7 WC �9t ua - ------J \\ sit STRUCTURAL ENGINEER EVAN AKSELRAD,PE 16 JAY STREET FL3 D w I 117 YUD ROOu 118 MECH RY ,/'N NEW YORK,NY 10013 917 689 0301 "}`+/I I I FILING CONSULTANT EN CONSULTANTS \ I / I I 1319 NORTH SEA ROAD 116 NO RM - I O 11 LOSET SOUTHAMPTON,NY 11968 631 2B3 6360 _ I II 21 NTRY P TIO 105 BATHROOM studio cicetti architect pc 172 beard street,brooklyn,ny 11231 718 875 1460 - I � LI E C 15'SETBACK project l04 BEoltooM PRIVATE RESIDENCE z _ z a A 204 4125 Nassau Point Rd,Cutchogue,NY 11935 1e E FIRST FLOOR PLAN PROPOSED I I � seal 6 signature data May 27 2015 project no 07-2015 drawn by AE MS checked by MC FIRST FLOOR PLAN - PROPOSED - - A-zoo Bldg Dcpt Copy from ZBA d`a"'"ng"° Rmll F®Viewed documents 28A File A' 01 .00 # G29$ NORTH , jW D/ -61 24'-33' 2T-5' 17-3j' cad fle no A-BASE PLAN 1 7-of 14 Q copyright studio Clcettl architect pc 66-7" general note to-9}' , c- t1' LEGEND: all drawings,specficanons,plans,ideas,arrangements and ' desgns represented o•refered to are the property of and A- owned by studio Cice"u architect pc whetne•the project for p(ISitNG EXTERIOR WALLS which tney are prepared is executed or not they are created, evolved,developed,and prodaced solelv for use on and n ® NEW PARTITIONS oornecnon with tivs project and none o`me above may he disclosed or given to or used by any person,firm,or corporation for anv Use or purpose whatsoever,except upon �Y6 1214 the written Fermisson ane drec6on of studio Cicett architect BT � oc 6__ -I no date submission z a _ 772016 ZONING BOARD OF APPEALS sx r2 7 O R BEOiilflll I I I ■C tz r� � A�qr Roma O � 0 P - 9AWC oSHWFL CML ENGINEER VINCENT GAUDIELLO,PE THE RAYNOR GROUP,P E&LS PLLC 9t A-T03 860 MONTAUK HIGHWAY P14 C TO,ea(m aT WATER MILL,NEW YORK 11976 631-726-7600 0 i � MEP ENGINEER NIND D'ANTONIO,PE 0 2 9 SITYIR + ` D'ANTONIO CONSULTING ENGINEERS- 15 •1C �.�,��„-, 30 W WAUKENA AVENUE R.c 2 g OCEANSIDE,NY 11572 016944284 STRUCTURAL ENGINEER /9/9 EVAN AKSELRAD,FL3 16 JAY STREET FL3 tF� NEW YORK,NY 10013 917 589 0301 FILING CONSULTANT ' I EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON,NY 11968 631 2836360 I � z 3, � studio cicetti architect pc t � 172 beard street,brooWyn,ny 11231 718 875 1460 2 0 2 t � 7 fAgect A-204 j PRIVATE RESIDENCE � � 4125 Nassau Point Rd,Cutchogue NY 11935 I ,��, SECOND FLOOR PLAN I� - } - PROPOSED 19 -� scat S.O�Wre este May 27,2015 aaetro 07-2015 —uy AE,MS Bldg Dept copy from ZBA ch�c_by MC 27'-5„ +7-3J, Find reviewed do�uments 70'-7' ZSA File# A-102.00 NORTH Date:10 / /t�0 �O cae Fee rte SECOND FLOOR PLAN - PROPOSED A-BASE-FLAN. 8-of 14 ©copyright studio Clcett architect pc -T- general note LEGEND: all drawings,specifications,clans,ideas,arrangements and 66-7" designs represented or refered to are the property of and EIOSTING EXTEFSOR WALLS owned by studio Clcett arcnrtect pc,whetter the protect Icr 33'-7i which they are p•epared is exerted or not ley are created, NEW PARTMONS evolved,connecti deon veloped,this and produced a o't for use above and n A-2p2 disclosed or,Even t project Lzeoanp inane p'on z rm. may be g Iry Parson,firm,w -A �_ co poraen for any use n purpose rewhatsoever except upon t— the written permission anp d rectro•t of studio(.tcett architect Do Suok[— �- no date submission 772016 ZONING BOARD OF APPEALS sm t sto FTE i=t:- l I I I M-T ,l I I t l I I I I I I I I II , III f I 0 - t— 1111 r1 t I I f O I r f I l�I�;i { I . it it I! f TTTTT I 11 11 11 I ' 1i I it I I 1 I I 1 1 I 1 1 ' III 'I I I Il 1-1 J 1-11--]1 LiLLIJJJ1-LU- Iii I I i I I + I CIVIL ENGINEER VINCENT GAUDIELLO,PE LU'I ' I I I I I f 1 -1 II I L I I I I I I I II lI I f J �� _ THE RAYNOR GROUP,P E &L S PLLC — I 860 MONTAUK HIGHWAY WATER MILL,NEW YORK 11976 631-726-7600 A-201 �� I I II II i tI lI '4 I{ Ii _ I I I li MEP ENGINEER NINO D'ANTONIO,PE Lull uUL_ DANTONIO CONSULTING ENGINEERS 30 W WAUKENA AVENUE OCEANSIDE,NY 11572 516 594 4284 STRUCTURAL ENGINEER DE 6 JAY STREET FL3 NEW YORK,NY 10013 917 689 0301 FILING CONSULTANT EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON,NY 11968 531 2836350 - _ - - - }}}------ - >— studio cic®iii architect pc 172 beard street,brooktyn,ny 11231 718 875 1460 protect �IL PRIVATE RESIDENCE --4 4125 Nassau Point Rd,Cutchogue NY 11935 _�- ROOF PLAN 3 PROPOSED Bldg Dept copy from ZBA w,&a9 at'. tlate May 27,2015 Final revle a documents ZBA File# j$lo � y AE, RROOF PIAN - PROPOSED Date: L7/ / craven ov AE,MS checked ty MC drin—g no, A-103.00 NORTH 2T-10f` "<s' S` 79-,i!" I catl fife no A-BASE-FLAN 9- Qc copyright studio Coeth architect pc general nate all drawings specifications,plans ideas,arrancemenis ano designs represented o,referred to are the property of ano avvned by studio Cost arcnitect pc whetter the project for which tnay are prepared Is executed or not they are created, -olved,developed,and produced solely for use on and n caviecnon with this protect and none o-the above may be cisclosed or given to o•used by any person,liirn,or corporation for any use or ouroose whatsoever except upon line written permAson and d reohoi of studio Ciceft architect Do no date submission 772016 ZQ\W BOARD D=APPEALS TOP OF ROOF 'T _ _ _ ._ __ -- -- __—_—__--------- ---------- -- CIVIL ENGINEER VINCENT GAUDIELLO,PE .16-n'ASL -- = _— V ` general note all drawings,specifications,plans,Ideas,arrangements,and desgns represented o•refered to are the p'operry of and owned by studio Ocetb archlect pc whetner the project for which tney are prepared Is executed or not they are u eared. -valved,developed,and produced solely for use on arra in connection with this project and none o`the above may be disclosed or given to or isee by any person fire,or dorporabon for any use or purpose whatsoever,except upon the written permission and d repbon of studio Clcett a•chdect tic no date submission 772016 ZONM BOARD OF APPEALS +83-0 ASL TOP or RDer 90 _________——_— —— __ general note all drawings,speclficators,plans,Ideas,arrangements,and des-gns represented o�refered to are the property of and owned by studio Clceth archled pc whether the project for which tney are prepared is executed or not they are created, evolved,developed,and produced soletv for use on Ord In connection with this proecT and none o`the above may be disclosed or giver to or tsed by any person firm,or corporation for any Use or PLroose whatsoever,except upon the written permission anc of re-.hon of studio Clce`t architect 0o n0 date submission 77.2016 ZONING BOARD OF APPEALS 1 +8.1-0'ASL n _ _ TOP OF R00� _ _ --------------------- _—_—____ general note all drawings,specifications,plans Ideas,arrangements,and designs represented or referred to are the property of and owned by studio Ccetti architect pc whether the project for which tney are prepared s executed or not they are created, evolved,developed and produced solely for use on arc n connecton with th s project and none o-the above may be disclosed or given to or used by any person,firrn or corporation for arry use o'oLroose whatsoever,except upon the written permission and d reotion of studio C1cett architect oc no date submission 772016 ZONNG BGARDOFAGPEAI S -M'-0'ASL IOP OF ROOF — CIVIL ENGINEER VINCENT GAUDIELLO PE +78-it'ASL == general rote all drawings,specifications,plans Ideas,arrangements,and designs represented o•referred to are the property of and awned by studio CicEM archAect pc wheher the project fcr whim ney are prepared Is executed or not tey are created, evolved,developed,and produced solelv for use on and n connection with this project and rope o the above may be disclosed or given to or used by arty person firm,or corporation for any use 0'perpose whatsoever,except upon the written permLsson am a rection of studio Clcett architect oc no date submission 527.2016 DOB FILING 772016 ZONING BOARD OF APPEALS — — — — — :9d-4'ASL TOP of ROGF i t I I=frll wl Xf .90 a'aSLI liyII 111 Mm-Pom GF RMr — — — ' sal'-6'ASL I I I I �L aiM OF RA�SEO SAVE, I I Q I 1 it 11 1 ' 11 1 I I L I I I I� �I 1 1 r8I-1G'ASL WOM OF RGGF11 it it 1111 11 1111 11 11 till [ ( It 1 11 11 it I 1 11 If if 11 111 11 111 \\ // _ _ _ W I I CIVIL ENGINEER VINCENT GAUDIELLO,PE Fla-7-,SL 1 II I i I I I 11 t I I 1 11 I I I 1 11 1 if 11 THE RAYNOR GROUP P E&L S PLLC PREP 0 FIN FI,R — 860 MONTAUK HIGHWAY 1 ! WATER MILL,NEW YORK 11976 631-726-7600 I I 1 11 fill 11 1 11 11 1 11 it ill 111 11 11 it 1 1111 11 it 11 111111 111111 ;if IIIIII till 11 11 11 11 i yyyill till 11111I 1 MEP ENGINEER NINO D'ANTONIO,PE ' I I 30 W WAW I� m D'AWA CONSULTING ENGINEERS UKENA AVENUE 11 till 11 1OCEANSIDE,NY 11572 516 594 4284 / \ ! // \\ STRUCTURAL ENGINEER EVAN AKSELRAD,PE 16 JAY STREET FL3 NEW YORK,NY 10013 917 589 0301 /II I TV, \ / \ / If IfI FILING CONSULTANT \ / EN CONSULTANTS 11 it I 1 I I I Will 11111i ill{ I 1319 NORTH SEA ROAD fill 10-O-ASL _ _ _ 1 1_1 _ I _ _ ! _ — L SOUTHAMPTON,NY 11968 631 2836360 EXISTING fLV FL I 1 I — — — — — i GRADE Al ENFRY � — — — — studio eicetti architect pc 172 beard street,brooklyn,ny 11231 718 875 1460 Rr pd 59-111 z-ASL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRIVATE RESIDENCE U1 IND AVERAGE GRADE r—,"'PROPOSED EXTERIOR ELEVATION - WEST 4125 Nassau Point Rd Cutchogue NY 11935 EXTERIOR ELEVATION WEST sial a s�„a+uo cele May 27,2015 ooec c 07-2015 drawn or AE,MS one".ty MC Bldg Dept copy from ZBA ,Final reviewed Opcuments A-2��.�� ZBA File# 4 'J3 J �atrA� A-BASE PLAN 0-of 14 Q copyright studio Clcett)architect pc y general note all drawings,spectficabons,olans,Ideas,arrangements and desgris represented o-referred to are rhe property or and owned by studio Ccetb architect pc whetner the project for which they are prepared Is exerted or not they are created, evolved,developed,and prod,xed soleN to,use or anc in corinecbon with the p clect and none o`the above may be disclosed or green to or used by any person,firm,or corporabon for any use o•pLroose whatsoever,except upon the written permisslon and a recllo,of studio Clcett architect oc nodate submission 5 27 2016 DOB FILING 772016 ZONING BOARD 0=AP--EALS 6_I'ASL — — — — o=cF RooF I! I I 11,11 It 1 11 ' I "I i 1 1 II II ill' I 1111 1 if 1 ! ' I 1 I E ! II I' "' ! r Hill Ill ulll uul nl I 11 I I I II'I 1 I MO-POINT OF ROOF 1 — I I I I ! ! 111 Ill I f ^ASL ' II ' I it I I' I I II ' {1 ' 11 11" !I. 1 III I I I ( I 1 1 ' ' I I( 1t1 6+87 r4 O-6F RAISED UVE I 11 11 Ii If 1 It I I I I it I I I I I if It I I I 1 11 It 11 1 1 1 1 11 11 11 If I I if 11 1 11 it 11 11 11 If 11111 I — — — — I 1111 11I I IT 11 1111 11 11 OL OF R / t" I 1 I lIll I 8iT'-lo'AIL ILDP #114 I — — — — 11 // HillII I� 1 11 if if 11 if 11 111111 111111 111111 111111 fill 11 1 1 11 1 1 11 if 11 11 if I1 ! IT 11 11 It 11 11 If 11 111111 11 if 1 CIVIL ENGINEER VINCENT GAUDIELLO,PE _ +78-7'ASL 1 If If If 11 11 1111 111111 111111 111111 1111 11 111111 1 1 1 H f I I I ITHE RAYNOR GROUP,P E &L S PLLC ^ PROP 0 FW FLRif if if if if-if — — 860 MONTAUK HIGHWAY WATER MILL NEN!YORK 11976 631-726-7600 g 11 if 11 I it ' I 1 1 ! I 8 t I I !ill 111111 111111 1 1 11 11 if Ii l 1 11 1111 If 11 11 I I1 Ill Illill IIIII l I D'ANTONIO CONSULTING ENGINEERS 30 W WAUKENA AVENUE !I \ \ I I OCFP.NSIDE,NY 17572 516 594 4284 s I I I i STRUCTURAL TRAJUANCY ATSKUTSRREAELLERTAENDFGL,3PIN EE ER ! t t j 1 it 11 1 11 11 1 if 1 11 1 NEW YORK,NY 10013 917 689 0301 FILING CONSULTANT ! u III I 11 u if Ii 11 I EN CONSULTANTS ,67-0'ASL 111 i_ 111 U 11 1111 I I I I U ' II_ !111 _ II J L 1_ -IL _L I LI 1111)JJ II_I 1319 NORTH SEA ROAD ExiSTINo FIN FLR — — — — — SOUTHAMPTON,NV 77968 63L2836360 t65-11 ASL — — — — — — — — — — GRAM AT ENTRf — I -' — _ _ M _ — studio cicetti architect pc 172 beard street,Brooklyn,ny 71231 778 875 1460 prCged _59_17 ASL . PRIVATE RESIDENCE DKINO AVERAGE oRAOE — — — — — — — — — — — — — — — — — — — 57-0'ASL 4125 Nassau Point Rd,Cutchogue,NY 11935 EkSTIN EXTERIOR ELEVATION 1 PPROPOSEO EXTERIOR ELEVATION - NORTH NORTH sail 5 of iu a date May 27 2015 Ixd,ectro 07-2015 Bldg Dept copy from ZBA drawn try AE,MS Final reviewVgpiuments meJe�o� Mc ZDA File# fP !b d—g- DOW �` �' � ° � A-201 .00 rad rilx no A-BASE PLAN ,11-of 14 Q copynght studio Clcetb architect pc y general note all drawings,specifications,plans Ideas arrangements,and desgns res,esented o-refered to are the property of ano owned by studio Creta architect pc wretner the project for which they are prepared Is executed or not fhey are created, evolved,developed,and produced soletv for use on and n connection wllh this project and none o`the above may be disclosed or given to o-used by any person,firm,or corporation for arty use or cUOM whatsoever,except upon the written permission and d rectio-1 of studio Clcett architect OC no date submission 527.2016 DOB FILING 772016 ZO\9NIGBOARD G-APPEALS To =or ROOF if li I 11 It 1111 1II l I! liII U t 11 I I II III I I !' I 7 y Ii I f +90'-7•A6: -POINT OF RGOF tt10 i I I Y I IHI 1 I I 'I I I I I I 'I ' 71 I it I, �II +97'-6.0.S' I I I I 1 1 anti cr Ru6Eo UUE — — 7 F — — I // \\ \ 1 / \ •I I 111 1 7-7-111 11 L .92'-10•ASL 90TT0u OF ROpF \ / I I I II I I II I 11 I II I I II I 1 I CIVIL ENGINEER VINCENT GAUDIELLO PE _ +79'_7•ASL THE RAYNOR GROUP P E &L S PLLC • PROP'D F1N FlR 860 MONTAUK HIGHWAY RIt 11 11 111111 111111 111111 I I I WATER MILL,NEW YORK 11976 631-726-7600 If 11 111111 IIIHI 11111i fill if 111111 111111 HIT 11 111[11 11 1111 HII 11 fill 11 111. It 11 fill IIIJ11 111111 1111 If 111111111111 11 IT 11 11 IT 11 1 11 1111 II l a[11 111111 111111I I[it 1111 11 111 f 1111 11 If 11 111111 11 I It If 1 :111 If IIIJ 11 11 IT 11 11 IT 11 11 It It 1111 11 If IT LI Ii H 11 ( MEP ENGINEER NANO D'ANTONIO,PE D'ANTONIO CONSULTING ENGINEERS I 30 W WAUKENA AVENUE OCEANSIDE,NY 11572 516 594 4284 11 1 11 it 11 1 I if 11 IT 11 // \\ 11111 HIT 11 // \\ I STRUCTURAL ENGINEER EVAN AKSELRAD,PE I I I I I 16 JAY STREET FL3 it 11 If 11 1 \ / \ I / NEW YORK,NY 10013 917 689 0301 1 11 11 \ / { \ I / �� FILING CONSULTANrf C I l I EN CONSULTANTS 11 11 HII if fill 11 1111111 off I i I i It 11 11 11 If If I 1 11 if.I I I i 1319 NORTH SEA ROAD SOUTHAM TON,NY 1 966 631 2836350 — CRAOE Ai ENTRY studio cicetti architect pc m ® 172 beard street,brookyn,ny 11231 718 875 1460 art 59._„ ,Z.A _ _ _ _ _ _ _ PRIVATE RESIDENCE E%1571YG AVERAGE GRAGE \ \ \ / \ \ I 57_o•ASL 4125 Nassau Point Rd,Cutchogue NY 11935 ENDING FLS FL4 EXTERIOR ELEVATION � PROPOSED EXTERIOR ELEVATION - EAST DEAST uut Va er-o- —I a Wa May 27.2015 from Z6A proprtcc 07-2015 Bldg Dept copy pmAnoy AE,MS Anal reviewed d currentsg¢ckeotry MC ZBA File 9g� I Date; a� i�� A-202.00 Nz a A-BASE PLAN 12-of-14 ©copyright studio Clcetti architect pc e general note all drawings,speclficatons,plans,Ideas,arrangements and designs representeo o•refer-ed to are the properly of and owned dy studio CIcen architect pe whetner the protect for which they are prepared Is executed or not they are created, evolved,developed,and produced solely for use on and n connecton with this project and none o-the above may be disclosed or given to or used cry any person,fir^,,or corporation for arty use or puroose whatsoever,except upon the written permisson and dreoho-,of studio Clcett architect tic no date submission 5 27 2016 DOB FILING 772016 ZONIING BOARDD7 APPEALS Ra-4 ASL TOP CF R00F - — — i I 1 it I II �I III _ JUL it 11 It 111. It 111 It " i 11 I I i " ! ! ' i I ' I ' i' I I I it I — , ns 1 'i 1 11 I I Birt OF RNSE-1 EAt�E if i \ 11 IT ' / \ — I IIf TTooR00F _ _ C O2-u11AS i \i i I \ _ 1 P I I1 1 111111 if I 1 11 111111 111 111 11 It 11 1111 11 J: if 11II it 1 1 1 I I It II I I III 11 ( I III I It I II It I t II II I t II( III t it III II I t I CIVIL ENGINEER VINCENT GAUDIELLO,PE THE RAYNOR GROUP,P E&L S PLLC PROP p FIN FLR ! — 850 MONTAUK HIGHWAY 1111 11 if IWATER MILL,NEW YORK 11976 631-726-7600 11 11 IT If I I IMEP ENGINEER NINO D'ANTONIO,PE D'ANTONIO CONSULTING ENGINEERS ® ® Lm m ® 30 W WAUKENA AVENUE OCEANSIDE,NY 11572 516 594-4284 T HE 11 iR TIEi� i� �� \\ \♦ \ STRUCTURAL ENGINEER EVAN AKSELRAD,PE / \ 16 JAY STREET FI-9 NEW YORK,NY 10013 917 689 0301 FILING CONSULTANT r EN CONSULTANTS J' 1319 NORTH SEA ROAD G +6 -0 ASL I I — — — SOUTHAMPTON,NY 11968 631 2836360 E7' FIN FlR +65'-11'ASL AT ENTRXI studio cicetti architect pc 172 beard street,brooklyn,ny 11231 718 875 1460 1Pqed _5B-,, PRIVATE RESIDENCE EXISTING AVERAGE GRADE — — — — — — — — — — — — — — _ 57'-o'ASL 4125 Nassau Point Rd,Cutchogue NY 11935 EXISTING FIN FLR EXTERIOR ELEVATION �, PROPOSED EXTERIOR ELEVATION - SOUTH SOUTH seal&sg-tune WL Mav 27 2015 Bldg Dept copy from ZBA caxdro 07-2015 Final reviewedo ments as x AE,MS ;ZBA File # MC ��ate:/D /r� /� d2wng q A-203.00 rad fle ro A-BASE PLAN 13-of 14 Q copyright studio Ciceth architect pc 1! C _57 1 - 66-7" 115 114 58' _ 8 - €0 112 DINOiC ROOM 113 g_ 53' 111 WING ROOM 2 F- 'I - III 54 c A0, 8\ Y 55' \ tCN 61' 1 i FP g Q B _ — -- 110 109 BEDROOM ' c3� 56' §o WF 1Ya CID 57' F� DW 113 RQHEN 1 — ot F'---'—r— � k II 58' g 63' r II110e TC. REF 108 CLOSET CIVIL102 WA 1 1 _ - C w DN I15 `/ 59' Im " 109 4 110 64' 118 108 _ 120 AIR 115 0 ROOM I ( 101 EN11TY ,' / '"' ;1 107 1HROOM 09 114 PANTRY � \ 103 POWDER RN ! 60 TFCSK w wG u BN _ D W 117 MUD ROOM 100 101 10 I� f 118 MECH RM II 61 119 / 106 . 116 LAUNDRY RM 1 6 SEf I 21 P 710 O 111! ATHROOM 05 04 ua 62 122 104 P " U E 0 r 15'SEHMCK 63 104 BEDROOM 119 CE IZI TOS 64' 108 I 65' 1 t06 107 i I 103 102 65' 27'-5" 17-31" 70'-7' " general note all drawings,specmcatlons,plans,Id=-as,arrangements,and designs represented or referred to are the property of and owned by studio Clceni architect pc,whether the project for which they are prepared Is executed or not they are created, evolved,developed,and produced solely Nor use on and In . connection with this project and none of the above may be disclosed or given to or used by any person,firm,or - corporation Tor any use or purpose whatsoever,except upon the written permission and direction of studio Clceth architect Pc no date submission 5 27 2016 DOB FILING +98-4'ASL TOP OF flCO= fC( I I,1...,,,x€_ ,,;., . fit `. jv :5. j /(i i,•Y .�,€ �,����..�.€...EE..,t� -< <�. '��.•„.. �� V ..€ 7`i' _�..#,:_ �_ ,,z� € :). 11 a.. .,.s.'"a f( €!',. ' - 1�R.�l 1( +90 NIG -7'OA 1. -POINTF ROOF >:<I IE' I > ` € F at<'{ -,.5 i •I I€y.1 �.�,. ....!,_i t. .€= I(„q'(\ ;t,'r ',I , ;; ! € ,; €.w+.;�, w +67-6"ASL �.€ I €7 .k €w. \,�, _ _” _ i i _ I,i BTU OF RNSEOFH �!...,� — ttt �€ yE<1 � II �6mY_- "' , ® <£eT -E' ,.f,6.�.5 ggL // \\ t EI._ _ I> •�fF^If 201 ® ,:A-.Z..##'' € F ,.,., .I.I..i.t(.,.,.• // ,L3 \\ �I A„S,7'� ASL BOTTGU OF ROOF - - - .^: `- - :€ _ �I f li %t✓I ' —:,.,:€ 't..1 r:f E,_�:TS .,.L,. ,,,'I I \ ,.<1 / f _ _ _ d it I _ ��� v f€"f 04� f • " ""`"`205. "" CIVIL ENGINEER VINCENT GAUDIELLO, ' _ +7B-7"ASL �.-.:,.......a� .'• E —6'-.^-_.-«.-.......:.t..,......�.:_.._..._:.`...' _ _ _ THE RAYNOR GROUP,P E&L S PLLC _ ':: =' I 860 MONTAUK HIGHWAY PROP D FIN FLR I3 _ •".'•'"' _pt _ _ ; _ _ -, €,--I - - 1_1 T€1 _�,-�<� ...,.. < T_ :�20��'`I' I•' ' -' f < E. -:€"�"�r =-=x�:-'T^::rte'i" WATER MILL,NEW YORK 71976 631-726-7600 , I ' _�?<€.. t l s c �.:x-`_x-�.::�xw:.m x-*.� r�• rM __- . .-r��.:.r;. MEP ENGINEER NINO D'ANTONIO,PE fEI' : ' t !. +^-e"y''^. x".. x---s _s .-x'^"� x'',-c'•;_---T ^x 9� '� €€ t i: �"� s � _�I� T E(��' ( �€ �.,K I I �_� � € , --"�-"-�-�-� �= t� A•_- ••I D'ANTONIO CONSULTING ENGINEERS 30 WAUKENA AVENUE I, OCE j,1 �J --L_€-'- 1__C—t rL---L'_ '€-'-• 1 `3 I ,€, t} €1 �,, ® -€.,�-IW ® ® �N."• OCEANSIDE,NY 11572 516 594 4284 �� � i Ki / \ € w! ,_E \ <_I; r�T / i^^• \ fid;:"';:^;:-":; STRUCTURAL ENGINEER i �� Ii jI I,. �' / \ I 'r I rr^ '• �ry'E�' / ----� \ � EVAN AKSELRAD•PE ' 16 JAY STREET FL3 �-^ �'�` -E�`'-II ^: i[{- 100 (Y �, 7I _`� iw.[I�.��i \ / t,,,":_,L. ;a,•'• NEW YORK,NY 10013 9176890301 "T i 10'.j I.. i�::I- w' �.e.' .w.T_:� FILING CONSULTANT EN I•IIIi€3..< f,: ,`<,. \ / .., „, >S� _ I"r'xx"w x'T' _ a.....••„r-,.....,,,rte"��.".y'._,.."Y.r..:.'..7 1319NO NORTH I">";�� �'[[`- tt -¢^ 1, "� i� -�~^106 -'••^ 107>„._--^�'•c�'^',:;.� 1319 NOgTH SEA ROAD _ +67 -0'ASL _ -,_�T,.f _ _ _ _ �1 -x_ _ .z.rv •.�-_=max_._:=-_ _ SOUTHAMPTON.NY 11968 6372836360 E%ISTINC Fw FLR ---� +5-I N'A L GRADE AT ENTRY studio cicetti architect pc 172 beard street,brooklyn,ny 11231 718 875 1460 LINE OF ELEVATION 6 FEETBELOW prated FINGW FIRST FLOOR -59.11 , 2 ASL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PRIVATE RESIDENCE EXISTING AVERAGE GRADE TVROPOSED EXTERIOR ELEVATION - WEST I scar.fir-f•-o 4125 Nassau Point Rd,Cutchogue,NY 11935 EXTERIOR ELEVATION WEST seal a sgnature data May 27,2015 project no 07-2015 drawn by AE,MS checked by MC drawing no A-200.00 cad hie no A-BASE PLAN 0-of 14 Q copyright studio Cfcettf architect pc general note all dravnngs,specifications,plans,ideas,arrangements,and designs represented or rererred to are the property of and owned by studio Clcelb architect pc,whether the project for which they are prepared Is executed or not they are created, evolved,developed,and produced solely for use on and In _ connection with this project and non=-of the above may be disclosed or given to or used by any person,firm,or corporation for any use or purpose whatsoever,except upon the written permission and direction of studio C1cat6 architect PC no date submission 5 27 2016 DOB FILING 1 1 _ .cs-s ASL {1- ME-POINT OF ROOF e7-s'asL 1 " BTLt OF RAISED U.VE�\ _ _-- _ _ - - _ — \\ <y .:i< 1i 1 I / *82-10 ASL _ _ i {--� k 1 ' / 1 ( 1 ,i, Lk' I 7' \ i i I 1 i k'I .� BOTTOM OF ROOF „( / ,i ..� -�....<�._ / ' ,>I (T r - I' f' v• , 3dD1 j '1 -1„„--I r_ f I(I i I:i I I f 1 I i I i i,1 1,I i zs' i� M ',I--,.,� '� _I ' • i��....�i? •(��i.<.`I11`;i�i'��_,. i ,1 ,;. 11.<I< (�._r _{_, 'I i - II i-- - i - '._� i; .._ _ _.( , CIVIL ENGINEER VINCENT GAUDIELLO,PE .78-T ASL j•�,�1.,1 i i r< 1>< (I I( (>' .i ): i:I i.,.. # I v ,(:,t, i�' it'i.<T .,1 � �ir,i i1 ! i' ii ,I THE RAYNOR GROUP,P E &L S PLLC .I PROP D FIN FUR .,t.—T:�^,i'- -�1_ ; y'�,N� ,� r� _ _ - ...,_____; - �..� - -._,� (.. <,« _I•T._'_:' i. ._.._ - T-;� i F-i 860 MONTAUK HIGHWAY 1 WATER MILL,NEW YORK 11976 631-726-7600 IT� 1p'I._ '�`_`. ,�' .iifl,.-ryi11^ ,4,t.; MEP ENGINEER NINO D'ANTONIO.PE — ! D'ANTONIO CONSULTING ENGINEERS .i >`C.`(`7. ti I ,ii,<�` ,`(,li li i< 'f i. trr�1' ® ® 1 1•.1,.IJ�ry,,.� ,i (� Jm ,1( l,i: ''I iY iI, ( T..'.i T ' 30W WAUKENA AVENUE LL ...( I ,i t 1 1 ;1 i 1•(: 1 i < {{ it " (i• ' "� OCEANSIDE,NY 11572 516 594 4284 J I I ( i - - - i,j'i,,. _ .l k '•I 1 STRUCTURAL ENGINEER EVAN AKSELRAD.PE 16 JAY > / \ .., ,.{. < (,.,t.... < ' / i(�<> ''{ 1 I (.> ;•1 a y<1i,.i - :l.i. .. ,', I NEW YORK, 10013 9176890301 1'17/ .L .. 1i l I� '1 !i ( i i' S, - I' �' i FILING CONSULTANT i X1,11 ..I ,.1<� i ,`.'. f 1• i -j ..i t 'i,'� (`< EN CONSULTANTS �,._,_. _ _ ,. _. _ 1319 NORTH SEA ROAD v57-0'AIL .TIS ,_ k.,. , ,_ - -ji-`- i1 I t '1I -_!_ SOUTHAMPTON,NY 11968 6312836360 EXISTIiIG FIN 111? IF i *65-11-ASL — GRADE AT ENTRY � - - - - - - -- - -- - --— - - - \ 1 studio cicetti architect qc 1 172 beard street,brooldyn,ny 11231 718 875 1460 \ 1 1 LINE OF ELEVATION SH 5 FEET BEL04Y -ISH=0=1R-T-LO�R������������������������������������������������� Project. _ -59-11 1/' ASL _ _ _ _ _ _ _ _ _ _ PRIVATE RESIDENCE EXISTING AVERAGE GRADE IF' - --1 1 1 57-0'ASL 1 4125 Nassau Point Rd,Cutchogue,NY 11935 EXISTINr 1 FINISHED GROUND LEVEL MORE THAN 6 BELOW IST FLOOR 1 FINISHED GROUND LEVEL LESS THAN o'BELOW IST FLOOR EXTERIOR ELEVATION 113 FOOT PERIMETER LENGTH 2N FOOT PERIMETER LENGTH / ', VROPOSED EXTERIOR ELEVATION - NORTH ' NORTH seal&signature dale May27,2015 project no 07-2015 drawn by AE,MS checked by MC dravnng no A-201 .00 cad Ns no A-BASE PLAN 11-of 14 ©copyright studio Clcetti architect pc r general note all drawings,apeclncations,plans,Ideas,arrangements,and designs represented or referred to are the property of and owned by studio Clcettl architect pc,whether the project for which they are prepared Is executed or not they are created, evolved,developed,and produced solely Tor use on and In connection with this project and none of the above_may be " disclosed or given to or used by any person,firm,or corporation Tor any use or purpose whatsoever,except upon the wntten permission and direction of studio Cicettl architect pc no date submission 5 27 2016 DOB FILING lam" - I +98'-4"ISL TOP OF ROOF - +90'-7"ASL l .. t z N I ., .w, ;' 1.3 S'.. ! -.. •.. ,a NID-POINT OF ft00 If 0 +87-6"ASL e � s 8111 OF RP15E0 +82'-TO"ASL BOTTOM OF ROOF - - - \- I -,..-3 / }`=t-` ,. ,#.I z f / _\ - I L,_„_.,,•,'a,�- - ff.#�� -�.I _ {{210 " •"'.'".."211. 'j..j3 ..I.'" P�. I._, .. .:",;1�x''' THE RAYNOR CIVIL ENGINEER VINCENT GAUDIELLO,PE - +78'-7"ASL z ..a_� € `:`I .t is TIO'r FlN 860 MONTAUK HIGHWAY WATER &L S PLLC Yq-s...t.z€� 1-..u. €' , €'.•I _M t,�z ..L.,_I '...,€ € ..3 =. .: 't';,<.....I.<. _1:?... €_`_._ .._...,1.€�., .€..€. .. ._l a€,_<€^I (,jw_J'.`l it WATER MILL,NEW YORK 11976 631-726-7600 tµ ,z E _. _ '_ _ _._ _ ._ _ ___ _ s ,` __ € � € i MEP ENGINEER NINO D'ANTONIO,PE J j I D'ANTONIO CONSULTING ENGINEERS m ,T€_i—,.3;.__L-__•— I# � :.Is � � 30 W WAUKENA AVENUE i #€l F1 € w€ Wl.l /// OCEANSIDE,NY 11572 5165944284 \ €„ / \ Ez ,'S` I STRUCTURAL ENGINEER m / I I / \\ �'w. s /' `\ .. �i EVAN AKSELRAD,PE f_ ._w g€I ' E "z€ 3 S' r ,( "_ W `I 16 JAY STREET FI-3 i I 112 _,; €_,j�71 j _ T I \ 114 / '3" z \ 115 / # I It „ J NEW YORK,NY 10013 917 689 0301 E LEM "" I €I \\ // ` / I( t I''�� -� FILING CONSULTANT �411 I i ""f I EN CONSULTANTS —'-it `" `' tT { � 1319 NORTH SEA ROAD +67-0"ASL - - - _�_ _ __-_ __-;�_�" <��! =3 ` _f ---- FM SOUTHAMPTON,NY 11968 631 2836360 E%ISTING FIN FLR �— `----"�---"-------________-. `_---__ _ +65'-77-ASL GRADE AT ENTRY - s' ' ': .. •1 tt� architect pc studio cite 172 beard street, rooklyn ny 11231 718 875 1460 LINE OF I.�:.,.cl / \ .... _...,.,,,w�>m«.;I ..:.`f2;.{ w / �'t .........,! �. •�..0 I. V 'j ,,._..... ,� et b I•" _ : " ELEVATION 6 FEET BELOW project FlIJISHEO FIRST FL00=�- ao1 r:: :-+__________ _. -59'-1112"ASL :_ (( -� I--" " _ '�= � `: :I _ PRIVATE RESIDENCE E%ISTING AVERAGE GRADE W-� ....�� I• < s7-D"a u 4125 Nassau Point Rd,Cutchogue,NY 11935 ExISTING FIN FLR •"\J'z -- " - - EXTERIOR ELEVATION r,1PROPOSED EXTERIOR ELEVATION - EAST EAST t I 1 suu:Ip-i-o• seal aagnafnre dale May 27 2015 ir,ged no 07-2015 drawn by AE,MS checked by MC drawng no A-202.00 cad IAe no A-BASE PLAN 12-of14 Q copyright studio Clcettl architect pc general note all drawlogs,specrticatlons,plans,Ideas,arrangements,and designs represented or referred to are the property of and owned by studio Clcettl architect pc,whether the project for which they are prepared is executed or not they are created, evolved,developed,and produced solely for use on and In _ connection with this project and none of the above may be disclosed or given to or used by any person,firm,or j corporation for any use or purpose whatsoever,except upon the written permission and direction of studio Giceth archtect po no date submission 5 27 2016 DOB FILING 1 1 1 498-4'ASL h 1 �'".r•. "Y',".� - - TOP OF ROOF .j ��„, I,", �. � , ".,MM,aa., ,.c;,,c.€',�T� .- .,.I�r_ €�. .. 'I,:1. . a',:�,�-� ..�,""� 1•_ �„.,,` ." t."a.A..i_�_;a,�aw.;. ,' ,11 .".,„,: .•�.�-., ".;-,.._. I X4 .,1 I: I.I,_ ,T I;.,,�.•�_ _ =.a't: m S W' " , ;,�.� '' _!�I,,�.,'�>.. ' ..._.,£ ;is .. -' 1 'I i :�;.> , {: I t : € l < 1= 19D-7 ASL =,y.. ..�>...a ,i ,....... ��>"o rF,,..,_ .,�.,< „_ - ..�._ _ `'->,-�- - - _'_£ — _`��•~- - NS __ 'Ei•`I{._ ''���� - - __ -_�-_ __ - - MN-POINT OF ROOF - -Iry •€! .t��---_��- - _�.S' _., `rC r --•;_ >.: _---�_—- -1 ____ `yY .� r _ •, ,_. .._ r. , €_f k` � ,1;_ j I< ' t ..•'sl ,€ t i ' €.ii .< I ,:kIµ.,.� �;; Yra< ' �t,L..' , '.II`� I� '��,' �• �,. .I +B7-6'ASL I!;k' I >i.Si f. _ .,,A: £< 3_. - BTM OF RAISED FAVE U. I `. ;1< ._ ;£t sll� J l_ !` f•!t._z _It Y 13Il(i 7.1 +82-10'ASL — _ I _ BDiTOM OF ROOF I 206 _.1 f' I�t-_ 1 / [ k ..,- £ 4 209 ' I j,•,,.,_ \ / - I, f Ik i_ .k.': \ 1��` 7 I" u t-.x �»7 �(zt € 3 T ,�, t I€II• :3 f, € € `j� € � -f -'=^r---L CIVIL ENGINEER VINCENT GAUDIELLO,PE _ +78'-7'ASL D 3 i I�t_I..-....... € € ..I. _U tx'�•��. ,i I,.;..<.;, ;_r___-�._..:`.._� <'•I',...�....•;_i ,__? I�„r E r',,�+-- .'{ = y+-L',.-. THE RAYNOR GROUP,P E &L 5 PLLC PROP FIN FLY - -- _ ..a„... ,,,v, _ x•<-�-," 860 MONTAUK HIGHWAY •I "-"i�'-")' Y ." • "`"""A""%., < "`"t"�""'�''=""`•T "T'"" "`f `• ` �" A'=13 !"- ��Y ��i -- - - WATER MILL,NEW YORK 11976 631-726-7600 r-;"a> � a I'x. x :;.3: .-.-'--x .- 3"_ L"c X rx I_ x_x.�..•_x _ x x M1..X• £" I ,-'A'e�" .:.TZ""X x"_.`'Z-X-*_x.x.=..,x.Ll" x_..�.1.L""T-Y'S......X -"x x "_�S:T"'->-.x x" •x -x .•£ ^x Y I'Y.^«vl.',..1,.-y-. ` [[ _ II MEP ENGINEER NINO D'ANTONIO,PE St' I }' �' tl �"."x`X .xz-:`x_X.• a"_.. x,•.r '•^'X:yx -"_x _x=._•-^.`x r..""�rT=.xt""-�____"• x:'°- r:=_c.-_:."-x x fir. x._�"x _z '_r *__" A.:,-.x-:".x X "' �I D'ANTONIO CONSULTING ENGINEERS ' .._."«�., l,-X-1 --'-x-^-" -r':-"-•r--^�?-rx-..,"...u.^..:'•.x-u' ..-r.^.': "_ "x...� i_. .Y "'..":`y "�...:'.'tz _ Y � 30 W WAUKENA AVENUE ® I'' Xv_x ...'. m x 1__.. xX.'x ® r "" `'ti.,„,„ �,.,,"„m I_! OCEANSIDE,NY 11572 516 594 4284 x / - x_ x- x 7 x 1 x._Y -x x 7 x'•'I Y X x`. -x=”'-x_ - I '•i.I` � / .(-� / �-. x..."- X - A �:-- ^v-_--" = €-I / I.��X...��s^� \ X - x',_"'"X_ ,.. ..x" \ p;��' \ „_r STRUCTURAL ENGINEER \ ] EVAN AKSELRAD<PE "Xx_<-x"_"=� xx-'-v--,^_..x.x'-.�.x j.x 'x-'x`- �xX:1",.a; z•X 'x. w;X x __ �= c.ml -- - - 16 JAY STREET FI-3 OL NEW YORK.NY 10013 9176890301 v � ...�.a._, ,�.""w•z--: 71 0 x,..".��'tx.»."�." "='_. �, "«.�-.s i:.:,..x FILING CONSULTANT " EN CONSULTANTS �'in�.�3" t 107 - t>_-+.f - �"-'" "„ "u109 �"".2T'p'"'"".' ^i "g""'±-•'`"'"" „. I 1319 NORTH SEA ROAD 3 ..! 106 _:...:.,{ Vtdr,•rai,' nl ,. --^•., _.itl xWr_"*'"'_, • �.' Y.b";CM:wig"w.`T .-x ^..�1: 'MEX4 �. +67-0'Asl.. �LI � €\. ;(E—:_t� x`•max,- x " x.- 7�x____s=z_" _ vk-,u t x x x •='_i" _x x t f.- t r_'-" x'-" t x `�'-:�x _ - - SOUTHAMPTON.NY 11968 631 2836360 - E%6TING FIN FLR __-� �"r ,, N, ..i ,llx i` `-. ` T..".:..�.:. -.... '�-:c- -' "1 - - +66'-11 ASL r �?_11�111kr k, - c - ry=. Yom , - GRADE Al ENTRY ii.,il:1• {..{ A��' ...,a"','_.. _ "x- ¢i:['^�' N.. ;.5. 5........."_ _x ._x_ .,.t..._• .7.,`.-..,. .�-t"..�"'I li z studio cicetti architect c P 172 beard street,brook n,n 11231 718 875 1460 ty Y a!„I,y,u II.I!c {; i:il it• �� I�ci�-< �' - -z~::x. \ I .`•`a.'3 - T,IzII�ry x"..r-r--=rf;:.sem:�..x_:.•'xrm.�.x"I•X \ I II l�- LINE OF ELEVATION 6 FEET BELOW --- fl,Tiw¢ cLµ Z; f 003 \\ I `f Prged ����������������������������������������1�6���R�T�O�R ������������ ���^�" —i.. .A=J t �� -----------i _ _ _ _ _ _ 1 =' I ' � ��' � =X1:� PRIVATE RESIDENCE -59'-I I I z'ASL - - - Ex6fING AVERAGE GRADE - 57-D'ASL 4125 Nassau Point Rd,Cutchogue,NY 11935 E%6PNG FIN FUR 1 FINISHED GROUND LEVEL LESS THAN 6'BELOW 1ST FLOOR I FINISHED GROUND LEVEL MORE THAN 6'BELOW IST FLOOR EXTERIOR ELEVATION 214 FOOT PERIMETER LENGTH 1 113 FOOT PERIMETER LENGTH SOUTH VROPOSED EXTERIOR ELEVATION - SOUTH - 1 DM Int•^,-o- ' seal a e9nat- date May 27,2015 Project rw 07-2015 drawn by AE,MS checked by MC d—ij no A-203.00 cad file no A-BASE PLAN 13-of 14 ©copyright studio Clcetti architect pc N/F JONI & JONATHAN SPENCER DWELLING W/ PUBLIC WATER FOR S.C.D.H.S. USE ONLY HOUSE PROPOSED ±7.9'x3.0' FIRST FLOOR WOOD LANDING, THREE (3) WOOD STEPS, ±6.5'x3.0' WOOD LANDING, POOL & TWELVE (12) WOOD STEPS ±27' 7.6' TWO STORY ADDITION N DRAINAGE CALCULATIONS: ±4'x9' PORTION OF EXISTING RESIDENCE TO BE REMOVED /,,112�41.F. WOOD DECK TO BE REMOVED GRADE EL.: 166' PROPOSED ON-GRADE EXISTING WOOD ARBOR TO BE REMOVED o DRAINAGE AREA 1 EXISTING ONE STORY FRAME HOUSE WITH N STONE DRIVE: 217 S.F. X 0.6 X 2" = 21.7 C.F. PROPOSED SECOND STORY ADDITION ABOVE SLATE PATIO EXISTING CESSPOOLS TO BE ABANDONED AND � 57.5 S.F. OF PS REMOVED IN ACCORDANCE WITH S.C.D.H.S. W UT ASPHALT DRIVE: 1,464 S.F. X 1.0 X 2" = 244.0 C.F. 4,7' SILT SAND WITH GRAVEL (SM) " ±10'x24' ONE STORY ADDITION TO EXISTING GARAGE WITH ±3'x24' STANDARDS -4 EXTENSION OF NEW SECOND STORY TO REPLACE ROOF OVERHANG EXISTING TO BE REMOVED ROOF: 2,351 S.F. X 1.0 X 2" = 391.8 C.F. ON-GRADE ±3.5'x9.4' PORTION OF TE \ f'`\\� W PATIO & WALK: 745 S.F. X 1.0 X 2" = 124.1 C.F. EL. 61.3' " PROPOSED ON-GRADE SLATE PATIO SLATE PATIO Z WOOD FENCE o < \ TOTAL = 781.6 C.F. �+ PATIO TO BE REMOVE / " ;� TO REMAIN rn m co �„ N � V m USE (2) 8' DIA. X 9.5' DEEP DRYWELLS = 802.3 C.F. v N/F PHYLLIS VANDYNE � P �� V � �, a W N " �° " °' '� ^' ° ! m (n ° f f f f ° WOOD FU 01 \ I FEN i ! I I / i I o 0 VACANT �� " �� 6$ �� N 78 36 50 AN E 1396 01 / RBOR K E ROW �+A - - -'�-��-� !, % G^.-.^ ' cn 2 D 'i 10.2-•.•�- - - -it-1^'�-� -�,'.�-�!� -�^i.-�� % I I I I I + ! I I I I I I I \� _ --� .,.` .� �` ! , , , ! ! i ! i r ' i ! � i blN.js� o2�K <� ..��,� DRAINAGE AREA " ' mol' ROW OF TREES r ,, ?) °6 m B7 , UN RG ^� r;,yh�� �r'.,. _ 1166' ENCS -, ? i I I I ,' ; ; I ' I WODD,1�A ''r STONE DRIVE: 3,907 S.F. X 0.6 X 2 390.7 C.F. COARSE SAND WITH E T z e \ <' %.a- I 1.o's, r I i ; I i I I I LIQ �. _ ! ! I LANDSCAPING: 2,229 S.F. X 0.2 X 2 74.3 C.F. vim ELECTRIC LINE ANE F' SLATE .¢' f C. WALL ' e 12.3 GRAVEL (SP) I k - `� TANK I TOTAL = 465.0 C.F. !n ,T / ,�\ , \\ N <.>r'r,� _ �,, -`._ I/ r ➢f�0• ��'1. 'S I / ` ,` i t I j ! I 1 ! ! I I I I : I I I ! I I I I I I - °�� EXISTING 4 DIA X 2 DEEP :1:! (^; .<` 'i_,l ;�,' ' ; : >c.'"( I \ / / ! ' I ! I i I ! I , \\ !PROPOSED AC UNITS ;,. <�;Iv / I I ! I I iI I ; Iii ! . I I i ! I ' �� USE (2) 8 DIA. X 6 DEEP DRYWELLS = 506.7 C.F. / I ' DRYWELL TO BE REMOVED , , <0 34.7• iy %�i AND OtPLACED WITH (2) 8\ '! < DW DIA. X 9.5 DEEP DRYWELLS. DRAINAGEAREA3 W �� Vis, `\ygCT�ejR ;t RAIN< \. 1 ROOF & PATIO: 1,823 S.F. X 1.0 X 2 = 303.8 C.F. EL. 49 I ° tai \ PROPOSED GENERATOR nEly ° N r'1.. ±6.7x15.4 TWO I I I I/ y;' 1 1 I I I ! I i 1 ; , I I ! I _ q1 N� _� I I I I I I ! ! I I i I I STEPS & WALK: 214 S.F. X 1.0 X 2 35.7 C.F. TEST HOLE #1 " I 'RELocATE; STORY ADDITION \ + 1` I / /' / /` I J I I ! I i ! I ' I I "� I ! I : . ! . i I I OWo - sv €>; , % i I j I I I TOTAL 339.5 C.F. _ �: \. BLOCK CU \ m W :°; I i i I i ! i I USE 1 8 DIA. X 9 DEEP DRYWELL = 380.1 C.F. DUG BY SHAWN M. BARRON M.S. I \ RooF ovEaw+NG o I ' ( ) x ! iil ! rI ! ! II N MARCH 15 2016 \; Re = ' ' _ s / PROPOSED TO BE REMOVED ,o v1 ; j % ./ / Q ! I ! ! i ! CV r: 7._ Oy-GRADE 25.2' ( fA-1 / - L_ - r , ! ! I I I +�i I ! ! ! i I I I I I N 1T - NO G.W. ENCOUNTERED) m M 8 c _ ',., A�10, /' r�z - - I I ( ) w ° u `0� T`. f r 'o ! I -- i±s� i I i I i ! T I ! DRAINAGE AREA 4 o... I XvT�'. �I"` I I ! I r' " _ e ter. \ , ,. k ( + ! + I + I'*l POOL HOUSE: 314 S.F. X 1.0 X 2 52.3 C.F. " ; ° B�FCCjq LAMP } r�. - ' t L \ in *i I m j j I I ! I I ! I I I I I ! Iii ! I I „ ° 0 N POST ^> a �+ h I - " / ° gpROH R c A m, o I 12.0 I .,.r I I I I I I I I I I j I I i I i I I I i I i �- POOL BACKWASH: 1,250 S.F. X 1.0 X 2 - 208.3 C.F. '` „ f' o`` �v" - =i-_ = li '-I - _ I ' I i I : i i i I ! I TOTAL = 260.6 C.F. /. I 70 \ ±125' - -i I I I I I ! I ( I I I I M ° i m // ���j PROPOIN SANITARY SYSTEM v 11 s.�' \ j - - u� - -- -- - 1 ! ! i T'Iii ' "` �� I-� -I I USE (1) 8' DIA. X 7' DEEP DRYWELL = 295.6 C.F. �} �PORIION OF SLATE k �� J I PATIO TO BE REMOVED E- O \ ' tsg / ;° (10) BEDROOMS Oq - I lb r7� (l)-,2,500' 2 I o� -cam �� m llllii ` illli III II �--�-y D. ° / °J ^ ONE1GAL. SEPTIC TANK F;r Ia 1Y1 - - 1 I 1 j I ! I wqo IsrEP I ! I 1 CD A 4, " - _......_ 100.0 - - i I ! TEST I f z x ; F 4, ND TWO (2) 8 IA. BY 1 DEEP T HO s - _ Li ' I - - \ - I I i ! j I DING Z ° F¢ e SANITARY LEA�iING POOLS _ Rc < 20 z' �o o c \1 . s i i �' -; -11 ! I I : I I I I SETBACK LEGEND i �' ST STAIRS AND PORTION OF I N r ROOM FOR 50% EXPANSION o�,, �'" �� ti�8'xn.3' PORTION bF DdSTING It- k_F ,F I I W W a ° _ 1 0 _ SLATE PATI To BE Z fn / ! EXISTING fT1 �-- -±2r- -� D f O o ! / , :'1 STORY WOOD DECK,TO.BE REMOVED AND''i i o� i i', I I ! � 1 W - 1 i V-- -- , r71 D r h REPLACED WRH 1ST-StORY'ADDI ION r a I i ! i I I I ' Iii Ic' o w REMOVED 116'x27 RAISED m %' ! 1 1 I n 1 DRAINAGE / �qA ° EWISTING WATER Q �� O 111.8'x16.5' PORTION OF,EXISTING' c AREA LINE W LINE I 0. - -- --..__.._ PATIO AND 111 z9' STEP o < 1ST STORY WOOD DECK TO REMAIN i I I III PROPOSED �- -� / �� _ ±22 '- OAR £ C EXISTING " LAMP w, ,*t I I I I I - ov�R DN GRADE SLATE PATI TO IRRIGATION WELL �Posr - 4 -.__._ - t 52.0' t7� _ - ! O IR REMAIN REEIAM WITH NEW'0 R''KTTCHEN� c ;, 1189' ° m L y,,S,_ ONC. WALL PROPOSED,8' NA. : R' �Mp- 1 ( i I I I I I I � I I I ! I I I r I i I = 0 Z " " „ P - G " Q AIR COND I� / q z / 3 ,, - POST .; ! ' < a >:.Ef:> I, SLP u l s' DEEP DIWELL I l i l I j I I l 1 1 1 1 1 I I I : D SLATE X11;5 l I ''I�h ° 2� ,:, o- I I N F EDWARD F. & f ! '" n ✓ EXISTING WAITER 'r ,; _ - _ ° ?4.8 WIDETE ANb n OWNER AND APPLICANT: / - C-' " ' , s .a " o � , I T _ MARY E. WERNER �Z ° ! PROPOSED 8 DIA X 6 - �� ° - _ / -SLATE'ST PS - ;' ; ,: DW > r d R TNI . I . IRA & SUSAN AKSELRAD UNE TO, BE _ / I WALK EMAI I I ! ; ! I I I I o . Q, �^ " ° DEEPS DRYWELLS (CONNECT" '� �. < " ELOCAITED DWELLING WITH SANITARY AND I I �. --DRAIN' I I i I ! I 1965 BROADWAY APT. 18B -I / , �� " TO EXISTING DRAIN ° /" \. _ //� __, �'s. „cl, I I I cu f ,," A ° .;,.:: , " .. ,�" n'4M+ ,r�TJ. EXP 6 .< r-' t r'" i ',V�:-� tr ?I: `\ \ ® I I pap. G i4l I) IXI NEW YORK NY 10023 WELL GREATER THAN 150' AWAY eEL ° _ O �' w _- < a r• CIUM B '--6� ,� 15RQPDSED ,' - / NE WAU- �. '� \, ' 4 DE R DI�YW LL: I I ! ! I Z 0 r' / rr-%/ - y i I < 0 m "' 7�: i �k CURB ;. C L''F' 4.8' -VATER LINE Tl) � ri rz q f GATE-r F" I i21.'.! ✓ i ! I To!BE �L`MtlVEb I ! I I m � SITE DATA: " °' EXISTING-FRAME TYP. HOUSE _, - I ; , ! ! f " s om " / �T POOL" / f` �_% a_?: f O ; " o �' i �s wGAZEBO TO REMAIN / i / t^im,- ;' I I o I x LOT AREA: 75,409 S.F. 1.731 ACRES )( /I ��1 ,�%:> 0 );' ; ! ; r i i ; i j : I , I I i I O RR�(� W _..__ / / / i y -�\_ '• `` ��Y.;i st�i� i \' ��y;�I ! ' o 64,996 S.F. (BUILDABLE LAND/LOT AREA LANDWARD OF BLUFF) ° m r nop DW DW �W pR�d WITH 'I Ir i I ... 50' 'I�r 'OF ,-Dw ' I I I E PPT TO 'BE!ESTA8LISHEd ANb OPOSI:D WATER _.. - ,-- , h_I �k,'� t ZONING NOTE: PR ER LINE_ .x A! _ V^ PROPQSED D(A '1( �Y I o_ '' t: ! ; MAINTAINED A 1 033 SJF� I I j THE SUBJECT PARCEL IS LOCATED WITHIN THE R-40 ZONING I - - Z_,; l r I s 5 7 DEEP DRYWELL;< ,. ; " 7 ��'rd;' ; I' I I INON- RF BU ! UT f , I _ , I a!` z (' x I ! I III I I ! /!' EXISTING INGROUND DISTRICT AND IS SUBJECT TO THE FOLLOWING DIMENSIONAL REGULATIONS. EKI�STING;4' btA X 2'r DEEP / I POOL TO REMAIN a<� I�+ I Mo i ; I` j // / EXISTING-EDGE -' �, DRYWELL TO BIE REMOVED i �r.r !� i'� �,'(Y�I `r� \ �. \was ., MINIMUM LOT SIZE: 40,000 S.F. I " DRAIN OF CLEARING" \' I I I I I I I I i r f 1 i t Iif, �d,4 _ - + �i }zini: �i:;^,l \ \ \ , '+ I II I MINIMUM LOT WIDTH: 150' ! i - - ...__ II r � r. \ =} -\ �'111 I LII I " ! 59`7 I ' ±23.1' -- - -- M w �•'f' h l�. , _ \ I = - T, I MINIMUM LOT DEPTH: 175 i< - i', a' I I ( I I I I I I . , \ 1�-' ,` �,;. �..I ,L,j .JI i y I I I ( I I ! I I i EXP <\ . u; = \ '\ / _ ST ' (-\\.-�/lt`;io�c Cl, nYlt. i ? \\ < \ ! I ! I I I I I I I I I I , MAXIMUM HEIGHT: 1 V_. . k, i y J' I I ` \< \ \ \ ;r.l SLATE PATIOs�_;lr. \ \\ \ ;14- I I I I I I j I ! III ! ! STORIES: 2.5 °- \ ! 1 ✓ \ � i,v'. o \. I li �' i 11 Iii 6 z 1, _ - -SEASONAL SANITARY SYSTEM °�T �` X'I ' ! HEIGHT: 35 f m �, I / J w _)l; ) Tri IX. 1,43'1 S.F ! ! i ! I ! I I i I I ; I !�! TIDAL WETLANDS BOUNDARY EQUALS SEAWARD � ) \ ��' sr ssro <` ss ' ON-GRADE,SLATE I 1 I ! I ' ! I 1 I FACE OF BULKHEAD AS DETERMINED BY \ ......... ... -'-' " ONE 1 T,000 GAL SEPTIC TANK AND ONES SETBACK FROM SL o ?1sr ti I . I I I I ! I I EN-CONSULTANTS, 05-10-2016 ' / _ (1) 8 DIA. BY 6 DEEP SANITARY. LEACHING' \ �' w� �yF 2.z - ._ OATIO TO R�FJvfAIN' a I : II CREST OF DUNE: 100 I \ 4. ! , \ \ \ / ---. -- POOL-WITH ROOM FOR 50% EXPANSION± E �� _ \ - PROPOSED EDGE O�-CL EARIIViG _ MINIMUM YARDS: I !� -- - fi ' 1 I I 1 1 1 1 ! FRONT: 50 / \ \• \ / -- W0 EA_ y \ \ CHIMN HEATER b I �L 1 i IIi I_j / ODED�R , ��-POOL u r� \ 1, I II �-I I-L00 II SIDE, FOR ONE: 15' . _ I! I j I I I cD DOL EQUIPME LOCATED i t ' III I . I I I I l SIDE TOTAL FOR BOTH: 35' _ �wfTHIN .POOL HOUSE ,/ � \ OP I C 'd�� E j I N ; _..._ ........ � �` - ' ` KWASH DISCHARGED i0.` I "� I i i i I i /dRE�41 d b!D�I� JNGII':'! 1GIIJO � II" I I I ! I I UT REAR: 50' O + - __. (pROPOSED 8'xT DRYWELL'` EXISTING..EDGF --ice - \ j r OF..CLEARING 1 t 'i ! j ! 1j 11jIIIIIIIIiI IIIliilj 111)11111 if I ! I I ! VIII ! I I III Ei ca m TOTAL LOT COVERAGE: _ -- - a Sc ........ .... , FOR A LOT HAVING AN AREA OF 64,996 S.F. ------ 4" PLA ` r FENCE - - NCE - DEER'FENCE PI .;� `FENCE^� \ \ Ir 'r , ' t MAXIMUM LOT COVERAGE = 20� rz_, _.- . - \ , L ° I �r` 0• _ 1, I - r ' r I 0.4'N. "- x- - %- X-Y� 2.5'N , l 64 996 S.F. x 20� = 12 999.2 S.F. y5` _.. _..`:�' I �; K 4"I r, kP I "„ .,v �F" Jfi Xr I J! - kms_ ::1'`C; r FOUND Y� \ \ X\k� - 1 ( j i i 1 t t t 71 - CONC. MON. - / \ .> m 6 �4 _ ._._.._.�3' 6 Iii 60 S9 5 S, WALL ! ( !lI!i 1,� r ! t ! l r i i( I !I 1 l 1 1 t BELGIU �2 ' O °v a s S 0.9'S. WOOD RETAINING WA 1.0'S. 'i. ° LOT COVERAGE TABLE (BUILDABLE LAND) N/F JAMES & I y ° �R'c�1yq "M eL CK CURB N mc`n a w v c`n o o 3? r EXISTING ONE STORY SEASONAL POOL HOUSE STRUCTURE EXISTING (S.F.) PROPOSED (S.F.) MARY ELLEN DUFFY I n S 78°3695097 W 377.51 f (INTERIOR TO BE REMODELED) ��J VACANT DWELLING 3553.0 (5.46%) 3,781.3 (5.82%) ° F. FL EL.: 51.2 G.FA: 316 S.F. f EXISTING CESSPOOL TO BE ABANDONED f WOOD DECK 716.6 (1.10%) 217.9 (0.33%) ! I ° AND REMOVED IN ACCORDANCE WITH POOL 1396.6 (2.15%) 1,396.6 (2.15%) S.C.D.H.S. STANDARDS = Y ban onment of existing sanitary system must 1:I`c POOL HOUSE 314.0 (0.48%) 314.0 (0.48%) c1eC Li11 (') �-11= InLpGCf� �n�' �. L >ibgnit S {+ A 1}ireTn.�a� S vU,,oiif SOL+city C1e t. ®1 Fa�• It1� Seri-@s. conformance With depa ►.�t reqs proof. SED PATIO 446.1 (0.69%) 549.4 (0.84%) ���J7Q0, �� f•'{1JUIs }n r�Civ'311CF 1�tAd farm�J V� 4-�_---- & TEPs i6 TO Schedule it sp-Ict,crl(s) � . , GAZEBO 110.5 (0.17% 110.5 0.17% 1 -,� 1 � .� � r comp °.:. ARBORS 146.2 (0.23%) 102.3 (0.16%) v TOTAL 6,683.0 (10.28%) 6,472.0 (9.95%) HOUSE N/F MICHAEL & DARYL MALTER DWELLING W/ PUBLIC WATER co SITE PLAN L101 PREPARED BY STUDIO CICETTI ARCHITECT PC No GARAGE '� Y WAS USED FOR THESE CALCULATIONS. � �� ,�tLi} �I`}�CGi`;qT1'niV :i(ti �'%1=1�T 0,= i'eA,(T}'}-SERVICES `�; VO 11-08-2016 TH LANDING AND STEPS VAG GROSS FLOOR AREAS: EC:I'fIT I"OTS APPROVAL OVAL O7 C0<"dSTfRL1GTk �F oR A � � 09-28-2016 TH MAIN HOUSE SANITARY SYSTEM VAG EXISTING G.F.A.: 4,915 S.F. r' 811 . � PROPOSED G.F.A.: 8,904 S.F. i 4,Idti'�1-7/'N":L"t FF!nE,iD� t': A D L� �'� / ND 07-26-2016 TH GENERATOR,PATIO,BUFFER,STAIRS,&NOTES VAG POOL HOUSE G.F.A.: 316 S.F. -r�._ •�� j__A_(�(. C...�_� DATE BY DESCRIPTION APPRVD JAN 0 4 2017• REVISIONS ABOVE AREAS PROVIDED BY STUDIO CICETTI ARCHITECT PC. IRA & SUSAN AKSELRAD -�'"- •--------- 1965 BROADWAY,APT.18B N/F JOAN D. KUBEC -FST/ 1 Iy��`T�' �� m0%� ,"'1NEW YORK,NY 10023 DWELLING W/ WELL GREATER THAN 150' AWAY rr��'I ,��� + .�' ° E/1"�y'I;.­, Ir.;',T'r AKSELRAD RESIDENCE 4125 NASSAU POINT ROAD,CUTCHOGUE,N.Y. CARPENTER ROAD TAX MAP NO.:1000-111.00-09.00-006.004 NOTES: 0 cZ, SITE PLAN THE EXISTING SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON A SURVEY iJ� OF LOTS 25 & 26, AMENDED MAP A OF NASSAU POINT, PREPARED BY NATHAN T. '��-�<aT G��DI� CORWIN III LAND SURVEYOR, P.C., LAST DATED MARCH 07, 2016. f. '�: �, � ® AYN R OUP,P.E.&L.S.PLLC �;, SURVEYORS CIVIL ENGINEERS SITE PLANNERS cl)* r; '3' * DEERFIELD GREEN P.O.BOX 720 SUBDIVISION INFORMATION: THE REFERENCED PARCEL IS LOTS 25 & 26 OF THE = ' v WATER MILL,NY 11976 „ �!!� (631)726-7600 AMENDED MAP A OF NASSAU POINT, FILE NO. 156, FILED AUGUST 16, 1922. SCALE: 1 = 20 DESIGNED BY: VAG SCALE: 1"=20' DWG.NO. 0' 20' 40' 60' �. ✓°• 073`�NN <r' ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED ON N.A.V.D. 88. apuee©1as�' DRAWN BY: TH DATE: 05/20/2016C-1 VINCENT A.GAUDIELLO APPROVED BY: VAG FILE NO.: 3232 PROFESSIONAL ENGINEER NO.073544 U7 O N p W V! J POOL J UA HOUSE o 0 SURVEY OF z m W o �` 3N in �► ,, LOTS 25 8c 26 s. o U, 1 DE K1 ^ '>1 D.2�N. - \ AMENDED MAPA OF �� '11i �►1 I► 1111111�� � ' A �� e� o NASSAU POINT 1 x A w N I ��� III I 11111111 I�'�°PI I I I II 11 m '� FILE No. 156 FILED AUGUST 16, 1922 Ln \ -�, .1-� 5� // /' I I I I I I I I I I I I I I 1 I I I I 1 1111111 1111 11 �� `"' SITUATE Q T 2 4 m o I I I ^ 1^^� ^^�^^^ F N/ 7�// / / r �II I I I I I I I I I 1 11 111 II 111 111111 cn L DE2N ^ �^'�"� h WIRE FENCE 51.2 r / // / / / III 11 11 I 1 I 1111 1 I o NASSAU POINT 11111111 I I I IIIIIIII 111111111111 11111 I Lo � D \ NEDOERa.W 56.71 I I /�// I j�llll 111111 1111 IIIII111111II 111 � TOWN OF SOUTHOLD ARBOR ^^,� I I I \ \ Ix /� / / / I VIII 111 11�111 II I1 SUFFOLK COUNTY, NEW YORK ''" 111111111II 11 II r? S.C. "TAX No. 1000- 111 -09-6.4 / � 1II 1 1 1 1 1 I I I I I II 1 I II � N J 1 \ \ \ II � I11 I 111111 II / :- 1"A�•SLSE 6 4.Z8 D �� // � � 111111111 I I I I II �I I I I I I I I I1111111111 � � � SCALE 1 "=20' 1 x 5.9 STEPS \ N \ 1 1 1 1 1 1 JULY 31 , 1997 _ -�- 65.6 N I \ / I o l, i l 11111 V I I I ISI I II II1111II II 111111111 I ' \ UNDERGR PA 1 I I I I I I MARCH 19, 2013 ADD TOPO TANK 34.7' a 11.9 I or ° \ \ III I II APRIL 22, 2013 REVISE PROPOSED DECK _ rc 15'B I \ \ I I I I I I r 1 111111111111111111 I11111111I111 FEBRUARY 4, 2014 UPDATE SURVEY 68 ..^,,�.••^^ x,•�-�'""" N /.'. '•'O..d 'd °e.s, e • I'��\ I 43.i� •lx }II II I11I 11111 I�I,-11-}1111-11 NOVEMBER 9, 2015 ADD S.C.TAX No. 1000-111-09-6.3 • a dn. a )) $ .•.^^�^^macv GROUND ELECTRIC LI .�a a' ad o �o ( I I 1 1 III 1�1,I�1�-1 11 1 I I DECEMBER 19, 2015 LOCATE WATER LINE, ELECRIC LINE & CESSPOOLS w oo , 'III -•I- I I 1 I I I I 1 MARCH 7, 2016 UPDATE TAX No. & ADD ADJACENT HOUSE TO THE NORTH e•• �"" a �r o 7J6 rJ� / ,�..^ ^ _ - \ I ° ° '• a ° oRAiN ,, mo N r-- N 53.3x1 1 \ I 1 124_ I 1�-IIII I IIIIIIII I I III JUNE 24, 2016 REVISE TO SHOW NEW TAX LOT No. ..-.� -- TREES - < .. 6 • I 1 1 _ 1 I 1 I I I I I 11 ..�-�'�'✓` �, ^^ v ROW OF \ \ ... .d M. nT " I o I I 1 \� I 1 I \\I\1111 I \1111111 111 o NP ° n a. N h 7 .n ASPy� d ° ,. Z o \ \ \ •. 6 r-^^ - I 70 \. ,VEIYAY ' d e de I r - \ \ \ \ • 1\\\\\I\ TOTAL LOT AREA - 5,4091 .731 acq. ft. �aQ' ' a / .rte" 9. x \ 68.5 x s8"2 °r OR a c. 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ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM X .a :'a i t %B� x66'3 / ° _ / / / / / / / / \ \ \ \I\ \111 IL11� AI VT EXISTING ELEVATIONS ARE SHOWN THUS: 50.0 - - [p�f / _ / / e and nBD / / / / 1 1 EXISTING CONTOUR LINES ARE SHOWN THUS: - lu. / 4 8 // / / / / / a_o� \ \ 1 1� 1111 I 1 I I 1 / rc �c 6 DgAIN�- . / 1yP. / / / / / / / / z� \ \ \ \ 11 I I 1 I 1 IIII 111 1 a r / a / / / INGRDUND POOL \ \ \- ■ 1I 1 I 1 III I 1 I F.FL. - FIRST FLOOR • ... a" I ;.! 'e. / /' d. RIM ° / // / // / / 1 / p_ L \ 111 IIII 1111 / x/ fJ \ \ 111111 I I I I I I I I I I 1�1 c.FL. - GARAGE FLOOR a - �. a a -6 BB U! 51.4 \ 5a`f, \ \ \ \■II I I I I1 I I 1 I 1111 I I TB - TOP of BULKHEAD ,� HCl I III I1 BB - BOTTOM OF BULKHEAD _ _ , '� \ \ \ \ 11111 II II11I - WEII a • // TW , - TOP OF WALL ° - n / / / / x/. 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OHIMN / / _ 52.�{ I I11I1III11111 IIj11I1 1111111 111 Z `S' Oil II 1 � II11111111111111111111 0, 3 .12� \\ I � II1 � 1 111 � � II o XT _ IIu, xa6 J1 RA _ _ _ _ 7 •D -7 r WOODE10 `P Ln A Ln _ \ R TW 60 SgETAINING 0 g WALL = n e . � \ \\ \� - - _ � '' \ \\ \\ _\ WAL�� WOOD o 10<•\ c I to \\ \ �\ \\ � _ / / / _ ' _ __ � _ _ 4" TIC�1 -64 -63 62 'S. a .N �. I70.6X \ _ CE -60 61- - - '- /x ° N VENN e � 1 A ' I -�-¢ NCFEE X2.1 \� J 2 7 r 0.6 N. c' L O 1 $ 7 . FOUND ` -72 a 6 CO N;O MON. 6'5�'� w p �. 1 fw X BELGIUM BLOCK CURB 7 8e 71i'.a e p S R 1 a da: d ° a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY� ,,iJEEW YORK STATE LAND TITLE ASSOCIATJON'." \ 00 O Cp, ;7 a"y \ f•t' x ``�" 4 N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan T of t Corwin I I I TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED C TO BE A VALID TRUE COPY. �l yy CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-228 50'MIN. I EXISTING EROSION CONTROL MEASURES 3' PAVEMENT 2"X4" WOOD FRAME 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYSDEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY EXISTING _� �\ FILTER �� MOUNTABLE BERM SILT FENCE TO EXTEND 1.5' MAX. STAKE FIELD CONDITIONS AS CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: GROUND CLOTH PROFILE (OPTIONAL) SILT FENCE AROUND ENTIRE PERIMETER OF / Z (SEE DETAIL) TOPSOIL STOCKPILE, OR TO n FABRIC -� * EXISTING VEGETATION.TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. 50'MIN. EXTEND AROUND DOWNSTREAM PORTION IF STOCKPILE IS ON SLOPE. * CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO.MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT 3 MIN. 10MIN. a AREAS ARE EXPOSED. ; EXISTING _��I- V D 1 GROUND-� 10" FF1LII III II�.v4. * THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. (TYP) 12'MIN. 12'MIN:: : EXISTING QII III v * SEDIMENT SHALL BE RETAINED ON THE SITE. PAVEMENT SOIL STOCKPILE DROP INLET BURIED FABRIC SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL PLAN VIEW 10'MIN. WITH GATE MEASURES SHALL CONFORM TO THE "NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". FRAME 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF NAWAYAMI ORIGINAL GROUND SURFACE MYROMMUSS DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT CONSTRUCTION SPECIFICATIONS PROPERTIES, WETLANDS OR ROADS. CONSTRUCTION SPECIFICATIONS I I ( I I ,' MIN. 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. �- ._-- 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS 1. AN ON-SITE DRAINAGE SWALE SHALL BE LOCATED BETWEEN THE TOPSOIL �� �� REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS. 2. LENGTH - NOT LESS THAN 50 FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE GATHER EXCESS AT A 30 FOOT MINIMUM LENGTH WOULD APPLY). STOCKPILE AND OFF-SITE PROPERTY. �� CORNERS III I 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF 2. REFERENCE IS MADE TO THE SILT FENCE DETAIL (ER-3) FOR MATERIALS SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. AS REQUIRED. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. AND INSTALLATION METHODS. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 3. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE CONSTRUCTION SPECIFICATIONS 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE STABILIZED WITH STRAW BLANKET OR SEEDED TO MINIMIZE EROSION. START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT ENTRANCE TO SITE. 4. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK LIMITED TO, CLEANING AND OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT BARRIERS, BERMS, DIVERSIONS, AND INLET AND AFTER RAIN EVENTS IN EXCESS OF HALF INCH (1/2 ") PER DAY OR 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING EQUAL SNOW MELT. REPAIR OR REPLACEMENT OF SILT FENCE SHALL BE BE USED FOR SHORT TERM APPLICATIONS. PROTECTION. OF STONE. MADE PROMPTLY AS NEEDED. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 5. SEDIMENT TRAPPED BY THE SILT FENCES SHALL BE REMOVED AND PROPERLY JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS DISPOSED OF WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. IS APPROXIMATELY EQUAL TO TWELVE (12) INCHES (ONE-HALF OF SILT METAL WITH A MINIMUM LENGTH OF 3 FEET. FENCE HEIGHT). LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL SITE IS PERMANENTLY STABILIZED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 6. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY BY VILLAGE ENGINEERING. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. PERMANENTLY STABILIZED. AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND MUST BE REMOVED IMMEDIATELY. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND FLUSHED AS NECESSARY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DOME ON A AREA STABILIZED WITH BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST 9. ENGINEERING DIVISION TO BE CONTACTED NO LESS THAN 48 HOURS IN ADVANCE, TO INSPECT EROSION CONTROL MEASURES, OF THE FABRIC FOR OVER FLOW STABILITY. DRAINAGE BEFORE BACKFILLING, BEFORE AND AFTER PAVING OF ROADS AND PARKING LOTS. FAILURE TO OBTAIN ENGINEERING 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH MAXIMUN DRAINAGE AREA 1 ACRE INSPECTIONS DURING THE CONSTRUCTION PROCESS WILL EITHER DELAY FINAL APPROVAL, OR INCUR SUBSTANTIAL COSTS TO THE RAIN. APPLICANT TO EXPOSE INSTALLED COMPONENTS, IN ORDER TO OBTAIN APPROVAL. STABILIZED CONSTRUCTION ENTRANCE DETAIL TEMPORARY SOIL STOCKPILE DETAIL FILTER FABRIC DROP INLET PROTECTION DETAIL NO SCALE NO SCALE NO SCALE WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE 10' MAX. C. TO C. W/ MAX. 6" MESH SPACING) i✓� 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. FINISHED GRADE FILTER 12" 0 INTERCONNECTING PIPE 2'-0" (M 24" 8"TRAFFIC BEARING COVER HEIGHT OFF AX.) = 16" MIN, STAPLES(2 PER BALE) 1'' " (MIN.) BINDING WIRE PLYWOOD 48"X 24" ' �V 8" MIN. 10 MIL PLASTIC LINING STRAW BALE PAINTED WHITE (SEE NOTE 6) C 03 C3 NOTE: .� BLACK LETTERS ® ® IT ® TOP RING TO BE WRAPPED NATIVE MATERIAL CONCRETE 0.5'LAG SCREWS PERSPECTIVE VIEW (OPTIONAL) WASHOUT WITH FILTER FABRIC WOOD OR METAL WOOD POST 3'X 3'X 8' 36" MIN. FENCE POST --- \ STAKES(2 PER BALE) WOVEN WIRE FENCE (MIN. 14 1/2 SECTION A-A GAUGE W/ MAX. 6" MESH SPACING) ® ® ® F-7 NOTE: WITH FILTER CLOTH z o- CONTRACTOR SHALL 20"MIN, 1/8"DIA.STEEL WIRE \\\ LU ® ® ® ® Q // ' FLOW WRAP DRYWELL RING UNDISTURBED GROUND CONCRETE WASHOUTIVALENGNDETAIL(OR %\\///�//\\ ® ® ® ® � \�/\\\///\ WITH FILTER FABRIC AS EQUIVALENT) y//\///\///\ \ \j/ COMPACTED SOIL STAPLE DETAIL 0 \\//\\\/,\\\/j ORDERED BY ENGINEER. 16 MIN. ® ® ® LL EMBED FILTER CLOTH O %%i\ A MIN. OF 6" IN GROUND. > y\\/i/\\/i/\\ ® ® ® ® \\\i��i//\� w .j ��� w i\\\//i\\\///\\\ - \\i//\\\i//\�, °- O DRAINAGE INSPECTIONS ARE REQUIRED SECTION VIEW NOTES: 1IN IZ - \\/\\\ ® ® ® ® \\/\\\/\\; �_ N Contact TOS Engineering 1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE (MIN') O \\/\\\/\\\/ \ \� at 765-1560 before CONSTRUCTION SPECIFICATIONS ONCE CONCRETEED A WASUM TES 50 WASHED FROM OTOTHEDESIGNARM DRAIN i i i - - //\\//\ \///\\/ Backfill, OR Provide Engineer's Certification 2. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED \///`// ® ® ® ® //\// AREA AND ALLOWED TO HARDEN,THE CONCRETE SHOULD BE STAKE \moi that the drainage has been installed to Code, BROKEN UP,REMOVED,AND DISPOSED OF OFFSITE. _ _ (TYP•) CONTRACTOR TO DISPOSE OF HARDENED CONCRETE ON A A A133 C3 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES REGULAR BASIS. y - - OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 9 FT.OF THE TEMPORARTHE CONCRETE YCONCRETEWASHOUT FACILITY.SIGN SHALL BE INSTALLED WITHIN 30 _ _ ® ® ® $� 3'-0" 4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL EROSION &SEDIMENT CONTROLS 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, _ 10 MIL PLASTIC LINING (MIN.) 113 1171 FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. IMPERMEABILIITYOFTHEMAATTS ERIATLcoMPROMISETHE - - " 5. WASHOUT FACILRIESMUST BECLEANED,OR NEW FACILITIES � � � � � � � � Shall include blit not be limited to: FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6 MAXIMUM MESH OPENING. MUST BE CONSTRUCTED AND READY FOR USE ONCE THE ® ® NOTE: A well maintained Construction Entrance, WASHOUT IS 75%FULL. PLAN STRAW BALE(TYP,) 6' MIN. PENETRATION 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- 6. STRAW BALE AND STAPLES MAY BESUBSTrruTED WITH BACKFILL MATERIAL SHALL BE Wire Backed Silt Fencing, stabilization & LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, ALTERNATE SECURING MEASURES SUCH AS CONCRETE BLOCK. INTO A VIRGIN STRATA Seeding of exposed and/or inactive soils, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. CLEAN SAND AND GRAVEL OF SAND AND GRAVEL 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. GROUNDWATER L T-O" (MIN.) APPROVAL OF STORMWATER MANAGEMENT 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN CONCRETE WASTE MANAGEMENT DETAILS CONTROL PLAN - o nCo e er236 BULGES DEVELOP IN THE SILT FENCE. N.T.S. ON - SITE DRAINAGE DRYWELL Date: - SILT FENCE DETAIL Approved by: u N.T.S. NO SCALE 12-21-2016 TH EROSION ANDS MENT CONTROL MEASURES VAG 11-08-2016 TH LANDING AND STEPS VAG 09-28-2016 TH MAIN HOUSE SANITARY SYSTEM VAG 07-26-2016 TH GENERATOR,PATIO,BUFFER,STAIRS,&NOTES VAG DATE BY DESCRIPTION APPRVD REVISIONS IRA & SUSAN AKSELRAD 1965 BROADWAY,APT.18B NEW YORK,NY 10023 AKSELRAD RESIDENCE 4125 NASSAU POINT ROAD,CUTCHOGUE,N.Y. TAX MAP NO.:1000-111.00-09.00-006.004 OF N4E�� EROSION & SEDIMENT CONTROL DETAILS THE RAYNOR GROUP,P.E.&L.S.PLLC J SURVEYORS CIVIL ENGINEERS SITE PLANNERS •. "'� 40 DEERFIELD GREEN P.O.BOX 720 WATER MILL,NY 11976 (631)726-7600 DESIGNED BY: VAG SCALE: 1"=20' DWG.NO. 0. 0735*�k�'o DRAWN BY: TH DATE: 05/20/2016 Fcs�101 C-2 VINCENT GELLO APPROVED BY: VAG FILE NO.: 3232 PROFESSIONAL ENGINEER NO.073544 SURVEY OF LOTS 25 1 26 J� AMENDED MAP A OF W NASSAU POINT \moi FILE No. 156 FILED AUGUST 16, 1922 �0 ~ �' SITUATE z6.0� m 39 NASSAU POINT DECK TOWN OF SOUTHOLD WALK 0.2'N• "J O.L•N-/S- eh o SUFFOLK COUNTY, NEW YORK WOOD WALK • S.C. TAX No. 1000- 111 -09-6.4 ^^ '3 5. 24 r7 SCALE 1 "=20' O __ \. z cn JULY 31 , 1997 L O T m FENCE ` WIRE FES 1.0'S. FENCE ■ � p MARCH 19, 2013 ADD TOPO FENCE 1 Q0 APRIL 22, 2013 REVISE PROPOSED DECK CHAIN LINK 0FEBRUARY 4, 2014 UPDATE SURVEY LA HEDGE R0 ^'' 00 NOVEMBER 9, 2015 ADD S.C.TAX No. 1000-111-09-6.3 FENCE ■ DECEMBER 19, 2015 LOCATE WATER LINE, ELECTRIC LINE & CESSPOOLS o•g5. N WODECK ' MARCH 7, 2016 UPDATE TAX No. & ADD ADJACENT HOUSE TO THE NORTH OD (T� & STEPS ■ N TE PAT1D v s JUNE 24, 2016 REVISE TO SHOW NEW TAX LOT No. 51A Q TE m a AUGUST 28, 2018 FINAL SURVEY / FENCE WALK SLA 2.2'5. SLPTENaQ STEPS ■ > 1N o ' IN 0❑ � o c 133 343 ~��� n V� TOTAL LOT AREA = 75,409 sq. ft. 1 .731 ac. ` ee 2 DRYWELLS A'�`�_�. / .\I °' �. ■ d e » E ^^ UND ELECTRIC _ o I e• ERGRO ° ° e. 1 ° o N ■ a d ° �{e 36'50 50 UND ND e u ' STEPS 78 OF TREES (5) AIRGFtAVEI d'.°. ' : .A' e . , e . i e � O ■ W000 PS ° :° °' ��P1 U n ROW UNITS ON e GRAVEL DRIVEWAY I & 1 ENDINGS • . .. Y Lj�O d °. A° .° 4 .d.. las' 120, �, SEPTIC SYSTEMTIE MEASUREMENTS 1C UNDERGROPPINIE� ° ° A. ~_MEF R TA K CAP e ° d ORY HOUSE y TOR ON :e Is ENCLOSED r !� d' e • ��^ O 1 OVER —1241' �, HOUSE HOUSE GE 9cl SLAB APRON N G 1 WALK-IN _ �^ W CORNER OA CORNER [g] ' A BELGIAN.BLOCK CURB A � 1•J S • d ° .e ' �n N 11 _ - - -- - ➢ :p SEPTIC TANK A °°.. ° '°' °.' d'.O ° ° �1 12�' 1�pDTDECK WALK-IN SLATE STEPS ' A OUTLET COVER 19' 19' a ° ° GRATE f y AVER SLATE gc LANDINGS OR ° ° : P ,:, �, �WEL LEACHING POOL W , A a A pas a S�TEWALK r+ •—.�D ; —, o COVER #1 27 1 6 ° N LEACHING POOL A ° ❑ 1 Z .c a 2= .A a' ° y m p.^ COVER f�2 D e 1\ A. e a ° °: . :a ® SEPTIC' AN IC w w 52_NC WALLS - °F�`'" ' � SEPTIC SYSTEM TIE MEASUREMENTS OT " . �. [��E WPLK IN SAND I POOL HOUSE ° s0� ° ° ° A " ° i LFAC`I#1 m SLATE SVGS/ Z ■ m -I HOUSE HOUSE v . d e A POO LAND ' z Y °. d Z '.e °.d ° /u�.'. 0 _ - , m m rT'► CORNER FA CORNER 4 ° WATER LINE;--4, w d P� a ° d TE WALK IN ff SAND _ I a �• d w , , WALL SEPTIC TANK , , A °. \ .° I - d .e' __• - SONE �, OUTLET COVER 38 37 W W e � � a.. OP IpMs �a�'— ' _ \ Hpz TUB LEACHING POOL , ° d° —Dl — - w — COVER 52 55 FACHING Z ° ° ... n i i,"•.� �rD Poou #2 INGROUND POOL — — — — i o i Z rn e V - _ °d Aro " �S i — -00 �' " m — �m _ TE �� I — °' CO a. STEPS °: °. �; 6.5 .. L' ■ gG.6' Car Vol A < ° d°. ° ° TE WALK Pool HOUSE zo — O S i{t �W 16.6 o a 1^y 4 ■ r� A � +� u■� ��1■" FRPME D�{WELL a I m S �l11d � � ° 000 WALL > G (� °. 2- e ON ° UNDE FRCP C P� Oo� W WR C UNN�O SN WER 1� % ■ 2 0 n ik Sd r U m DRNN TANK r= SLATE V .a' - •°'' � ® STONE WALL I gLKH• �lS�e ����� O 0.3' r_ f �L. o G n0 1 ■ N. , i.+i ,v' 6.. D Lv:�>� � ,� I d Z • ° d 9%'" LOT 26 ,-- 11� INCE % Tl., �3 SEP 2 0 2,918 ° 2,0 N• WOODED AREA DRYWELI-'-'�1 ■ 37 1 / f FENCE C �<,t...,Z.N.<,,.4r.-.,i "G.;>p:.•n� d° L cvw4 AIN1NG WALL = WOOD A ° ' FENCE VIALS REI a t� FENCE 5.6'N. .9 ° A /XiX r v d e DFENCEIIX�xSUFFOLK COUNTY EER �x APAR °�PgRrhf NT OF : .° dAL OF A u A 'd' _K 'S^'�Ly r:,Er f• e 'X/�c�" �• ",lei ­rAND Z o oE4'N 1 4 . do� 201R wa H.S. Re 0. /o- O O _ FENCE 2 7 - .4@ L ^rc ' �t!ad -.ai a1�t�r at 0 S' r.�, 3ystzct;ry r y this� this on have o.s N. I,� to s arM/ar ra,'UFed b $'IK�1Y 1�CJ1'y�; $ FOUND ^'�itlr i_,11elyV� rltorOl, �£9n ° f' CON D MON- I.iAA ingg� $,3 6,5 p" W rP of moo- BEDROO S. to Q� BELGIUM BLOCK CURB c -7536'50" � Craig e ORrWAOffj of nef�p_r, P•� C� d ' astetli- Chief ° y °. .a r e' .° PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. ANDjPPRaVEA AND ADOPTED FOR SUCH USE B`,117EEW YORK-STATE LAND TITLE ASSOCIATION.� V+ > Cj: Nt., l 130 ..� cA ` P <..7 ,rrr N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS VIOLATION OF Nathan Waft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED To BE A VALID TRUE COPY. L CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- 'PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New YG-k 11947 35-22BA MECHANICAL SYMBOL LIST PLUMBING SYMBOL LIST MEP SCOPE OF WORK RESCHECK COMPLIANCE NOTES PER 2015 IECC DOB FILING DRAWING LIST general note: SHEET DWG NO. DRAWING TITLE all drawings,specifications, plans, ideas, arrangements, and DUCTWORK designs represented or referred to are the property of and owned S/W SOIL OR WASTE PIPING 1) HEATING, VENTILATION AND AIR CONDITIONING 1. DUCT INSULATION - ALL SUPPLY AND RETURN AIR DUCTS AND 1 T-100.00 MECHANICAL COVER SHEET by studio Cicetti architect pc, whether the project for which they ®UP ©DN SUPPLY DUCT (UP & DOWN) -------- V. VENT PIPING PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 are prepared is executed or not. they are created,evolved, AC SYSTEM COMPONENTS 2 SU-100.00 UTILITIES SITE PLAN developed, and produced solely for use on and in connection with C.W. COLD WATER PIPING INSULATION WHERE LOCATED IN UNCONDITIONED SPACES AND A UP ©DN EXHAUST OR RETURN DUCT (UP & DOWN) - H.W. HOT WATER PIPING - FURNISH AND INSTALL FULLY OPERATIONAL VARIABLE REFRIGERANT FLOW MINIMUM OF R-8 INSULATION WHERE LOCATED OUTSIDE THE 3 P-100.00 CELLAR PLUMBING PLAN this project and none of the above may be disclosed or given to SYSTEMS CONSISTING OF (4) 5 TON MITSUBISHI DX SPLIT SYSTEM, OR BUILDING. WHERE LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY, or used by any person,firm,or corporation for any use or --- H.W.R. HOT WATER RETURN PIPING APPROVED EQUAL, WITH DISTRIBUTION OF REFRIGERANT PIPING TO DUCTED THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE 4 P-101.00 1ST FLOOR PLUMBING PLAN CEILING DIFFUSERS purpose whatsoever,except upon the written permission and G G. GAS PIPING AIR HANDLERS FOR THE CELLAR, GROUND AND SECOND FLOORS. AIR BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY A 5 P-102.00 2ND FLOOR PLUMBING PLAN direction of studio Cicetti architect pc. SUPPLY TOP REGISTER OR GRILLEHANDLING UNITS SHALL BE EQUIPPED WITH HOT WATER HEATING COILS IN MINIMUM OF R-8 INSULATION. ALL DUCT INSULATION SHALL MEET THE S/W EXISTING SOIL OR WASTE PIPING THE DISCHARGE AND PROVIDE BOTH HEATING AND COOLING. STANDARDS OF MC604. 6 P-103.00 ROOF PLUMBING PLAN V. EXISTING VENT PIPING EXCEPTIONS: 7 P-200.00 PLUMBING DETAILS & NOTES -+- EXHAUST OR RETURN TOP REGISTER OR GRILLE - c.w. EXISTING COLD WATER PIPING AC HEATING CONTROLS no. date submission / &WHERE LOCATED WITHIN EQUIPMENT. 8 P-300.00 SANITARY RISER DIAGRAM - - H.W. EXISTING HOT WATER PIPING EACH AC-HTG SYSTEM SHALL BE CONTROLLED BY A REMOTE CONTROLLER B.WHERE THE DESIGN TEMPERATURE DIFFERENCE BETWEEN THE INTERIOR -+- EXHAUST CEILING REGISTER OR GRILLE g p-400.00 HW & CW RISER DIAGRAM 1. 11.18.2016 BID SET H.W.R. EXISTING HW RETURN PIPING IN EACH SPACE ALL CONTROLLERS SHALL BE LINKED TO A CENTRAL AND EXTERIOR OF THE DUCT OR PLENUM DOES NOT EXCEED 15-F (8'C). G G. EXISTING GAS PIPING CONTROLLER LOCATED IN CELLAR MECHANICAL ROOM. CONTROLLER SHALL BE 10 P-500.00 GAS RISER DIAGRAM 2. 12.14.2016 BUILDING DEPT. SUBMISSION CONNECT NEW WORK TO EXISTING CAPABLE OF REMOTE ACCESS VIA INTERNET CONNECTION. 2. SUPPLY & RETURN DUCTS j GATE OR BALL VALVE EXCEPTION: DUCTS LOCATED COMPLETELY INSIDE THE BUILDING ENVELOPE. 11 P-600.00 PLUMBING SPECIFICATIONS NEW WORK HEATING SYSTEM COMPONENTS ----- EXISTING WORK OR EQUIPMENT TO REMAIN � QUIET TYPE CHECK VALVE 3. DUCT TIGHTNESS TEST 12 M-100.00 CELLAR MECHANICAL PLAN FURNISH AND INSTALL FULLY OPERATIONAL NATURAL GAS FIRED HIGH EXISTING WORK OR EQUIPMENT TO BE REMOVED - 11 CLEANOEFFICIENCY HOT WATER BOILER SYSTEM, CONSISTING OF (2) LOCKINVAR MBH EXCEPTION: ALL DUCTS AND AIR HANDLERS ARE LOCATED WITHIN 13 M-101.00 IST FLOOR MECHANICAL PLAN CONDITIONED SPACE. 10x8 NEW DUCT - WITH x DEPTH FPHB FROST PROOF HOSE BIBB DIRECT VENT BOILERS, WITH CIRCULATING HOT WATER HEAT PUMP LOOP AND 14 M-102.00 2ND FLOOR MECHANICAL PLAN Y V.B. VACUUM BREAKER DOMESTIC HOT WATER TANKS. 4. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 15 M-103.00 ROOF MECHANICAL PLAN C FLEXIBLE CONNECTION ® NEW CONNECTION N.C. VENTILATION SYSTEM COMPONENTS 5. DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE 16 M-200.00 MECHANICAL DETAILS 1 INCLINED RISE, IN DIRECTION OF AIR FLOW CAPPED -(2) RENEWAIRE ERV ENERGY RECOVERY VENTILATORS, ON THE SECOND EXCEPTION: ALL DUCTS AND AIR HANDLERS ARE LOCATED WITHIN 17 M-201.00 MECHANICAL DETAILS 2 & PIPING DIAGRAMS FLOOR TO SERVE AS TOILET EXHAUST AND FRESH AIR MAKEUP CONDITIONED SPACE. AD AREA DRAIN - 1,200 CFM KITCHEN EXHAUST SYSTEM WITH REMOTE INLINE FAN FOR 18 M-300.00 MECHANICAL HOT WATER PIPING & SCHEDULES DN INCLINED DROP, IN DIRECTION OF AIR FLOW gp BIDET MAIN PIPING INSULATION - ALL STEAM LINES SHALL BE INSULATED TO MINIMUM MAIN KITCHEN. " " 19 M-400.00 MECHANICAL EQUIPMENT SCHEDULES 2 1/2 UP TO 4 PIPE SIZE. ALL PIPING INSULATION SHALL MEET THE VANED ELBOW. PROVIDE ALL ELBOWS WITH VANES BT BATHTUB STANDARDS OF MC1107 AND MC1204. ALL HOT WATER LINES SHALL BE 20 M-500.00 MECHANICAL SPECIFICATIONS EVEN IF SYMBOL MISSING D DRYER 2) PLUMBING SYSTEM INSULATED TO MINIMUM 1 1/2' UP TO 1 1/" PIPE SIZE, AND 2' UP TO 8' 21 E-100.00 CELLAR ELECTRICAL PLAN DW DISH WASHER PIPE SIZE. REFRIGERANT PIPING INSUALTION UP TO 1 1/2" SHALL BE STANDARD RADIUS ELBOW WATER SERVICE INSULATED TO MINIMUM 1/2' AND 1" UP TO 8" PIPE SIZE. ALL PIPING 1 22 E-101.00 1ST FLOOR ELECTRICAL PLAN FD FLOOR DRAIN -NEW 1-1/2" DOMESTIC SERVICE WITH DT201 METER VAULT. METER BY NSULATION SHALL MEET THE STANDARDS OF MC1107 AND MC1204. iz ACOUSTICAL DUCT LINING IW INDIRECT WASTE SUFFOLK WATER. 23 E-102.00 2ND FLOOR ELECTRICAL PLAN -NEW WHOLE HOUSE FILTRATION SYSTEM. 7. AIR BALANCING -THE CONTRACTOR SHALL TEST, BALANCE, AND ADJUST 24 E-200.00 ELECTRICAL SERVICE EVULATION, VOLTAGE DROP CALCS OD VD: MANUAL VOLUME DAMPER LAV LAVATORY ALL NEW AND EXISTING REGISTERS AND DAMPERS OF SYSTEMS UNDER COD: CABLE OPERATED DAMPER NEW NEW FIXTURE SANITARY SYSTEM COMPONENTS NORMAL OPERATING CONDITIONS TO ASSURE PROPER AIR DISTRIBUTION AND 25 E-300.00 ELECTRICAL RISER DGM & STANDBY GENERATOR SCH. FD&AD FIRE DAMPER AND ACCESS DOOR REL RELOCATED & REPLACED FIXTURE - COMPLETE NEW ABOVE GROUND CAST IRON SANITARY WASTE AND PVC AIR QUANTITIES AS SHOWN ON THE DRAWINGS. AIR SUPPLY AND RETURN AT 26 E-400.00 ELECTRICAL PANEL SCHEDULES VENTS TO ALL FIXTURES. EACH OUTLET SHAD_ BE MEASURED AND RECORDED DATA TABULATED AND Q RPL REPLACED FIXTURE SUBMITTED FOR APPROVAL AIR BALANCING SHALL BE AS POER GUIDELINES 27 E-500.00 ELECTRICAL PANEL SCHEDULES THERMOSTAT CONTROLLER - NEW UNDERGROUND PVC HOUSE SEWER WITH CONNECTION TO NEW SET FORTH IN SMACNA STANDARDS FOR LOW PRESSURE DUCT SYSTEMS. T �t RADIANT HEAT THERMOSTAT RM REMOVE SEPTIC TANKS. 28 E-600.00 ELECTRIC FLOOR WARMING SPECIFICATION & SCHEDULE AC AIR CONDITIONING EQUIPMENT SH SHOWER 8. DUCT SEALING - SEAL ALL DUCTWORK AIRTIGHT AT JOINTS, SEAMS AND 29 E-700.00 STANDBY GENERATOR SPECIFICATIONS ACC AIR COOLED CONDENSING UNIT STORM WATER SYSTEM CONNECTION TO EQUIPMENT, WITH 3M EC-800 MASTIC OR APPROVED EQUAL CD CEILING DIFFUSER SK SINK - COMPLETE NEW STORM LEADERS AND GUTTERS TO UNDERGROUND PVC ALL DUCT SHALL MEET THE STANDARDS OF MC603. 30 E-800.00 ELECTRICAL SPECIFICATIONS COND. CONDENSING SP STANDPIPE SANITARY WASTE TO DRY WELLS 31 EL-100.00 CELLAR LIGHTING PLAN CLG CEILING V.O. VALVED OUTLET 9. CONTROLS - EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED HOT AND COLD WATER COMPONENTS WITH THERMOSTATIC AND HUMIDITY CONTROLS. THE CONTROLS SHALL BE 7 32 EL-101.00 1ST FLOOR LIGHTING PLAN CFM CUBIC FEET PER MINUTE VTR VENT THRU ROOF - COMPLETE NEW INSULATED HOT AND COLD WATER PIPING DISTRIBUTION DAY PROGRAMMABLE AND CAPABLE OF TO SET BACK OR TEMPORARILY 33 EL-102.00 2ND FLOOR LIGHTING PLAN COD CABLE OPERATED DAMPER W WASHER SYSTEM TO ALL FIXTURES. OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG DR DRAIN F. OR UP TO 85 DEG F. EXIST. EXISTING WC WATER CLOSET - TWO (2) STAINLESS STEEL INDIRECT DOMESTIC HOT WATER HEATERS. - NEW CARBON AND SEDIMENT HOUSE FILTRATION SYSTEM. 10. MAINTENANCE MANUALS - OPERATING AND MAINTENANCE MANUALS ARE FAI FRESH AIR INTAKE TO BE PROVIDED TO THE BUILDING OWNER BY THE MECHANICAL ELECTRICAL POWER LEGEND CIVIL ENGINEER VINCENT GAUDIELLO, PE FC FLEXIBLE DUCT CONNECTION GAS SYSTEM CONTRACTOR. MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR THE RAYNOR GROUP, P.E. & L.S. PLLC I.W. INDIRECT WASTE - NEW LPG TANK AND DISTRIBUTION TO BOILERS, POOL EQUIPMENT, EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE. KX KITCHEN EXHAUST APPLIANCES, AND EMERGENCY GENERATOR. REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY JUNCTION BOX WITH CONNECTION 860 MONTAUK HIGHWAY LBD LINEAR BAR DIFFUSER STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL S EQUIPMENT WATER MILL, NEW YORK 11976 631-726-7600 3) ELECTRICAL SYSTEMS S - 2POlE HEAVY DUTY SWITCH LBR LINEAR BAR RETURN THE (ABEL SHALL INCLUDE THE TITLEOR PUBLICATION NUMBER FOR ®'Antonlo Consulting MTD MOUNTED THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL TX-1 TOILET EXHAUST FAN NO:1 ELECTRICAL SERVICE AND TYPE OF PRODUCT. DISCONNECT SWITCH WITH CONNECTION Engineers, P.C. TO EQUIPMENT 30 W. Waukena Avenue TBD TBD TYPICAL - NEW 400 AMP/1 PHASE UNDERGROUND SERVICE WITH SERVICE SWITCH, 11. HEATING AND COOLING LOAD CALCULATIONS - HEATING AND COOLING Oceanside, NY 11572 516.594.4284 OUTSIDEON BE DETERMINED METER CABINET AND 400 AMP DISTRIBUTION PANEL. LOAD CALCULATIONS HAVE BEEN CONDUCTED, AND ARE IN ACCORDANCE WTTI I Job #1616 VD VOLUME DAMPERS NEW ELECTRICAL PANELBOARD STRUCTURAL ENGINEER ASHRAE/ACCA 183 STANDARDS. POWER DISTRIBUTION WMS I WIREMESH SCREELNEVAN AKSELRAD, PE - NEW POWER PANELS WITH DISTRIBUTION TO ALL MECHANICAL, POOL AND 12. SHUTOFF DAMPER CONTROLS - BOTH OUTDOOR AIR SUPPLY AND EXISTING ELECTRICAL PANELBOARD 16 JAY STREET FL3 ELEVATOR EQUIPMENT, AND TO CONVENIENCE OUTLETS AND APPLIANCES. EXHAUST DUCTS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS THAT WILL SHUT WHEN THE SYSTEM OR SPACES USED ARE NOT IN USE. CONDUIT BRANCH CIRCUIT HOMERUN NEW YORK, NY 10013 917-689-0301 GENERAL NOTES LIGHTING SYSTEM TO PANELBOARD AND CIRCUIT NUMBER. FILING CONSULTANT - CONVENTIONAL LIGHTING SYSTEM. LIGHTING FIXTURES, SWITCHES AND 13. SERVICE WATER HEATING - SERVICE (DOMESTIC) WATER HEATING NUMBER OF ARROWS INDICATE NUMBER OF AEN CONSULTANTS 1. SCOPE OF WORK; COVER PLATE AS PER ARCHITECT'S SPECIFICATIONS. EXTERIOR AND EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF CIRCUITS 1319 NORTH SEA ROAD FURNISH AND INSTALL COMPLETE MECHANICAL/ELECTRICAL/PLUMBING SYSTEMS AS INDICATED ON THE PLANS AND MEP SCOPE OF 110 DEG F. AND 90 DEG F. FOR OTHER OCCUPANCIES. WORK. LANDSCAPE LIGHTING. O SMOKE DETECTOR, 115V WITH BATTERY BACKUP SOUTHAMPTON, NY 11968 631-283-6360 14. SERVICE WATER HEATING HEAT TRAPS - WATER HEATING EQUIPMENT NOT 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE CODE, LOCAL FIRE DEPARTMENT RULES AND TELECOMMUNICATIONS SYSTEMS SUPPLIED WITH INTEGRAL HEAT TRAPS AND SERVING NON CIRCULATINGstudio CICettI arChiteC$ C REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. - TELEPHONE/DATA/INTERCOM SYSTEM WITH MAIN PANEL LOCATED IN SYSTEMS SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND COMBINATION SMOKE/CARBON MONOXIDE p ® DETECTOR, 115V, DISCHARGE PIPING ASSOCIATED WHIT THE EQUIPMENT. WITH BATTERY BACKUP 172 beard street, brookyn, ny 11231 718.875.1460 BAS 3. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF EMENT AND (2) CAT 5 HOME RUNS TO TELEPHONE OUTLETS IN ALL PUMPS SHAL HAVE CONTROLS THAT MANAGE OPERATION OF THE PUMP AND BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING LOCAL AGENCIES. ROOMS. LIMIT THE TEMPERATURE OF THE WATER ENTERING THE COLD WATER PIPING project: 4. BEFORE SUBMITTING BIDS, G.C. AND ALL TRADE CONTRACTORS SHALL VISIT THE SITE TO EXAMINE EXISTING CONDITIONS, AND CABLE TV TO 104 DEG F. AKSELRAD RESIDENCE FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT UP DURING THE BID PROCESS. - CABLE SPLITTER PANEL LOCATED IN BASEMENT WITH COAXIAL CABLE MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK HOME RUN TO PLAYROOM, SUITE, LIVING ROOM, KITCHEN, STUDIES AND ALL ENERGY CODE COMPLIANCE STATEMENT: SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. BEDROOMS, AND HOME RUN FROM ROOF SATELLITE DISH TO BASEMENT `TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL PANEL JUDGEMENT, THE PLANS AND SPECIFICATIONS FOR THIS 5. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, BUILDING PROJECT ARE IN COMPLIANCE WITH THE ENERGY CODE" 4125 Nassau Point Rd., Cutchogue, NY 11935 MANAGEMENT OR BOARD OF DIRECTORS. SECURITY SYSTEM 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED - FULL HOUSE SECURITY SYSTEM MECHANICAL CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR LIGHTNING PROTECTION. EXE OUAON OF TASKS. T E CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE - FULL PROPERTY LIGHTNING PROTECTION (SEE NOTE ON DWG. SU-1) COVER S H H ET 7. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 4) EMERGENCY GENERATOR PLUMBING, ELECTRICAL, ETC. - STANDBY GENERATOR, EXTERIOR PAD MOUNTED, PROPANE GAS FUEL WTTH 55 DB SOUND ENCLOSURE. 8. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN - 240V/1 PH SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH. THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. - EMERGENCY CIRCUITING DISTRIBUTION WIRING TO HEATING SYSTEM seal&signature: date: 11.18.2016 9. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN COMPONENTS, scale: AS NOTED THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. APPLIANCES, EGRESS LIGHTING AND OTHER CRITICAL HOUSE COMPONENTS _ drawn by B.Y. OF N E VV Y checked by: G.D. ° ° 10. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON �� o THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. �Q CPN ,'IV 'p� drawing no.: T- 1 0 1 �Q 7092q13DD RpFESS�oN�� cad file no.: ©copyright studio Cicetti architect pc m1 general note: z 3 c�6, 1 , all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned DECK WALK0.2AD by studio Cicetti architect pc, whether the project for which they - 'N _�-- ,, ., �O� are prepared is executed or not. they are created, evolved, � developed, and produced solely for use on and in connection with Wo°D wA�K Cb �C' this project and none of the above may be disclosed or given to �'"�• or used by any person, firm, or corporation for any use or r� x �• r'J purpose whatsoever, except upon the written permission and (2) DRYWELLS LO1 t,, direction of studio Cicetti architect pc. NEW 1,000 GAL. UNDERGROUND 8 DIA. BY 9 DEEP FENCE r- r' PROPANE TANK EXISTING UTILITY o:.2N. �-wIRE FENCE O C (SEE GAS RISER DGM) •♦ 1�-�� POLE ACROSS '� I• W no. date submission STREET 25 KW LPG STANDBY GENERATOR. SEE LOCATION OF (4) wood •� -- ►, 00 ELECTRICAL DRAWINGS FOR DETAILS. NEW CONDENSERS ARBOR • — • —� , � I • � N 1 . 11 .18.2016 BID SET `•�°NC WA 2. 12.14.2016 BUILDING DEPT. SUBMISSION UIJDERGROUND o NEW BELOW GRADE LINE OF 20 FT SIDEYARD SETBACK TANK �C) UTILITY FEED (BY UTILITY CO.) TF STING UNDERGROUND _ , E_ _ _ems o �1 CTRICAL SERVICE _ �� --E-- ----- _� NEIN 400 AMP D IN 3" CONDUIT 58. 119 I� -- ELEC. METER --- - _ _ _ I (SEE DETAILS) 550 _ l36 RAIN n $r- J _ 4 ( ? 1 0 I ; WODU SZEPS L P / 22P-9" \. ,P,, SRI � , J J AC7 � ' I & LANDING t 5" STORM o i _ , r !•r I 13 a----- �G-1 �-'�' 6 LEADER X5.2' 12 o i I y I J OYER SUaSE 1` F I ` ,s -MAINTAIN 36" CLEARANCE00 1X� J i 1 1 ON ALL FOUR SIDES '<==" 13 LAMP s 1 I 13 y --=_—----- POST O u C�► 1 PROPOSED SANITARY SYSTEM BELGIAN 1 2,500 GAL. SEPTIC TANK ��R POCK CURB su�TE �p (2) 8' DIA. BY 12' DEEP APRON c?°RY ,` I 1 3� 6 •31 1 L �Fy i �P 1 I ' t SANITARY LEACHING POOLS , {e' I � -7,SwoPOST A11- Z W/ ROOM FOR 50% EXPANSION _ 2 2p 2 J X N o _}�- 09- PROPOSED F' " ` PROPOSED TA r!o 1 ooG_111 iNEW 1 \ ST HOUSE SEWER ARY ' DRYWELL N o I 1 AX O • �'" z 5.0 LU w 8 DIA. BY 8 a 0 52. DEEP i RAN , N � �� 1 REMOVE &- ONC. a�Es w •" _ I � I L D ;? REROUTE �UW — I 1 (5► z ST _ X — ST WATER LINE _____w �_ - ""_ 5" STORM LEADER 03 Q --------- EXISTING—•• EX 1" PD, 13 WATER WATER 13 —' % G ZFBO 1 , I SE_RV_ICE — i/ aTsSERVICE YP •� ' NOROUNDLINE QV PCOE _ s ` CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC —WEL;_ _- ��i ' �� 860 MONTAUK HIGHWAY Y:�-�� I WATER MILL, NEW YORK 11976 631-726-7600 (� 80 3(�' S® _�j;i BELGIUM FLOCK CURB —" 00 I 'Antonio Consulting Y MA'^ ® i earl �w, , P. ■ DRAN A eoR lam✓ 30 W. Waukena Avenue WOOL .?' 22 '1 90.6 Oceanside, NY 11572 516.594.4284 / Job #1616 FRAME �OOI_"ousE �" f sroN' W w�c2a B' _ i STRUCTURAL ENGINEER � "- -' � P p IPMENZ � ��m ' 13 ADD ALTERNATE 1 �_ I ` 16 JAY STREET FL3 I DRAIN _ �Y .` y U EVAN AKSELRAD PE �= 1 ^ S1E l NE CHiM� ` NEW 1Y DOMESTIC, 231 o SD — '" - -- NEW YORK, NY i 0013 917-689-0301 � � SERVICE J FILING__ CONSULTANT -°"a 12AEN CONSULTANTS 1 / I _ =�— 1319 NORTH SEA ROAD 0 1 �, SOUTHAMPTON, NY 11968 631-283-6360 0 377 .51 studio i ettM archit ct pc WOODED AREA ---�_� / 1 \N •� 0 172 beard street, brooklyn, ny 11231 718.875.1460 1.o's. RE'A project: 1 -1 FENCE � WALL �I 1 4 P�p1PE X25" °gS. AKSELRAD RESIDENCESITE PLAN LEGEND SANITARY SYSTEM x ® METERING EQUIPMENT AS SPECIFIED BY UTILITY COMPANY 01 SEE SITE CIVIL PLANS FOR EXACT LOCATIONS & REGULATIONS. 4125 Nassau Point Rd., Cutchogue, NY 11935 SPECIFICATIONS x= LANDSCAPE LIGHTING J-BOX. PROVIDE DEDICATED CIRCUIT. Og UNDERGROUND ELECTRICAL CONDUIT. RUN IN SCHEDULE 40 PVC PIPE. COORDINATE EXACT POWER FOR MOTORIZED GATE ® UTILITIES SITE PLAIN _ x LOCATION OF ALL POWER AND LANDSCAPE LIGHTING RUN SEPARATE UNDERGROUND CONDUIT FOR GATE KEYPAD FENCE -x_ x WFATHER PROOF JUNCTION BOXES WITH ARCHITECT. 10 COMMUNICATION LINK. COORDINATE WIRE SIZE AND TYPE 1 0 � /0 4 N_x_ _x — -- C 'x O LIGHTNING PROTECTION NOTE: r 7 � 1 �0 � ��� � WITH GATE VENDOR. UA FENCE %� �3 WATER METER VAULT "OLDCASTLE" DT201 AS PER WATER — 1 1) PROVIDE A SEPARATE QUOTE FROM A CERTIFIED 2) THE LIGHTNING PROTECTION SYSTEM SHALL BE A CO. REGULATIONS 11 PROVIDE (2) CAT6e CABLES IN 1" SCHED 40 CONDUIT. 1 FouND LIGHTNING PROTECTION INSTALLER. COMPLETE WHOLE HOUSE SYSTEM INCLUDING: LIGHTING DO NOT OVERLAP CONDUITS IN TRENCH AND MAINTAIN 1 coNC MON. „ ® LOCAL REP: RODS, CONDUCTOR CABLES, GROUND ELECTRODES, NEW 1,000 GAL PROPANE TANK MINIMUM 6" SEPARATION BETWEEN CONDUITS. ,� ••�� 1 L_131UM�OCK CURB 11 S GAS FEED MIN. 3FT BELOW GRADE 78° 36 5® NORTHEAST LIGHTNING PROTECTION, LLC UTILITY BONDING CLAMPS AND SURGE PROTECTION. 12 " date: _ 11 .18.2016 (�5 O 1)/,"CW SERVICC LINE seal ---- 10 PETERS ROAD - �' ���� scalc:_- - 1/161,--1 -0 (-Y BLOOMFIELD, 06002 3) THE LIGHTNING PROTECTION SYSTEM SHALL. MEF7 �b�' 13 POWER FOR I.A.11IDSCAPE LIGHTING. �OF NEIL � NATURAL GAS STAND-BY GENERATOR. MAINTAIN SET BACK .� ✓y drawr.!-fir: _�---- -- B.Y. TEL: 800--243-0010 ALL APPLICABLE CODES AND STANDARDS, INCLUDING TO LOT LINES AS PER LOCAL ZONi VG LAWS, AND 3G" -- -- —� '�P tic ANr 09 c.� checks;I by: G.D. FAX: 860-242--1266 UNDERWRITERS LABORATORIES, INC CODE 96A, CLEAR ALL AROUND GENERATOR FOR SERVICE fo `-- ----- -- WWW.NORTH EASTLICHTNlNC.COM NATIONAL FIRE PROTECTION ASSOCIATION CODE 780 -- — ;;t „ drawinr,no.: AND LIGHTNING PROTECTION INSTITUTE CODE 175. UNDERGROUND ELECTRICAL SERVICE FEEDER CONDUITS. n dh' y APPROXIMATE LENGTH FROM TRANSFORMER TO ELECTRICAL ' `�L1­ 1 00 VALUT = 240 FEET (SEE DRAWING E-2.2 FOR RISER USO �o 0g2� (Ju • po � DIAGRAM AND VOLTAGE DROP CALCULATION) ES�O` cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or urpose whatsoever, except upon the written permission and p direction of studio Cicetti architect pc. BBQ uP I no. date submission + II i ! I VG n I 4"W BLW I 1 . 11.18.2016 BID SET ° GAS 2 BURNER- SLAB – I — ! t � - - - --- --- --- � I I 1-_ - - %4 G DROP Y4H&CW I ' "' '- -- 0115 PATIO _ COOKTOP a _. 2. 12.14.2016 BUILDIN DEPT I Y" 1,01kEEISE ROOM W V.0. G SUBMISSION c--, ! DROP r I I - / t - �- -� -- --- ►- -- I � I I o16 REFI H WC LAVL n I �" I I4 Y"CW 'Y2 "H&CW ° KITCHEN I 2"W q SK I n n n I [014 CL05 DROP I I 2 _ 2 2 - DROP PROVIDE WINTER I rY4"G DROP DRAIN DOWN VALVES I 1 n „ I (2) NEW INDIRECT t I � W/ V.0. � CW UP �, � Yz H&CW AT BOTTOM OF CLG I HW HEATERS I -=_ general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and - - - _.---_ -- n - - - -- - - - - - - -- - - -- _ direction of studio Cicetti architect pc. TO BT- --- - - - -- ! - 2"W @ TO SH 4 H& CLG \ no. date submission P I - 2' 122 PORCH fa/"H&CW 1 . 11 .18.2016 BID SET UP 0 2. 12.14.2016 BUILDING DEPT. SUBMISSION I I H&CW 2"W oL-- CLG I W UP 1 12 [DINING ROOM 1 1 1 LIVING ROOM I � T LAV -- I » 4"FP B' - - 2" 4"W DN Y -- - - = 4"W ® CLG L3 „ 3/" 3 „ - Y"CW I 4"W UP /4 CW UP / CW FR BLW t23 sTAIR UP XTO WC 4"H&CW FR BLW 1 & OFFSET BLW 2"V FR BLW b „ JOIST GAS _ -- -_-_- 1��- &UP %"R&CCV: :_9 FIREPLACE RISE � 109 BEDROOM _ I Y2"HWR - DN PLUMBING NOTES: i -- 34"G FR BLW I W/ V.O. 1) INSTALL HOT & COLD WATER SHUT-OFF VALVES W TH SINGLE LEVER BALL TYPE VALVES AT ALL MAJOR BRANCH 2"W DN LINES. G.C. TO PROVIDE MIN. 12"x12" A.D. SEE AR H I� I i QWGS. ! !� ! SK 2"V DN \, I � I Y H&CW ! O " 3 2 ALL PLUMBING FIXTURES SHALL CONFORM TO ALL Y"H&CW FR BLW J: 34 G UP 4 G FR BLW -- - — _ LOCAL CODES GOVERNING SUCH FIXTURES. �I _ FR BLW 2'V FR LW CONNECTION T ---- __- 2"V FR CLG ® !'I 3) SEE RISER DIAGRAM FOR STACK C D LS. i 113 IKITCHE i BLW _-- --- ------- — - — --- ' 08LESET] FR BLW `, I i - - - - - - - - - - 4) SEE ARCH-DWGS. FOR EXACT LOCATION OF ALL P BG. J - f Y"CW UP SK - � 2'V FR I _ I I � I z FIXTURES, FIXTURE TYPES AND FITTINGS. 2"W DN ( DN 2" 101 ENTRY - - { --- - __ -- !I 4"W UP 5) FURNISH AND INSTALL "FLOODSTOP" FS3/4H-90 2"V BLW - 2"V UP SK REF II \ I �' TO WC AUTOMATIC WASHING MACHINE SHUT-OFF VALVE AND " RF COUNTER 2' 2 ,�,- I ~ �� - _--_ � - --- � - -- ---- WATER SENSOR. RECESSED WALL MOUNTING KIT & ! 4"G FR BLW Y HWR DN 2"W UP -- -- " 2'V o2T!�,!t WAY TO SH STAINLESS STEEL BRAIDED 4"W DN 2" Y HWR DN —� 1"H&CW FR BLW /4 H&CW I C_ ____-_ _ HOSES. „ CLG " 2"W UP 4"VJ ® CLG UP L _Je. CIVIL ENGINEER VINCENT GAUDIELLO, PE „ Y CW UP 4"W UP OVEN 103 POWDER RM. 4 CW FR _ TO SK _r - '- -_ 4"W DN -" " THE RAYNOR GROUP, P.E. & L.S. PLLC 1 H&CW �_ 6 ALL HOT AND COLD WATER PIPING AT FIXTURES SHALL BLW 2"V RISE-,,, TO WC GAS FR BLW -- UP- - ' � _ -_ _ �_._ 2 W UP 860 MONTAUK HIGHWAY -- L� - _T - 1-- RANGE E _= - _ . - --- - - '1 ,' 1 ' 0 LAV , WATER MILL, NEW YORK 11976 631-726-7600 BE TERMINATED WITH WATER HAMMER ARRESTORS RISING ] 4 4 _ 4 ABOVE FIXTURES. /4 �� 2" �v� - --- - _ c x Y4� 7 L � . ti Consulting I �--- 3 „ --- _-___-- == J Y" �, ,_� LAV I ',. F10� BATH 0o ) Engineers, .t .� 4 H&CW - UP " " ! I, 2"W Y2"H&CW 2"H&CW�' ! » 1 30 W. Waukena Avenue ! T „ I; 2 W U P �! -- - P 3 UP TO SH Oceanside, NY 11572 516.594.4284 115 IhOWDER ROOM LAJ - - 1 Y H&CW ! /„ DN (�� ' „ UP -- 114 PANTRY j " WC YZ CW © , Job #1616 2"W UP _ _� . - UP j UP 4" 4"H&CW PLUMBING WORK LEGEND TO SH h 2P 3 UP STRUCTURAL ENGINEER i 1 ---=-- 1 � 2"V - BT SK -- EVAN STREET F PE - � 4 G FR BLW --- -„ Y2 H&CW W/ V.O. - - --- - t 16 JAY STREET FL3 2" W. DN 2" W. DN '' - - - „ -_' --- �I a /"OH&CW 117 MUD ROOM � � WINTER DRAIN TO p1-4"W DN i - -- 4"W UP NEW YORK, NY 10013 917-689-0301 „ „ 1 18 MEC�. RM. 2 W U. 2 V. DN 2 V. RISE 3 I 34" H&CW Y" H&CW 4 H&CW ' ' 4 �" DOWN VALVE & I TO WC DROP HOSE BIB 3 'I FILING CONSULTANT UP WAD / H&CW 105 BATHR� I , Y"CW UP AEN CONSULTANTS WC " UP LAV -- Y H&CW o ! 1319 NORTH SEA ROAD 2 W. DN. � w DN. �� „ Up06 CLOSET SOUTHAMPTON, NY 1196$ 631-283-6360 1 1 f LAJNDRY RM. 121 SENTRY PA110 _ 7_" V. RISE ! ----�-� 2 V. DN. _ � - - ='_ -- 2 - — ��– - --- - � ol '0 its 2"W UP _ 172 beard street, brooklyn, ny 11231 718.875.1460 SH DW TO LAVI u EXISTING 2 W. DN Y,,-HW DROP W/ FIXTURES 2" V. DN V.O. & VACUUM 34" H&CW BREAKER I I� °_- � - TO REMAIN � project: 1 1 ST FLOOR PLUMBING PLAN !I ; AKS E LRAM R ES I D E N C E W " . " "SYMMONS" LAUNDRY MATE P101 SCALE: 1/4 = 1 —0 2" I.W. STANDPIPE ?_" W. DN, 2 V. RISE 412.5 Nassau Point Rd. Cutchogue NY -11935 �4" H&CW W/ VACUUM BREAKER, 34" ll� 104 BEDROOM ' "FL OODSTOP" FS3/4H-90 AUTOMATIC SHUT-OFF SYSTEM W/ 3/4" MOTORIZED ', BALL VALVES ON H&CW INLETS, RECESSED 119 GARAGE FIRST FLOOR WALL. MOUNTING KIT & STAINLESS STEEL BRADED HOSES PLUMBING PLAN I ER 4"CW UP sea!&signature: date: 11 .18.201_6 I11 1/4"=1'-01I I ,- OF NE scale: E Vp drawn by: E.C. / 1, checked by: G.D. e 1 drawing no.: 0709 -I ! ssl _ 10 —1 0 0 \ cad file no.: N O' 1' 5' 10' O copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to - or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and - --- - � --� direction of studio Cicetti architect pc. H&CW FR o no. date submission 4 BLW I 1 . 11.18.2016 BID SET - _ _ -_--- 2 2. 112.14.2016 , BUILDING DEPT. SUBMISSION I I i 12" a"H&CW Yz"H&CW FR X FR BLW - BLW 2"V RISE 1209 MATER BEDROOM J` '_, LAV 2"W DN, i 1 - 34"FPHB _11 HER BATHROOM - �� --- - -- -- --- — - - — 2"V RISE 1 `-- - - - - -- - - - -- -, I ; Y"CW FR BLW - r ; WG BLW — _I I ' I 2"V FR BLW - I -- --- —_- --- - - -i II lie ' RnOM --- II 206 BEDROOM I PLUMBING NOTES: 1 INSTALL HOT & COLD WATER SHUT-OFF VALVES WITH it 112 v SINGLE LEVER BALL TYPE VALVES AT ALL MAJOR BRANCH I� CLQ i � 11 II I !, L_kH oj GASLINES. G.C. TO PROVIDE MIN. 12 x12 A.D. SEE ARCH. i , R SFE. FIREPLACDWGS. 12 1_� - - - - - - -- P II I\ 2) ALL PLUMBING FIXTURES SHALL CONFORM TO ALL 11 4'V LOCAL CODES GOVERNING SUCH FIXTURES. i UP i _ 2l2 _- - - - i — 3) SEE RISER DIAGRAM FOR STACK CONNECTIONDETAILS. - iL 34"G FR BLW i 4' UP 2'V RISE 4) SEE ARCH-DWGS. FOR EXACT LOCATION OF ALL PLBG. II 2",I ' :-- ___._ W/ V.O. _ Yz"CW FR BLW FIXTURES, FIXTURE TYPES AND FITTINGS. 201 HALLWAY iI 08 ESTIBULE C--L----� I�iO 4"W DN 5 FURNISH AND INSTALL "FLOODSTOP" FS3 4H-90 2"V FR 1 r- -; AUTOMATIC WASHING MACHINE SHUT-OFF VALVE AND BLW WATER SENSOR. RECESSED WALL MOUNTING KIT & 4"W DN - - _ i2 WC STAINLESS STEEL BRAIDED "� _y [ 2 HOSES. Y CW FR I i -- - p - - PE 205 BAT�IROOM I 1/ RISE - _ - - .--_ --_ --- _-- -- -- - - --- - _---------- ' " I CIVIL ENGINEER VINCENT GAUDIELLO, BLW ,a ;eWC __ 2"V RISE LAV �i - THE RAYNOR GROUP, P.E. & L.S. PLLC 6) ALL HOT AND COLD WATER PIPING AT FIXTURES SHALL i2„ - - - - ----- - ------- _ j o p SH 860 MONTAUK HIGHWAY 1 - - -- r N T .,� " BE TERMINATED WITH WATER HAMMER ARRESTORS RISING -- _ - -- - - � i'f � 1 - -_ _ _ � ---�- i __ -- _' ' Y"H&CW � I J ® WATER MILL, NEW YORK 11976 631-726-7600 ABOVE FIXTURES. SH - - - - - -- L I - DRQ BLW W DN i 1 ` y 202 LAUN Y-_� FR 1--2'V - - - - - - - - - - / :; - - - - - - -- _____ - '� l Consulting -- --- - -_ "H&CW FR o J i CLG ��_�--- - I,, I- SK I I� _Q - - - �11r $ P.C. OPEPJ TO BELOW BLW 1114 H!D BATHROOM - - - _ C 1 W D BT 30 W. Waukena Avenue LAV Oceanside, NY 11572 516.594.4284 I - -- 1 Job #1616 I „ 1 " 1 I 2'V' FR e H W 2 H&CW � � / &C _ " 2 � 4 204 BATHROOPJ� 1 PLUMBING WORK LEGEND - _ --2 ----FR BLW--_ 1 ---- ------------ --- -_- � ---� STRUCTURAL ENGINEER --- 2 W DN .� i � 2r5 HIS- W.I.C. - - - �- -- ----�FR BLW___ II � �-- . - - I - -- -- - I " --BLW " I 77L I EVAN AKSELRAD, PE BT SCK j a2° �� 2�/ ® 2 I/� /� WC r' e 16 JAY STREET FL3 2 W. DN 2 W. DN 1 -- -- - - - - - - - W -, CLG -- - 2" V. DN 2" V. RISE " i LAV i -- 4"W DN NEW YORK, NY 10013 917-689-0301 34" H&CW Y" H&CW % H&CW FR of r t %4 H&CW I „ - - BLW FR BLW - Y CW FR BILW FILING CONSULTANT LAV WC L, ----- AEN CONSULTANTS - J---- JJ 21/ RISE 1319 NORTH SEA ROAD 2" V. RISE 2" V. DN. - � - CJI- r SOUTHAMPTON, NY 11968 631-283-6360 4 W DN. Y2 Ct"d 2"V RISE li �� Y H&CW FR Y2 H&CW BLW - �y SH DW - - 172 beard street, brooklyn, ny 11231 718.875.1460 ' 2 W D N, 2" W. DN Y2-HW DROP W/ - -I-- - 2"V RISE 2" V. DN V.O. & VACUUM 4" H&CW BREAKER project: 1 2ND FLOOR PLUMBING PLAN AKSELRAD RESIDENCE W ! L F102 SCALE: 1/4" = V-0" "SYMMONS" LAUNDRY MATE 216 FFCE 2" I.W. STANDPIPE 3" W. DN, 2" V. RISE ! 4125 Nassau Point Rd., Cutchogue, NY 11935 4" H&CW W/ VACUUM BREAKER, ! "FLOODSTOP" FS3/4H-90 AUTOMATIC fi 03 BEDROOM 3- SHUT-OFF SYSTEM W/ 3/4" MOTORIZED BALL VALVES ON H&CW INLETS, RECESSED �I ! SECOND FLOOR WALL MOUNTING KIT & STAINLESS STEEL 2171ST RACE BRAIDED HOSES PLUMBING PLAN I 34"CW FR BLW I --- -- - - -- - - seal&signature: date: 11 .18.2016 - - scala: 1/4"=1'-0'• 4"FPHB pF NFA, drawn by: E.C. �O D ToyCchecked by: G,D. 218ITERRACE � drawing no.: fuP- 1 j OA 07092 C,,`y 02 . Ou �FESSIO� cad file no.: IN � 0' 1' 5' 10' O copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with --- - - this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect pc. { no. date submission 0 1 . 11 .18.2016 BID SET 2. 12.14.2016 BUILDING DEPT. SUBMISSION - - =0T - o I i i I i o�4"VTR \ 4'V UP STORM LEADERS T & GUTTERS BY 0 G.C. (TYP) a I CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 D'Antonic Consulting Engince r , P. '.'vh. 30 W. Waukena Avenue Oceanside, NY 11572 516.594.4284 �- Job #1616 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917-689-0301 I FILING CONSULTANT j AEN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631-283-6360 sAu io cicamtti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 ROOF PLUMBING PIAN j Pi 03 SCALE: 1/4" = 1'-0" project: AKSELRAD RESIDENCE i i 4125 Nassau Point Rd., Cutchogue, NY 11935 ROOF PLUMPING PLAN I seal&signature: date: 11 .18.2016 SOF NEw scale: 1/4"=1'-0" 110 D,% y0 drawn by: E.C. 11 �4 \P T�2i� checked by: G.D. drawing no.. 0709S13 C31 - 103 . 00 00 J�`ESStON�� cad file no.: i 0' 1' 5' 10 ©copyright studio Cicetti architect pc general note: -�- 3/8" HANGER ROD Nur PLUMBING SYMBOL LIST 1all drawings, specifications, plans, ideas, arrangements, and HANGER RODS lif 'I FOR 1 1/4" TO 3 1/2" PIPE USE 1/2" 0 ROD/ PLUMBING FIXTURE SCHEDULE I � S/W SOIL OR WASTE PIPING II designs represented or referred to are the property of and owned " 4" » 5" " " 5/8" 0 " -————- V. VENT PIPING by studio Cicetti architect pc, whether the project for which they FIXTURE HW CW WASTE VENT REMARKS " 6" " 5" " " 3/4" " - C.W. COLD WATER PIPING STAINLESS STEEL INDIRECT DOMESTIC HOT WATER HEATER SCHEDULE are prepared IS executed Or not. they are created, evolved, " 8" " 12" " " 7/8" WATER - 1/2" 4" 2" FIXTURE AS SPECIFIED -- H.W. HOT WATER PIPING "WEIL MCLAIN" AS STD. developed, and produced solely for use on and in connection with " 15" " 1" " CLOSET BY ARCHITECT ---- H.W.R.HOT WATER RETURN PIPING this project and none Of the above may be dISCIOSed Or given t0 WS/WPAPE SPACER SLEEVE LAVATORY 1/2" 1/2" 2" 2" FIXTURE AS SPECIFIED G G. GAS PIPING CAPACITY HEIGHT DIAMETER BOILER GPM HEAD LOSS Or Used by an p y BY ARCHITECT UNIT MODEL NUMBER y person, firm, or corporation for an use Or FOR 6" PIPE AND OVER GALLONS FIXTURE AS SPECIFIED EXISTING SOIL OR WASTE PIPING 0 180 DEC F FT-HD purpose whatsoever, except upon the written permission and SINK 1/2" 1/2" 2" 2" BY ARCHITECT - — v. EXISTING VENT PIPING direction Of studio Cicetti architect C FOR PIPES 1" & SM_ALLER FOR PIPES 1 1/4" TO 15" p ' C.W. EXISTING COLD WATER PIPING DHW-1&2 AQUA PLUS-105 109.4 59.75" 30" 14.0 7.1 COPPERIZED FOR DIRECT CONTACT BATHTUB 3/4" 3/4' 2" 2" FIXTURE AS SPECIFIED -- H.W, EXISTING HOT WATER PIPING HANGERS ON COPPER TUBE OR CALCIUM SILICATE OR POLYURETHANE BY ARCHITECT --- H.W.R. EXISTING HW RETURN PIPING BRASS PIPE. ON LOWER HALF OF PIPE SHOWER 3/4" 3/4" 2" 9" FIXTURE A5 SPECIFIED - G G. EXISTING GAS PIPING n0. date submission HANGER AS ABOVE BY ARCHITECT VAPOR BARRIER GATE OR BALL VALVE CIRC PUMP W/AQUASTAT WASHER/ 1/2' 1/2" 2" SP 2" SPECIFIED QUIET TYPE CHECK VALVE BELL & GOSSETT SERIES LEAD 1 . 11 .18.2016 BID SET 10$0 ARC ! DRYER BY ARCHITECT " SHEET METAL 12 TO 16 GAUGE,MIN. 4' —�E CLEANOUT FREE BRASS AUTOCIRC Yz EACH SIDE of HANGER. ADJUSTABLE "oN" THERMOSTAT & 2. 12.14.2016 BUILDING DEPT. SUBMISSION FPHB FROST PROOF HOSE BIBS TIMER MO. E3-4-- BDPRC, 1/6 `r V.B. VACUUM BREAKER / NEW CONNECTION N.C. HP, 115V EXISTING WOOD CAPPED 4 Y" HWR IN AD AREA DRAIN CONSTRUCTION BD B;DEr a- 1Y" 1Y" CW IN SCREW GALVANIZED -�� IRON HANGER TO JOIST BT BATHTUB VACUUM D DRYER BREAKER - 1 Y" 1Y" HW OUT DW DISH WASHER FD FLOOR DRAIN FLOW/CHECK VALVE BACKFLOW ISOLATION VALVE W/WEIGHTED SEATS TO I PREVENTOR IW INDIRECT WASTE PREVENT GRAVITY LAV LAVATORY CIRCULATIONS3—EXPANSION TANK NEW NEW FIXTURE BOILER I I AMTROL, MODEL ST-12 REL RELOCATED & REPLACED FIXTURE WATER RPL REPLACED FIXTURE SUPPLY I (2) WEIL MCLAINE RM REMOVE I I AQUA PLUS 105 SH SHOWER SK SINK SP STANDPIPE - i VA. VALVED OUTLET HANGER SCREW ANGLE VTR VENT THRu ROOF ISOLATION RODS IRON TO JOIST W WASHER VALVE UNION' r= WC WATER CLOSET 1" x 1/8" GALVANIZED IRON HANGER (DUCT TO 60" WIDE) BOILER �� - �-3 4" CONIC I WATER r j RETURN J PAD III FLOOR II �I I i DRAIN VALVE 1 PIPE HANGING DETAIL 2 PLUMBING FIXTURES SCHEDULE 3 PLUMBING SYMBOL LIST q- INDIRECT DHW HEATERS DETAIL - - - -- - - ---- - ---------- --— ---- ---- -- -NOT TO SCALE NNOT TO SCALE NOT TO SCALE CIVIL ENGINEER VINCENT GAUDIELLO, PE BOW VENT-INSTALL AS ADD ALTERNATE #1 - THE RAYNOR GROUP, P.E. & L.S. PLLC HIGH AS POSSIBLE To WATER FILTRATION 860 MONTAUK HIGHWAY UNSERSIDE of COUNTER WATER MILL, NEW YORK 11976 631-726-7600 SINK CONNECT To VENT SYSTEM "ENVIRONMENTAL WATER SYSTEMS" D� tonic Consulting IN CEILING M0. EWS-1354-1Y" Engineers, P.C. 2"" I I2" UP TO 50 GPM 30 W. Waukena Avenue 'FLOODSTOP"FS3/4H-90 AUTO SHUT-OFF 2" I- I I I( Oceanside, NY 11572 516.594.4284 W/ SENSOR 3/4" MOTORIZED BALL _„ Job #1616 VALVES ON H&CW INLETS, RECESSED WALL .. . NOT MOUNTING KIT & STAINLESS STEEL BRADED `" `',u Mtn) ER H&CW FEEDS HOSES I I FLOG I I .,,.. .... ; ,: <: .;_>i.:f�r : _. .._.. s STRUCTURAL ENGINE SYMMONS' LAUNDRY MATE € w, ' ' i ./: � � :�j i/ '� i, %%moi �' � ,,.»„a EVAN AKSELRAD PE 2» j » 16 JAY STREET FLS' VACUUM BREAKER- •FE>�co•Mo. — t •i .,... ;< :'„` NEW YORK, NY 10013 917-689-0301 766 -3/4'. MCA$: 314-96-W 2 2' �` .aN: a I t't' tail ,r r r ` € w. __z�? 7 3 TO SANITARY SYSTEM r ”? � �I� FILING CONSULTANT 2ti'ENT _. . AEN CONSULTANTS WASHER D _ : . I BALL VALVE (TYP.) HOSE IN WALL €}� i �� 1319 NORTH SEA ROAD F `• ' 'NAT ER SOUTHAMPTON, NY 11968 631-283-6360 ALIGNMENT j STAINLESS L- I CHECK VALVE (TYP.) SYSTEM studio cic ettl en: rchitect pc STEEL BRAIDED HOT & COLD r E I 1 72 beard street, brook) n, ny 11231 718.875.1460 ! WATER LOSES '-=n:: € ” � i € , � ��,�_� � � �3/ HOSE BIB (TYP.) Y DISHWASHER GRAIN € * , �� HOSE IN WALL � ; I � =����Irr'r,`? �'.0� � �� �az:: :�sr: t �`. + fY�t:.. Ft �K 6' ABOVE RIM I 1 ! ` UNION (TYP.) 8TH FLR WA H R € € q IL;:, . ..€21L1 8:.Tr,ml project: "KINETICS'' � ,M { I € MO.RSP s � E AKSELRAD RESIDENCE 2"X2" P-T .t ELASTOMERIC �'^ %.. ..... ISOLATORS WATER SENSOR { (TYP OF 4) ISHWASH ,M �a » - - 2 WASTE GALVANIZED SHEET I �' TO DRAIN € .' - METAL DRIP PAN � I a � I ��a-� I r' � - 4125 Nassau Point Rd., Cutchogue, NY 11935 WITH WATER ALARM GALVANIZED NOTE• L 1 �" x 2" P-TRAP - 1 �/ 1) LENGTH OF DRAIN & FILL HOSES HOSE CLAMP y., DRAIN PAN OR TILE BASIN lk , i CURB S4AU_ BE SUFFICIENT TO ALLOW ! pPLUMBING WASHER REMOVAL NOTES: _.•,€• jg�?0`'`-14-rsf�s norm) 0. E z 1" SPILL TO 1. ALL FITTINGS EXPOSED TO VIEW SHALL BE CHROME FLOOR DRAIN DETAILS NOTES PLATED. t 2. ' r I r M.'<. COG IN NCEALED DRAIN DRAININHOSE,CHASE WALL TO ACCOMODATE ." .:.•. €..<...":...... ..:.:._. ....:; 4" CONCRETE PAD] j ...5 i.:...:...:.s> ! € I i 3. LENGTH OF HOSE SHALL BE SUFFICIENT TO ALLOW FOR __,.�. >�_,__ <��`` ,t ! REMovAL FROM CASEWORK. ADD ALTERNATE 1 - WATER FILTRATION seal&signature: date: 11.18.2016 i scale: �`,S NOTED OF NE�Ly drawn by: E.C. P O - - - -- - -- - -- - ---- - ---- - -- - -- -- - --- - - ---- - - - - - --- -- -- --- - -- - - - ._. .. --- --- - - - -- --- - --- - - - - - -- - -- �� � eTp `� checked by: G,D, a._ INSTALLATION DETAIL S►NK ANCA_D�"'°,Fk,`���"�IEI� ��Ifa!�� _ � ��ALL I�QI�NTED ���TE „' '� ��M1 �4W:���1�. _._ � � rJ WASHM', _ . — __. _ 7 —.— _ FILTRATION SYSTEM, drawing no.: NOT TC S-. LE NOT TO SCALE NOT TO SCALE ! NOT TO SCALE — C L- -- ---- - -- - --- - --------------------- ---- - - ! �--- - ------- - - - ------- -- -- -_ ------------ - -- ----� -- ----------- - ----- -- - --- - -- -- --- --- -- ------ -- -- - ---- � Vii; �� � � � i J ��A 0 0709?0 P-200 . 00 �FrSS10�`?� cad file no.: Q copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned -- -- ---- - - --- - - -- - - - - - - . -- - -— ---- -- - - -- -- --- - --- - -- - - - - - --- - - - - -- -- by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to 4»VTR 4»VTR ! or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and ROOF direction of studio Cicetti architect pc. 4„ 1 no. date submission 4» 1 . 11 .18.2016 BID SET 2. 12.14.2016 BUILDING DEPT. 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Waukena Avenue 2„ Li< 2 2„ I 2» 1 I�_J L__J 2» 1 4» 2 4” 2 2,r 4" 2» 2" Oceanside, NY 11572 516.594.4284 i Job #1616 4„ 4» I 4» 4„ 1 4„ 4» 2» 4„ 2» 1 STRUCTURAL ENGINEER 1 EVAN AKSELRAD, PE LAUNDRY PR KITCHEN KITCHEN I PR BATH BATH 16 JAY STREET i=L3 116 115 113 I 113 I 103 107 105 NEW YORK, NY 10013 917-689-0301 2»1 I FILING CONSULTANT 1 AEN CONSULTANTS 2» 1 1319 NORTH SEA ROAD r-----I----- SOUTHAMPTON, NY 1 1968 631-283-6360 T_ I I 1 211 1 4' 4» studio cicetti architect pc 12" 12 12 » 1 4 172 beard street, Brooklyn, ny 11231 718.875.1460 NEW I I NEW EX NEW j I LAV 1 I SK I LAV SK project: AKSELRAD RESIDENCE NEW 1 I EX I WC I 1 EX WC NEW I I I I BT 412.5 Nassau Point Rd., Cutcho ue, NY 11935 SH I I g CELLAR err 4» 2» _ - - »me 2» SANITARY RISER 2» 4 2" 2°' DIAGRAM I i j BATH FAMILY RM (BATH OUTDOOR KITCHEN 013 003 004 016 j 4,r seal&signature: date: 11.18.2016 scale: AS NOTED 4"V _`0 41P 4„ o NEW SEPTIP SYSTEN,A �..,. r-�,_ .-.�-_„--a_ .,_ _. � ....,-_.�...�-�a_ - ..... -....,..m-.u�.w...._,�,.�__ P��;44o o' yO,Q drawn by: E.C. checked by: G.D. S ! sxARY_lISER DIAGRAM -- - ----- -- -- -- - ---- - --� — - raw g o.. NOT 6 To SCALE I n Oji` UJI i P-300 . 00 \A 7UF85510`��� cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned j by studio Cicetti architect pc, whether the project for which they j are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or ROOF purpose whatsoever, except upon the written permission and I direction of studio Cicetti architect pc. I no. date submission 1 . 11 .18.2016 BID SET 2. 12.14.2016 BUILDING DEPT. SUBMISSION i I NEW NEW NEWSK NEW NEW LAV LAV NEW LAV LAV W NEW NEW NEW NEW Y„FPHB NEW WC NEW NEW WC NEW WC WC , BT BT SHH H5 SHW SH O _ I I 2ND FLR I - I !” L— _ Y4"jY411 - - L L - - - - Y4 - --. - - _ n - - Orr - Orr - -� - �» - - �» - 4» _ 4rr— L� - 4n 4" �» 4 Y2" Y2 -- 2 -- — I -- Y2" — 2--- --- --- 2 --- ---� HIS BATHHER BATH I LAUNDRY BATH BATH BATH BATH 213 211 202 205 204 205 204 I Yn I l i s I l 2 Y I I » n n ,r n n n n n _%_ %4" % % Y Y 1 11 1 1 Y 4_ T 4" I I I , NEW NEW I I I NEW I II NEW NEW I EX EX SK SKLAV I I I I SK I LAV LAV LAV NEW NEW s „ DW W ' I �� CIVIL ENGINEER VINCENT GAUD!ELLO, PE 4 FPHB NEW NEW EX EX THE RAYNOR GROUP, P.E. & L.S. PLLC WC I I WC WC WC EX 860 MONTAUK HIGHWAY ` ( I EX II -I I i F BT WATER MILL, NEW YORK 11976 631-726-7600 SH — ' 1ST FLR DAntonlo Consulting I n » » rr 3 » 3 n n 3 n 3 u » Engineers'+,, P.C. . IY Y Y2 Y2 /a Yz /a /a Yz 30 W. Waukena Avenue 11-6 ' OH I 1 SHUT-OFFS AT — I ¢" Oceanside, NY 11572 516.594.4284 - � -- — — Job #1616 I I I I I I I MAIN BRANCH �Q I STRUCTURAL ENGINEER KITCHEN I LAUNDRY PR I I LINES PR 1" 1" BATH 4"H&CW CONN BATH EVAN AKSELRAD, PE 113 116 115 2 I 103 Y" 107 TO EXIST. 105 16 JAY STREET FI-3 --- --- --- --- --- --- -- --- --- --- --- --- --- ---- --- --- - ------ --- --- - - --- Y" Yz Y Y2 Y2 Y2„ Y NEW YORK, NY 10013 917-689-0301 1Y" I _ _ lY" 1Y'_ 1y"_ _ __ _ _ _ 1Y1 _ — _ _ Y4� _ I 4" FILING CONSULTANT N CONSULTANTS 1Y" 1Y" _ _ �— 1Y" _ _ �� — _ _ 1Y" _ �4„ _ -1- y4" 1319 NORTH SEA ROAD 1Y" 1Y" SOUTHAMPTON, NY 11968 631-283-6360 HWR 4" %4" 4" CIRC Y" Y" I Y„ (Y„ studio clot! architect p %" I 4" 1 4t� " I PUMP I 1Y" 1111y2" 12 12 172 beard street, Brooklyn, ny 11231 718.875.1460 - - - -- - I 1Y11 — — — — project: 1Y" �» �„ Y„ IY» Yn I 2 I _ I _ , AKSELRAD RESIDENCE NEW I NEW EX - 1Ya" I N S i LAV I I SK i LAV EX. 1Ya" CW I FEED TO POOL 4125 Nassau Point Rd., Cutchogue, NY 11935 i NEW I EX I HOUSE j ; WC r EX WC EX W BT HW CW RISER DIAGRAM SH1"CW MAKEUP EXPANSION FOR BOILERS TANK 1Y" CELLAR I (2) INDIRECT HOT WATER HEATERS ADD ALTERNATE #1 - WATER FILTRATION NEW 1Y" seal&signature: date: 11 .18.2016 CW LINE PIT rl FAMILY RM BATH SERVICE OUTDOOR KITCHEN scale: AS NOTED 016 .�E OF NEt/ drawn by: E.C. 3 003 004 - ----- --- -- - - - - ----- - g �P ANTO 9,f checked by: G.D. LH�zCIP>! RISER DI�GRAIc� — — 0 . -- ...... drawing____.___— _.–�' : ; drawing no.: NOT TO SCALE r T - G 07 P-400 . 00 cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and _ designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, j developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to GAS LOAD CALL or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and BOILER B-1 550,000 BTUH CRASH POST direction of studio Cicetti architect pc. 3" MIN. CONCRETE BOILER B-2 550,000 BTUH i WHEN LOCATED IN a a VECINITY OF ° 3" TO 6" GAS RANGE 60,000 BTUH VEHICHULAR e a no. date submission TRAFFIC — — — — — - -- -- - - - -- - -- REPLACE 30,000 BTUH 1 . 11 .18.2016 BID SET 2 1=III-III-� -III-III-1 III—II;11--a III—III-1 i I_ . 12.14.2016 BUILDING DEPT. SUBMISSION FIREPLACE 30,000 BTUH 1=III=III= -III—III—III —I =1 11-11 11 1 1 II 1 11 11=1 11= i FIREPLACE 30,000 BTUH I I=1 = 12" 12" =1 11 11= EARTH III- 1—I BBQ 40,000 BTUH _� =1 111 1= TANK ENDI- �I I I I I I 2 BURNER COOKTOP 30,000 BTUH 1_111_, - POOL HEATER 400,000 BTUH III- 77 - SACRIFUCIAL ANODE -I 1 I1 I general note: all drawings, specifications, plans, ideas, arrangements, and PLUMBING SPECIFICATIONS 9. CUTTING, CORE BORING, ALTERING AND PATCHING 21. WATER FILTRATION SYSTEM designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they 1. GENERAL CONDITIONS A. THIS CONTRACTOR SHALL PERFORM ALL CUTTING, CORE BORING, C. JACKETING SHALL BE APPLIED WITH ALL LONGITUDINAL JACKET A. FURNISH AND INSTALL COMPLETE WATER FILTRATION SYSTEM BY AS are prepared is executed or not, they are created, evolved, A. THE "GENERAL CONDITIONS" OF THE CONTRACT FOR ALTERING AND PATCHING AS REQUIRED FOR THE INSTALLATION LAPS AND BUTT STRIPS SMOOTHLY SECURED WITH BENJAMIN SPECIFIED ON THE DRAWINGS developed, and produced solely for use on and in connection with CONSTRUCTION OF THE AMERICAN INSTITUTE OF ARCHITECTS OF THE WORK PERFORMED UNDER THE PLUMBING CONTRACT, FOSTER 82-07 ADHESIVE. TRANSVERSE ENDS OF EACH SECTION this project and none of the above may be disclosed or given to CURRENT EDITION SHALL FORM A PART OF THIS SPECIFICATION INCLUDING THE RESTORING OF EXISTING WORK THAT IS OF PIPE INSULATION SHALL BE SEALED OFF WITH BENJAMIN B. SYSTEM SHALL BE INSTALLED AND FULLY TESTED AS PER or used by any person, firm, or corporation for any use or EXCEPT AS OTHERWISE HEREIN PROVIDED. DAMAGED AND/OR ALTERED DUE TO REMOVAL WORK. ALL FOSTER 30-35. MANUFACTURER'S RECOMMENDATIONS. purpose whatsoever, except upon the written permission and MATERIALS AND WORKMANSHIP REQUIRED IN CONNECTION WITH direction of studio Cicetti architectc B. INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED CUTTING, ALTERING AND PATCHING SHALL MATCH THE EXISTING D. INSULATE FITTINGS AND VALVES WITH SAME MATERIAL AND C. INSTRUCT OWNER ON OPERATION OF ALL SYSTEMS. p FOR THE FURNISHING, INSTALLING AND TESTING, COMPLETE WORK IN EVERY RESPECT. SAME THICKNESS AS ADJOINING PIPE. FITTINGS AND VALVES AND READY FOR OPERATION IN A MANNER SATISFACTORY TO THE SHALL BE FINISHED WITH ZESTON PREMOLDED COVERINGS. THE ARCHITECT, INCLUDING ALL WORK SHOWN ON THE DRAWINGS AND 10. PIPING MATERIALS ZESTON COVERING CIRCUMFERENTIAL ENDS SHALL BE 22. EQUIPMENT CATALOGS. AS—BUILTS & OPERATING INSTRUCTIONS no. date submission SPECIFIED HEREIN. OVERLAPPED OVERLONTO THE ADJACENT INSULATION AND WRAPPED A. ALL INTERIOR WASTE AND STORM PIPING SHALL BE NO HUB CAST IRON. WITH LAPPED 'S VAPOR BARRIER, PRESSURE SENSITIVE TAPE, A. AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE 1 . 11.18.2016 BID SET 2. LAWS AND ORDINANCES ALL INTERIOR VENT PIPING SHALL SCHEDULE 40 PVC PIPE AND FITTINGS. AND THE LONGITUDINAL SEAMS SHALL BE SEALED WITH VAPOR OWNER WITH A BINDER CONTAINING ALL EQUIPMENT CATALOGS AND A. ALL NEW YORK STATE LAWS AND REGULATIONS AND 2. 12.14.2016 BUILDING DEPT. SUBMISSION EXTERIOR AND INTERIOR BELOW SLAB WASTE LINES SHALL BE SCHEDULE 80 PVC ADHESIVE. OPERATING INSTRUCTIONS. PIPE AND FITTINGS. OSHA RECOMMENDATIONS, GOVERNING OR RELATING TO ANY E. ALL WASTE PIPING RUNNING ABOVE HABITABLE SPACES SHALL BE B. CONTRACTOR SHALL INSTRUCT OWNER ON OPERATION OF ALL EQUIPMENT. PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE B. ABOVE GROUND COLD WATER, AND HOT WATER PIPING FOR ALL EQUIPMENT ROOM SPECIFICATIONS. RESPONSIBILITY FOR COMPLIANCE TO THEIR CONNECTIONS UPTO HOT & COLD WATER DISTRIBUTION MANIFOLDS, SHALL BE TYPE INSULATED WITH SOUND DEADING INSULATION. C. CONTRACTOR SHALL PROVIDE MARKED—UP CONTRACT DRAWINGS WITH PROVISIONS IS INCLUDED. "L" HARD TEMPER COPPER TUBING WITH WROUGHT COPPER SOLDER FITTINGS. AS—BUILT CONDITIONS. JOINTS SHALL BE MADE WITH 95/5 TIN/ANTHIMONY SOLDER. ALL HOT, HOT WATER 3. NOTICE TO BIDDERS RETURN & COLD WATER PIPING FROM DISTRIBUTION MANIFOLDS TO FIXTURES SHALL BE 15. INSULATION AT PIPE SUPPORTS APPROVED TYPE PEX TUBING. UNDERGROUND COLD WATER PIPING SHALL BE SOFT 23. GUARANTEE A. BEFORE SUBMITTING PROPOSALS, EXAMINE THE SPECIFICATIONS TYPE "K" FOR THE INCOMING HOUSE SERVICE AND APPROVED TYPE POLYBUTELYNE A. ON PIPING WHERE A VAPOR BARRIER IS NOT SPECIFIED, THE A. THIS CONTRACTOR, AS A PART OF THIS CONTRACT, SHALL FURNISH AND ALL DRAWINGS RELATING TO THE WORK AND BECOME FULLY PIPING FOR ALL OTHER DISTRIBUTION PIPING. HANGERS SHALL BE CONNECTED DIRECTLY TO THE PIPING. IF A WRITTEN GUARANTEE AGAINST ALL DEFECTIVE WORK AND INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK. INSTALLED OUTSIDE OF THE COVERING, THE COVERING SHALL BE MATERIALS FOR A PERIOD OF TWO YEARS FROM DATE OF 4. EXAMINATION OF SITE CONDITIONS C. GAS PIPING SHALL BE SCHEDULE 40, BLACK STEEL CONFORMING INSTALLED AS HEREINAFTER SPECIFIED. HOWEVER, WHERE A ACCEPTANCE OF THE WORK, AS EVIDENCED BY THE DATE OF TO ASTM 53. FITTINGS SHALL BE BLACK MALLEABLE WITH TREADED VAPOR BARRIER IS SPECIFIED FOR PIPING, THE HANGERS OR FINAL PAYMENT. HE SHALL AGREE TO REPAIR OR REPLACE ANY A. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE FITTINGS. UNDERGROUNG GAS PIPING SHALL BE PLASTIC TYPE SUPPORTS SHALL BE OUTSIDE THE INSULATION TO INSURE A DEFECTIVE WORK WITHOUT ADDITIONAL COMPENSATION AND TO SITE AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR AS APPROVED BY LOCAL AUTHORITIES CONTINUOUS VAPOR BARRIER. PAY THE COST OF REPAIRING THE DAMAGE TO THE WORK OF WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL B. FURNISH AND INSTALL INSULATION SLEEVES ON ALL SUPPORTS OTHER TRADES CAUSED BY THESE REPAIRS OR REPLACEMENTS. ATTEND THE EXECUTION OF THE WORK, BEFORE SUBMITTING D. SOIL, AND WASTE PIPING BELOW GRADE SHALL BE EXTRA HEAVY WHERE THE SUPPORT OR HANGER IS INSTALLED OUTSIDE THE PROPOSALS. SCHED 80 PVC PIPE INSULATION TO PREVENT CRUSHING THE INSULATION. B. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE 11. VALVES THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS 16. PIPE IDENTIFICATION FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF A. SHUT—OFF VALVES FOR HOT AND COLD WATER PIPING 1/2" DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN THROUGH 2" SIZE SHALL BE SOLDERED END, THREE—PIECE, A. PROVIDE VINYL CLOTH IDENTIFICATION BANDS, AS MANUFACTURED FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT BE FULL PORT, BRONZE BODY WITH OPTIONAL STAINLESS STEEL BY THE WILLIAM K. BRADY COMPANY, OR "SNAP—A—ROUND" RECOGNIZED. BALL AND STEM; MILWAUKEE VALVE CO. #BA-350S OR IDENTIFICATION BANDS AS MANUFACTURED BY SETON NAME PLATE 5. INTENT OF SPECIFICATIONS AND DRAWINGS B. GAS COCKS TO BE WALWORTH 590 SQUARE HEAD CORPORATION, OR OTHER ACCEPTABLE MANUFACTURERS ON ALL # PIPING. BANDS SHALL NOT BE INSTALLED ON EXPOSED PIPING THREADED ENDS UNTIL FINAL PAINTING OF THE PIPING HAS BEEN COMPLETED. A. IT SHALL BE UNDERSTOOD THAT THE DRAWINGS SHOW THEBAND SHALL INDICATE THE PIPING SERVICE AND THE DIRECTION GENERAL RUN OF PIPING AND THE APPROXIMATE LOCATION OF C. CHECK VALVES 2 SIZE AND SMALLER: L SWP, BRONZE, OF FLOW IN EACH PIPE. APPARATUS. DO NOT SCALE THE DRAWINGS TO DETERMINE SCREWED SCREW ENDS, SWING CHECK WITH BRONZE DISC, AND EXACT POSITIONS AND CLEARANCES. OBTAIN FROM THE VALVE CO.0#509 AP CRANE #37, OR MILWAUKEE VALVE CO #509. 17. DRAINS ARCHITECT'S DRAWINGS ANY DIMENSIONS OR INFORMATION D. GATE VALVES 2-1 2" SIZE AND LARGER: 25 LB. SWP REQUIRED AND NOT SHOWN. / A. FLOOR DRAINS— REFER TO DRAIN SCHEDULE FLANGED, IRON BODY, BRONZE MOUNTED, SOLID WEDGE, B. BRING TO THE OWNER'S ATTENTION ANY CHANGES IN THE SIZE O.S.&Y. GATE WITH RISING STEM, MILWAUKEE VA. #F-2885 18. SLEEVES OR LOCATION OF MATERIALS OR EQUIPMENT WHICH MAY BE E. CHECK VALVES 2-1/2" SIZE AND LARGER: 25 LB. SWP, NECESSARY IN ORDER TO MEET FIELD CONDITIONS. OBTAIN FLANGED, IRON BODY, BRONZE MOUNTED, SWING CHECK A. INSTALL PVC SLEEVES OF FULL LENGTH FOR ALL PIPES THE OWNER'S ACCEPTANCE BEFORE SUCH DEVIATIONS ARE MADE. WITH REGRIND—RENEW BRONZE DISC AND SEAT RING, AND THROUGH FOUNDATIONS WALLS INSTALL_ SLEEVES OF 6. PERMITS AND CERTIFICATES BOLTED COVER, CRANE #373, OR MILWAUKEE VA. CO. #F-2971 SUFFICIENT DIAMETER TO PASS INSULATION. CIVIL ENGINEER VINCENT GAUDIELLO, PE 12. HANGERS B. SEE ARCHITECTS DRAWINGS FOR AREA AND ROOF DRAIN SPECIFICATIONS. THE RAYNOR GROUP, P.E. & L.S. PLLC A. GIVE NECESSARY NOTICES AND OBTAIN PERMITS OR LICENSES A. SUPPORT HORIZONTAL PIPING AS FOLLOWS WITH HANGERS MANU— 860 MONTAUK HIGHWAY NECESSARY TO CARRY OUT THIS WORK AND PAY ALL FEES FACTURED BY CARPENTER & PATTERSON CORP.: WATER MILL, NEW YORK 11976 631-726-7600 THEREFOR. 19. INSTALLATION OF OUTSIDE PIPING B. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS (1) COPPER TUBING — 1" SIZE AND SMALLER: CARPENTER & � � ���� Consulting OF THE WORK N REQUIRED BY AUTHORITIES OR UTILITY PATTERSON #800 ADJUSTABLE RING HANGER NOT MORE A. INSTALL UNDERGROUND WATER PIPING AT LEAST 3'-0" BELOW Engineers, P.C. THAN 6'-0" APART. GRADE TO TOP OF PIPE. 30 W. Waukena Avenue COMPANIES HAVING JURISDICTION AND PAY ALL CHARGES FOR (2) COPPER TUBING 1-1/4" AND LARGER: CARPENTER & Oceanside, NY 11572 516.594.4284 SAME. PATTERSON #100 CLEVIS HANGER NOT MORE THAN 10'-0" B. PROVIDE EFFECTIVE PROTECTION AT ALL TIMES TO PREVENT Job #1616 C. PAY ALL COSTS FOR, AND FURNISH TO THE OWNER, ALL APART. SAND, RUBBISH OR ANY OTHER DEBRIS FROM ENTERING THE CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK 3 PVC PIPE: CARPENTER & PATTERSON WATER PIPING. WHEN WORK IS STOPPED AT THE END OF 'THE STRUCTURAL ENGINEER ( ) INSTALLED CONFORMS WITH ALL REGULATIONS AS THEY APPLY #100 CLEVIS HANGER 5'-0" APART AND IN BACK OF DAY OR ANY OTHER TIME, THE ENDS OF THE PIPING SHALL BE 16 JAY STREET FL3 AKSELRAD, PE TO THIS WORK. EVERY JOINT. THE PIPING SHALL NOT BE SUPPORTED, CLOSED WITH PLUGS, PROPERLY SECURED IN PLACE. NA DIRECTLY OR INDIRECTLY, BY OR FROM THE COMPRESSION NEW YORK, NY 10013 917-689-0301 7. TESTS COLLAR OR ITS BOLTS. C. BE ACQUAINTED WITH THE EXISTENCE OF ANY SURFACE OR SUB— FILING CONSULTANT SURFACE STRUCTURES IN THE VICINITY OF THIS WORK. DO A. ALL TESTS SHALL BE PERFORMED AND ALL COSTS SHALL BE IN— (4) FURNISH AND INSTALL OVERSIZED HANGERS AND NOT DISTURB OR DAMAGE ANY OF THESE STRUCTURES, AND MAKE AEN CONSULTANTS INSULATION SHIELDS ON ALL HOT, HOT WATER RETURN 1319 NORTH SEA ROAD CLUD�_D IN THE BID. FURNISH ALL NECESSARY TEMPORARY AND COLD WATER PIPING TO PROVIDE A CONTINUOUS PROVISIONS BY SHEETING OR OTHER MEANS NECESSARY TO SOUTHAMPTON, NY 11968 631-283-6360 EQUIPMENT AND INSTRUMENTS REQUIRED FOR ADJUSTMENTS AND AVOID DAMAGE TO THESE STRUCTURES. IMMEDIATELY REPAIR FOR OPERATING TESTS. VAPOR BARRIER. ANY DAMAGE DONE AND PAY ALL COSTS. THESE PROVISIONS B. NOTIFY THE OWNER'S REPRESENTATIVE AND APPROVING 13. ESCUTCHEONS SHALL NOT APPLY TO OLD MASONRY OR OTHER OBSTACLES WHICH tudlo cicet l architamA PC AUTHORITY HAVING JURISDICTION WHEN A TEST IS TO BE DO NOT FORM A PART OF A STRUCTURE. 172 beard street, brooklyn, ny 11231 718.875.1460 MADE, NOT LESS THAN 48 HOURS BEFORE THE TEST IS A. PROVIDE ESCUTCHEONS ON ALL PIPES PASSING THROUGH WALLS, SCHEDULED TO START. FLOORS, CEILINGS OR PARTITIONS. F&S MANUFACTURING CORP. #602. D. PROVIDE EXCAVATION, TRENCHING AND BACKFILLING REQUIRED FOR THE project: INSTALLATION OF THE UTILITIES. C. SANITARY PIPING SHALL BE TESTED AND PROVEN TIGHT FOR B. PROVIDE SET SCREW ESCUTCHEONS TO PROPERLY FASTEN SAME AKSELRAD RESIDENCE TWO CONSECUTIVE HOURS UNDER A HYDROSTATIC PRESSURE TEST IN PLACE. E. GAS PIPING SHALL BE STANDARD WEIGHT BLACK STEEL PIPE WITH OF NOT LESS THAN 10' HEAD. SPECIAL WATERPROOF WRAPPING AND COATING, HILL HUBBELL D. COLD WATER, AND HOT WATER PIPING SHALL BE TESTED AND 14. NON—CONDUCTING COVERING SPECIFICATION BOGA-2 OR APPROVED EQUAL. JOINTS SHALL BE PROVEN TIGHT FOR TWO CONSECUTIVE HOURS UNDER A WELDED OR MADE BY DRESSER COUPLINGS AND SHALL BE COATED AND 4125 Nassau Point Rd., Cutchogue, NY 11935 HYDROSTATIC PRESSURE TEST OF NOT LESS THAN 100 PSI. A. INSULATION SHALL CONFORM TO THE RECOMMENDATIONS OF THE WRAPPED THE SAME AS THE PIPE. (APPROVED TYPE PLASTIC PIPING NEPA, AND SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD MAY BE USED WHERE ACCEPTED BY LOCAL CODE) PLUMBING 8. SHOP DRAWINGS RATINGS AS TESTED BY PROCEDURE ASTM — E84, NFPA 255 OR UL 723, NOT EXCEEDING: FLAME SPREAD 25, SMOKE20. FIXTURES A. SUBMIT REQUIRED OR REQUESTED SHOP DRAWINGS OF ALL DEVELOPED 50. ACCESSORIES SUCH AS ADHESIVE, MASTICS, SPECIFICATIONS EQUIPMENT AND OBTAIN WRITTEN REVIEW COMMENTS BEFORE CEMENTS, FACING, TAPES AND CLOTH FOR FITTINGS SHALL A. THE WORK SHALL INCLUDE THE FURNISHING AND INSTALLATION ORDERING OR INSTALLING EQUIPMENT OR MATERIAL. HAVE THE SAME COMPONENT RATIN!!GS AS LISTED ABOVE. PRODUCTS OR THEIR SHIPPING CARTONS SHALL BEAR A LABEL OF THE COMPLETE PLUMBING SERVICES AND CONNECTION TO ALL INDICATING THAT FLAME AND SMOKE RATINGS DO NOT EXCEED PLUMBING FIXTURES AND EQUIPMENT, AND SHALL INCLUDE THE ABOVE REQUIREMENTS. ANY TREATMENT OF JACKETS OR NECESSARY PIPING, TRAPS, FITTINGS, UNIONS, VALVES AND FACINGS TO IMPART FLAME AND SMOKE SAFETY SHALL BE ESCUTCHEONS, UNLESS OTHERWISE SPECIFIED. .� PERMANENT. THE USE OF WATER SOLUBLE TREATMENTS IS REFER TO ARCH. DRAWINGS FOR FIXTURE TYPES. seal&signature: date: 11 .18.2016 PROHIBITED. -� �- � - scale: B. ALL HOT WATER RETURN, AND COLD WATER PIPING SHALL BE - INSULATED. INSULATION S;,%!_L BE 1" THICK PREMOLDED GLASS OF N�y,Y drawn by: FIBER, FINISHED WITH A VAPOR BARRIER JACKET �'� ��o AiyTo G,p checked by, _ G.D. %p drawing no.: n .:j'!'. C a zjw , f, P_UUO - 00 07043 IsI0A cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to 12x4 SUPPLY 120 SUPPLY 12x4 SUPPLY 120 SUPPLY 120 SUPPLY 120 SUPPLY or used by any person, firm, or corporation for any use or DUCT UP DUCT UP DUCT UP DUCT UP DUCT UP DUCT UP purpose whatsoever, except upon the written permission and Mh�---------- direction of studio Cicetti arch � � architect pc. COD CAP COD COD COD - COD COD - - -- - - _ - - - - C - - x5 r � - x� j 12x6 — - 10x5 - - - __ — x5 'I - - - - - - - - - - - - - - no. date submission U P 8x5 CONNNECT J; x12-CD - - � rt 1 . 11.18.2016 BID SET TO EXISTIN o I . x6 CD 150 CFM12x12-CD - Rel I .0 CFM COD AT NECK 24x4 SUPPLY 6x6-CR 250 CFM 1 1\�', - — - 2. 12.14.2016 BUILDING DEPT. SUBMISSION 8x5 8x6 [015 PAT DUCT UP ,� -L- -,- - — �. . 75 CFM (� - 12x6 !EXE t- ,. / _<; _ Via- 1�= ; or COD I, I ' I 8x5 BX-1 COD 016 l — 6x6-CD BOILER RM. 15x15-CR 10x6 I 150 CFM COI 600 CFM I - ' 10x8 EXHAUST I I • I , VENTILATION FAN I � �I - _ LOUVER WITH 014 CLOSET I AC-2 ' / 8x5 1 8x5 TICAL 24x4 SUPPLY BIRDSCREEN - - - - - 6°0- ACRUNII _ 1 - r i DUCT UP - 2x6_ - - ! AC-4Q ! I = -t --T _- ===_ CS7 - - - - - - - -- - -- - o - - - -- - - - --- - - 16x8 12x8 _ - - - - � / VERTICAL EXIST. 7s � ° � 16x8 � %� ,, ACUNIT � �� - - - - - _ - - - - - 1112x6- I \/ F= / 10x6 I 1 \ 003 BEDROOM - - EX. 6"� - - - - - 6 11 I \ 'I 4 a= /i16 8 9x'9-CD 9x9-CD !-.� 1 \\ -- �-- EX - - - -- - - n n "0 _ _ -- - _ / 200 CFM 200 CFM 12x8 14x4 SUPPLY 20x1 x -- -'~` EXISTING--I EXIST. © � x \ i 6x6-CS DUCT UP 1 _ 6x6 -tj --- _ -116x8 COD COD DUCT TO PIPE BANK ME NI �- r 1 16x8 - 1 - -- 16x8 -- -- - - - ---- ``,. -- 12x8 - - - - - 10x6 / �1 REMAIN I - - 1 I 0 �� 5 18x12 LB (2) 3"0 BOILER VENT EXIST. XII 8 1 600 C M ; " I B_1 I i I I (4) „0 i !----� � INTAKEOUPOMBRUTROOFIR ,;, ,- __ I i 12x6-CS � 1 LP GAS FIRED HOT ! 1 WATER BOILER 14x4 SUPPLY - VD ! 3 002 FAMILY ROOM DUCT UP 1 B-2 _1 / 1 16x6 - - 12x4 SUPPLY LP GAS FIRED HOT 104 b CO WATER BOILER I 11 / A('� i 12x6 C DUCT UP i fl — — — — 1--_I i �- - - - - -� � � VER ,ICAC EX. 16"0 10x6 EXIST. AC UNIT 6x6-CS / v X >2 - --- D s -- ^ I - --- AC-3 _ T T _ - 010 SCREENING ROOM _ �---- — - - - I_- 1 22x8 I 1 - 3- - -1 �I-- -1122x8 i - ------- - -- /�-AC-1-- L = - - - - 001 HALLWAY EXIST. _ 2 22x8 n1 8x8 CS(' I VERTICAL 8x6 I 1 ) _ AC UNIT I— RETURN AIR - ---- `\f I! 111 \ DUCT FR. ABV. r 005 S T ►4x4 SUPPLY 01 !�WR , ' I - - _ 'r - ����� - - - - - -1 T DUCT UPI \ Rlsr - -- -- - 24x4 SUPPLY EXIST h 16x6 12x5 I - CIVIL ENGINEER VINCENT GAUDIELLO, PE CO COD COD DUCT UP -- I 8x8 GS THE RAYNOR GROUP, P.E. & L.S. PLLC -�— -------- �— r up 860 MONTAUK HIGHWAY -- 12x5 r EXISTING I ! _ _ _ YORK 11976 637 726 7600 MILL NEW 8x6 SUPPLY-/ IUP SUPPLY IN - DUCT UP 007 LIBRARY UC 120 STAIR WALL Engineers, P.C. NOTES: _- 6x6-CR 30 W. Waukena Avenue 0 20x10 RETURN AIR DUCT DROP AND CONNECT TO \ Co S0 CFM Oceanside, NY 11572 516.594.4284 AC UNIT RETURN \o6iciosEr -1 x4, J Job #1616 [2] 18x12 RETURN AIR DUCT DROP AND CONNECT TO 8x4 UP - - _ STRUCTURAL ENGINEER AC UNIT RETURN --� _ _ -_-_- -- - E6 JAY TRE TDL3 E � VERTICAL AC UNIT ON SHEETMETAL PLENUM BOX W/ NEW HOT WATER HEATING COIL AT DISCHARGE ' NEW YORK, NY 10013 917-689-0301 ® VERTICAL AC UNIT ON SHEETMETAL PLENUM BOX W/ NElN FILING CONSULTANT HOT WATER HEATING COIL AT DISCHARGE AEN CONSULTANTS 0 VERTICAL AC UNIT ON SHEETMETAL PLENUM BOX W/ NEW 1319 NORTH SEA ROAD HOT WATER HEATING COIL AT DISCHARGE SOUTHAMPTON, NY 11968 631-283-6360 � INDIRECT FIRED DOMESTIC WATER HEATERS. SEE PLUMBING DRAWINGS. studio c1 '��l it o'� pc 20x8 RETURN AIR DUCT DROP AND CONNECT TO 172 beard street, brookiyn, ny 11231 718.875.1460 AC UNIT RETURN 1 CELLAR MECHANICAL PLAN 18x8 RETURN AIR DUCT DROP AND CONNECT TO ---- ® i M10Q SCALE: 1/4" = 1'-0" � project: AC UNIT RETURN ® 20x10 RETURN AIR DUCT DROP AND CONNECT TO AKS E LRAD RESIDENCE AC UNIT RETURN © VERTICAL AC UNIT ON SHEETMETAL PLENUM BOX Ind/ NEW HOT WATER HEATING COIL AT DISCHARGE Q MOTORIZED DAMPER CONTROLLED BY ROOM THERMOSTAT 4125 Nassau Poing Rd., Cutchogue, NY 11935 2" CONDENSATE DRAING FROM ABOVE, SPILL OVER FLOOR DRAIN IN BOILER ROOM CELLAR I I I MECHANICAL PLAN I seal&signature: date 1 1.18.2016 ......, scale: 1/41'=1'-0" i I I —OF NE \ ti W \ drawn by: M.K, PNS o' y rO -._. - � checked by: G.D. r,a draw'fn no.: cfi-P U M - 1100 . 0® J N 070�2� (LC,C7 �FESSION�� i cad file no.: N 0' 1' 5' 10' ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and - _ -: ----- direction of studio Cicetti architect pc. L-J- Li_ 12x4-CBEs 12x4-LBFS 12x4-LBFS 12x4-LBFS 12x4-LBFS 12x4-LBFS -- 120 CFM 120 CFM 120 CFM 120 CFM 120 CFM 120 CFM no. date submission 1 . 11 ,18.2016 BID SET 2. 12.14.2016 BUILDING DEPT. SUBMISSION 24x4—LBFS 200 CFM ! II 112 DINING ROOM 111 LIVING ROOM AC-2(D II' — "--PROVIDE INSULATION ! AT BACK OF THERMOSTAT 12=3S TAIR 24x4-LBFS 200 CFM Fd j,14x6–LBFS 109 BEDROOM 150 CFMLA , -- �—� I (2) 1"1 BOILER VENT — i (2) 3"O COMBUSTION AIR I I INTAKE FR.��BELOW & UP /- -24x4-L-B�-- --1-- -- --J--- - -� THP,U ROOF aO LINED PLENUM - - o 14x4 FR. BEL. 200 CFM - --- .I I Q z� (® TOE KICK) - LII' 1-1/4- DR O 2" COND. - " 36x5-LBR FR. ABOVE 12x4-LBFS 1-1 4 DR R. _ _ HC-5 zi / _ - 36x5 LBD DR DOWN �� � AC 5 - - -- 450 CFM 100 CFM ABOVE HTG. COIL - " II, 1400�CFM T F - I -- - J -1/4 DR ----�!� BLANKED OFF -- - x _ j - CODI I� - - 113 KITCFiE� I F AC-1 T — _ 750 CFti"• — —_ h 6x61 _ 12x8_ ' - - _ / 3/4 l:EL � - D �- � � -__ - 14x10- - - - -� ---J -. - �� 16x'6 l,(rn I I i i, \-�—_ - Y 22x18—LBBR =--_- 1 101 EN I R ] 1 150 CFM [- r---- - Ox 8x1 36x " 6x6- _J 1 THICK LINING 8x5 LINED PLENUM 24x4-LBD - -�__ III - 22x8 RETURN AIR �;' COD i �' ��t, :- �, 8x5 8x 12x4 FR. BEL. L 200 CFM - DUCT DN. 4$0 AFM (TYIPICAL) --_ --LL-- - AC-5 ai (G TOE KICK) -- 12x4—LBD I HORIZ. AC UNIT ABV. 102 HALLWAY 90 CFM i CLG. W/18x18 CLG. CIVIL ENGINEER VINCENT GAUDIELLO, PE 10x5 SUPPLY (2) 24x4-LBD,S t o3 !POWDER Ri14. 18x18 CLG. ACCESS DOOR -] 8x6 TOILET THE RAYNOR GROUP, P.E. & L.S. PLLC - -- - - - - - ---- -L- ACCESS PANEL,: E -- -- M - - - - - -- - - -- - --_� 860 MONTAUK HIGHWAY - F . BL 200 CFM EACH � I,EXH. DUCT UP , TYPICAL I OF Dt`t � �- ---= — LL, N631-726-7600 � ( ) WATER M! EW YORK 11976 1D'Antonlo Consulting 8x4 TX FR.I � 10"0 120 STAIR TX-1-1 I; -- - - - --- 8x6 $x4-LBFS - 8x4 tKX UP I - BEL 107IBATHRooM �,Il Engineers, P.C. I I x6 rl 30 W. Waukena Avenue CLG. MTD. 8x4-CBD -� - -= - 50 CFM r- ., x5 8x6 - - -- - - - - - - - - - - - - - - - it " I x5 18x1.5 NY 11572 516.594.4284 EXHAUST FAN ,; 60 CFM- � - I i � 12x4-LBFS � Oceanside, 115 POWDER ROOM - =a a 8 4_ _Ji-- -- CODS 8x4 -- 114 PANTRY ' 75 CFM 1_8 BCD .. I'I ff 6 FBCD HC-6 Job #1616 "0 DRYER EXHAUST � ' �, uP --- -- - --- - --\ - _ C HTG. COIL STRUCTURAL STRUCTURAL ENGINEER 1 CFM- T ! \,.i 12x4-LBQ �I �_,_ ! 60 CFM OD I 75 CFM { - ,_,-- _ --- _ 8x4 -- - EVAN AKSELRAD, PE N. IN WALL ! - __ - 3 4 - 16 JAY STREET D, 8x8 EXHAUST f"� I i h 18x1.5 1 - " q NEW YORK, NY 10013 917-689-0301 �OUVER 1 117 MUD ROOM 118 MECH. RM. –FBCD , COD ! - 16x6 x12 a� 50 CFM x5 I _ FILING NG CONSULTANT - I�t 8x4 -AC 6 � r - 4- 8x. LBD ; � 105 BATi� oo AEN CONSULTANTS �'f HORIZ. AC UNIT ABV. F 4* 60 CFM II� X 1319 NORTH SEA ROAD I! COD 12x� ' I �� _� CCG. W/18x18 CCG. SOUTHAMPTON, NY 11968 631-283-6360 ACCESS DOOR [i 16rP,UNDRY R ` –. --- – - - --- 121 ENTRY' 'ATIO] ( OD 12x3 _ _ - -- -- – - J 1—. 18x18 CCG. �' dlci �"'°'�'�� architect pc AC-6C) 18x1.5" 30x5-LBD 5-LBR ACCESS PANEL 172 beard street, Brooklyn, ny 11231 718.875.1460 UP r 'I -FBCD 1340 CFM 400 CFM 60 CFM proiect: t I w A KSELRAD RESIDENCE 1 _ 1ST FLOOR MECHANICAL PLAN {i � I�101 SCALE: 1/4" = 1'-0" -,� 412_5 Nassau Point Rd., Cutchogue, NY 11935 104 BEDRGOM ' 119 GARAGE li ' � FIRST FLOOR MECHANICAL PLAN 4 CONDENSERS STACKED IN. 12" �J ---- seal&signature: date: 11.18.2016 li _ 1/4 1 -0 scale: "– ' " {{: OF NEW drawn by: M.K. P Y checked by: G.D. i Y drawing no.: r„ w M - 101 . 0® �O ✓O n .C7 - -------- —–� 070g2 `r u b SOF �P� cad file no.: ESS{0� 0' 1' 5' 10' Q copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and ' �--- ___--- direction of studio Cicetti architect pc. j' no. date submission i/ 1 11 .18.2016 BIDS II ET. I 2 j 2. 112.14.2016 BUILDING DEPT. SUBMISSION 219 ERRACE 77 p-` , ` _'_ 209 MASTER BEDROOM ii-;4 j 42x4-LBD. I/ X211 ,HER BATHROOM I JL 350 CFM I COD .4Li -- - - - -__- - - --_ 36x4-LBR 36x4-LBD 00 - —_ 125 CFM 100 CFM ((� } 71 18 ACTIVE 18 P,CTIVF i �,;;�, ��� � \ ...-- EXHAUST_ ( SUPPLY ERV-2 �'� - - ENERGY RECOVERY ` I 'I 8 � OUTSIDE AIR \ --r INTAKE DUCT,_ FROM - 18x18 CLG. ' Op I 1 ACOUSTIC ® VENTILATOR ,,, \ I - - ACCESS PANEL 8x5 I _ ROOF ABOVr'' LINING (TYP) 2424 CLG. \ I X I IHC 52-1 1 ACCESS PANEL - I 8"0 HTG. COI I o AC-2-1 - pN L I 12x hI (2) 3"0 BOILER VENT - - - y -- - - -- 07 FAM�Y ROOM --- -- - HORIZ. AC UNIT ABV. - o - -� BEDROOM \� z CLG. W/18x18 CLG. ' j'i BTM. I�I (2) 3"0 COMBUSTION AIR -'`"'- 18x18 CLG. ACCESS DOOR L_ II 20x8 ` TAP ! INTAKE FR. BELOW & UP ACCESS PANEL I f 8"� ERV RELIEF A!R - = 2x8' THRU ROOF - DUCT UP THRU ROOF _ " fx AC-2-3 (TYPICAL) �I , - 42x4-LBR b „ 40x4-LBR -- 12x6 8"0 FRESH AIR HORIZ. AC UNIT - - _ s 8'-0"x4-CONTINUOUS 14x6 COD 350 CFM ROM 350 CFM i ABV. CLG. I - LINEAR BAR GRILLE INTAKE DUCT o I 16x10 4 I I E. - „ ROOF ABOVE., 1-1 4" 16x6 °o - - -- - - - 20x8 / 16i SIE. 1 DR / o L - 36x4-LBR „ II - - �� AC-2-1- - - DR DN - - TO j „ I I j '� 370 CFM I 10018x1 CFM FBCD I I- j / X - 1 1 4 - general note: all drawings, specifications, pians, ideas, arrangements, and designs represented or referred to are the properly of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with _ this project and none of the above may be disclosed or given to j or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect pc. no. date submission 0 1 . 11.18.2016 BID SET 2. 12.14.2016 BUILDING DEPT. SUBMISSION - 0— - o --8"0 FRESH AIR INTAKE DN., TERMINATE W/GOOSENECK AND WIREMESH SCREEN. PROVIDE ROOF CURB 8"0 FRESH AIR INTAKE DN., (2) 3"O BOILER VENT TERMINATE W/GOOSENECK (2) 3"0 COMBUSTION 141o AND WIREMESH SCREEN. AIR INTAKE FR. BELOW, o PROVIDE ROOF CURB 8"0 FRE AIR INTAKE DN., TERMINATE AS PER TERMINATE W/GOOSENECK MANUFACTURERS AND WIREM H SCREEN. RECOMMENDATIONS PROVIDE ROO CURB I i i i i I � 8"0 ERV RELIEF AIR DUCT FR. BLW., TERMINATE —1 W/GOOSENECK AND CIVIL ENGINEER VINCENT GAUDIELLO, PE WIREMESH SCREEN THE RAYNOR GROUP, P.E. & L.S. PLLC \ 860 MONTAUK HIGHWAY 10"� KX DUCT FR. WATER MILL, NEW YORK 11976 631-726-7600 BLW., TERMINATE WITH \ D Antonio Consulting PROVIDE PITCHED GOOSENECK AND —� WIREMESH SCREEN \ rEngineers, P. ■ ROOF CURB 30 W. Waukena Avenue Oceanside, NY 11572 516.594.4284 Job #1616 _ STRUCTURAL ENGINEER o - ---�o EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917-689-0301 FILING CONSULTANT AEN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631-283-6360 studio cic t tl emIrchitect p 172 beard street, brooklyn, ny 11231 718.875.1460 I project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 ROOF MECHANICAL 1 ROOF MECHANICAL PLAN PLAN M103 SCALE: 1/4" = 1'-0" seal&signature: date: 11.18.2016 scale: 1/4"=1'-0" OF NEP,, �.� drawn by M.K. �d/y� G,Q �. I checked by_:._. G.D. oti - ,�` dra;nring no.. N A - 1 "" n . 00 O070�ZP .C? �`� ' ��FESSIOn,�h�. cad file no.: N 0' 1' 5' 10' ©copyright studio Cicetti architect pc ABBREVIATIONS AND SYMBOLS HANGERS SHALL BE PLACED ON BOTH SIDES O. AB general note: B.V.D..OF DUCT AND SPACED all drawings, specifications, plans, ideas, arrangements, and DUCTWORK 6'-0" O.C. MAIN DUCT MAIN DUCT NOTES: designs represented or referred to are the property of and owned ®UP ©DN SUPPLY DUCT (UP & DOWN) -----1" x 1/8" GALVANIZED I WI <AIR FLOW � DRAIN LINE SHALL BE AT LEAST 12" MIN. 1. THIS ARRANGEMENT IS TYPICAL THE SAME SIZE AS THE NIPPLE by studio Cicetti architect pc, whether the project for which they STEEL FLATS TN WHERE INDICATED ON PLANS. ON THE DRAIN PAN. are prepared is executed or not. they are created, evolved, 2. TRANSFER AIR DUCT SHALL BE developed and produced solely for use on and in connection with ®UP ©DN EXHAUST OR RETURN DUCT (UP & DOWN) 1/4" DIA. RIVETS FULLY LINED WITH 1" ACOUSTIC PLUG CLEAN OUT this project and none of the above may be disclosed or given to OR BOLTS ' -T- 3/4"D 45' FOR CHANGES TRANSFER D CTREFER TO FLOOR S �\ AC UNIT BRANCH DUCT 3. LININGor used by any person, firm, or corporation for any use or ( � ) ' CEILING DIFFUSERS 3 - 0 67\ purpose whatsoever, except upon the written permission and _ OPPOSED BLADE VOLUME SIZES. PITCH DOWN direction of studio Cicetti architect pc. OPPOSED BLADE DAMPER SIMILAR TO YOUNG SUPPLY TOP REGISTER OR GRILLE BRANCH DUCT' VOLUME DAMPER (O.B.V.D.) 4" SERIES 820A-LN W/403-C 1" ACOUSTIC -__ RETURN SECTION TOWARD DRAIN SIMILAR TO YOUNG SERIES LINING OF GRILLE DUCT 820A-LN W/403-C REGULATOR W1 I PLUG CLEAN OUT -4- EXHAUST OR RETURN TOP REGISTER OR GRILLE � I W2 I --1 CEILING DRAIN PAN no. date submission N = W1 x BRANCH DUCT CFM n=1 UNION -�- EXHAUST CEILING REGISTER OR GRILLE MAIN DUCT CFM _ =7 1 . 11 .18.2016 BID SET CONNECT NEW WORK TO EXISTING _ DRAIN LINE TO SITE OR FUNNEL DRAIN 2. 12 14.2016 BUILDING DEPT. SUBMISSION SUPPLY AIR DUCTWORK SEE PLUMBING DRAWINGS NEW WORK BRANCH DUCT CONNECTION TRANSFER AIR _DUCT DETAIL - - - - - EXISTING WORK OR EQUIPMENT TO REMAIN EXISTING WORK OR EQUIPMENT TO BE REMOVED (NOT TO SCALE) (AIR TRANSFER BOOT DETAIL) AC UNIT DRAIN TRAP L__TTURN STEEL FLATS SCRETMETAL NOT TO SCALE NOT TO SCALE 10x8 3" UNDER SCREWS NEW DUCT - WITH x DEPTH 6" 0.C. CONTINUOUS SHEET FIRE RESISTANT �IIIIII�-FC HIGH VELOCITY FLEXIBLE CONNECTION MI ETH 0 D 0 F _U P PO RTI N G D U CTS METAL EDGE DUCT SEALANT- FIRE RATED PACK SPACE BETWEEN POP RIVETS ON 6" PROTECTOR SEE SPECS. WALL OR PARTITION PIPE INSULATION & SLEEVE UP INCLINED RISE, IN DIRECTION OF AIR FLOW U P TO 8 SQ.FT. I N AREA CTAS. G ALT. ON " WITH MINERAL WOOL OR AND 47" WIDTH MAX. SPACING ATPINS SPACING CTRS. PINS ON 12" CTRS. EDGECONTPROTECTOR ROTECTUOUS OR ESCUTCHEON PLATE EQUIVALENT NON-COMBUSTIBLE DN INCLINED DROP, IN DIRECTION OF AIR FLOW SHEET METAL " (STAGGERED) W/PINS ON 6 CTRS.- ON BOTH SIDES TO MATERIAL 1/2" CLEARANCE. (NOT TO SCALE} DUCT 12WASHERS ALTERNATE SPACING COMPLETELY COVER OPENING VANED ELBOW. PROVIDE ALL ELBOWS WITH VANES MAX. EVEN IF SYMBOL MISSING _ FOR — — - 1" SOUND r > STANDARD RADIUS ELBOW CONTINUATION LINING 6 � = PIPE j AND DUCT SIZES SEE FLOOR ANGLE WHEN _ _ METAL SCREW---' Ute—REINFORCING ACOUSTICAL DUCT LININGt: :�L : SHEET METAL DUCT REQUIRED INSULATION WHERE PLANS - - - - FLEX. CONNECTION THERMAL INSULATION COD VD: MANUAL VOLUME DAMPER WHEN REQUIRED STANDING SEAM JOINT BETWEEN SPECIFIED SHEET METAL SLEEVE VD COD: CABLE OPERATED DAMPER (SEE SPECIFICATIONS) DUCT SECTIONS - VARIES WITH MINIMUM GAUGE N0. 14 EL VERTICAL COND. DRAIN DUCT SIZES - SEE SPECS AffFD&AD FIRE DAMPER AND ACCESS DOOR AC UNIT JOINT TO JOINT DISTANCE - VARIES WITH DUCT SIZES TO THERMOSTAT CONTROLLER NOTE: T RH RADIANT HEAT THERMOSTAT NOTES: 1) THE INSTALLATION OF FIRE STOPPING MATERIALS AC AIR CONDITIONING EQUIPMENT A-ADHERE DUCT LINER WITH FIRE RESISTIVE (SPARK SAFE) ADHESIVE 100% COVERAGE. SHALL BE SUBJECT TO CONTROLLED INSPECTION ACC AIR COOLED CONDENSING UNIT SEE SPECIFICATIONS FOR ADHESIVE. IN ACCORDANCE WITH C26-106.3. VIBRATION ISOLATORS CD CEILING DIFFUSER CONDENSATE PUMP I B-SEAL ALL LONGITUDINAL JOINTS WITH VAPOR BARRIER SEALANT. SEE SPECIFICATIONS. COND. CONDENSING GRAVITY DRAIN IS NOT PIPE SLEEVE THRU INTERIOR CLG CEILING AVAILABLE. MOUNT ON 2'x2"x1/6" ANGLE -DUCT LINER FASTENING DETAIL FIRE ' RATED WALL VIBRATION ISOLATORS, (NOT TO SCALE) CFM CUBIC FEET PER MINUTE �- IRON FRAME NOT TO SCALE COD CABLE OPERATED DAMPER "MASON" TYPE -SLF �—ANCHOR LEGS ( ) DR DRAIN TO FLOOR EXIST. EXISTING GALVANIZED SHEETMETAL DRIP PA FAI FRESH AIR INTAKE BELOW AC UNIT WITH WATER SENSOR, ZBRACING DRAIN PAN (TYP.) (TYP.) FC FLEXIBLE DUCT CONNECTION INTERLOCK AC UNIT FAN WITH WATER CIVIL- ENGINEER VINCENT GAUDIEL LO, PE I.W. INDIRECT WASTE SENSOR TO SHUT DOWN UNIT. THE RAYNOR GROUP, P.E. & L.S. PLLC KX KITCHEN EXHAUST 860 MONTAUK HIGHWAY LBD LINEAR BAR DIFFUSER SECTION AT VERTICAL AC UNIT EXISTING WOOD LBR LINEAR BAR RETURN TER MILL, NEW YORK 11976 631-726-7600 MTD MOUNTED (NOT TO SCALE) CONSTRUCTION SCREW GALVANIZED SCREW ANGLE �Antonlo Consulting IRON HANGER TO JOIST IRON TO JOIST HANGER ROD TX-1 TOILET EXHAUST FAN NO:1 INSULATION 6' aukena ' � P.C. TYP. TYPICAL 30 W. Waukena Avenue TBD TO BE DETERMINED 3/8"0 THREADED ROD 1" FLEXIBLE & SEMI- Oceanside, NY 11572 516.594.4284 OAI OUTSIDE AIR INTAKE (TYP.) SEE UPPER REMOVABLE PIPE CYLINDRICAL Job #1616 VD VOLUME DAMPER ATTACHMENT DETAILS GRAVITY DRAIN "FAN COILS SHALL BE SUSPENDED CENTERLINE GALVANIZED MIN. � IRON SHIELD. STRUCTURAL ENGINEER WMS WIREMESH SCREEN CONNECTED 2" GAP FROM SPRING ISOLATION HANGERS _ _ _ _ _ FOR HOT PIPES EVAN AKSELRAD, PE SEE UPPER IP PAN SIMILAR TO MASON INDUSTRIES TYPE - 2" & OVER, USE 16 JAY STREET FL3 ATTACHMENT 3ON WITH A MINIMUM STATIC DETAILS DEFLECTION OF 1". � PROTECTIVE NEW YORK, NY 10013 917-689-0301 CEILING ACCESS PANEL = = SADDLE UNDERNEATH AC UNIT FOR FILING CONSULTANT AEN CONSULTANTS REPLACING FAN OR MOTOR -- - -- FILTER RACK WITH HANGER - ELECTROSTATIC AIR FILTER 1319 NORTH SEA ROAD .F NECESSARY (TYP.) DUCT � AC UNIT �� RODS LOAD BEARING CALCIUM SOUTHAMPTON, NY 11968 631-283-6360 —1 x 1/8�� GALVANIZED IRON SILICATE INSULATION ANGLE IRON RETURN AIR FILTER 2'-2" — n HANGER (DUCT TO 60" WIDE) AT ALL HANGER POINTS & RACK (TYP.) � 8„ FC (TYP) FP 1 '�'�! �"c !'� tpc 18"x18" ACCESS DOOR 1” CONDENSATE DRAIN _Xy�l I REMOVABLE DRIP DUCT AND PIPE SUPPORT TRAPEZE HANGER 172 beard street, Brooklyn, ny 11231 718.875.1460 _ CEILING ACCESS PANEL FOR RUN TO LW LEFT BY PLBR. PAN BELOW AC UNIT 1'-6" I PERIODIC MAINTENANCE & CONDENSATE-/ WITH WATER SENSOR. NOT TO SCALE (NOT TO SCALE) _ � AD 2'-6"FILTER REPLACEMENT (TYP.) 1" THICK SOUND TRAP (SEE DETAIL) INTERLOCK AC UNIT project: FLEXIBLE LINING TYP NOTE: WITH WATER SENSOR CONNECTION (TYP.) _ MIN. 15 FEET 1- SEE ARCHITECTURAL DETAILS FOR TO SHUT DOWN UNIT. /� CE ( ) INSULATION AND GYP. BOARD INSTALLATION. KS E LRD RESIDENCE " _ 1" ACOUSTICAL 1 COND. DRAIN CEILING MOUNTED AC UNIT DETAIL BRANCH DUCT LINING (TYPICAL) CEILING LINING (TYP.) REFRIGERANT FRAMING 4125 Nassau Point Rd., Cutcho9 ue, NY 11935 LINES (TYP.) (NOT TO SCALE) GYP T7, BOARD TYPICAL_ CLG. MTD AC w ' GYP �� MECHANICAL OF AC UNITS: BOARD iI, UNIT PLAN DETAIL 1— LOCATE UNIT SUCH A WAY THAT ALLOWS EASY REMOVAL OF THE FILTER AND ACCESS MAIN DUCT I II _ (NOT TO SCALE) PANELS, AND HAS ENOUGH ROOM FOR SERVICE TO PERFORM MAINTENANCE OR REPAIR. SEE PLAN FLEXIBLE — �� —_—_ D E1� ,I CABLE �I 2— THE PROVISIONS MUST BE MADE FOR RETURN AIR TO FREELY ENTER THE SPACE. ON \ = AIR OUTLET SEE HORIZONTAL UNITS, ALLOW ADEQUATE ROOM BELOW THE UNIT FOR A CONDENSATE PLANS FOR TYPE DRAIN TRAP AND DO NOT LOCATE THE UNIT ABOVE SUPPLY PIPING. AND SIZES _II 3— HORIZONTAL UNITS SHOULD BE SUSPENDED FROM STRUCTURAL BEAM WITH THREADED j TAPE AND TAPE AND Ail RODS AND HANGER BRACKETS. AUXILIARY DRAIN PAN SHOULD BE AT LEAST FOUR SPACKL - SPACKLE INCHES LARGER THAN THE BOTTOM OF THE AC UNIT. VOLUME DAMPER J;SSEt�i?Ll' BRACKET SECURE OPPOSED BLADES LINKED seal&signature. date: 11.18.2016 4— VERTICAL UNITS SHOULD BE MOUNTED LEVEL ON A VIBRATION ABSORBING PAD SLIGHTLY LARGER TOGETHER IN A FRAMs_, --- —' TO DUCT r _THAN THE BASE TO 101K IZE VIBRATION TRANSMISSION TO THE BUILDING STRUCTURE. OPERATED THROUGH FLOW"°' AR DLL=FU ER � OF NF`\ scale: AS NOTED HORIZONTAL UNITS SHOULD BE SUSPENDED FROM STRUCTURAL BEAM WITH THREADED RODS AND FLEX. CABLE �+ ,� .� �� FLOW—BAR DIFFUSERS P�� ��0D drawn by: M.K. HANGER BRACKETS. AUXILIARY DRAIN PAN SHOULD BE AT LEAST FOUR INCHES LARGER THAN THE � �� � C E I LI C 0 U N T I�'?��—_ � I L �'` o � TYPICAL L'P:,�,.�AR O—� BAR DIFFUSER ----��—. � — m-�� p �ua P. checkedby__ G.D. BOTTOM OF THE AC UN T. _ (NOT TO SCALE) _... 'AIS SPIE COUNTING D AIL "� \ 5— CONDENSATE DRAIN LINES PITCHED AWAY FROM THE UNIT A MINIMUM 1/8" PER FOOT. � r � � .. � drawing no.: A TRAP MUST BE INSTALLED IN CONDENSATE LINE: TO INSURE FREE CONDENSATE FLOW. DUCT CO ��;.� �o 110 S ALL 0UNTED (NOT TO SCA,I_E) c� ,�; �. � � 6— THE HORIZONTAL UNIT SHOULD BE PITCHED APPROXIMATELY 1/4" TOWARDS THE DRAIN 'NOT TO SCALE) Zct� '�"—� i11� M-200 . 00 IN BOTH DIRECTIONS FOR EASY CONDENSATE REMOVAL. �� 4'c 0709 ��� 7— CONDENSATE OVER FLOW PROTECTION SENSOR LOCATED IN THE DRAIN PAN(S) OF THE 'pOr � NPS UNIT AND WIRED TO UPM BOARD. �S"lo' cad file no.: G copyright studio Cicetti architect pc DAISY CHAIN LINK ZONE VALVE BY PER MITSUBISHI PLUMBER general note: all drawings, specifications, plans, ideas, arrangements, and SPECS. (TYP) all represented or referred to are the property of and owned SYMBOL LIST AND ABBREVIATION by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, ERV-1 AC-2-1 AC-2-2 "PAC" BOARD (TYP) AC-2-3 AC-2-4 AC-2-5 ERV-1 ACC-1 CONDENSING UNIT developed, and produced solely for use on and in connection with o AC-1-1 AC UNIT this project and none of the above may be disclosed or given to I or used by any person, firm, or corporation for any use or B-1 BOILER purpose whatsoever, except upon the written permission and I I P-1 HTC HOT WATER PUMP direction of studio Cicetti architect pc. ATTIC F I no. date submission DAISY CHAIN LINK BOILER OUTDOOR SENSOR PER MITSUBISHI 1 . 11 .18.2016 BID SET I T AC OAC OAC iDAC DSPECS.Ac 2. 12.14.2016 BUILDING DEPT. SUBMISSION 2ND FLR. I I AC-4 AC-5 - 18-2 NON-SHIELDED Ci I (TYP. FOR EACH ZONE) L----------------- I T AC DAC ACC-1 ACC-2 ACC-1 ACC-2 I ( 1ST FLR. CONTROLS COMPONENT LEGEND: SYMBOL DESCRIPTION MODEL 0Ar "SAVANT" AC & HTG THERMOSTAT SST—W100 I T ZONE DAMPER CONTROLLER SST—W100 I ! A "TACO" HTG COIL ZONE VALVE Z075C2-1 OAC OAC CC SAV DAC DAC ZR "TACO" 6 ZONE PANEL SR506-4 I I CC "MITSUBISHI" CENTRAL CONTROLER TC-246 IFAV­1 AV SYSTEM SMART HOME INTERFACE (TBD) 0 0 o o I P-1 P-2 P-7 P-8 P-3 P-4 P-9 P-10 P-5 P-6 P-11 P-12 P-13 K=0 0 0 n <0a a0 a0 a0 a0 a0 � aO O O O O � - I 2 PAC "MITSUBISHI" UNIT MTD INTERFACE. PAC— AC-1 AC-2 JER AC-3 AC-4 ALLOWS DIRECT 1ST—STAGE CONTROL US444CN— � V BP-2 I _ OF' HOT WATER HEATING COIL FROM 1 ZR BOILER I L_ ZR L_ ?RI 3RD PARTY CONTROLLER. B 1 BASEMENT CIVIL ZONE CONTROLLER —ZONE CONTROLLER CIVIL ENGINEER VINCENT GAUDIELLO, PE BY PLUMBER BY PLUMBER THE RAYNOR GROUP, P.E. & L.S. PLLC (TYP) (TYP) 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 BOILER CONTROL BOARD BOILER CONTROL BOARD 'Antoni® Consulting Engineers, P.C. CONTROLS DIAGRAM 30 W. Waukena Avenue Oceansi(NOT TO SCALE) Job #16416 NY 1 1572 516.594.4284 STRUCTURAL ENGINEER 18-2 NON—SHIELDED EVAN AKSELRAD, PE 16 JAY STREET FL3 ROOF ROOF NEW YORK, NY 10013 917-689-0301 AC-2-2 AC-2-5 FAC-2-4 AC-2-1 AC-2-3 FILING CONSULTANT (18,000) (15,000) (12,000) (24,000) (30,000) 1/4"x1/2" 1/4"x1/21/4"x1/21/4 x1/2 1/4 xl/2 AEN CONSULTANTS 1319 NORTH SEA ROAD REFRIGERANT 3/8"x5/8" REFRIGERANT 3/8"x5/8" SOUTHAMPTON, NY 11968 631-283-6360 LIQUID/GAS LINES Z3 LIQUID/GAS LINES 3/8„x3/4„ WNW" 3/8"0/4" studio c1ce ! architect pc. 2ND. FLOOR 2ND. FLOOR 2ND. FLOOR 2ND. FLOOR 172 beard street, Brooklyn, ny 11231 718.875.1460 xl/2° 1/4x1/2 LC-55 " " AC-6 �� mange 4,�� pro ect: A (15,000) AKSELRAD RESIDENCE a . " h 3/8"04" ACC-1 1ST. FLOOR ACC-2 1ST. FLOOR ACC-3 1ST. FLOOR ACC-4 1ST. FLOOR 4125 Nassau Point Rd., Cutchogue, NY 11935 REFRIGERANT 3/8"04" REFRIGERANT 3/8"04" LIQUID/GAS LINES LIQUID/GAS LINES MECHANICAL CONTROLS 3/8"x5/8" 3/8"x5/8" & PIPING DIAGRAMS 3/811x5/8" 3/8"x5/8" AC-1 AC-3 AC-2 AC-4 (36,OOa) (24,000) (36,000) CELLAR CELLAR CELLAR CELLAR ------- -- ----- — — -- seal&signature: date: 11.18.2016 ACC-1 ACC-2 ACC-a ACC—i ^� scale: _ AS NOTED - � OF NEN \ REFRIGERANT PIPING DIAGRAM REFRIGERANT PIPING DIAGRAM REFRIGERANT ir"IFUNIG- DIAGRAM �� F.�I�F��z���' _PIPING DIAGRAM l yo drawn by M.K. �NOT TO SCALE NOT TO SCALE - _ — NOT TO 5�;,!_.E) A ) ( ) � ..-..,.... ._._..a,_-...._...,.�..� (^�!OT TO SCh.LE) '��Q�,��o o�%To2 checked by: G.D. drawing no.: z, - Q. M-201 . 00 0709^�° \ �S cad file no.: ©copyright studio Cicetti architect pc Ls 2" general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned 3/4" 3/ " 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" by studio Cicetti architect pc, whether the project for which they "DANFOSS" LENO are prepared is executed or not. they are created, evolved, J J J J J J J J J J J MSV-BD MANUAL FLOW EXPANSION � � 0 0 0 0 �o N o M o �o � o developed, and produced solely for use on and in connection with BALANCING VALVE WITH this project and none of the above may be disclosed or given to TANK c� N c� c i ca ca c� c� N� N N c� c� OUTLET LEFT BY =I= __ __ __ =I= _ __ __ __ __ _= COMBINED PRE-SETTING or used by any person, firm, or corporation for any use or PLUMBERi 11;?7 AND SHUT-OFF VALVE whatsoever, except upon the written permission and 1" FILL LINE SEE RADIANT HEAT LOOP WITH ROTATING purpose p p DETAIL FOR MIXING VALVE MEASURING NIPPLES AND direction of studio Cicetti architect pc. MAX. 12 "1 2" THIS DWG. 2" HWS 2" HWS I DRAIN VALVE (TYP.) IVA M1 AIR DHW BOILER SIDE L " DHW BOILER SIDE - - - - - - f no. date submission ISOLATION SEPARATOR RETURN EASY-FIT 2 SUPPLY EASY-FIT VALVE (TYP) MANIFOLD MANIFOLD P=1 P=2 P=3 P=4 P=5 P=6 F=7 P=8 P9 P-1Q P-11 1 . 11 .18.2016 BID SET low 2. 12.14.2016 BUILDING DEPT. SUBMISSION 2" 1" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4' 3/4" 3/4' 1-1/4" STRAP ON AQ UASTAT -� -' -- (MAKES @ 160') U U ROOM STAT AUTOMATIC AIR / \ AIR VENT 1-1 4" 1-1/4" ECCENTRIC A REDUCER (TYP.) SOLENOID ISOLATION VALVE ISOLATION ISOLATION VALVE (TYPICAL) EXPANSION TANK BACKFLOW VALVE EXPANSION YANK BACKFLOW VALVE _ AMTROL, MODEL ST-12 PREVENTO� / " AMTROL, MODEL ST-12 PREVENTO� 1-1/4- T -1 4" 1-1 4 PURGE DRAIN PURGE DRAIN COLD WATER -COLD WATER RETURN VALVE LOW VALVE LOW 3/4" -� HWR IN 3/4----�- -; HWR IN U WATER WATER GATE VA LV CUT-OFF CUT-OFF �-S HW OUT ��HW OUT (TYP.) COIL 1-1/2" 1-1/2"-- 1-t/4" 1-1/4" AIR FLOW CIRC PUMP W/AQUASTAT VACUUM ISOLATION CIRC PUMP W/AQUASTAT 7VACUUM ISOLATION 130' MIN WTR. TEMP. 130' MIN WTR. TEMP. BELL & GOSSETT SERIES PR BREAKER VALVE BELL & GOSSETT SERIES PR BREAKER VALVE ��- --f-III- �0 5 GPM 0 15' TDH, 3/4", --UNION DOMESTIC WATER 5 GPM ® 15' TDH, 3/4", --UNION DOMESTIC WATER SUPPLY L 3/4" DRAIN 1/6 HP, 120V ALL BRONZE DRAIN VALVE 1/6 HP, 120V ALL BRONZE DRAIN VALVE AUTOMATIC AUTOMATIC STRAINER WITH H0� BP-1 BP-2 AIR VENT AIR VENT END DRAIN VALVE BOILER BOILER CIRCULATOR CIRCULATOR HOT WATER COIL PIPING BOILER RELIEF BOILER RELIEF INSTALL A WATER HAMMER INSTALL A WATER HAMMER FURNISHED WITH FURNISHED WITH BOILER VALVE (TYP) BOILER VALVE (TYP) ARRESTER TO PREVENT SPILL INTO ARRESTER TO PREVENT SPILL INTO WATER SHOCK DWH-1 FLOOR DRAIN WATER SHOCK DWH-2 FLOOR DRAIN (NOT TO SCALE) B=1 RELIEF VALVE B=2 RELIEF VALVE BOILER WATER BOILER WATER HOT WATER DISCHARGE HOT WATER DISCHARGE AMTROLISOLATION P-12 AMTROL ISOLATION 4TP-13 SECURE TO BLDG.BEAM BOILER PIPING BOILER PIPING QUAD-CHEK UNION- ION UNION- t VALVES QUAD-CHEK -- VALVES VALVE UN VALVE UNION OR MISCELLANEOUS STEEL �1-1/4" 1-1/4" CHANNEL WELDED TO BEAM CELLAR _ _ _ 4" CONC PAD _ 4" CONC PAD VIBRATION ISOLATION DRAIN VALVE LDRAIN VALVE MOTOR MASON "DN HS" SEE SPECS. HOT MATER BOILER PIPING INDIRECT FIRED DOMESTIC WATER HEATERS PRESSURE \ rr BOILER ROOM SCHEMATIC HOT MATER FLOW DIAGRAM GAUGE CIVIL ENGINEER VINCENT GAUDIELLO, PE (NOT TO SCALE) THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 'Antoni® Consulting LPG FIRED HOT (NATER BOILER SCHEDULE (WALL MOUNTED) "LOCHINVAR" As STD Engineers, P.C. ECCENCETRIC REDUCER 30 W. Waukena Avenue AGA VENT SIZE UNION Oceanside, NY 11572 516.594.4284 MANUF. (NATURAL GAS) I.B.R HEATING GAS ENT. WATER / Job #1616 N0. LOCATION AS TYPE SERIES SIZE EFF9� DIA. (IN) LVG. WATER WTR. VAL SUPPLY RETURN SHIPPING REMARKS STRAINER W/BLOW-OFF VALVE STD. FUEL INPUT OUTPUT NET OUTPUT CAPACITY & CONNECTION TEMP. TEMP. (GAL) TAPPING WEIGHT SHUTOFF VALVE STRUCTURAL ENGINEER MBH MAX MBH MIN MBH MBH MATERIAL 'F 'F EVAN AKSELRAD, PE KNIGHTCHECK VALVE16 JAY STREET FL3 B-1 CELLAR LOCHINVAR CONDENSING WALL MOUNTED WHN155 95.0 LPG 155 31 125 144 3" PVC 1/2" 160 180 5.5 1" 166 - PLUG VALVE NEW YORK, NY 10013 917-689-0301 B-2 CELLAR LOCHINVAR CONDENSING KNIGHT WHN155 95.0 LPG 155 31 125 144 3" PVC 1/2" 160 180 5.5 1" 166 - FILING CONSULTANT WALL MOUNTED INLINE PUMP DETAIL AEN CONSULTANTS BOILER PACKAGE SHALL INCLUDE: - COMBINATION GAS VALVE INCLUDING MANUAL SHUT-OFF AND PRESSURE REGULATOR. 1319 NORTH SEA ROAD - PRE-ASSEMBLED CAST-ALUMINUM HEAT EXCHANGER WITH BUILT-IN AIR SEPERATOR. - PILOT ADJUSTMENT AND AUTOMATIC PILOT THERK4000UPLE SAFETY. (NOT TO SCALE) SOUTHAMPTON, NY 11968 631-283-6360 - GAS BURNERS, GAS ORIFICES AND MANIFOLD ASSEMBLY. - HI-LIMIT CONTROL AND SYSTEM PRESSURE AND TEMPERATURE GAUGES. - SPARK IGNITION SYSTEM, VENT DAMPERS, DRAFT HOOD, MODULE PRESSURE RELIEF VALVE studio cgcef i architedt PC 172 beard street, Brooklyn, ny 11231 718.875.1460 HOT WATER HEATING COIL SCHEDULE (CELLAR & FIRST FLOORS) "MAGIC AIR" COIL STD. HOT WATER HEATING COIL SCHEDULE (SECOND FLOOR) "MAGIC AIR" COIL STD. project: TAG SERVING DELTA T EAT EAT LWT BTUH GPM CFM MODEL ROWS TTL LVG P.D. REMARKS TAG SERVING DELTA T EAT EWT LWT BTUH GPM CFM MODEL ROWS TTL LVG P.D. REMARKS MBH WTR. T FT. MBH WTR. T FT. AKSELRAD RESIDENCE HC-1 AC-1 20 60 180 160 25,000 2.5 1,095 SHW-2130 2 32.0 90.1 1.84 HC-2-1 AC-2-1 20 60 180 140 18,000 1.8 883 SHW-2130 2 29.9 95.5 1.84 HC-2 AC-2 20 60 180 160 36,000 4.0 1,095 SHW-2208 2 51.7 101.2 1.36 HC--2-2 AC-22 20 60 180 140 13,C00 1.3 600 SHW-2130 2 26_3 103.9 1.84 4125 Nassau Point Rd., Cutchogue, NY 11935 HC-3 AC-3 20 60 180 160 17,000 2.0 735 SHW-2130 2 29.9 95.5 1.84 HC-2-3 AC-2-3 20 60 180 14,0 16,000 1.6 900 SHW-2130 2 29.9 95.5 1.84 HC-4 AC-4 20 60 180 160 15,000 2.0 585 SHW-2130 2 26.3 103.9 1.84 HC-2-4 AC-2-4 20 60 180 1410 8,000 0.8 400 SHW-2130 2 26.3 103.9 1.84 MECHANICAL HC-5 AC-5 20 60 180 160 10,000 1.0 500 SHW-2130 2 26.3 103.9 1.84 HC-2-5 AC-2-5 20 60 180 140 8,000 0.8 500 SHW-2130 2 26.3 103.9 1.84 HOT WATWR PIPING HC-6 I AC-6 20 60 180 160 10,000 1.0 400 SHW-2130 2 26.3 103.9 1.84 AND SCHEDULES NOTE: COIL SHALL BE COPPER TUBE WITH NOTE: COIL SHALL BE COPPER TUBE WITH ALUMINUM FINS, MAX. 8/IN, SIZED AT ALUMINUM FINS, MAX. 8/IN, SIZED AT seal&signature: date: 11 .18.2016 500 FEET/MIN FACE VELOCITY. 500 FEET/MIN FACE VELOCITY. scale: AS NOTED OO D'Ep,Ydrawn by: M.K. Ob V, checked by: G.D. drawing no.: m 3r 1^/ 11 07092 �� -300 " a0 AR "'ESSIONP�� cad file no.: ©copyright studio Cicetti architect pc DX FAN COIL SCHEDULE "MITSUBISHI" CITY MULTI AS STD IN-LINE PUMP SCHEDULE NO: 1 "B & G" AS STD general note: MODEL MOUNTING CFM SOUND ELECTRICAL NET REFRIGERANT PIPE SIZES all drawings, specifications, plans, ideas, arrangements, and UNIT SERVING LOCATION COOLING HEATING NOMINAL EXT. REFRIGERANT MEA REMARKS designs represented or referred to are the property of and owned TAG NUMBER TYPE BTUH BTUH TONNAGE LOW HIGH LEVEL VOLTAGE MINIMUM MFA FILTER WEIGHT LIQUID GAS WTR. TEMP SERVES S.P. dg CKT. AMPS (AMPS) (LBS) TYPE UNIT NO MODEL NO GPM FT-HD ELECTRIC DATA by studio Cicetti architect pc, whether the project for which they " " " DEG' F are prepared is executed or not. they are created, evolved, AC-1 1ST FLOOR CELLAR PVFY-P36NAMU-E VERTICAL 36,000 40,000 3.0 0.50 767 1,095 35-43 208V/1 PH 4.13 15 MERV 13, 1 PLEATED 141 R410A 3/8 5/8 developed, and produced solely for use on and in connection with P-12 PL-36-1-1/4" 10.0 15 110 120V/1 PH, 1/6 HP INDIRECT FIRED DOMESTIC WATER HEATER #1 this project and none of the above may be disclosed or given to AC-2 1ST FLOOR CELLAR PVFY-P36NAMU-E VERTICAL 36,000 40,000 3.0 0.50" 767 1,095 35-43 208V/1 PH 4.13 15 MERV 13, 1" PLEATED 141 R410A 3/8" 5/8" " or used by any person, firm, or corporation for any use or AC-3 CELLAR MER CELLAR PVFY-P24NAMU-E VERTICAL 24,000 27,000 2.0 0.50" 515 735 30-38 208V/1 PH 3.00 15 MERV 13, 1" PLEATED 113 R410A 3/8" 5/8" P-13 PL-36-1-1/4 10.0 15 110 120V/1 PH, 1/6 HP INDIRECT FIRED DOMESTIC WATER HEATER #2 purpose whatsoever, except upon the written permission and direction of studio Cicetti architect pc. AC-4 CELLAR MER CELLAR PVFY-P18NAMU-E VERTICAL 18,000 20,000 1.5 0.40" 410 585 28-36 208V/1 PH 3.0 15 MERV 13, 1" PLEATED 113 R410A 1/4" 1/2" BP-1 AS RECOMMENDED BY BOILER MANUFACTURER BOILER CIRCULATOR PUMP AC-5 1ST FLOOR 1ST FLOOR PEFY-P15NMAU-E3 HORIZONTAL 15,000 17,000 1.25 0.40" 353 494 28-34 208V/1 PH 1.45 15 MERV 13, 1" PLEATED 58 R410A 1/4" 1/2" 122-06-E BP-2 AS RECOMMENDED BY BOILER MANUFACTURER BOILER CIRCULATOR PUMP n0. date Submission AC-6 1 ST FLOOR 1ST FLOOR PEFY-P12NMAU-E3 HORIZONTAL 12,000 13,500 1.0 0.40" 265 371 28-34 208V/1 PH 1.20 15 MERV 13, 1" PLEATED 49 R410A 1/4" 1/2- NOTE AC-2-1 2ND. FLOOR 2ND FLOOR PEFY-P24NMAU-E3 HORIZONTAL 24,000 27,000 2.0 0.50" 618 883 30-39 208V/1 PH 2.73 15 MERV 13, 1" PLEATED 67 R410A 3/8" 5/8" CONTRACTOR TO REVIEW ALL GPM & SYSTEM PRESSURE LOSSES IN FIELD 1. 11.18.2016 BID SET AC-2-2 2ND. FLOOR 2ND FLOOR PEFY-P18NMAU-E3 HORIZONTAL 18,000 20,000 1.5 0.50" 424 600 28-35 208V/1 PH 1.56 15 MERV 13, 1" PLEATED 58 R41 OA 1/4" 1/2" 2. 12.14.2016 BUILD;NG DEPT. SUBMISSION AC-2-3 2ND. FLOOR 2ND FLOOR PEFY-P306NMAU-E3 HORIZONTAL 30,000 34,000 2.5 0.50" 618 900 30-39 208V/1 PH 2.73 15 MERV 13, 1" PLEATED 67.0 R41 OA 3/8" 5/8- AC-2-4 2ND. FLOOR 2ND FLOOR PEFY-P12NMAU-E3 HORIZONTAL 12,000 13,500 1.0 0.40" 265 371 28-34 208V/1 PH 1.20 15 MERV 13, 1" PLEATED 49 R41 OA 1/4- 1/2- IN-LINE PUMP SCHEDULE FOR HEATING COILS N 0:L "B & G" AS STD AC-2-5 2ND. FLOOR 2ND FLOOR PEFY-P15NMAU-E3 I HORIZONTAL 15,000 1 17,000 1 1.25 1 0.40" 1 353 1 494128-34 1 208V/1 PH 1 1.45 1 15 MERV 13, 1" PLEATED 58 R41 OA 1/4" 1/2" NOTES: UNIT NO MODEL NO GPM FT-HD WTR. TEMP ELECTRIC DATA SERVES 1- ALL UNITS SHALL HAVE BUILT-IN DRAIN PUMP DEG' F 2- ALL UNITS SHALL HAVE RETURN AIR TEMPERATURE SENSOR 3- COOLING NOMINAL CONDITIONS INDOOR: 80'F DB, 67*F WB, OUTDOOR: 9TF DB, INDOOR: 70'F DB PL-30-1° 2.5 5.0 180 120V 1 PH, 1 12 HP 4- HEATING NOMINAL CONDITIONS OUTDOOR: 47'F DB, 43'F WB P-1 / / FOR HC-1 P-2 PL-30-1" 4.0 5.0 180 120V/1PH, 1/12 HP FOR HC-2 AIR COOLED CONDENSING UNIT (STACKED) "MITSUBISHI" AS STD UNIT COOLING HEATING SOUND ELECTRICAL DATA NET REFRIGERANT PIPE SIZES P-3 PL-30-1" 2.0 5.0 180 120V/1PH, 1/12 HP FOR HC-3 TAG LOCATION MODEL NUMBER SERVING BTUH BTUH LEVEL SEER VOLTAGE MCA MAXIMUM WEIGHT REFRIGERANT LIQUID GAS MEA# REMARKS dB FUSE AMPS LB TYPE P-4 PL-30-1" 2,0 5.0 180 120V/1PH, 1/12 HP FOR HC-4 ACCU-1 NORTH GROUND LEVEL PUMY-60NKMU AC-1 & AC-3 60,000 66,000 58 16.7 208V/1/60 25 40A 313 R410A 3/8" 3/4" 122-06-E P-5 PL--30-1° 1.0 5.0 180 120V/1 PH, 1/12 HP FOR HC-5 ACCU-2 GROUND LEVEL PUMY-60NKMU AC-2 & AC-4 60,000 66,000 58 16.7 208V/11/60 25 40A 313 R410A 3/8" 3/4" 122-06-E NORTH P-6 PL-30-1" 1.0 5.0 180 120V/1PH, 1/12 HP FOR HC-6 ACCU-3 GROUND LEVEL PUMY-60NKMU AC-2-2, AC-2-5, AC-2-4 60,000 66,000 58 16.7 208V/1/60 25 40A 313 R410A 3/8" 3/4" 122-06-E NORTH AC-5 & AC-6 P-7 PL-30-1" 1.8 5.0 180 120V/1PH, 1/12 HP FOR FIC-2-1 ACCU-4 GROUND LEVEL PUMY-60NKMU AC-2-1 & AC-2-3 60,000 66,000 58 16.7 208V/1/60 25 40A 313 R410A 3/8" 3/4" 122-06-E NORTH P-8 PL-30-11" 1.3 5.0 180 120V/1 PH, 1/12 HP FOR HC-2-2 NOTES: 1- COOLING NOMINAL CONDITIONS INDOOR: 80'F DB, 6TF WB, OUTDOOR: 95'F DB, P-g PL-30-1" 1.6 5.0 180 120V/1PH, 1/12 HP FOR HC-2-3 2- HEATING NOMINAL CONDITIONS INDOOR: 70'F DB; OUTDOOR: 47'F DB, 43'F WB 3- 6 YEARS COMPRESSOR WARRANTY AND VFD CONTROLLED OUTDOOR MOTOR FAN P-10 PL-30-1" 1.0 5.0 180 120V/1PH, 1/12 HP FOR HC-2-4 DIFFUSER AND GRILLE SCHEDULE "TITUS AS STD P-11 PL-30-1" 1.0 5.0 180 120V/1PH, 1/12 HP FOR HC-2-5 TAG TYPE MAKE MODEL BARS/SPACING COLOR REMARKS NOTE CONTRACTOR TO REVIEW ALL GPM & SYSTEM PRESSURE LOSSES IN FIELD LBD LINEAR BAR DIFFUSER TITUS CT-480 1/8- BARS BY ARCHITECT FRAME BORDER TYPE 4, 1/4" BORDER (SUPPLY AIR) 1/4 SPACING WITH CONCEALED FASTENING LBR LINEAR BAR RETURN TITUS CT-480 1/8„ BARS BY ARCHITECT FRAME BORDER TYPE 4, 1/4" BORDER CIVIL ENGINEER VINCENT GAUDIELLO, PE (RETURN AIR) 1/4 SPACING WITH CONCEALED FASTENING THE RAYNOR GROUP, P.E. & L.S. PLLC FBD FLO-BAR DIFFUSER TITUS FL-10 1" SLOT BY ARCHITECT HIGH THROW PATTERN CONTROLLER, HARD CEILING CLIPS, BORDER TYPE 22, FRAME TYPE 2. 860 MONTAUK HIGHWAY FLCD (SUPPLY AIR) FLANGES TAPED AND SPACKLED INTO THE CEILING TO LEAVE ONLY THE AIR SLOT EXPOSED TO THE ROOM IF REQUIRED BY ARCHITECT. PROVIDE MOUNTING CLIPS. WATER MILL, NEW YORK 11976 631-726-7600 FBR FLO-BAR RETURN TITUS FL-10 1" SLOT BY ARCHITECT FBCR (RETURN AIR) Antonio Consulting NOTES: 1 - ALL REGISTER SIZES ARE CLEAR INSIDE DIMENSIONS. Engineers, P.C. 30 W. Waukena Avenue BOILER ROOM VENTILATION FAN SCHEDULE Oceanside, NY 11572 516.594.4284 Job #1616 UNIT NO TYPE SERVING MAKE MODEL/SIZE DRIVE RPM SP CFM VOLTAGE/PH WATTS GRILLE WEIGHT REMARKS STRUCTURAL ENGINEER SIZE (LBS) EVAN AKSELRAD, PE 16" SQ " 16 JAY STREET FL3 CEILING BOILER DIRECT 1080 0.25 100 120V/1 27 11-13 . 11.0 NEW YORK, NY 10013 917-689-0301 BX-1 CABINET ROOM PANASONIC FV-11VQ3 / FILING CONSULTANT AEN CONSULTANTS 1319 NORTH SEA ROAD ENERGY RECOVERY VENTILATOR (AIR TO AIR) "MITSUBISHI" AS STD. SOUTHAMPTON, NY 11968 631-283-6360 CFM TEMP. ENTHALPHY RECOVERY WEIGHT Studio CIC t! rChiteCt PC TAG TYPE SERVING MAKE MODEL MIN MAX ESP IN H2O EFF% HEATING COOLING VOLT/HZ/PHASE MOCP MCA FILTERS LBS REMARKS 172 beard street, brooklyn, ny 11231 718.875.1460 ERV-1 DUCTED ERV-1 MITSUBISHI LGH-F300RX5-E 91 300 0.46" 81-65.5 79-63 % 63-50 % 208/1/60 15 1,8 WASHABLE 73.0 FIBER project: ERV-1 DUCTED ERV-1 MITSUBISHI LGH-F300RX5-E 91 300 0.46" 81-65.5 79-63 % 63-50 % 208/1/60 15 1,8 FIBERABLE 73.0 FIBER AKSELRAD RESIDENCE CONTROL: UNITS SHALL BE COMPLETE WITH MITSUBISHI FAN SPEED & VENT MODE. TOILET EXHAUST FAN SCHEDULES 4125 Nassau Point Rd., Cutchogue, NY 11935 UNIT NO TYPE SERVING MAKE MODEL/SIZE DRIVE RPM SP CFM VOLGRILLE WEIGHTTAGE/PH WATTS SIZE � (LBS) REMARKS MECHANICAL EQUIPMENT TX-1-1 CEILING POWDER ROOM 115 PANASONIC FV_11VQ3 DIRECT 1080 0.25" 90 120V/1 27 11-13/16" SQ. 11.0 CABINET SCHEDULES NOTES 1- PROVIDE BACK DRAFT DAMPER. 2- PROVIDE ANGLE MOUNTING BRACKETS seal&signature: date: 11.18.2016_ 3- PROVIDE WALL SWITCH SC31e: QF NEtV drawn by: M,K. ;aAoD%4HT0 0 checked by: G.D, drawing no.: C) is -� M - 4 0 0 . 0 0 OA 07092 C`ti UFE'SS;ON�� cad file no.: ©copyright studio Cicetti architect pc MECHANICAL SPECIFICATIONS 1. DESCRIPTION OF WORK 8. AIR CONDITION UNIT general note:14. RADIANT FLOOR SYSTEM all drawings, specifications, plans, ideas, arrangements, and A. THE EXTENT OF THE WORK IS INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS. A. AIR CONDITION UNITS SHALL BE OF SIZE AND MODEL SHOWN ON THE DRAWINGS OR designs represented or referred to are the property of and owned APPROVED EQUAL. A. THE RADIANT FLOOR HEATING SYSTEM TO BE PROVIDED FOR THE AREAS AS by studio Cicetti architect pc, whether the project for which they B. SUPPLY ALL EQUIPMENT, MATERIALS, AND LABOR REQUIRED FOR OPERATION TO THE FINAL B. THE FAN COIL UNITS SHALL BE DX TYPE EQUIPPED WITH 1" DISPOSABLE FILTERS INDICATED ON THE RADIANT FLOOR SYSTEM SCHEDULE. IT SHALL INCLUDE PROVISION are prepared is executed or not. they are created, evolved, AND INSTALLATION OF THE INFLOOR COMMERCIAL COMPONENTS, INFLOOR TUBING, developed, and produced solely for use on and in connection with ACCEPTANCE BY THE ARCHITECT AND ENGINEER UNLESS INDICATED OTHERWISE HEREIN OR ON AND VIBRATION ISOLATORS. ELECTRIC CONTROL HEADS, SYSTEM CONTROLS, PRIMARY BOILER LOOP AND THE DRAWINGS. CIRCULATING PUMP, SYSTEM TREATMENT AND UNDERLAYMENT. this project and none of the above may be disclosed or given to C. THE CONDENSING UNIT SHALL HAVE VARIABLE SPEED COMPRESSOR, AN AIR-COOLED or used by any person, firm, or corporation for any use or 2. GENERAL COIL, PROPELLER TYPE CONDENSER FAN AND CONTROL BOX. COMPRESSOR WILL BE B. WARRANTY purpose whatsoever, except upon the written permission and A. THE REQUIREMENTS OF THE GENERAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS MOUNTED ON RUBBER VIBRATION ISOLATORS. CONTROL CIRCUIT WILL BE 24V. direction of studio Cicetti architect pc. SHALL APPLY TO THE WORK OF THIS CONTRACT. PROVIDE TWENTY-FIVE (25) YEAR MANUFACTURER'S WARRANTY FOR UPONOR D. AT THE TERMINATION OF BALANCING AND TESTING, THE CONTRACTOR SHALL REPLACE TUBING, AND 18 MONTHS MANUFACTURER'S WARRANTY FOR OTHER UPONOR B. ALL WORK ON THESE DRAWINGS IS SCHEMATIC AND CONSIDERATION MUST BE GIVEN TO THE FILTERS USED ON ALL AIR CONDITIONERS DURING THIS PERIOD WITH NEW ONES, COMPONENTS. ACTUAL CONDITIONS AT THE SITE. SUCH CONSIDERATIONS SHALL BE PUT INTO THE INITIAL AND SHALL PROVIDE (6) SETS OF REPLACEMENT FILTERS. no. date submission COST ESTIMATES FOR THE JOB AND SHALL UNDER NO CIRCUMSTANCES BE CONSIDERED C. QUALITY ASSURANCE 1 . 11.18.2016 BID SET 9. REFRIGERANT AND A C CONDENSATE PIPING 1. INSTALLER'S QUALIFICATIONS: INSTALLATION OF UPONOR RADIANT HEATING JUSTIFICATION FOR EXTRA COSTS TO THE OWNER. SPECIFICALLY, THE SHEET METAL DUCTWORK SYSTEM SHALL BE BY A TRAINED UPNOR DEALER AUTHORIZED BY THE UPNOR COMPANY. 2. 12.14.2016 BUILDING DEPT. SUBMISSION SHALL, WHETHER INDICATED OR NOT, RISE AND/OR DROP AND/OR CHANGE IN SHAPE TO CLEAR 2. PRESSURE TEST: PROVIDE HYDROSTATIC TEST OF PRIMARY LOOP, ANY AND ALL CONDUITS, LIGHTING FIXTURES, PLUMBING AND HEATING MAINS TO MAINTAIN A. ALL PIPING SHALL BE COPPER OF WEIGHT AS REQUIRED FOR SERVICE DESIRED CEILING HEIGHTS AND ACTUAL LOCATIONS, AS SHOWN ON ARCHITECTURAL PLANS, OF SPECIFIED, WITH CONFORMANCE WITH ASTM-B-88 FOR TYPES "L", "K" TUBING, AS MANIFOLDS, AND TUBING TO 60 PSIG FOR 24 HOURS. THE NEW DIFFUSERS AND REGISTERS. MANUFACTURED BY CHASE, ANACONDA, REVERE OR APPROVED EQUAL. SOLDER SHALL D. DELIVERY AND STORAGE HANDLING BE 95% TIN AND 5% ANTIMONY FOR CONDENSATE DRAIN PIPING AND SILVER SOLDER GENERAL REQUIREMENTS: MATERIALS SHALL BE DELIVERED IN THEIR ORIGINAL, C. ANY APPARATUS, CONTROLS, MATERIALS, WORK OR INCIDENTAL ACCESSORIES OR ANY MINOR FOR REFRIGERANT PIPING. UNOPENED PACKAGES, AND PROTECTED FROM EXPOSURE TO THE ELEMENTS. DAMAGED DETAILS NOT SHOWN BUT NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL OR DETERIORATED MATERIALS SHALL BE REMOVED FROM THE PREMISES. RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE B. USE HARD DRAWN TYPE "L" COPPER TUBING ON ALL REFRIGERANT PIPING AND PROVIDED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. WHERE NO APPRECIABLE AMOUNT OF BENDING AROUND PIPES OR OTHER E. MATERIALS OBSTRUCTIONS IS NECESSARY. IF SOFT COPPER MUST BE USED, CARE SHOULD BE 1. MANIFOLDS: FURNISH AND INSTALL A COMPLETE RADIANT HEATING PANEL E. CONTRACTOR SHALL CUT AND MAKE PENETRATIONS AS REQUIRED FOR HIS INSTALLATION TAKEN TO AVOID SHARP BENDS WHICH MAY CAUSE A RESTRICTION. DISTRIBUTION SYSTEM THAT INCLUDES: BRASS SUPPLY MANIFOLDS WITH LOCKSHIELD OPERATIONS. PATCHING SHALL BE BY THE G.C. VALVES; BRASS RETURN MANIFOLDS WITH MANUAL BALANCING VALVES; SUPPLY AND C. USE LONG RADIUS ELLS WHEREVER POSSIBLE WITH ONE EXCEPTION: RETURN AIR VENTS, TEMPERATURE GAUGES, ISOLATION BALL 1. NEW YORK CITY BUILDING CODE SHORT RADIUS ELLS FOR THE TRAP AT THE BOTTOM OF ALL SUCTION RISERS. VALVES DRAIN PORTS, ELECTRIC CONTROL HEADS (IF REQUIRED), AND ROOM 2. NEPA (NATIONAL FIRE PROTECTION ASSOCIATION) THERMOSTATS. BALANCE EACH CIRCUIT TO MAINTAIN EVEN TEMPERATURE DROP IN 3. SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) D. PACK FIBERGLASS INSULATION AND A SEALING MATERIAL SUCH AS PERMAGUM LOOPS. COMPONENTS TO BE FURNISHED BY WIRSBO, APPLE VALLEY, MN. 4. ASME (AMERICAN SOCIETY OF MECHANICAL ENGINEERS AROUND REFRIGERANT LINES WHERE THEY PENETRATE FLOORING TO REDUCE 5. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) VIBRATION AND TO RETAIN SOME FLEXIBILITY. 2. INFLOOR TUBING: RADIANT TUBING SHALL BE WIRSBO CROSS LINKED BARRIER POLYETHYLENE [HE-PEX, 1h"]. TUBING TO BE FURNISHED BY WIRSBO AND IS 6. ASHRAE (AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS) E. SUPPORT ALL REFRIGERANT LINES AT MINIMUM 6 FOOT INTERVALS WITH SUITABLE TO BE INSTALLED IN COMPLETE ACCORD TO MANUFACTURER'S INSTRUCTIONS. 7. UL (UNDERWRITER'S LABORATORIES) HANGERS, BRACKETS OR CLAMPS. 8. NATIONAL ELECTRIC CODE AND LOCAL UTILITY RULES AND REGULATIONS. 3. ELECTRIC CONTROL HEADS: PROVIDE INDIVIDUAL LOOP THERMOSTATIC CONTROL F. INSULATE ALL SUCTION AND CONDENSATE LINES WITH A MINIMUM OF 3/4" ARMAFLEX FOR EACH ZONE AS INIDCATED IN THE CONTROL DIAGRAM. INSTALL IN ACCORDANCE WITH F. CONTRACTOR SHALL FURNISH TO THE OWNER TWO SETS OF AS-BUILT DRAWINGS AND ONE OR EQUAL. LIQUID LINES THAT WILL BE EXPOSED TO DIRECT SUNLIGHT AND/OR HIGH MANUFACTURER'S INSTRUCTIONS. PROVIDED BY UPONOR COMPANY. SET OF REPRODUCIBLES AT COMPLETION OF THE WORK. TEMPERATURES MUST ALSO BE INSULATED. 3. GUARANTEE & SERVICE G. PROVIDE 1" CONDENSATE DRAIN PIPING OF TYPE "K" COPPER WITH TRAPS AS 4. INFLOOR BARRIER POLYETHELYNE [HE-PEX, X"] AS PROVIDED BY UPONOR RECOMMENDED BY AC UNIT MANUFACTURER. PIPE TO INDIRECT WASTE LINES AND COMPANY: NOMINAL X" (INCH) [12.7 MM] INSIDE DIAMETER WITH AN NOMINAL 5/8" A. ALL MECHANICAL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECTS IN WORKMANSHIP DRAINS PROVIDED BY PLUMBER. (INCH) [15.87 MM] OUTSIDE DIAMETER WITH A WALL THICKNESS OF 0.062" (INCH) AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE [1.575 MM], MANUFACTURED IN ACCORDANCE WITH ASTM STANDARD F-876 AND RATED ARCHITECT, UNLESS EQUIPMENT MANUFACTURER'S GUARANTEE COVERS A LONGER PERIOD. FOR 100 PSIG (689.5 KPA) AT 190 DEGREES F (82.2 DEGREES C) WITH AN EXTERNAL10. HEATING SYSTEM PIPING ETHYLENE VINYL ALCOHOL (EVOH) OXYGEN DIFFUSION BARRIER ALLOWING NO MORE THAN SUBMIT A SEPARATE PRICE FOR ANY EXTENDED WARRANTIES THAT ARE AVAILABLE FROM 0.1 GRAM PER CUBIC METER PER DAY (0.1 G/M'/D). INDIVIDUAL CIRCUIT LENGTH TO BE MANUFACTURERS. A. USE COPPER TYPE "L" TUBING WITH SOLDER FITTINGS ON ALL HEATING HOT WATER PIPING. UP TO 300 (FEET) [91.4 M] MAXIMUM. B. INCLUDE SEPARATE PRICE FOR ONE YEAR SERVICE CONTRACT. B. INSULATE ALL SUPPLY AND RETURN HEATING LINES WITH 1" FIBERGLASS INSULATION ON ALL 3/4" 5. SYSTEM CONTROLS: SPACE TEMPERATURE TO BE MAINTAINED BY USING 4. DUCTWORK BRANCH PIPING, AND 1-1/2" INSULATION ON ALL MAINS UP TO 2" DIAMETER PIPE. RESET CONTROLS TO ADJUST SUPPLY WATER TEMPERATURE OR FLOOR TEMPERATURE IN RELATION TO OUTDOOR TEMPERATURE CHANGES. RESET CONTROLLER SHALL OPERATE A. THIS SECTION SHALL APPLY TO ALL DUCTWORK THAT IS PART OF THIS CONTRACT UNLESS CIRCULATING PUMP (S) AND BOILER TO MAINTAIN REQUIRED WATER DELIVERY INDICATED OTHERWISE ON THE DRAWINGS. C. PITCH PIPING A MINIMUM 1/8" PER FOOT TO ALLOW PROPER PURGING OF ENTRAPPED AIR. TEMPERATURE OR SLAB TEMPERATURE. WHEN USED WITH A NON-CONDENSING BOILER, A TEMPERING VALVE OR 4-WAY MIXING VALVE SHALL BE USED TO MAINTAIN THE CIVIL ENGINEER VINCENT GAUDIELLO, PE B. DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA LOW D. PROVIDE SLEEVES FOR PIPING PASSING THROUGH CEILINGS, WALLS OR PARTITIONS OF ANY KIND. SECONDARY LOOP DELIVERY WATER TEMPERATURE. CONSULT THE WIRSBO DESIGN AND THE RAYNOR GROUP, P.E. & L.S. PLLC VELOCITY DUCT CONSTRUCTION STANDARDS MANUAL, USING PRIME SHEETS OF GALVANIZED STEEL INSTALLATION GUIDE AS PROVIDED BY UPONOR. 860 MONTAUK HIGHWAY AS CALLED FOR ON THE DRAWINGS. ALL DUCTWORK SHALL BE NEW. WATER MILL, NEW YORK 11976 631-726-7600 SHOP DRAWINGS AND EQUIPMENT SUBMITTALS C. THE CONSTRUCTION FOR LOW PRESSURE RECTANGULAR SHEET-METAL DUCTS SHALL BE MADE 11. CONTROLS: 15. ntoni® Consulting IN ACCORDANCE WITH RECOMMENDATIONS OF THE ASHRAE GUIDE, LATEST EDITION, OR AS PER A. COOLING -FURNISH AND INSTALL FOR EACH AIR CONDITIONING UNIT "MITSUBISHI" A. CONTRACTOR SHALL PROVIDE TO THE ARCHITECT SHOP DRAWINGS OF SHEET METAL Engineers, P.C. SMACNA MANUAL, BUT NOT LESS THAN THE FOLLOWING WEIGHTS AND CONSTRUCTION: SIMPLE MA CONTROLLER, MODEL: PAC-YT51 CRB WITH REMOTE DICK TYPE THERMISTER DUCTWORK AND EQUIPMENT MOUNTING. SHOP DRAWINGS SHALL BE 3/8" SCALE WITH 30 W. Waukena Avenue TO MEASURE SPACE TEMPERATURE. SEE CONTROL DIAGRAM FOR ADDITIONAL Oceanside, NY 11572 516.594.4284 DIMENSION REQUIREMANTS. SUBMITTALS CONSISTING OF A MINIMUM (3) SETS OF PRINTS AND (1) SEPIA SET. Job #1616 OF LONGEST SIDE SHEETMETAL GAUGE LONGEST SIDE, (ALL FOUR SIDES) B. HEATING - FURNISH AND INSTALL TEKMAR MO. 552 HEATING ONLY THERMOSTAT WITH B. ALL EQUIPMENT AND DEVICES TO BE INSTALLED SHALL BE SUBMITTED IN MINIMUM SETS STRUCTURAL ENGINEER INCHES STEEL GAUGE REMOTE DISK TYPE ROOM SENSOR AND BULB TYPE FLOOR SENSOR. OF (4). EVAN AKSELRAD, PE SEE CONTROL DIAGRAM FOR ADDITIONAL REQUIREMENTS. 16 JAY STREET FL3 UP THRU 12 26 C. NO EQUIPMENT SHALL BE INSTALLED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT NEW YORK, NY 10013 917-689-0301 13 THRU 18 24 12. TESTS & BALANCING OR ENGINEER. 19 THRU 30 24 FILING CONSULTANT A. THE CONTRACTOR SHALL TEST, BALANCE, AND ADJUST ALL NEW AND EXISTING REGISTERS 16. OPERATION AEN CONSULTANTS D. SUPPORT HORIZONTAL DUCTS WITH HANGERS SECURED TO CEILING JOISTS AT INTERVALS NOT AND DAMPERS OF SYSTEMS UNDER NORMAL OPERATING CONDITIONS TO ASSURE PROPER 1319 NORTH SEA ROAD TO EXCEED C-O". VERTICAL DUCTS SHALL BE SUPPORTED WITH ANGLE IRON BRACKETS AT AIR DISTRIBUTION AND AIR QUANTITIES AS SHOWN ON THE DRAWINGS. AIR SUPPLY AND A. CONTRACTORS SHALL_ SPEND THE TIME, AS REQUIRED, TO FULLY EXPLAIN THE OPERATION SOUTHAMPTON, NY 11968 631-283-6360 INTERVALS NOT TO EXCEED C-0". RETURN AT EACH OUTLET SHALL BE MEASURED AND RECORDED DATA TABULATED AND OF THE NEW HEATING AND AIR CONDITIONING SYSTEMS TO THE OWNER OR OWNER " SUBMITTED FOR APPROVAL. REPRESENTATIVE. t i c1cettA archlte.c E. SEAL ALL DUCTWORK AIRTIGHT AT JOINTS, SEAMS AND CONNECTION TO EQUIPMENT, WITH 3M 172 beard street, Brooklyn, ny 11231 718.875.1460 pc EC-800 MASTIC OR APPROVED EQUAL. B. CONTROLS SHALL BE ADJUSTED AND TESTED TO INDICATE COMPLIANCE WITH SPECIFIED B. AT THE TERMINATION OF WORK SUBMIT TO THE OWNER (2) SETS OF OPERATION AND OPERATIONS. MAINTENANCE MANUALS TO INCLUDE ALL NEWLY INSTALLED EQUIPMENT. 5. DAMPERS C. OPERATING TESTS: project: COD: CABLE OPERATED DAMPERS TEST ALL NEW EQUIPMENT FOR A MINIMUM PERIOD OF 24 HRS WITH HEATING AND AKSELRAD RESIDENCE VOLUME DAMPER ASSEMBLY OPPOSED BLADES LINKED TOGETHER IN A FRAME, AND OPERATED COOLING SYSTEMS BEING FULLY TESTED DURING APPROPRIATE SEASON. THROUGH FLEX CABLE THROUGH LINEAR BAR DIFFUSER'S FACE. D. FULLY SERVICE EXISTING DOCTOR'S OFFICE AIR HANDLER AND CONDENSING UNIT. 6. DIFFUSERS AND REGISTERS START-UP, TEST AND MAKE SYSTEM FULLY OPERATIONAL. 4125 Nassau Point Rd., Cutchogue, NY 11935 ALL SUPPLY AND RETURN GRILLES, UNLESS INDICATED OTHERWISE, SHALL BE STEEL TYPE AS MANUFACTURED BY "TITUS" CO." OF SIZE AS SPECIFIED ON THE DRAWINGS. 13. HUMIDIFIERS MECHANICAL DIFFUSERS AND REGISTERS SHALL BE NEW, AND OF FINISH AS SPECIFIED BY THE ARCHITECT. A. HUMIDIFIERS SHALL BE OF THE STEAM VAPOR TYPE WITH DISTRIBUTION INTO THE AIR HANDLING SYSTEM. THE 7. DUCT INSULATION UNITS SHALL BE SELF-CONTAINED, ELECTRONICALLY CONTROLLED WITH SAME CONTROLLER AS AC UNITS, SPECIFICATIONS HIGH LIMIT HUMIDISTAT, DUCT PRESSURE SWITCH, AND OF SIZE AND MODEL AS SHOWN ON THE DRAWINGS. A. PROVIDE 1" ACOUSTIC LINING ON FIRST 2.0 FT. OF SUPPLY AND RETURN DUCTWORK CONNECTIONS TO AC UNITS, AND AS INDICATED ON THE DRAWINGS. LINING TO BE B. UNITS SHALL BE WALL MOUNTED WITH 1/2" COLD WATER AND 1" DRAIN LINES CONNECTIONS TO LINES PROVIDED "CERTAINEED" MANUFACTURER TYPE 150, 1-INCH THICK OR APPROVED EQUAL. INCREASE BY PLUMBER. THIS CONTRACTOR SHALL ALLOW FOR AT LEAST 6 FEET OF PIPING FOR FINAL CONNECTIONS. DUCT SIZE TO MAINTAIN INSIDE DUCT DIMENSIONS INDICATED ON DRAWINGS. C. OPERATING SEQUENCE - HUMIDISTATS SHALL BE SET TO MAINTAIN 30% RELATIVE HUMIDITY BY ENERGIZING THE ALL REMAINING SUPPLY AND RETURN DUCTWORK SHALL BE INSULATED WITH FOIL FACE 1-1/2 AIR HANDLER FANS INDEPENDENTLY AND BY CYCLING THE HUMIDIFIERS WHEN THE DUCT PRESSURE SWITCH IS seal&signature: date: 11 .18.2016 DUCT INSULATION. CLOSED. UPON A RISE IN HUMIDITY ABOVE 70% A HIGH LIMIT HUMIDISTAT, MOUNTED 10 FT. DOWNSTREAM OF THF scale: i-' E STEAM NOZZLE, SHALL OPEN THE HUMIDIFIER CONTROL CIRCUIT THEREBY DEACTIVATING IT. � ,��OF NES/ drawn by: - M.K. B. INSULATION SHALL HAVE COMPOSIT'E' RE AND SMOKE HAZARD RATINGS AS TESTED BY HUMOII I'ER CONTROL SAHLL BE TIED INTO SAVANT SYSTEM THRU AC CONTROLLER. PROCEDURE ASTM-E-84, NEPA 255 AND UL-723 NOT EXCEEDING FLAME SPREAD 25, SMOKE P ANTo O,A checked by: G.D. DEVELOPED 50, FUEL_ CONTRIBU I_I) 50. �'0 � drawing no.: M- 00 . 00 pUfiESIOtA cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and -- direction of studio Cicetti architect pc. Fi—i L1 EXISTING WIRE I no. date submission OUG AND (4) I o D SCO 4ECTS TOL - REMOVED o13 1 1 . 11 .18.2016 BID SET I �' 015 PATIO \��; 2. 12.14.2016 BUILDING DEPT. SUBMISSION 012 EXERCISE ROOM _ �- _ C Ld 016 OUTDOOR - - AC-2 VERTICAL KITCHEN I 0 4CLOSET BX-1 AC UNIT AC-4 _ BOILER RM. �FCI VENTILATION FAN AC UNIT - - \ - --, GFC 20 AMP S/S ❑ ElINDIRECT FIRED DOMESTIC WATER 240/1 PH - - - JA HEATERS. 1 F_ O - SEE PLUMBING DRAWINGS. / ❑� I I , �I C o03 BEDRooM EXISTING 'HVAC SUB' ELECTRICAL 11 1 _- - 20 AMP S/S PANEL TO BE RELOCATED TO / EM-1,11 ; (4) #12 AWG I 1--240/1 PPS - _ OPPOSITE SIDE OF ROOM �- -� 008 MECHANIC L i EM-1,17 NEW,-LOCATION FOR LP GAS FIRED HOT ;_ r- L _ EXISTING-ELECTRICAL --,, WATER BOILER i cFc AC-3 'I PANEL 'HVAC SUB'. v --- CIRCUIT TO EM-1,7 & r- VERTICAL EM-1,9 (- -I I ACU BOILER SHUT-OFF SWITCH - --- AC-1 - I L - _ 002 FAMILY VERTICAL I RE - ___- _--- - AC UNIT - - - - 20 AMP S/S 240/1PH I! EF -- 1 �- - EM-1,15 - \ LJ � )4 12 AWG 51REF6 I EM-1,13 R ---- GFCI 010 SCREENING ROOM �- - - - - -- -- - -- - -- C--- - -- - 20 AMP S/S --" 240/1 PH 001 IHALLWKY I . PUMP BANK FOR HEATING SYSTEM PUMP BANK POWER - - 005 CLOSET - CIRCUIT TO: Iol1 sTOR�GE i EM-1,1 oo�TAiHf�ooM EM-1,3 CIVIL ENGINEER VINCENT GAUDIELLO, PE EM-1,5 a THE RAYNOR GROUP, P.E. & L.S. PLLC - - - UP - - EX. STEAM 9 860 MONTAUK HIGHWAY GENERATOR WATER MILL, NEW YORK 11976 631-72.6-7600 007 LIBRAR 120 STA -� MAlnto '9io Consulting ,�. IR �Engine 30 W. Waukena Avenue 2011 ELECTRICAL CODE ° Oceanside, NY 11572 516.594.4284 GUIDELINE FOR PANELBOARDS & RECEPTACLE LAYOUT-ENTIRE ENTRY LEVEL Ooh ICLOSET J . Job #1616 STRUCTURAL ENGINEER A) ELECTRICAL PANEL LOCATION: EVAN AKSELRAD, PE ELECTRICAL PANELS ARE TO HAVE A DEDICATED SPACE DIRECTLY IN FRONT -- -- - - --- -- 16 JAY STREET FL3 OF THEM. THEY SHOULD BE ACCESSIBLE AT ALL TIMES WITHOUT ANY NEW YORK, NY 10013 917-689-0301 OBSTRUCTIONS IN FRONT OF THEM. WE CAN NOT LOCATE THEM IN A STANDARD CLOTHES CLOSET (NFPA 70 EDITION 2011 ARTICLE 110.26) FILING CONSULTANT AEN CONSULTANTS B) REQUIRED RECEPTACLE OUTLETS FOR DWELLINGS UNITS: 1319 NORTH SEA ROAD (NOTE: SOUTHAMPTON, NY 11968 631-283-6360 -ALL OUTLETS SHALL BE TAMPER PROOF PER NEC 406.12) -OUTLETS LOCATED ON COUNTERTOP SPACES, BATHROOMS AND WITHING 6 studio cqc t! architect pc F1' OF A WATER SOURCE SHALL BE GFI. ALSO IN GARAGES AND EXTERIOR) 172 beard street, brooklyn, ny 11231 718.875.1460 1) IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, 1 CELLAR ELECTRICAL PLAN 1. WIRE ALL CIRCUITS TO PANEL 'LP-1' UNLESS E100 LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM CELLAR NOTE: OR AREA OF DWELLING UNITS: 12' O.C. SPACING SCALE: 1/4" = V-0" project: 2) KITCHEN COUNTER-TOP SPACE: 24" O.C. AT 20" MAX HEIGHT ABOVE COUNTER-TOP NOTED OTHERWISE. AKSELRAD RESIDENCE 3) KITCHEN ISLAND COUNTER SPACES: AT LEAST 1 RECEPTACLE INSTALLED AT 12" MAX BELOW COUNTERTOP (NEC 210.52 (C) (5)). 2. ELECTRICAL CONTRACTOR TO ADD RECEPTACLES 4) KITCHEN PENINSULAR SPACES: AT LEAST 1 RECEPTACLE WHERE NEEDED TO COMPLY WITH NATIONAL 5) BATHROOMS: 1 DEDICATED RECEPTACLE (GFI) ELECTRICAL CODE. SEE GUIDELINES NOTES THIS SHEET. 4125 Nassau Point Rd., Cutchogue, NY 11935 6) LAUNDRY: 1 DEDICATED RECECPTACLE 7) HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST 1 RECEPTACLE (THE HALL LENGTH SHALL BE CONSIDERED THE LENGTH ALONG CELLAR THE CENTERLINE OF THE HALL WITHOUT PASSING THROUGH A DOORWAY). PLAN I C) BRANCH CIRCUITS THAT SERVE THE FOLLOWING DWELLING UNIT ROOMS ELECTRICAL P U it V SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTOR (AFCI) CIRCUIT BREAKER (NEC 210.52): FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARYS, DENS, BEDROOMS, SUNROOMS, RECREATION ROOM, CLOSETS, HALLWAYS OR SIMILAR ROOMS. seal&signature: date: 11 .18.2016 scale: 1/4"=V-0" OF Ni:y, \� drawn by: S.D. 'L Y checked by: G.D. drawing no.: 0 :ii E- 1 Ou - 00 0709?!) � �(7/=ESS10',�, • cad file no.: N 0' 1' 5' 10' cQ copyright studio Cicetti architect pc general note: 2011 ELECTRICAL CODE all drawings, specifications, plans, ideas, arrangements, and GUIDELINE FOR PANELBOARDS & RECEPTACLE LAYOUT-ENTIRE ENTRY LEVEL designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they 18" MAX FROM WALL TYP n - - - -- - - - -- --- _- - -- - - - -- - - -- - - - - -- - - - — - — --- are prepared is executed or not. the are created, evolved, CAL PANEL LOCATION: - u - - - -" - ELECTRICAL PANELS ARE TO HAVE A DEDICATED SPACE DIRECTLY IN FRONT developed, and produced solely for use on and in connection with OF THEM. THEY SHOULD BE ACCESSIBLE AT ALL TIMES WITHOUT ANY this project and none of the above may be disclosed or given to OBSTRUCTIONS IN FRONT OF THEM. WE CAN NOT LOCATE THEM IN A or used by any person, firm, or corporation for any use or AAgq STANDARD CLOTHES CLOSET (NFPA 70 EDITION 2011 ARTICLE 110.26) purpose whatsoever, except upon the written permission and direction of studio Cicetti architect pc. - 1 - 1--1- -L- -- -- `. 122 PORCH B) REQUIRED RECEPTACLE OUTLETS FOR DWELLINGS UNITS: (NOTE: -ALL OUTLETS SHALL BE TAMPER PROOF PER NEC 406.12) _ no. date submission 1 OUTLETS LOCATED ON COUNTERTOP SPACES, BATHROOMS AND WITHING 6 FT OF A WATER SOURCE HA �T E S LL BE GFI. ALSO IN GARAGES AND EXTERIOR 1) IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, 1 . 11 .18.2016 BID SET LIBRARY. DEN, SUNROOM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM 2. 12.14.2016 BUILDING DEPT. SUBMISSION 1121DINING ROOM � 111 LIVING ROOM r OR AREA OF DWELLING UNITS: 12' O.C. SPACING 2) KITCHEN COUNTER-TOP SPACE: 24" O.C. AT 20" MAX HEIGHT ABOVE GFI COUNTER-TOP P _ 3) KITCHEN ISLAND COUNTER SPACES: AT LEAST 1 RECEPTACLE INSTALLED I , -_- - - AT 12" MAX BELOW COUNTERTOP (NEC 210.52 (C) (5)). i - -- _- 4) KITCHEN PENINSULAR SPACES: AT LEAST 1 RECEPTACLE 5) BATHROOMS: 1 DEDICATED RECEPTACLE (GFI) WP � -- -- - _ 6) LAUNDRY: 1 DEDICATED RECECPTACLE 123 STAIR 7) HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST 1 RECEPTACLE (THE HALL LENGTH SHALL BE CONSIDERED THE LENGTH ALONG - -- -- - THE CENTERLINE OF THE HALL WITHOUT PASSING THROUGH A DOORWAY). — - - -- [09 BEDROOM] — - �`- C) BRANCH CIRCUITS THAT SERVE THE FOLLOWING DWELLING UNIT ROOMS SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTOR (AFCI) I J CIRCUIT BREAKER NEC 210.52): I I FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARYS, DENS, GFCI GCI R e — �❑ i � �;; '� --- ! BEDROOMS, SUNROOMS RECREATION ROOM CLOSETS HALLWAYS OR SIMILAR I I (GFCI - --�, , � r GICI ROOMS. I '� EM-1,27 G a RELCOATE EX. IRRIGATION PANEL I - -- -`- _ AT LEAST ONE RECEPT RELOCATE EXISTING AT ISLAND PER CODE. ! PANEL #1 AS COORDINATE EXACT _621 INDICATED _ EM-1,21 GFc I --- ''- --- - T -� _ _ ---AC-5 LOCATION WITH ARCH. DW ---- -- —I -- - _ _._._ _: nr HORIZ. AC UNIT ABV. ""� -- CLG. W/18x18 - 113 KITCH I� __ �' CEILING ACCESS DOOR GFCI - — — — _I I I ----=_-- — -- — - I 10 CLOSET _ ..-- I Go Ia- L _ 11 ��e --_ ® M-1 —I- - - -'T® —I - - E ,23 ---__-- ® � 101 ENTRY I ---� --- ------ ------- --�.�-------�� I --- I ° RFT I �I RELOCATE EX. SECURITY ___- EM-1,25 A PANEL TO MECH ROOM OOVN REMOVE EX. HOUSE 102 HALFWAY — 20 AMP S/S SERVICE SWITCH & MDP 240/1PH 103 POWDER R�GFcI PNL ABV. EM-1, EM-1, -- - ---- - S �� -- - - -- Jnr - ----- - - -- -- - - - - O # 2 AWG - �_ - 4 1 GFCI I I' -_1 I � CIVIL ENGINEER VINCENT GAUDIELLO PE RELOCATED EX. 120 STAIRS \ EX. ACC-5 CENTRAL I _ r�AIHROOM] THE RAYNOR GROUP, P.E. & L.S. PLLC P ' i VAC SYSTEM ��' 'I II �--- 860 MONTAUK HIGHWAY NEW ELECTRICAL / I WATER MILL, NEW YORK 1 1976 631-726-7600 DISTRIBUTION 115 PO'aNDER ROOM { ♦ D'Antonio Consulting PANEL EL ° -- - 114PNT -0 o- uP ` I -- - �_-� ;I �'o- Engineers, P.C. NEW AUTOMATIC _- - -- - _ - -- -_-- - - 30 W. Waukena Avenue X-1-1 w ° ° ° TRANSFER SWITCH - F S�1 - -- - -?--- - - - -- - -- - - - - - - o- - Oceanside, NY 11572 516.594.4284 (SEE DRAWING E-3 118 MECH. RM. J Job #1616 C . MTD. 17 MUD ROOM 240 VOLT OUTLET FOR VACUUM il', 20 AMP S/S EXHA ST FAN --_,_ - ° � STRUCTURAL ENGINEER POOL HOUSE - ---- - ---- RECEPITACLOEOTYPE WITH a 105 BATHRooM I 240/1 PH WP EVAN AKSELRAD, PE - - - I 16 JAY STREET FL3 SEE RISER ON ;! - -- - - - - �' - MANUFACTURER'S INSTALLATION �_ �-J- 106 CLOSET AC-6 NEW YORK, NY 10013 917-689-0301 PANEL FEEDER. I Wp E-300 ';� ---_--__,' GUIDE. COORDINATE FINAL wP \J _ HORIZ. AC UNIT ABV. 116 IAUND M. _ J LOCATION WITH ARCHITECT 12.1 IE PATIO LCLG. FILING CONSULTANT -- -- -- — -- p T --- - -t---- - - -- --- --- ---�-== - AEN CONSULTANTS UP h, 1319 NORTH SEA ROAD -- - SOUTHAMPTON, NY 11968 631-283-6360 EX. 2 E T DN. NEW ELECTRICAL DISTRIBUTION (FEED TO POOL _ - - u PANEL LP 1 HOUSE V.LF.) NEW MAIN DISTRIBUTION PANEL studio c@cett! architect pc ----- i', I , I - n al I 172 beard street brook) n n 11231 718.875.146 MDP WITH MAIN-CIRCi11T; �i Y Y 0 ELECTRICAL FEED Ii __-_ 't I' 1 BREAKEk.i SEE-RISER--ON- 1 I" i,bRAWf�LG -E-300- TO MD PANEL TO ,``, project: E REMOVED ;1 l 1 4 R M AKSELRAD RESIDENCE BED 00 EXISTING 3 E�+IT POWER FEED B'W. t- If GRA)E NIL== I 1 .9 GARAGE h IF / _ I 4125 Nassau Point Rd. Cutcho ue NY 11935 JI i IIi' 1ST FLOOR ELECTRICAL PLAN AC 1 & ACC-2 STACKE61' FIRST FLOOR i SCALE: 1/4" _ V-o° . F -I �t / ii ill�,�l IIS � i �I E=_-----_-- �, '! ELECTRICAL PLAN I'� �I/ III' I li I l (2) 60 AMP S/S STAG' E 1 I I A `I T K I CC '13 & ACC-4 S AC fib, I 1ST FLOOR NOTE: seal&signature: date: 11 .18.2016 =- - - - ' ---- - % 1. W.RL i-.LI_ uIR.,U TS TO PANEL. LP-1 UNLESS scale: NOTED OTHERWISE. ��OF NEw y drawn by: S.D. ��a0 D,,gMro O,A� checked by: G.D. - ` ------- - - ---i - - 2. ELECTRICAL. CNTRACTOR TO ADD RECEPTACLES drawing no.. 2 60 AMP S/S NEEDED ( ) WHERE � TO COMPLY WITH NATIONAL ►_ y� STACKED ELECTRICAL CODE. SEE GUIDELINES NOTES THIS SHEET. ,"� w opo o20 �� E- 1 01 . 00 � f SIO���� cad file no.: N(!0' 1' 5' 10' ©copyright studio Cicetti architect pc general note: 2011 ELECTRICAL CODE all drawings, specifications, plans, ideas, arrangements, and GUIDELINE FOR PANELBOARDS & RECEPTACLE LAYOUT-ENTIRE ENTRY LEVEL designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they � �!� �-� �__ A) ELECTRICAL PANEL LOCATION: are prepared is executed or not. they are created, evolved, r ELECTRICAL PANELS ARE TO HAVE A DEDICATED SPACE DIRECTLY IN FRONT developed, and produced solely for use on and in connection with �r�l- -- OF THEM. THEY SHOULD BE ACCESSIBLE AT ALL TIMES WITHOUT ANY this project and none of the above may be disclosed or given to L OBSTRUCTIONS IN FRONT OF THEM. WE CAN NOT LOCATE THEM IN A or used by any person, firm, or corporation for any use or ® STANDARD CLOTHES CLOSET (NFPA 70 EDITION 2011 ARTICLE 110.26) purpose whatsoever, except upon the written permission and direction of studio Cicetti architect pc. ELECTRIC RADIANT FLOOR WITH Sl B) REQUIRED RECEPTACLE OUTLETS FOR DWELLINGS UNITS: FLOORSTAT & SLAB SENSOR._____<1_ (NOTE: -ALL OUTLETS SHALL BE TAMPER PROOF PER NEC 406.12) d SEE DRAWING E-500 FOR i_ cFcl 'I L ------ --------- -- 219 ERRACE -OUTLETS LOCATED ON COUNTERTOP SPACES, BATHROOMS AND WITHING 6 no. ate submission (TYP). SPECIFICATION I I- FT OF A WATER SOURCE SHALL BE GFI. ALSO IN GARAGES AND EXTERIOR) 1) IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, 1 • 11 .18.2016 BID SET 209 MASTER, BEDROOM L LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM 2. 12.1 x.2016 BUILDING DEPT. SUBMISSION EM-1,10 p NUHEAT PROGRAMMABLE OR AREA OF DWELLING UNITS: 12' O.C. SPACING 211 HER BATHROOM I - _ __-_--_THERMOSTAT WITH SLAB 2) KITCHEN COUNTER-TOP SPACE: 24" O.C. AT 20" MAX HEIGHT ABOVE TEMPERATURE SENSING (TYP). cFa COUNTER-TOP F- - - 3) KITCHEN ISLAND COUNTER SPACES: AT LEAST 1 RECEPTACLE INSTALLED JGFCl -- — AT 12 MAX BELOW COUNTERTOP (NEC 210.52 (C) (5)). 4) KITCHEN PENINSULAR SPACES: AT LEAST 1 RECEPTACLE - - -- - 5 BATHROOMS: 1 DEDICATED RECEPTACLE GFI T ( ) I � 6 LAUNDRY: 1 DEDICATED REC ECPTACL — I E r 7 HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST 1 I 1 - , RECEPTACLE (THE HALL LENGTH SHALL BE CONSIDERED THE LENGTH ALONG AC-2-1 - - THE CENTERLINE OF THE HALL WITHOUT PASSING THROUGH A DOORWAY). HORIZ. A C UNIT CLG i � - � -- EM-1'2 `\ �II', ERV -2 - - - I. - 207 FAMILY Roots ` ENERGY C) BRANCH CIRCUITS THAT SERVE THE FOLLOWING DWELLING UNIT ROOMS III r 206 BEDRoO� )`� „ RECOVERY SHALL BE PROTECTED BY AN ARC FAULT CIRCUIT INTERRUPTOR (AFCI) VENTILATOR CIRCUIT BREAKER (NEC 210.52): I _ EM-1,4 FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARYS, DENS, T----- I� AGS-2.-3 - - - - i_ - BEDROOMS, SUNROOMS, RECREATION ROOM, CLOSETS, HALLWAYS OR SIMILAR ROOMS. HORIZ. AC UNIT I 210 ABV. CLG. -- -- 4 WR sTr. i HALL - --- _ �- r L - - - - - - - - - 120 AMP S/S I ! 20 AMP S/S \ - - - - - - - - - - - 240/1 PH 240/1PH 212 - IERW.LG \ (4) #12_ AWG _ _ - ERV 1 ENERGY -- RECOVERY VENTILATOR 201 HALLWAY I L�� = , -- - \ 208 ESTIBULE U \ - - 20 AMP S/S AC-2-4 240 1PH (4) #12 AWG lid HORIZ. AC UNIT NUHEAT PROGRAMMABLE - -- \ I I - / NEW ELECTRICAL - - ABV. CLG. 'LP-2' 205 B'.THROOM \ DISTRIBUTION PANEL THERMOSTAT WITH SLAB � _ ; �� I � d TEMPERATURE SENSING (TYP). DIN --GFU I GFCI -- \ — i \ it ;- - -- -- - - - - - - - '�--- � ---- -, 202 LAUNDRY RM � � �� -- -J —� ! CIVIL ENGINEER VINCENT GAUDIELLO, PE JI � --� A('-2-5 THE RAYNOR GROUP, P.E. & L.S. PLLC jii- -- - -- OPEN .O BE�oW HORIZ. AC UNIT 860 MONTAUK HIGHWAY J F214-RI-S-19-AT H ] 9 � ! ABV. CLG. WATER MILL, NEW YORK 11976 631-726-7600 T ---- -- - --- - -- -- _ - - -� i / GFCI�,J D"Anton- c Consulting (- _ -�---- - 204 BATHROOM ELECTRIC RADIANT FLOOR WITH SHWR. \ .. I I I HI -W.LC. -- - - - - - - - Do-ow I i' Engineers, ■Ce LOORSTAT & SLAB SENSOR. i a —_______ ______ 30 W. Waukena Avenue SEE DRAWING E-500 FOR ,I I Oceanside, NY 11572 516.594.4284 SPECIFICATION (TYP). O L - it 1 Job #1616 STRUCTURAL ENGINEER cFci _� ClL ! - _ _ _ = 20 AMP S/S EVAN AKSELRAD, PE / 1 ��� I__-_ _ � 16 JAY STREET FL3 - _ _-__-- 240/1PH = _ _ _ _ _ - 20 AMPS S / NEW YORK, NY 10013 917-689-0301 - - - 240 1PH / AC-2-2 EM-1,8 HORIZ. AC UNIT FILING CONSULTANT - -- ABV. CLG. AEN CONSULTANTS 1319 NORTH SEA ROAD , SOUTHAMPTON, NY 11968 631-283-6360 i CiCettl �'�hlte °°� per: 2ND FLOOR ELECTRICAL PLAN 172 beard street, Brooklyn, ny 11231 718.875.1460 EM-1 29 I f' �/ E1Q2 SCALE: 1/4" = 1'-0" ' 216 FF ICE - I EM-1,31 project: 04 AKSELRAD R ESIDEN t�E 203 BEDROOM I = �--\- i-- i i 121 i STORACE ;' _--_- 4125 Nassau Point Rd., Cutchogue, NY 11 935 i! 7 _ - SECOND FLOOR ---- ---- -- --- - - - - - i ELECTRICAL PLAN /, i NOTE: 218 TERRACE 1. WIRE ALL CIRCUITS TO PANEL 'LP-2' UNLESS sea!&signature: date: _ _11 .18.2016 scale: 1/4"=1'-0" NOTED OTHERWISE. ----_ eF NE►,y drawn by: _ S.D. checked by: -- G.D. MrTo q� _...... i. ��p drawing no.: 1 . 00""' �a 07on2° \ESStO��Pcad file no.: d:La:1V'.z:[MNJBi'iLu r,w...1..L :'i�Y.19i' 11.TWrt&i'1::`IIStY.:iY 0' 1' 5' 10' ©copyright studio Cicetti architect pc ELECTRICAL SERVICE EVALUATION PER THE 2.011 NYC ELECTRICAL.CODE(NFPA 70, 2011.) genera no a ngs ravel specifications,ons, plans, ideas, arrangements, and VOLTAGE DROP USING FORMULA METHOD ELECTRICAL SYMBOL LEGEND designs represented or referred to are the property of and owned RE: 4125 NASSAU POINT ROAD, CUTCHOGUE, FOR ELECTRICAL FEEDERS SERVING EACH ACC CONDENSER NY 11935 ..... ... .... . . (CONDENSER) by studio Cicetti architect pc, whether the project for which they O Al CEILING-MTD PORCELAIN SOCKET are prepared is executed or rot. they are created, evolved, eve ELECTRIC SERVICE TYPE: MOLTS: 230 DATE: 11-3-16 VD = 2 x K x Q x I x D S/CM (SINGLE PHASE) Q i2 WALL-MTD PORCELAIN SOCKET ope , and produced solely for use on and in connection with the b b disclosed PHASE. 1 .. WHERE gt WALL-MTD FIXTURE, WET LOCATION o e a Ove may eo given to this project an noner iv - - - e or used by any person, firm, or corporation for any use or Ci+ RECESSED SHOWER LIGHT purpose whatsoever, except upon the written permission and 1} MECHANICAL EQUIPMENT: direction of studio Cice ti architect pc.VD = VOLTAGE DROP pt+ RECESSED DOWN LIGHT V PH QTY: DF AMPS KW K = DIRECT CURRENT CONSTANT o Ft FLUORESCENT FIXTURE AC UNITS (INDOOR BLOVf1ERS--. 230 ...................1... ._.. 11 1 1.84. 4.7 = (NEAR LED . ALTERNATING CURRENT ADJUSTMENT FACTOR VERTICALLY MOUNTED L ACC (AIR COOLED CONDENSERS} . .. .. 230. ... 1. . .... ._ 4 . 1' 19 _ 1.7.5 CONDUCTORS L1 o. date(1 FOR DUC ORS SMALLER THAN 2/O) HORIZONTALLY MTD LINEAR LED n d t submission SUB-TOTAL 22.1 L1 I = AMPERES LINEAR INCANDESCENT 1 . 11 .18.2016 BID SET 2} LIGHT€NG AND CONVENIENCE OUTLET LOAD: D = DISTANCE (FEET) CM = CIRCULAR-MILS OF" CONDUCTOR O pi PENDANT 2. 12.14.2016 BUILDING DEPT. SUBMISSION . ..... ....... . .... .................. .... ... . ........ ..._ .... ..... ._:.SQ-FT...__....__..................................... W/SQ. T WATTS ® PZ UNDER CABINET MTD PUCK LIGHT LED CELLAR 1940 Wt RECESSED WALL WASHER 1sT FLOOR 3200 ALLOWABLE VOLTAGE DROP = 3% = 240V .03 = 6.24 V EXIT SIGN 2ND FLflflR 3300. ( ) (a) TOTAL 8440X 3 - 25320 A/C GRILLE PROPOSED WIRE SIZE = NO. 3/0 AWG -ffi SWITCH .... .. _ ..._5000 @ 1.00._1. ....._......... ..... ... _... _. .. 3.0 K = 12.9 -69� MASTER SWITCH (b). ..:. 22320 C�..3,5% .' . . . _ ..._ ... .. 7.$ JAMB SWITCH AC RESISTANCE ;,APPLIANCES: Q = = 1.0 -Efl DIMMER SWITCH . .. ........ (c} (2) SMALL APPLIANCE C€RCUITS @ 1.5 KW EACH 3.0 DC RESISTANCEIn -69 3-WAY SWITCH )..... .. 1) LAUNDRY CIRCUIT @...1.5 KW EACH... . ....:........... . _ .............................. ............................ .......... ..._ .........._1.5 I = 40 AMPERES -694-WAY SWITCH C D - 80 FEET SMOKE DETECTOR APPLIANCES: V' PH QTY DF. AMPS - OsD .......... ___ _ (e) UNDR CTR REF120: 1 1 0.75 4.00 0.4 CM = 16,510 CO CARBON MONOXIDE DETECTOR (e) GAS BBQ(OUTDOOR) 120: 1 1 0.75 2.20 13.2 [ ] FLOOR DUPLEX (e) .. ._ ._ UNDER CTR REF (OUTDOOR) 120' 1 1 0.75. ...... 2.20 0.2 ACTUAL VD _ 2 x 12.9 x 1.0 x 40 x 80 5 0 V DUPLEX .... .. . .. .. .. _ (P} WASHING MACHINE 1211; 1: 2 0.75 9.80 1.8 F , I 16510 DUPLEX GROUND FAULT CIRCUIT � (f) ELECTRIC DRYER 230 1 21.00 24.00 11.0 INTERRUPTER GFI {e} TRASH COMPACTOR 12.0 1 1. 0.75 „13.00 1.2 EXTERIOR DUPLEX GROUND FAULT (e) GAS C{3OKTOP 120 1 1 0.75 1.OD 0.1 PERCENT VOLTAGE DROP = 5 0 V = 2.4 % _� CIRCUIT INTERRUPTER 208 V (e)......... ..... KITCHEN HOOD. . . .. .... ... .:.. ... .............. ......__..._........:........__120 ... . ...__.._ .. .. .. .... ........ .. 0.75 4.50 0.4 - DEDICATED OUTLET .................... . ........ STEAM WALLOVEN (RATED 4.6 KW) 230 1 1: 0.80 20.00, 3.7 NOTE: TELEPHONE / DATA (g) CONVECTI ON WALLOVEN (RATED 6,9 KW) 230 _ ._ 1 .._. . _ ...1 .... . 0.80 34.00 5.5 SIZE AND LENGTH OF ELECTRICAL FEEDER OK AT #8 AWG AND 80 FEET. CONSULT Cfl TOILET EXHAUST (e) REFRIGERATOR 120 1 1 0.75 10.00 0.97v CABLE TV WITH ENGINEER WITH ANY CHANGES (e} WINE REFRIGERATOR 120 1 1 0.75' 3.50 0.3 ,. � THERMOSTAT {e} GARBAGE DISPOSAL(1 HP}. 120 1 1 0.75 INTERCOMM _............. 16.00 1.4 � (e) DISHWASHER 120. 1 1: 0.75: 13.00; 1.2 (e) MICROWAVE 1201 1 0.75 13.00. 1.2 FINISH TAG <e> _... - (e) ICE MAKER 120: 1 1: 0.75 4.50 0.4 (e) CENTRAL VAC(1 HP) 240 1 1 0.75 7.70 1.4 ` SUB-TOTAL 46.5 CIVIL ENGINEER VINCENT GAUDIELLO, PE 3 CALCULATED LOAD: 1) +2} = 22.1. + 46.5 � 68.7 THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY 4} CALCULATED SERVICE SIZE: (FROM LOAD CALCULATED IN PART 3) WATER MILL, RK 11976 631-726-7600 299 AMPS @ 208 V / / 3 PH .n oni® Consulting _. ngLneem, P. .1 NOTE: 30 W e Waukena Avenue DF = DEMAND (e) 220.53ELECTRICAL POWER LEGEND Oceanside, NY 11572 516.594.4284 {a} TABLE 220.1.2 (f} :220.54 Job #1616 ........................ ................_............._._.................. ........... .._.... ...._.. .. _.. .... ... . . ........ ............ ._ .. }...... .TR EE 220.4 .... _.. . (9)- . . TABLE 220.55 - - - - J STRUCTURAL ENGINEERJU JUNCTION BOX WITH CONNECTION {c} 220.52 (A) .._ _ TO EQUIPMENT EVAN AKSELRAD, PE (d) 220.52 (B) S - 2POLE HEAVY DUTY SWITCH 16 JAY STREET FI-3 NEW YORK, NY 10013 917-689-0301 DISCONNECT SWITCH WITH CONNECTION FILING CONSULTANT TO EQUIPMENT AEN CONSULTANTS GENERAL ELECTRICAL NOTES: 1319 NORTH SEA ROAD NEW ELECTRICAL PANELBOARD SOUTHAMPTON, NY 11968 631-283-6360 1. ALL WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT NATIONAL ELECTRICAL CODE, LOCAL AUTHORITY HAVING JURISDICTION AND NEW YORK STATE CODES AND SPECIFICATIONS. ALL ELECTRICAL WORK SHALL BE PERFORMED ONLY BY' DULY LICENSED ELECTRICIANS. E _ EXISTING ELECTRICAL PANELBOARD 172 beard street, brooklyn, ny 11231 718.875.1460 2. THE ELECTRICAL CONTRACTOR SHALL MAKE APPLICATION TO THE UTILITY CO. FOR A NEW ELECTRIC SERVICE. ALL WORK SHALL BE COORDINATED WITH AND DONE IN CONDUIT BRANCH CIRCUIT HOMERUN ACCORDANCE WITH THE UTILITY CO'S. REQUIREMENTS AND SHALL CONFORM WITH THEIR LATEST SERVICE LAYOUT. ALL SERVICE SWITCHES AND SERVICE PANELBOARDS TO PANELBOARD AND CIRCUIT NUMBER. SHALL BE LISTED FOR USE AS SERVICE EQUIPMENT. NUMBER OF ARROWS INDICATE NUMBER OF project: CIRCUITS AKSELRAD RESIDENCE 3. ALL DEVICES AND EQUIPMENT SHALL BE RATED FOR THE AVAILABLE SHORT CIRCUIT CURRENT. REQUEST AND OBTAIN THE SHORT CIRCUIT AVAILABILITY FROM THE SC COMBINATION SMOKE AND CARBON MONOXIDE UTILITY COMPANY. DETECTOR. 120V WITH BATTERY BACKUP 4. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND LABOR AS SHOWN OR IMPLIED ON ALL DRAWINGS AND NOTES. 4125 Nassau Point Rd., Cutchogue, NY 11935 5. CONTRACTOR SHALL FURNISH AND INSTALL ALL ADDITIONAL PANELS AND CIRCUITING AS REQUIRED. ELECTRICAL SERVICE 6. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH THE WORK OF OTHER TRADES. EVALUATION, VOLTAGE 7. ELECTRICAL CONTRACTOR SHALL PERFORM ALL CHOPPING, CUTTING AND DRILLING OF PARTITIONS AND FLOORS REQUIRED FOR THE,PROPER PROPER INSTALLATION OF ALL DROP CNOTES ELECTRICAL WORK. AND SYMBOLS 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY POWER AS REQUIRED WHERE A MACHINE OR DEVICE IS SPECIFIED. WHERE A SPECIAL ELECTRICAL RECEPTACLE IS REQUIRED, THE ELECTRICAL, CONTRACTOR SHALL FURNISH AND INSTALL SAME. seal&signature: date. 11 .18.2016 scale: 9. THE CON T LF,CTCiR SHALL BALANCE ACTIVE CIRCUITS BETWEEN ALL PANELS. OF N Pd Y \\ drawn by: S.D. O 10. THE COPS T R!�-C rOR SHILL BALANCE LOADS ON ALL PANELS TO WITHIN 10% ON EACH PHASE. c��P o ANTD o'9f checked by: _ w G.D. drawing no.: 11. CIRCUIT N!.IMBERS ARE INDICATED FOR GROUPING PURPOSES ONLY. THE ELECTRICAL CONTRACTOR MAY REARRANGE CIRCUITING AS NECESSARY TO BALANCE CIRCUITSr 4' LU LU OR TO REDUCE WIRING REQUIREMENTS. 7 " k•�� �! �1 �, c? 0 6.) �a 07017") E 0 . 0 0 12. THE ELECTR!CAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY MECHANICAL CONTROL WIRING. ALL COP'JTROL DEVICES 1AILL BE FURNISHED AND INSTALLED RO�E10'aP� cad file no.: BY THE MECHANICAL CONTRACTOR �� @ copyright studio Cicetti architect pc ELECTRICAL EQUIPMENT LEGEND WIRING LEGEND STAND-DY GENERATOR general note: all drawings, specifications, plans, ideas, arrangements, and ❑A NEW ELECTRICAL FEEDERS IN EXISTING CONDUIT. USE MODEL FUEL CONSUMPTION designs represented or referred to are the property of and owned 1 NEW 400 AMP METER AS PER UTILITY COMPANY EXISTING FEEDER TO PULL NEW FEEDERS THROUGH: UNIT MANUFACTURER KW VOLTAGE MIN. LPG PRESSURE by studio Cicetti architect pc, whether the project for which they REGULATIONS, 240V/1 PH. (INCHES OF WATER) PROPANE are prepared is executed or not. they are created, evolved, (2) SETS OF (3) 250 MCM. NUMBER PHASE MAIN CB DIMENSIONS INSTALL ON WOOD POSTS AS PER UTILITY COMPANY (FEEDERS DERATED 80% AS PER NEC TABLE 310.15 developed, and produced solely for use on and in connection with SPEC. (B) (3) (a)) CUBIC FT /HR this project and none of the above may be disclosed or given to EM1 GENERAC RG025 25 120/240 1 1125--111-14 143 62.2" L x 38.6" H x 30.6" W or used by any person, firm, or corporation for any use or 0 400 AMP MAIN DISTRIBUTION PANEL 'MDP' purpose whatsoever, except upon the written permission and WITH 400 AMP MAIN © (3) # 6 AWG-IN 3" SCHEDULE 40 PVC PROVIDE THE FOLLOWING ACCESSORIES: direction of studio Cicetti architect pc. 240/1PH -ALUMINUM LEVEL 2 ACOUTIC ENCLOSURE -UPSIZED 130KW ALTERNATOR WITH TROPICAL COATING AND STRIP HEATER 0 GROUND PER NEC — — NEW WORK BELOW GRADE -WET CELL BATTERY no. date submission -COLD WEATHER KIT 4 240V/1 PH/200 AMP AUTOMATIC TRANSFER SWITCH. -AUXILLARY TRANSFER SWITCH CONTACT 1 . 11.18.2016 BID SET O USE GENERAC MODEL # RTSC200AS OR APPROVED -SCHEDULE MAINTENANCE KIT 2. 12.14.2016 BUILDING DEPT. SUBMISSION EQUAL MANUFACTURER. -REMOTE MONITOR 17.3"H X 14.6"W X 7.1"D -5 YEAR COMPREHENSIVE WARRANTY ELEC DISTRIBUTION PNL: 'EM-1' 125 AMP MLO 240V/1 PH/32 CIRCUIT © GENERATOR MONITOR. USE GENERAC MOBILE LINK. O NEW ELECTRICAL DISTRIBUTION PANEL 'LP-1' 225 AMP MLO/1PH/42 POLE ® EXISTING ELECTRICAL DISTRIBUTION PANEL #1 RELOCATED TO MECH RM FROM PANTRY 9 EXISTING SECURITY PANEL TO BE RELOCATED TO MECH RM FROM PANTRY 10 EXISTING IRRIGATION PANEL TO BE RELOCATED TO MECH RM FROM PANTRY 11 EXISTING PANEL 'HVAC-SUB' 225 AMP MLO/1PH/42 POLE 12 NEW ELECTRICAL DISTRIBUTION PANEL 'LP-2' 225 AMP MLO/1PH/42 POLE 12 ----------------------- EXISTING WORK PROVIDE NEW SPLICE BOX -r- T� - EXISTING WORK TO BE REMOVED CONDUCTOR SIZE TO MATCH WITH COVER. LOCATE IN NEW WORK EXISTING FEED TO POOL ACCESSIBLE LOCATION. HOUSE PANEL SECOND FLOOR LAUNDRY RM (202) SECOND FLOOR CIVIL ENGINEER VINCENT GAUDIEL_LO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 EXISTING POOL HOUSE � tonl® Consulting ELECTRICAL FEED. Engineers,, P.C. RELOCATE ALL 30 W. Waukena Avenue 6 10 \ EXISTING PANTRY Oceanside, NY 11572 516.594.4284 9 r---- — \ F / EQUIPMENT TO MECH Job #1616 \ ROOM \ \ STRUCTURAL ENGINEER STAND-BY GENERATOR 'EM1'. O C O C r l r , O rl_1 Fl-' EVAN AKSELRAD, PE 4 5 16 JAY STREET FL3 SEE SCHEDULE THIS SHEET 1 1 3 L_J �_J L_____J L_J L_ _JL-----J NEW YORK, NY 10013 917-689-0301 CONTROL PANEL WITH 125 .77" AMP MAIN CB i FILING CONSULTANT Ll AEN CONSULTANTS O T 1319 NORTH SEA ROAD —MOUNT ON CONCRETE PAD AS PER SOUTHAMPTON, NY 11968 631-283-6360 MANUFACTURERS RECOMMENDATION , 46" 1ST FLOOR MECH RM (118) PANTRY (114) GARAGE i - I studio �c' tti architect pc EXTERIOR GRADE ---1 172 beard street, brooklyn, ny 11231 718.875.1460 1 I ( ) #4 10 AWG. POWER FOR r ; EXISTING CONDUIT. RE-USE III EXISTING CONDUIT TO � (6) #18 AWG CONTROL_ I p,e,ect. AS PER UTILITY COMPANY ILII BE REMAIN LU�� I BATTERY CHARGER„& CIRC. IN SEPARATE 1" C. REMOVE EXISTING FEEDER HEATER IN 1 C. WIRE TO ATS 'HVAC-SUB' PROVIDE NEW FEEDER TO FROM 'PANEL #1' TO PANEL RULING AKSELRAD RESIDENCE II I WIRE TO PANEL I J EXISTING PANEL 'HVAC-SUB'. 2--- SIZE TO MATCH EXISTING 4125 Nassau Point Rd., Cutchogue, NY 11935 NEW 240V/1PH/4AMI' A ELECTRICAL RISER DIAGRAM ELECTRICAL_ FEED AS AS PER ,., .-- —— -- _..,` RELOCATE PANEL TO OPPOSITE UTILITY COh4ANY RULING i�� \�\ ON SIDE Eo100 TO A OIpS SHOWN & STAhI D RY G E N E RATO R r- - F MECH RM A � r\---i CONFLICT WITH INDIRECT HEATERS. 11 SCHEDULE L----j ----� MECH RM (008) _ CELLAR seal&signature: date: 11 .18.2016 .� scale: pF NEIV r drawn by: S.D. �pN DAAV0 checked by: G.D. ELE '_T�RICAL OEC!E-LINE DIAGRAM o � drawing no.: (NOT TO SCALE) rL sJ 0709 E- 3o® . Qa 0 0 w� /UJc Essi t'"- cad file no.: @ copyright studio Cicetti architect pc general note: NEW PANEL ' MDP' SURFACE MOUNTING 1 PHASE 240 VOLTS NEW PANEL ' LP- 1 ' SURFACE MOUNTING 1 PHASE 240 VOLTS all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned FULLY RATED SYSTEM 3 WIRE FEEDER SIZE: SEE RISER FULLY RATED SYSTEM 3 WIRE FEEDER SIZE: SEE RISER by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, Branch Circuit Branch Circuit Branch Circuit Branch Circuit developed, and produced solely for use on and in connection with Conductor Conduit 400 AMP MAIN Conductor Conduit Conductor Conduit 225A MLO Conductor Conduit this project and none of the above may be disclosed or given to Circuit Circuit Circuit Circuit or used by any person, firm, or corporation for any use or Breaker KW Breaker KW Breaker KW Breaker KW purpose whatsoever, except upon the written permission and Load Designation Load Designation Load Designation Load Designation direction of studio Cicetti architect c Trip AWG Trip AWG Trip AWG Trip AWG p Pole HP No. No. Size Pole HP No. No. Size Pole HP No. No. Size Pole HP No. No. Size # AMP MCM A B # AMP MCM # AMP MCM A B # AMP MCM no, date submission 1 100 PANEL LP-1 - SEE RISER - 2 100 PANEL LP-2 - SEE RISER 1 20 RECEPT - 3 12 1 1/2 - 2 20 LIGHTING - 3 12 1 1/2 3 2P - 4 2P 3 20 RECEPT - 3 12 1 1/2 - 4 20 LIGHTING - 3 12 1 1/2 1 . 11.18.2016 BID SET 5 72P PANEL 'EM-1' - SEE RISER - 6 - EX. PANEL #1 - SEE RISER * 5 20 RECEPT - 3 12 1 1/2 - 6 20 LIGHTING - 3 12 1 1/2 2. 12.14.2016 BUILDING DEPT. SUBMISSION 7 - 8 2P 7 20 RECEPT - 3 12 1 1/2 - 8 20 LIGHTING - 3 12 1 1/2 * 9 /2P PANEL POOL HOUSE - S E RISE - 10 - EX. PANEL 'HVAC-SUB' - SEE RISER * 9 20 RECEPT - 3 12 1 1/2 - 10 20 LIGHTING - 3 12 1 1/2 11 - 12 2P 11 20 RECEPT - 3 12 1 1 1/2 - 12 20 LIGHTING - 3 12 1 1/2 13 20 RECEPT - 3 12 1 1/2 - 14 20 LIGHTING - 3 12 1 1/2 13 20 RECEPT - 3 12 1 1/2 - 14 20 LIGHTING - 3 12 1 1/2 15 20 RECEPT - 3 12 1 1/2 - 16 20 LIGHTING - 3 12 1 1/2 15 20 RECEPT - 3 12 1 1/2 - 16 20 LIGHTING - 3 12 1 1/2 17 20 RECEPT - 3 12 1 1/2 - 18 20 LIGHTING - 3 12 1 1/2 17 20 RECEPT - 3 12 1 1/2 - 18 20 LIGHTING - 3 12 1 1/2 19 20 RECEPT - 1 3 12 1 1/2 - 20 20 LIGHTING - 3 1 12 1 1/2 19 20 1 RECEPT - 3 12 1 1/2 - 20 20 LIGHTING - 3 12 1 1/2 21 20 RECEPT - 3 12 1 1/2 - 22 20 LIGHTING - 3 12 1 1/2 21 20 RECEPT - 3 12 1 1/2 - 22 20 LIGHTING - 3 12 1 1/2 23 20 RECEPT - 3 12 1 1/2 - 24 20 LIGHTING - 3 12 1 1/2 23 20 RECEPT - 3 12 1 1/2 - 24 20 LIGHTING - 3 12 1 1/2 25 20 RECEPT - 3 12 1 1/2 - 26 20 LIGHTING - 3 12 1 1/2 25 20 RECEPT - 3 12 1 1/2 - 26 20 LIGHTING - 3 12 1 1/2 27 20 RECEPT - 3 12 1 1/2 - 28 20 LIGHTING - 3 1 12 1 1 1/2 27 20 RECEPT - 3 1 12 1 1 1/2 - 28 20 LIGHTING - 3 12 1 1/2 29 20 RECEPT - 1 3 1 12 1 1/2 - 30 20 LIGHTING - 3 12 1 1/2 29 1 20 RECEPT - 3 12 1 1/2 - 30 20 LIGHTING - 3 12 1 1/2 31 20 RECEPT - 3 12 1 1/2 - 32 20 LIGHTING - 3 12 1 1/2 31 20 RECEPT - 3 12 1 1/2 - 32 20 LIGHTING - 3 12 1 1/2 33 20 RECEPT - 3 12 1 1/2 - 34 20 LIGHTING - 1 3 12 1 1/2 33 20 RECEPT - 3 12 1 1/2 - 34 20 LIGHTING - 3 12 1 1/2 35 20 RECEPT - 3 12 1 1/2 - 36 20 LIGHTING - 3 12 1 1/2 35 20 RECEPT - 3 12 1 1/2 - 36 20 LIGHTING - 3 12 1 1/2 37 20 RECEPT - 3 12 1 1/2 - 38 20 LIGHTING - 3 12 1 1/2 37 20 RECEPT - 3 12 1 1/2 - 38 20 LIGHTING - 3 12 1 1/2 39 20 RECEPT - 3 12 1 1/2 - 40 20 LIGHTING - 3 12 1 1/2 39 20 RECEPT - 3 12 1 1/2 - 40 20 LIGHTING - 3 12 1 1/2 41 - 42 41 - 42 * PROVIDE NEW CIRCUIT BREAKER FOR POOL HOUSE PANEL, SIZE TO MATCH EXISTING NEW PANEL ' EM- 1 ' SURFACE MOUNTING 1 PHASE 240 VOLTS NEW PANEL ' LP-2' SURFACE MOUNTING 1 PHASE 240 VOLTS FULLY RATED SYSTEM 3 WIRE FEEDER SIZE: SEE RISER FULLY RATED SYSTEM 3 WIRE FEEDER SIZE: SEE RISER Branch Circuit Branch Circuit Branch Circuit Branch Circuit Circuit Conductor Conduit 125A MLO Circuit Conductor Conduit Circuit Conductor Conduit 225A MLO Circuit Conductor Conduit Breaker Breaker Breaker Breaker Load Designation KW Load Designation KW Load Designation KW Load Designation KW Pole Trip T0AWM Trip i AWG Trip AWG Trip AWG HP No. Size Pole HP Ro No. Size P le AMP HP No. MCM No. Size A BP le AMP HP No. MC No. Size # AMP A B # AMP MCM CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 1 15 CIRCULATION PUMP-HTG 0.3 3 12 1 1/2 - 2 20 TV RECEPT (BEDRM 206) 0.8 3 12 1 1/2 1 20 RECEPT - 3 12 1 1/2 - 2 20 LIGHTING - 3 12 1 1/2 860 MONTAUK HIGHWAY 3 15 CIRCULATION PUMP-HTG 0.3 3 12 1 1/2 - 4 20 TV RECEPT (FAMILY RM 207) 0.8 3 12 1 1/2 3 20 RECEPT - 3 12 1 1%2 - 4 20 LIGHTING - 3 12 1 1/2 WATER MILL, NEW YORK 11976 631-726-7600 5 15 CIRCULATION PUMP-HTG 0.3 3 12 1 1/2 - 6 20 TV RECEPT (M BEDRM 209) 0.8 3 12 1 1/2 5 20 RECEPT - 3 12 1 1/2 - 6 20 LIGHTING - 3 12 1 1/2 D' ntomo consulting 7 15 BOILER B-1 0.1 3 12 1 1/2 - 8 20 RECEPT (214 HS BATH) 0.2 3 12 1 1/2 7 20 RECEPT - 3 12 1 1 1/2 - 8 20 LIGHTING - 3 12 1 1/2 Engineers, P.C. 9 15 BOILER B-2 0.1 3 12 1 1 1/2 - 10 20 RECEPT (211 HER BATH) 0.2 3 12 1 1/2 9 20 RECEPT - 3 12 1 1/2 - 10 20 LIGHTING - 3 12 1 1/2 30 W. Waukena Avenue Oceanside, NY 11572 516.594.4284 11 15 BX-1 (BOILER RM FAN 0.1 3 12 1 1/2 - 12 20 LIGHTING 0.8 3 12 1 1/2 11 20 RECEPT - 3 12 1 1/2 - 12 20 LIGHTING - 3 12 1 1/2 Job #1616 13 15 REF (FAMILY RM) 0.4 3 12 1 1/2 - 14 20 LIGHTING 0.8 3 12 1 1/2 13 20 RECEPT - 3 12 1 1/2 - 14 20 LIGHTING - 3 12 1 1/2 STRUCTURAL ENGINEER 15 15 REF (FAMILY RM) 0.4 3 12 1 1/2 - 16 20 LIGHTING 0.8 3 12 1 1/2 15 1 20 RECEPT - 3 12 1 1 1/2 - 16 20 LIGHTING - 3 12 1 1/2 EVAN AKSELRAD, PE 17 20 TV RECEPT (FAMILY RM) 0.8 3 12 1 1/2 - 18 20 LIGHTING 0.8 3 1 12 1 1/2 17 20 RECEPT - 3 12 1 11/2 - 18 20 LIGHTING - 3 12 1 1/2 16 JAY,STREET FI-3 19 20 RECEPT (GARAGE) 0.1 3 12 1 1/2 - 20 20 LIGHTING 0.8 3 12 1 1/2 19 20 RECEPT - 3 12 1 1/2 - 20 20 LIGHTING - 3 12 1 1/2 NEW YORK, NY 10013 917-689-0301 21 20 MIC (KITCHEN) 1.0 3 12 1 1/2 - 22 20 LIGHTING 0.8 3 12 1 1/2 21 20 RECEPT - 3 12 1 1/2 - 22 20 LIGHTING - 3 12 1 1/2 FILING CONSULTANT 23 20 RECEPT (KITCHEN) 0.2 3 12 1 1/2 - 24 20 LIGHTING 0.8 3 12 1 1/2 23 20 RECEPT - 3 12 1 1/2 - 24 20 LIGHTING - 3 12 1 1/2 AEN CONSULTANTS 25 15 REF (KITCHEN) 0.4 3 12 1 1/2 - 26 SPACE 25 20 RECEPT - 3 12 1 1/2 - 26 20 LIGHTING - 3 12 1 1/2 1319 NORTH SEA ROADSOUTHAMPTON, NY 11968 631-283-6360 27 20 TV RECEPT(LIVING RM) 0.8 3 12 1 1/2 - 28 SPACE 27 20 RECEPT - 3 12 1 1/2 - 28 20 LIGHTING - 3 12 1 1/2 29 20 RECEPT (OFFICE) 0.2 3 12 1 1/2 - 30 SPACE 29 20 RECEPT - 3 12 1 1/2 - 30 20 LIGHTING - 3 12 1 1/2 sIudio c1cetti architect pry 31 20 TV RECEPT (BEDRM 203) 0.8 3 12 1 1/2 - 32 15 DETECTORS 0.1 4 12 1 1/2 31 20 RECEPT - 3 12 1 1/2 - 32 20 LIGHTING - 3 12 1 1/2 172 beard street, brooklyn, ny 11231 718.875.1460 33 20 RECEPT - 3 12 1 1/2 - 34 20 LIGHTING - 3 12 1 1 1/2 35 20 RECEPT - 3 1 12 1 1/2 - 36 20 LIGHTING - 3 12 1 1/2 project: 37 20 RECEPT - 3 12 1 1/2 - 38 20 LIGHTING - 3 12 1 1/2 AIDS E LRAD RESIDENCE 39 20 RECEPT - 3 12 1 1/2 - 40 20 LIGHTING - 1 3 12 1 1/2 41 - 42 4125 Nassau Point Rd., Cutchogue, NY 11935 ELECTRICAL PANEL SCHEDULES seal&signature: date: 11 .18.2016 scale: F NES, drawn by: S.D. 'L J- oj�P 0TH C9 checked by: G.D. O � drawing no.: Cc 9�0 �� 07 E-400 . 00 A 0 � R�FEsg10��P� cad file no.: Q copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and EX PANEL # 1 SURFACE MOUNTING 1 PHASE 240 VOLTS E X . PANEL ' HVAC - SUB ' SURFACE MOUNTING 1 PHASE 240 VOLTS designs represented or referred to are the property of and owned FULLY RATED SYSTEM 5 WIRE FEEDER SIZE: SEE RISER FULLY RATED SYSTEM 3 WIRE FEEDER SIZE: SEE RISER by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, Branch Circuit Branch Circuit Branch Circuit Branch Circuit developed, and produced solely for use on and in connection with _ this project and none of the above may be disclosed or given to Circuit Conductor Conduit 225A MLO Circuit Conductor Conduit I Circuit Conductor i Conduit 125A MLO Circuit Conductor Conduit or used by any person, firm, or corporation for any use or Breaker Breaker Breaker Breaker purpose whatsoever, except upon the written permission and Load Designation KW Load Designation KW Load Designation KW Load Designation KW direction of studio Cicetti architect pc. Pole Trip HP No. AWG No. Size Pole Trip HP No. AWG No. Size Pole Trip HP No. AWG No. Size Pole Trip HAWG P No. No. Size # AMP MCM A g # AMP MCM # AMP MCM A g AMP MCM no. date submission 1 - EX. - 2 - 1 EX. 1 - EX. - 2 - EX. 3 - EX. - 4 - EX. 3 - EX. - 4 - EX. 1 . 11 .18.2016 BID SET 5 - EX. -- 6 - EX. 5 - EX. - 6 - EX. 2. 12.14.2016 BUILDING DEPT. SUBMISSION 7 - EX. - 8 - j EX. 7 - EX. - 8 - EX. 9 - EX. _ - 10 - f EX. 9 - EX. I - 10 - EX. _ii - - EX. - - 12 = + EX. -- - -- 11 = EX. � - - 12 = EX. - 13 EX_ 14 EX. _ 13 EX. _ / 14 EX. - -_ 15 - EX. - 16 - EX. _ - 15 - EX. # - 16 - EX _ 17 - EX. - 18 - i EX. 17 - EX. - 18 - EX. 19 - EX. - 20 - EX. 19 - EX. - 20 - EX. 21 - EX. - 22 - EX. 23 - EX. - 24 - EX. 25 - EX. - �/ 26 - I EX. - 27 - FX. - 28 - I EX. EXISTING PANEL 'HVAC-SUB' NOTE: 29 - EX. - 30 - EX. 31 - EX. - 32 - EX. 1. RELOCATE PANEL AS INDICATED ON E-100. 33 - EX. - 34 - EX. 35 - EX. - 36 - I EX. 2. RE-WIRE ALL EXISTING CIRCUITS TO NEW PANEL -- — LOCATION. ADD SPLICE BOXES AS NECESSARY. 37 - I EX. - 38 - EX. 39 - EX. - 40 - EX. L 41 - EX. �_ - 42 - EX. EXISTING PANEL #1 NOTE: 1. RELOCATE PANEL AS INDICATED ON E-100. 2. RE-WIRE ALL EXISTING CIRCUITS TO NEW PANEL LOCATION. ADD SPLICE BOXES AS NECESSARY. 3. RE-WIRE ALL PANEL FEEDERS TO NEW PANEL 'MDP'. CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 "Antonio Consulting Engineers, P.C. 30 W. Waukena Avenue Oceanside, NY 11572 516.594.4284 Job #1616 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917-689-0301 FILING CONSULTANT AEN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631-283-6360 studio cic ti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1460 project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 ELECTRICAL PANEL SCHEDULES seal&signature: date: 11 .18.2016 -� scale: GO NE q y drawn by: S.D. O checked by: G.D. pry drawing no.: C) E-500 . 0 '4GF-SSIyP\' cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned WHEAT FLOOR WARMING SYSTEM by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, PART 3 EXECUTIONS developed, and produced sole) for use on and in connection with PART 1 GENERAL 1.01 SUMMARY 3.01 SUBSTRATE EXAMINATION this project and one of the above may be disclosed or given to A. SCOPE OF WORK: PROVIDE A PRE—FORMED ELECTRIC RADIANT NUHEAT SYSTEM THAT IS MANUFACTURED TO A. VERIFY THAT FLOOR SURFACES TO BE COVERED WITH FLOOR WARMING MAT, CERAMIC TILE, MOSAICS, PAVERS, or used by any person, firm, or corporation for any use or FIT THE SHAPE OF THE FLOOR. THIS WILL ENSURE EVENLY DISTRIBUTED WARMTH THROUGHOUT THE FLOOR. THE TRIM UNITS, OR THRESHOLDS ARE SOUND AND CONFORM TO GOOD DESIGN/ENGINEERING PRACTICES AND RIGID purpose whatsoever, except upon the written permission and PRODUCT THICKNESS SHALL NOT EXCEED 1/8" AND MUST BE PROTECTED BY A 25 YEAR WARRANTY. PROVIDE WITH MAXIMUM DEFLECTION OF L/360 DISTRIBUTED UNIFORMLY OVER THE SPAN. direction of studio Cicetti architect pc. NUHEAT FLOOR SENSING THERMOSTAT OR OTHER WHEAT CONTROLS WITH A CLASS A GFCI PROTECTION. B. CONCRETE CURED A MINIMUM OF TWENTY—EIGHT (28) DAYS AT 70-F WITH A SATURATED SURFACE DRY (SSD) 1.02 SECTION INCLUDES CONDITION, INCLUDING AN INITIAL SEVEN (7) DAY PERIOD OF WET CURING A. WHEAT FLOOR—WARMING SYSTEM C. CONCRETE SLAB TO HAVE STEEL TROWEL OR LIGHT BROOM FINISH WHEN MAT IS INSTALLED BY THE no. date submission 1.03 REFERENCE STANDARDS THIN—SET METHOD 1 . 11 .18.2016 BID SET AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) D. CLEAN AND FREE OF DIRT, OIL, GREASE, SEALERS, CURING COMPOUNDS, FORM OIL, OR LOOSE PLASTER, UI (US) 1693; UL (CAN/CSA) C22.2 #217; NEC ARTICLE 424 FLOOR WARMING SYSTEMS PAINT, AND SCALE 2. 12.14.2016 BUILDING DEPT. SUBMISSION TILE COUNCIL OF AMERICA (TCA) TILE COUNCIL OF AMERICA — CERAMIC TILE E. ALL FIRST—TIME INSTALLERS MUST CALL NUHEAT AT 1-800-778-9276 TO HAVE PROJECT REVIEWED. AMERICAN SOCIETY FOR TESTING & MATERIALS (ASTM — CURRENT EDITION) 3.02 SURFACE CONDITIONS 1.04 SUBMITTALS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT SUBMIT SHOP DRAWINGS AND MANUFACTURERS' PRODUCT DATA CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. UNSATISFACTORY CONDITIONS ARE CORRECTED. SUBMIT PROOF OF NUHEAT 25 YEAR WARRANTY (EXCLUSIVE OF CONTROLS) B. COORDINATE WITH OTHER TRADES AS NEEDED TO ASSURE THAT PROPER SUBSTRATA ARE PROVIDED TO FOR ALTERNATE MATERIALS, SUBMIT INDEPENDENT LABORATORY TEST RESULTS CONFIRMING COMPLIANCE WITH RECEIVE THE WORK OF THIS SECTION. SPECIFICATIONS LISTED IN PART 1. HORIZONTAL SURFACES: PLUMB WITHIN 1/4" IN TEN FEET IN ALL DIRECTIONS. 2— PRODUCTS AT LEAST THIRTY (30) DAYS BEFORE BID DATE. C. CONDITION OF SURFACES TO RECEIVE WARMING MAT (IF CURING COMPOUNDS ARE USED, THEN THE 1.05 CERTIFICATES CONCRETE MUST BE HEAVILY SCARIFIED): A. MANUFACTURER'S CERTIFICATION THAT MAT SYSTEM MATERIALS BEING PROVIDED ARE SUITABLE FOR THE 1. VERIFY THAT SURFACES TO RECEIVE MORTAR SETTING BED AND MAT ARE FIRM, DRY, CLEAN, AND FREE FROM INTENDED USE, MEET OR EXCEED THE REFERENCED UNDERWRITER'S LABORATORY (UL) AND THE CANADIAN DUST, WAX, GREASE, SEALERS, AND ALL OTHER CONTAMINATION WHICH MAY REDUCE OR PREVENT ADHESION. STANDARDS ASSOCIATION (CSA) 2. VERIFY THAT GROUNDS, ANCHORS, PLUGS, RECESS FRAMES, BUCKS, ELECTRICAL WORK, MECHANICAL WORK, 1.06 QUALITY ASSURANCE AND SIMILAR ITEMS UNDER THE MAT HAVE BEEN INSTALLED BEFORE PROCEEDING WITH THE INSTALLATION OF TILE MANUFACTURER/SUPPLIERS/INSTALLERS (SINGLE SOURCE RESPONSIBILITY) A COMPANY THAT HAS MORTAR BED OR MAT. SPECIALIZED IN FLOOR WARMING SYSTEMS, WITH ONE (1) YEAR MINIMUM EXPERIENCE. OBTAIN FLOOR WARMING ADVISE GENERAL CONTRACTOR AND ARCHITECT OF ANY SURFACE OR SUBSTRATE CONDITIONS REQUIRING MAT FROM A SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE CORRECTION BEFORE TILE WORK COMMENCES. BEGINNING OF WORK CONSTITUTES ACCEPTANCE OF SUBSTRATE AND PHYSICAL PROPERTIES. INSTALLATION SYSTEM MANUFACTURER/SUPPLIER (SINGLE SOURCE RESPONSIBILITY): OR SURFACE CONDITIONS. COMPANY SPECIALIZING IN FLOOR WARMING INSTALLATION SYSTEMS AND CERTIFIED BY MANUFACTURER AS HAVING COMPLETED CERTIFIED INSTALLER PROGRAM. OBTAIN PRODUCTS FROM SINGLE SOURCE MANUFACTURER TO 3.03 i NSTALLATIO N—ELECTRIC SYSTEM ENSURE CONSISTENT QUALITY AND COMPATIBILITY. SUBMIT LABORATORY CONFIRMATION OF INSTALLATION SYSTEMS. A. GENERAL IDENTIFY PROPER USAGE OF SPECIFIED MATERIALS USING POSITIVE ANALYTICAL METHOD. 1. COMPLY WITH PERTINENT PROVISIONS OF THE REFERENCED STANDARDS, EXCEPT AS OTHERWISE DIRECTED BY INSTALLER QUALIFICATIONS: COMPANY SPECIALIZING IN INSTALLATION OF FLOOR WARMING SYSTEM MATERIALS WITH THE ARCHITECT OR SPECIFIED HEREIN. ONE (1) YEAR DOCUMENTED EXPERIENCE WITH INSTALLATIONS OF SIMILAR SCOPE, MATERIALS AND DESIGN. ALL 2. MAINTAIN MINIMUM TEMPERATURE LIMITS AND INSTALLATION PRACTICES RECOMMENDED BY MATERIALS FIRST — TIME INSTALLERS MUST CALL NUHEAT PRIOR TO INSTALLING THE PRODUCT TO VALIDATE THE WARRANTY. MANUFACTURERS. PERFORM THREE RESISTANCE AND INSULATION TESTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS TO ENSURE 3. DO NOT INSTALL TILE FLOORS OVER MEMBRANE UNTIL THE MEMBRANE HAS BEEN TESTED AND ACCEPTED. TO THE MATS ARE WORKING PROPERLY. CONFIRM THE PROPER POWER CONSUMPTION OF YOUR MAT, PERFORM THE RESISTANCE TEST. ENSURE THAT THE RESISTANCE READING IS WITHIN THE RANGE OF PLUS 10% TO MINUS 5% OF THE RESISTANCE RATING LISTED ON 1.07 WARRANTY THE MAT TAG. THE CONTRACTOR WARRANTS THE WORK OF THIS SECTION TO BE IN ACCORDANCE WITH THE CONTRACT 4. TO CONFIRM THAT THERE IS NO SHORT TO GROUND IN THE MAT, PERFORM THE INSULATION TEST. MARK DOCUMENTS AND FREE FROM FAULTS AND DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE TEST RESULTS ON WARRANTY CARD AND ENSURE THEY MATCH MANUFACTURER'S RECORDED INFORMATION ON (1) YEAR. THIS SPECIAL WARRANTY EXTENDS THE PERIOD OF LIMITATIONS CONTAINED IN THE GENERAL THE MAT TAG. CONDITIONS. COUNTERSIGN WARRANTY BY INSTALLER AND MANUFACTURER. THE MANUFACTURER OF INSTALLATION B. INSTALL ACCORDING TO TCA INSTALLATION METHODS AND WRITTEN INSTRUCTIONS: CIVIL ENGINEER VINCENT GAUDIELLO, PE SYSTEMS SHALL PROVIDE A COMPREHENSIVE NON—PRORATED WRITTEN TWENTY—FIVE (25) YEAR WARRANTEE TCA # RH 130 EGP (EXTERIOR GLUE PLYWOOD) LATEX—PORTLAND CEMENT MORTAR THE RAYNOR GROUP, P.E. & L.S. PLLC AGAINST DEFECTIVE PRODUCTS WHICH COVERS REPLACEMENT MATERIALS AND APPLIES ONLY UNDER CERAMIC TCA # RH 135 CEMENTIOUS BACKER UNITS/ FIBER CEMENT UNDERLAYMENT 860 MONTAUK HIGHWAY TILE, MARBLE AND NATURAL STONE APPLICATIONS. FLOOR WARMING SYSTEMS UI (US) 1693; UL (CAN/CSA) C22.2 #217; WATER MILL, NEW YORK 11976 631-726-7600 PART 2 PRODUCTS NEC ARTICLE 424 DAntonic Consulting 2.01 MANUFACTURERS C. SUB FLOOR — 19/32" EXTERIOR—GLUE PLYWOOD ON JOISTS AT 16" O.C. GAPS BETWEEN PLYWOOD SHEETS Engineers, P.C. A. EXCEPT AS OTHERWISE APPROVED IN ADVANCE BY THE ARCHITECT, PROVIDE THE FOLLOWING WHERE CALLED TO BE TREATED PER SETTING MATERIAL MANUFACTURER'S RECOMMENDATIONS. 30 W. Waukena Avenue FOR ON THE DRAWINGS. D. ELECTRICIAN OR QUALIFIED CONTRACTOR TO WIRE FLOOR WARMING SYSTEM TO POWER SOURCE Oceanside, NY 11572 516.594.4284 FLOOR WARMING MATS AS MANUFACTURED BY: WHEAT INDUSTRIES LIMITED 1 800.778.9276 E. APPLY COAT OF ACRYLIC OR LATEX MODIFIED THINSET USING % INCH SQUARE NOTCHED TROWEL TO Job #1616 B. PRODUCTS SHOULD MEET FOLLOWING REQUIREMENTS: SUB—FLOOR. ROLL THE MAT INTO THE THINSET MATERIAL, USING A GROUT FLOAT, SMOOTH OUT ALL AIR STRUCTURAL ENGINEER A. UNIFORM CONSISTENT HEATING BUBBLES OR FOLDS. ENSURE BOND BETWEEN NUHEAT MAT AND THINSET CONFORMS TO AT LEAST 80% EVAN AKSELRAD, PE B. CUSTOM FOOTPRINT BY DESIGN COVERAGE. 16 JAY STREET FL3NEW YORK, NY 10013 917-689-0301 C. PRODUCES 12 WATTS PER SQUARE FOOT OR 41 BTU PER SQUARE FOOT F. PERFORM SECOND RESISTANCE AND INSULATION TEST ON MAT PRIOR TO INSTALLATION OF TILE, OR OTHER D. CONSISTENT WIRE SPACING TO REDUCE SITE IRREGULARITIES AND ELIMINATE COLD SPOTS HARD SURFACE FLOORING MATERIAL. FILING CONSULTANT E. 110 VAC OR 220 VAC MAT DESIGNS G. LAY OUT LEAD WIRES AND INSTALL THE THERMOSTAT SENSOR PROBE WIRE AEN CONSULTANTS F. MAT TO CONSIST OF 21.5 — 31 AWG INSULATED RESISTANCE WIRE H. INSTALL CERAMIC TILE AND/OR MARBLE ACCORDING TO SECTION 09300 1319 NORTH SEA ROAD G. POROUS NYLON POLYESTER BLENDED FABRIC TO KEEP WIRE SPACING AND HEAT CONSISTENT 3.04 PROTECTION SOUTHAMPTON, NY 11968 631-283-6360 H. CONTINUOUS STAINLESS STEEL BRAIDED SHEATHING AS GROUND FOR ALL WIRES A. PROTECT FINISHED INSTALLATION. CLOSE AREAS TO OTHER TRADES AND TRAFFIC UNTIL TILE BEING INSTALLED I. MAT TO BE APPROXIMATELY 1/8" THICK AND WATER RESISTANTHAS SET FIRMLY. KEEP TRAFFIC OFF HORIZONTAL PORTLAND CEMENT THICK BED MORTAR INSTALLATIONS FOR AT � �� � ' ° �^� architect � C. THERMOSTAT CONTROL: FOR INCREASED ZONE WARMING EFFICIENCY, SENSING THERMOSTAT SHALT_ INCLUDF LEAST SEVENTY—TWO (72) HOURS AT 707/21'C. 172 beard street, brooklyn, ny 11231 718.875.1460 A. PROGRAMMABLE CONTROL FEATURES B. REPLACE OR RESTORE WORK OF OTHER TRADES DAMAGED OR SOILED BY WORK UNDER THIS SECTION.. B. CONTROLLABLE TEMPERATURE THIS FORM DOCUMENT IS INTENDED AS A GENERAL GUIDELINE ONLY. IT IS THE RESPONSIBILITY OF THE DESIGN project: C. FOUR PROGRAMS PER DAY PROFESSIONAL TO REVISE THIS FORM TO SUIT SPECIFIC REQUIREMENTS OF THE PROJECT. NUHEAT INC. MAKES AKSELRAD RESIDENCE D. FLOOR—SENSOR OR THERMO—COUPLER THAT ENSURES THE POWER CYCLES, ONCE TIMER REACHES NO REPRESENTATION OR WARRANTIES THAT THE GENERAL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS TEMPERATURE SUITABLE FOR THE SPECIFIC REQUIREMENTS OF THE PROJECT. THE DESIGN PROFESSIONAL SHOULD REFER TO E. BUILT—IN GFCI. THE CURRENT EDITION OF THE TCA HANDBOOK AND OTHER REFERENCE STANDARDS FOR ADDITIONAL F. BUILT—IN WIFI CAPABILTY. INFORMATION. THE DESIGN PROFESSIONAL SHOULD COORDINATE THIS SECTION WITH THE DRAWINGS AND WITH 4125 Nassau Point Rd., Cutchogue, NY 11935 2.02 INSTALLATION MATERIALS THE GENERAL PROVISIONS OF THE CONTRACT DOCUMENTS, INCLUDING THE GENERAL AND SUPPLEMENTARY INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONDITIONS AND DIVISION I GENERAL REQUIREMENTS. ELECTRIC A. FLOOR WARMING MEMBRANES _ MEMBRANES SHOULD BE SHOWN IN THE DRAWINGS, CAREFULLY DEFINING REQUIRED LOCATIONS AND HEIGHTS. FLOOR WAR li'Vi I!V C 1. WHERE INDICATED ON THE DRAWINGS AND ELSEWHERE AS REQUIRED PROVIDE A WARMING MAT USING ONE OF THOSE LISTED ON THE "TESTED MATERIALS " LIST OF THE UNDERWRITER'S LABORATORY (UL) OR THE CANADIAN SPECIFICATION AND STANDARDS ASSOCIATION (CSA) OR PROVIDE A SIMILAR SYSTEM APPROVED IN ADVANCE BY THE ARCHITECT. NUHEAT INC. REDUCE _ ELECTRIC RADIANT FLOOR SYSTEM "NUHEAT" seal&signature: date: 1 1 .18.2016 ROOM TOTAL AREA CEILING SUBFLOOR FLOOR WATT/SF WATTS VOLTS CONTROLscale:(S.F.) HEIGHT TYPE TYPE OF NE�,r drp.,A-n by: S.D. gyp, o O — HER BATH 211 120 — MUD—SET TILE 12 1 ,440 120 SIGNATURE che_c,Ed by: _ G.D. _ O drawing no.: HIS BATH 214 62 — MUD—SET ��d TILE 12 744 120 SIGNATURE `�1 � -' � �� ��6 0" 0 . O® 07 71) pQFE5St0'�F��• cad file no.: ©copyright studio Cicetti architect pc STAND-BY GENERATOR SPECIFICATIONS 2.2. ALTERNATOR general note: 2.2.1 THE ALTERNATOR SHALL BE A 4 POLE REVOLVING FIELD TYPE, 4 LEAD, WIRED 120/240 VAC 1 (PHASE, 60 HZ, WITH A all drawings, specifications, plans, ideas, arrangements, and S 1. GENERAL BRUSHLESS EXCITER. PHOTOSENSITIVE COMPONENTS WILL NOT BE PERMITTED IN THE ROTATING EXCITER. THE STATOR SHALL BE GEAR 4. ADDITIONAL PROJECT REQUIREMENTdesigns represented or referred to are the property of and ownedby studio Cicetti architect pc, whether the project for which they DRIVE CONNECTED TO THE ENGINE TO ENSURE PERMANENT ALIGNMENT. THE GENERATOR SHALL MEET TEMPERATURE RISE STANDARDS 4.1. APPLIED STANDARDS are prepared is executed or not. they are created, evolved, 1.1. DESCRIPTION OF SYSTEM FOR CLASS "H" INSULATION, OPERATE WITHIN CLASS "F" STANDARDS FOR EXTENDED LIFE. ALL LEADS MUST BE EXTENDED INTO AN AC developed, and produced solely for use on and in connection with 1.1.1. PROVIDE A STANDBY POWER SYSTEM TO SUPPLY ELECTRICAL POWER IN EVENT OF FAILURE OF NORMAL SUPPLY, CONSISTING CONNECTION PANEL. THE ALTERNATOR SHALL BE PROTECTED BY INTERNAL THERMAL OVERLOAD PROTECTION AND AN AUTOMATIC RESET this project and none of the above may be disclosed or given to 4.1.1. THE GENERATOR SET(S) MUST BE MANUFACTURED TO THE APPLICABLE SPECIFICATIONS ON FILE WITH UNDERWRITERS or used by any person, firm, or corporation for any use or OF A LIQUID COOLED ENGINE, AN AC ALTERNATOR AND SYSTEM CONTROLS WITH ALL NECESSARY ACCESSORIES FOR A COMPLETE FIELD CIRCUIT BREAKER. LABORATORIES AND THE UL 2200 MARK MUST BE AFFIXED. purpose whatsoever, except upon the written permission and OPERATING SYSTEM, INCLUDING BUT NOT LIMITED TO THE ITEMS AS SPECIFIED HEREINAFTER. direction of studio Cicetti architect pc. 1.2. REQUIREMENTS OF REGULATORY AGENCIES 2.2.2 ONE STEP LOAD ACCEPTANCE SHALL BE 100% OF ENGINE-GENERATOR SET NAMEPLATE RATING AND MEET THE REQUIREMENTS 4.2. FACTORY TESTING 1.2.1. AN ELECTRIC GENERATING SYSTEM, CONSISTING OF A PRIME MOVER, GENERATOR, GOVERNOR, COUPLING AND ALL CONTROLS, OF NFPA 110 PARAGRAPH 5-13.2.6. 4.2.1. BEFORE SHIPMENT OF THE EQUIPMENT, THE ENGINE-GENERATOR SET SHALL BE TESTED UNDER RATED LOAD FOR MUST HAVE BEEN TESTED, AS A COMPLETE UNIT, ON A REPRESENTATIVE ENGINEERING PROTOTYPE MODEL OF THE CQUIPMENT TO BE PERFORMANCE AND PROPER FUNCTIONING OF CONTROL AND INTERFACING CIRCUITS. TESTS SHALL INCLUDE: no. date submission SOLD. 2.2.3. A NEMA 1 PANEL THAT IS AN INTEGRAL PART OF THE GENERATOR SET MUST BE PROVIDED TO ALLOW THE INSTALLER A 1.2.2. THE GENERATOR SET MUST CONFORM TO APPLICABLE NATIONAL ELECTRICAL CODE AND APPLICABLE INSPECTION AUTHORITIES. CONVENIENT LOCATION IN WHICH TO MAKE ELECTRICAL OUTPUT CONNECTIONS. A FULLY RATED, ISOLATED NEUTRAL MUST BE INCLUDED 4.2.1.1. VERIFYING ALL SAFETY SHUTDOWNS ARE FUNCTIONING PROPERLY. 1 . 11 .18.2016 BID SET 1.2.3. THE GENERATOR SET MUST BE AVAILABLE WITH THE UNDERWRITERS LABORATORIES LISTING (UL2200) AS A STATIONARY ENGINE BY THE GENERATOR SET MANUFACTURER TO INSURE PROPER SIZING. 4.2.1.2. VERIFY SINGLE STEP LOAD PICK-UP PER NFF'A 110-1996, PARAGRAPH 5-13.2.6. 2. 12.14.2016 BUILDING DEPT. SUBMISSION GENERATOR ASSEMBLY. 4.2.1.3. VERIFY TRANSIENT AND VOLTAGE DIP RESPONSES AND STEADY STATE VOLTAGE AND SPEED (FREQUENCY) CHECKS. 1.3. MANUFACTURER QUALIFICATIONS 2.2.4. THE ELECTRICAL PLANT SHALL BE MOUNTED WITH VIBRATION ISOLATORS ON A WELDED STEEL BASE THAT SHALL PERMIT 1.3.1. THIS SYSTEM SHALL BE SUPPLIED BY GENERAC POWER SYSTEMS OR AN APPROVED EQUAL WHO HAS BEEN REGULARLY SUITABLE MOUNTING TO ANY LEVEL SURFACE. 4.3. OWNER'S MANUAL ENGAGED IN THE PRODUCTION OF ENGINE-ALTERNATOR SETS, AUTOMATIC TRANSFER SWITCHES, AND ASSOCIATED CONTROLS FOR A 2.2.5. PROVIDE THE FOLLOWING ITEMS INSTALLED AT THE FACTORY: 4.3.1. A SET OF OWNER'S MANUALS SPECIFIC TO THE PRODUCT SUPPLIED MUST ACCOMPANY DELIVERY OF THE EQUIPMENT. MINIMUM OF TWENTY YEARS, THEREBY IDENTIFYING ONE SOURCE OF SUPPLY AND RESPONSIBILITY. GENERAL OPERATING INSTRUCTION, PREVENTIVE MAINTENANCE, WIRING DIAGRAMS, SCHEMATICS AND PARTS EXPLODED VIEWS SPECIFIC 1.3.2. TO BE CLASSIFIED AS A MANUFACTURER, THE BUILDER OF THE GENERATOR SET MUST MANUFACTURE, AT MINIMUM, ENGINES FACTORY INSTALLED. TO THIS MODEL MUST BE INCLUDED. OR ALTERNATORS. 2.2.5.1. AMAIN LINE CIRCUIT BREAKER CARRYING THE UL MARK SHALL BE COSLLED. THE BREAKER SHALL BE RATED PER 4.4. INSTALLATION 1.3.3. THE MANUFACTURER SHALL HAVE PRINTED LITERATURE AND BROCHURES DESCRIBING THE STANDARD SERIES SPECIFIED, NOT A THE MANUFACTURER'S RECOMMENDATIONS. THE LINE SIDE CONNECTIONS ARE TO BE MADE AT THE FACTORY. OUTPUT LUGS SHALL BE ONE OF A KIND FABRICATION. PROVIDED FOR LOAD SIDE CONNECTIONS. A SYSTEM UTILIZING MANUAL RESET FIELD CIRCUIT BREAKERS AND CURRENT TRANSFORMERS 4.4.1. CONTRACTOR SHALL INSTALL THE COMPLETE ELECTRICAL GENERATING SYSTEM INCLUDING ALL FUEL CONNECTIONS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS REVIEWED BY THE ENGINEER. IS UNACCEPTABLE. 2. ENGINE-GENERATOR SET 4.5. SERVICE 2.3. CONTROLS 4.5.1. SUPPLIER OF THE ELECTRIC PLANT AND ASSOCIATED ITEMS SHALL HAVE PERMANENT SERVICE FACILITIES IN THIS TRADE AREA. 2.1. ENGINE THESE FACILITIES SHALL COMPRISE A PERMANENT FORCE OF FACTORY TRAINED SERVICE PERSONNEL ON 24 HOUR CALL, EXPERIENCED 2.3.1. ALL ENGINE ALTERNATOR CONTROLS AND INSTRUMENTATION SHALL BE DESIGNED, BUILT, WIRED, TESTED AND MOUNTED IN A IN SERVICING THIS TYPE OF EQUIPMENT, PROVIDING WARRANTY AND ROUTINE MAINTENANCE SERVICE TO AFFORD THE OWNER MAXIMUM 2.1.1 THE PRIME MOVER SHALL BE A LIQUID-COOLED, NATURALLY ASPIRATED ENGINE. IT WILL HAVE AN IN-LINE 8 CYLINDER NEMA 1 ENCLOSURE TO THE ENGINE-GENERATOR SET BY THE MANUFACTURER. PROTECTION. DELEGATION OF THIS SERVICE RESPONSIBILITY FOR ANY OF THE EQUIPMENT LISTED HEREIN WILL NOT BE CONSIDERED CONFIGURATION WITH A MINIMUM DISPLACEMENT OF 1.5 LITERS. THE UNIT REQUIRES A MINIMUM RATED OUTPUT. OF 25 KW AT AN FULFILLMENT OF THESE SPECIFICATIONS. SERVICE CONTRACTS SHALL ALSO BE AVAILABLE. OPERATING SPEED OF 3,600 RPM. 2.3.2. THE GENERATOR CONTROL SYSTEM SHALL BE A FULLY INTEGRATED AND MULTI-PURPOSE MICROPROCESSOR BASED CONTROL 4.6. WARRANTY SYSTEM FOR STANDBY EMERGENCY ENGINE GENERATORS. 4.6.1. THE STANDBY ELECTRIC GENERATING SYSTEM COMPONENTS, COMPLETE ENGINE-GENERATOR AND INSTRUMENTATION PANEL 2.1.2. THE ENGINE IS TO BE COOLED WITH A UNIT MOUNTED RADIATOR, FAN, WATER PUMP, AND CLOSED COOLANT RECOVERY SYSTEM SHALL BE WARRANTED BY THE MANUFACTURER AGAINST DEFECTIVE MATERIALS AND FACTORY WORKMANSHIP FOR A PERIOD OF 24 PROVIDING VISUAL DIAGNOSTIC MEANS TO DETERMINE IF THE SYSTEM IS OPERATING WITH A NORMAL ENGINE COOLANT LEVEL. THE 2.3.2.1. THE GENERATOR CONTROL SYSTEM SHALL INCORPORATE A SELECTABLE LOW-SPEED AUTOMATIC EXERCISE FUNCTION. IN THE MONTHS. SUCH DEFECTIVE PARTS SHALL BE REPAIRED OR REPLACED AT THE MANUFACTURER'S OPTION, FREE OF CHARGE. TRAVEL RADIATOR SHALL BE DESIGNED FOR OPERATION IN 77 DEGREES F, 25 DEGREES C AMBIENT TEMPERATURE. EVENT OF A UTILITY POWER LOSS DURING A LOW-SPEED EXERCISE FUNCTION, THE SYSTEM WILL AUTOMATICALLY REVERT TO FULL AND LABOR SHALL BE INCLUDED FOR THE FIRST 12 MONTHS. THE WARRANTY PERIOD SHALL COMMENCE WHEN THE STANDBY POWER RATED SPEED BEFORE LOAD TRANSFER OCCURS. THIS CONFIGURATION SHALL CONTAIN A COMPLETE AUTOMATIC ENGINE START-STOP SYSTEM IS FIRST PLACED INTO SERVICE. MULTIPLE WARRANTIES FOR INDIVIDUAL COMPONENTS (ENGINE, ALTERNATOR, CONTROLS, 2.1.3. THE INTAKE AIR FILTER WITH REPLACEABLE ELEMENT MUST BE MOUNTED ON THE UNIT. FULL PRESSURE LUBRICATION SHALL BE CONTROL. ETC.) WILL NOT BE ACCEPTABLE. SATISFACTORY WARRANTY DOCUMENTS MUST BE PROVIDED. ALSO, IN THE JUDGMENT OF THE SUPPLIED BY A POSITIVE DISPLACEMENT LUBE OIL PUMP. THE ENGINE SHALL HAVE A REPLACEABLE OIL FILTER WITH INTERNAL BYPASS SPECIFYING AUTHORITY, THE MANUFACTURER SUPPLYING THE WARRANTY FOR THE COMPLETE SYSTEM MUST HAVE THE NECESSARY AND REPLACEABLE ELEMENT. ENGINE COOLANT AND OIL DRAIN EXTENSIONS, EQUIPPED WITH PIPE PLUGS, MUST BE PROVIDED FOR THE CONTROL PANEL DISPLAY ALL PERTINENT UNIT PARAMETERS INCLUDING: FINANCIAL STRENGTH AND TECHNICAL EXPERTISE WITH ALL COMPONENTS SUPPLIED TO PROVIDE ADEQUATE WARRANTY SUPPORT. CLEANER AND MORE CONVENIENT ENGINE SERVICING. A FAN GUARD MUST BE INSTALLED FOR PERSONNEL SAFETY. GENERATOR STATUS 2.1.4. THE ENGINE SHALL HAVE A BATTERY CHARGING DC ALTERNATOR WITH A DIGITAL VOLTAGE REGULATOR. ENGINE CRANKING CURRENT UNIT STATUS IN REAL TIME 4.7. STARTUP AND CHECKOUT SHALL BE BY A SOLENOID SHIFT, ELECTRIC STARTER. ENGINE OPERATING CONDITIONS 4.7.1. THE SUPPLIER OF THE ELECTRIC GENERATING PLANT AND ASSOCIATED ITEMS COVERED HEREIN SHALL PROVIDE FACTORY 2.1.5 THE ENGINE FUEL SYSTEM SHALL BE DESIGNED FOR OPERATION ON PROPANE GAS HAVING A BTU CONTENT OF 2500 BTU PER REAL-TIME READOUTS OF THE ENGINE AND ALTERNATOR VALUES TRAINED TECHNICIANS TO CHECKOUT THE COMPLETED INSTALLATION AND TO PERFORM AN INITIAL STARTUP INSPECTION TO INCLUDE: CUBIC FOOT DELIVERED TO THE UNIT IN VAPOR STATE. A CARBURETOR, SECONDARY REGULATOR, FUEL LOCK-OFF SOLENOID AND ALL OIL PRESSURE 4.7.1.1. ENSURING THE ENGINE STARTS (BOTH HOT AND COLD) WITHIN THE SPECIFIED TIME. PIPING MUST BE INSTALLED AT THE POINT OF MANUFACTURING, TERMINATING AT A SINGLE PIPE OPENING EXTERNAL TO THE MOUNTING COOLANT TEMPERATURE AND ENGINE SPEED 4.7.1.2. VERIFICATION OF ENGINE PARAMETERS WITHIN SPECIFICATION. BASE. DC BATTERY VOLTAGE 4.7.1.3. VERIFY NO LOAD FREQUENCY AND VOLTAGE, ADJUSTING IF REQUIRED. CIVIL ENGINEER VINCENT GAUDIELLO, PE RUN TIME HOURS 4.7.1.4. TEST ALL AUTOMATIC SHUTDOWNS OF THE ENGINE-GENERATOR. THE RAYNOR GROUP, P.E. & L.S. PLLC 2.1.6. THE ENGINE SHALL HAVE A UNIT MOUNTED, THERMOSTATICALLY CONTROLLED WATER JACKET HEATER TO AID IN QUICK STARTING. GENERATOR VOLTAGES, AMPS, 4.7.1.5. PERFORM A LOAD TEST OF THE ELECTRIC PLANT, ENSURING FULL LOAD FREQUENCY AND VOLTAGE ARE WITHIN 860 MONTAUK HIGHWAY THE WATTAGE SHALL BE AS RECOMMENDED BY THE MANUFACTURER. THE CONTRACTOR SHALL PROVIDE PROPER BRANCH CIRCUIT FROM POWER FACTOR SPECIFICATION BY USING BUILDING LOADWATER MILL, NEW YORK 11976 631-726-7600 . NORMAL UTILITY POWER SOURCE. GENERATOR COMMANDS D'.Antonio Consulting ALARM STATUS 4.8. SUBMITTALS Engineers, P.C. 2.1.7. SENSING ELEMENTS FOR LOW OIL PRESSURE SHUTDOWN, HIGH COOLANT TEMPERATURE SHUTDOWN, LOW COOLANT LEVEL CURRENT ALARM(S) CONDITION 4.8.1. PROVIDE THREE COMPLETE SETS OF ENGINEERING SUBMITTAL FOR APPROVAL, PRIOR TO PRODUCTION RELEASE, SHOWING ALL 30 W. Waukena Avenue Oceanside, NY 11572 516.594.4284 SHUTDOWN, OVERSPEED SHUTDOWN, OVERCRANK SHUTDOWN AND LOW FUEL PRESSURE ALARM ARE TO BE CONNECTED TO THE LOW OR HIGH AC VOLTAGE MAJOR COMPONENTS, IN ADDITION TO THE ENGINE AND GENERATOR. SUBMITTALS SHALL INCLUDE COMPLIANCE WITH THESE Job #1616 CONTROL PANEL USING A WIRING HARNESS WITH THE FOLLOWING FEATURES: WIRE NUMBER LABELING ON EACH END OF THE WIRE LOW OR HIGH BATTERY VOLTAGE SPECIFICATIONS. RUN FOR EASY IDENTIFICATION, EACH SENSOR CONNECTION SHALL BE SEALED TO PREVENT CORROSION AND ALL WIRING TO BE RUN LOW OR HIGH FREQUENCY 4.9. SUBSTITUTIONS STRUCTURAL ENGINEER EVAN AKSELRAD, PE IN FLEXIBLE CONDUIT FOR PROTECTION FROM THE ENVIRONMENT AND ANY MOVING OBJECTS. PRE-LOW OR LOW OIL PRESSURE 4.9.1. THE POWER SYSTEM HAS BEEN DESIGNED TO THE SPECIFIED MANUFACTURER'S ELECTRICAL AND PHYSICAL CHARACTERISTICS. 16 JAY STREET FL3 LOW WATER LEVEL AND TEMPERATURE THE EQUIPMENT SIZING, SPACING, AMOUNTS, ELECTRICAL WIRING, VENTILATION EQUIPMENT, FUEL AND EXHAUST COMPONENTS HAVE ALL NEW YORK, NY 10013 917-689-0301 2.1.8. THE FOLLOWING EQUIPMENT IS TO BE PROVIDED BY THE ENGINE-GENERATOR SET MANUFACTURER AND SHIPPED LOOSE WITH PRE-HIGH OR HIGH ENGINE TEMPERATURE BEEN SIZED AND DESIGNED AROUND GENERAC POWER SYSTEM'S EQUIPMENT. SHOULD ANY SUBSTITUTIONS BE MADE, THE FILING CONSULTANT THE UNIT: OVERCRANK CONTRACTOR SHALL BEAR RESPONSIBILITY FOR THE INSTALLATION; COORDINATION AND OPERATION OF THE SYSTEM AS WELL AS ANY AEN CONSULTANTS OVER AND UNDER SPEED ENGINEERING AND REDESIGN COSTS WHICH MAY RESULT FROM SUCH SUBSTITUTIONS. ALTERNATE EQUIPMENT SUPPLIERS SHALL 1319 NORTH SEA ROAD 2.1.8.1. THE MANUFACTURFR WILL SUPPLY ITS RECOMMENDED FLEXIBLE FUEL LINE TO CONNECT THE ENGINE TO THE EXTERNAL UNIT NOT IN AUTOMATIC MODE SOUTHAMPTON, NY 11968 631-283-6360 �� FURNISH EQUIPMENT SUBMITTALS 14 DAYS PRIOR TO BID DATE FOR APPROVAL TO BID. AS PART OF THE SUBMITTALS, THE PROPANE GAS FUEL SUPPLY LINE. ON STATIONARY APPLICATIONS THE FUEL LINE SHALL MATCH THE FUEL FITTING ON THE UNIT. LOW FUEL PRESSURE SUBSTITUTE MANUFACTURER SHALL SUPPLY AS A MINIMUM ENGINE, ALTERNATOR AND CONTROL PANEL WIRING DIAGRAMS AND � �� � � �� architect ALARM LOG SCHEMATICS. A SEPARATE LIST OF ALL PRINTED CIRCUIT BOARDS WITH PART NUMBERS AND CURRENT PRICING MUST ALSO BE 2.1.9. ENGINE SPEED SHALL BE CONTROLLED BY AN ISOCHRONOUS GOVERNOR WITH NO CHANGE IN ALTERNATOR FREQUENCY FROM MEMORY OF LAST TWENTY ALARM EVENTS (DATE AND TIME STAMPED) INCLUDED. 172 beard street, Brooklyn, ny 11231 718.875.1460 NO LOAD TO FULL LOAD. STEADY STATE REGULATION IS TO BE 0.257o. OPERATING PARAMETERS ACCESS TO AND MANIPULATION OF THE CURRENT OPERATING PARAMETERS AND ALARM LIMITS SHALL BE CONDUCTED VIA GENLINK 4.9 SERVICE CONTRACT project: SOFTWARE. THE PC BASED SOFTWARE CAN BE UTILIZED TO DO SO THROUGH THE STANDARD RS232 OR OPTIONAL MODEM. THE CONTRACTOR TO PROVIDE A THREE YEAR SERVICE CONTRACT AGREEMENT. AIDS E LRAD RESIDENCE SOFTWARE MUST SIMULATE THE GENERATOR CONTROL PANEL, AND ALLOW FOR ACCESS TO ALL PERTINENT GENERATOR FUNCTIONS. LOCAL REP: 3. ADDITIONAL UNIT REQUIREMENTS HIKE PARKER HUNTINGTON POWER EQUIPMENT 4125 Nassau Point Rd., Cutchogue, NY 11935 3.1. UNIT ACCESSORIES 230 LONG HILL CROSS ROAD STAN D�Y GENERATOR 3.1.1. THE FOLLOWING EQUIPMENT IS TO BE INSTALLED AT THE ENGINE-GENERATOR SET MANUFACTURER'S FACILITY: SHELTON, CT 06484 3.1.1.1 WEATHER PROTECTIVE SOUND ATTENUATED ENCLOSURE: THE ENGINE-GENERATOR SET SHALL BE FACTORY ENCLOSED IN AN P: 203-929-3203 SPECIFICATIONS ALUMINUM ENCLOSURE CONSTRUCTED WITH CORNER POSTS, UPRIGHTS AND HEADERS, THE ROOF SHALL AID IN THE RUNOFF OF F: 203-929-07136 WATER. THE MATERIAL SHALL BE .080" THICK, TYPE 3003 ALUMINUM. THE ENCLOSURE SHALL BE COATED, WITH ELECTROSTATICALLY APPLIED POWDER PAINT, BAKED AND FINISHED TO MANUFACTURER'S SPECIFICATIONS. THE COLOR WILL BE: TAN-STANDARD OR AS SPECIFIED BY ARCHITECT. THE ENCLOSURE SHALL BE LINED WITH 1" THICK, SOUND DEADENING, NON-CGIMBUSTIBLE MATERIAL IN ACCORDANCE WITH UL 2200. THE ENCLOSURE IS TO HAVE LARGE REMOVABLE DOORS TO ALLOW ACCESS TO THE ENGINE, ALTERNATOR AND CONTROL PANEL. EACH DOOR SHALL HAVE LOCKABLE HARDWARE WITH IDENTICAL. K+YS. PADLOCKS DI0 NOT MEET THIS seal&signature: date: 11 .18.2016 SPECIFICATION. scale: 3.1.1.2 THE EXHAUST SILENCER(S) SHALL BE PROVIDED OF THE SIZE AS RECOMM .1NUV_ BY THE MANUFACTURER AND SHALL BE PpF NEWS drawn by: S.D. OF CRITICAL GRAnE. THE SILENCER(S) SHALL BE MOUNTED WITHIN THE WEATHER PROTECTIVE ENCLOSURE FOR REDUCED EXHAUST 'ANTo Cep \ checked by: G.D. NOISE AND PROVIDE A CLEAN, SMOOTH EXTERIOR DESIGN. o drawing no.: 3.1.1.3 PROVIDE A 10 AMP AUTOMATIC DUAL-RATE BATTERY CHARGER. THE AUTOMATIC EQUALIZER SYSTEM SHALL MONITOR AND r � w LIMIT THE CHARGE CURRENT TO 10 AMPS. THE OUTPUT VOLTAGE IS TO BE DETERMINED BY THE CHARGE CURRENT RATE. THE �� E-70 . 00 CHARGER MUST BE PROTECTED AGAINST A REVERSE POLARITY CONNECTION. THE BATTORY CHARGER IS TO BE FACTORY INSTALLED ON 't'o 0709213 THE GENERATOR SET. DUE TO LINE VOLTAGE DROP CONCERNS, A BATTERY CHARGER MOUNTED IN THE TRANSFER SWITCH WILL BEA�Op;SF^�' cad file no.: ES�t UNACCEPTABLE. I ©copyright studio Cicetti architect pc ELECTRICAL SPECIFICATION C. SERVICE F. LIGHT AND POWER MATERIALS J. TELECOMMUNICATIONS general note: all drawings, specifications, plans, ideas, arrangements, and A. GENERAL 1. THE CONTRACTOR SHALL PROVIDE A NEW ELECTRIC SERVICE AS INDICATED THE DRAWINGS IN TIME 1. FURNISH AND INSTALL ALL BOXES, FITTINGS. DEVICES. RACEWAYS, CONDUCTORS, CONNECTIONS, 1. FURNISH AND INSTALL SHIELDED CAT-5 CABLE HOME RUNS FROMEACH DATA AND TELEPHONE designs represented or referred to are the property of and owned SEQUENCE AS DIRECTED BY THE BUILDING ENGINEER. ALL SERVICE WORK SHALL BE DONE IN MOUNTING ACCESSORIES, ADAPTERS AND ALL OTHER MATERIALS, EQUIPMENT AND LABOR NECESSARY OUTLET TO THE TELEPHONE SYSTEM PANEL LOCATED IN THE CELLAR. by studio Cicetti architect pc, whether the project for which they 1. PERFORM ALL WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, O.S.H.A., PERTINENT CONFORMANCE WITH THE LATEST UTILITY COMPANY SERVICE LAYOUT. FOR A COMPLETE ELECTRICAL INSTALLATION. are prepared is executed or not. they are created, evolved, NFPA CODES, AND THE RULES AND REGULATIONS OF ALL LOCAL, STATE, AND FEDERAL AUTHORITIES 2. FURNISH AND INSTALL COAXIAL CABLE HOMERUNS FROM OUTLET LOCATIONS TO CABLE TV SPLITTER developed, and produced solely for use on and in connection with HAVING JURISDICTION. PROVIDE OWNER WITH ALL REQUIRED CERTIFICATES OF INSPECTION. D. CONDUIT AND RACEWAYS 2. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED TO THE CONTRARY AT HEIGHTS AS NOTED. BOX AS INDICATED ON THE 'ACS'DRAWINGS. this project and none of the above may be disclosed or given to THOSE LOCATED ON INTERIOR COLUMNS SHALL BE CENTERED LATERALLY. or used by any person, firm, or corporation for any use or 2. DO ALL NECESSARY CUTTING AND ROUGH PATCHING. THE FOLLOWING WORK WILL BE DONE BY 1. ALL WIRING SHALL BE RUN IN CONDUIT. CONDUIT SHALL BE MADE OF STANDARD RIGID PIPE, AND 3. FURNISH AND INSTALL STEEL BACK BOXES AT EACH OUTLET LOCATION,AND OUTLET DEVICES AND purpose whatsoever, except upon the written permission and OTHERS: FINISH PAINTING AND PATCHING, MASONRY AND CONCRETE FOUNDATIONS FOR EQUIPMENT, SHALL BE ALUMINUM WHERE PERMITTED BY CODE. WHERE ALUMINUM IS NOT PERMITTED BY CODE, USE 3. MOUNTING HEIGHT OF CONVENIENCE RECEPTACLES SHALL BE 15" A.F.F., UNLESS OTHERWISE COVER PLATES AS SPECIFIED BY ARCHITECT. direction of studio Cicetti architect pc. AND FURNISHING AND SETTING OF MOTORS. RIGID STEEL OR IMC CONDUIT. ELECTRIC METALLIC TUBING MAY BE USED IN DRY LOCATIONS FOR NOTED. WHERE COUNTER AREAS CONFLICT WITH RECEPTACLES, MOUNT RECEPTACLES 6" ABOVE BRANCH CIRCUIT WORK. TYPE AC (BX) MAY BE USED CONCEALED IN DRY LOCATIONS FOR BRANCH CIRCUIT BACKSPLASH. K. LOW VOLTAGE WIRING no. date submission 3. THESE DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS WORK WHERE PERMITTED BY CODE. SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED FROM THE 4. USE CAST BOXES FOR EXPOSED WORK, AND WHERE FLUSH IN FLOORS; ON EXTERIOR OF BUILDING 1. FURNISH AND INSTALL ALL WIRING FOR INTERCOM AND SPEAKER SYSTEM. 1 . 11 .18.2016 BID SET ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS, HEIGHT, DOOR SWINGS, MOUNTING HEIGHTS, 2. PROVIDE EMPTY CONDUIT WITH DRAG WIRE FOR TELEPHONE SYSTEM. RUN 3/4" CONDUIT FOR ONE EQUIP CAST BOXES WITH A NEMA 4 COVER. ALL OTHER OUTLET BOXES SHALL BE SHEET STEEL AND ETC., REFER TO ARCHITECTURAL DRAWINGS AND DETAILS. OUTLET, 1" CONDUIT FOR TWO OUTLETS, AND 1-1/4" FOR THREE OUTLETS. GALVANIZED. FLOOR BOXES 'SHALL BE ADJUSTABLE TYPE. L. SMOKE AND CO DETECTORS 2. 12.14.2016 BUILDING DEPT. SUBMISSION 4. PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC., COORDINATE WORK WITH OTHER 3, MAKE FINAL CONNECTION FROM MOTOR STARTING SWITCHES TO MOTOR BY MEANS OF CONDUCTORS IN 5. ALL LOCAL SWITCHES EXCEPT AS OTHERWISE INDICATED SHALL BE TOGGLE TYPE 20 AMPERE, 1. SMOKE AND CO DETECTORS SHALL BE OF THE LINE VOLTAGE TYPE WITH WITH BATTERY BACKUP TRADES. CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS INSTALLATION; AND FLEXIBLE STEEL CONDUIT. USE "SEALTITE" IN WET OR DAMP LOCATIONS ONLY. 120-277V CAPACITY WITH FULLY ENCLOSED COMPOSITION CASES, SHALL CONFORM TO NEMA STANDARD AND INTERCONNECTED THROUGHOUT THE APARTMENT SO THAT ALL UNITS SOUND ALARM IN THE ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT OF OTHERS, WITH THE BUILDING WD-1 FOR HEAVY DUTY SWITCHES, AND SHALL BE BRYANT 4900 SERIES OR AS ACCEPTABLE. EVENT OF A SMOKE CONDITION. CONSTRUCTION AND WITH ARCHITECTURAL FINISH SO THAT IT WILL HARMONIZE IN SERVICE AND 4. HANGARS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE ARCHITECT. SUPPORT RISER APPEARANCE. IN THE EVENT THERE IS A CONFLICT IN COORDINATION BETWEEN TRADES, THE CONDUIT AT EACH FLOOR, AND ALL OTHER CONDUIT ON EACH SIDE OF BENDS AND NOT GREATER THAN 6. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, COMPOSITION BASE AND CONFORM TO NEMA OWNER WILL RESOLVE IT. 10'-0" ON CENTERS. DO NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR TYPE WIRING FROM STANDARD WD-1 FOR HEAVY DUTY WIRING DEVICES. PROVIDE A MATCHING CAP (PLUG) FOR EACH 5. BIDDERS, BEFORE SUBMITTING A PROPOSAL, SHALL VISIT AND EXAMINE CAREFULLY THE AREAS CONDUITS. RECEPTACLE SHOWN ON THE DRAWINGS TO A MAXIMUM OF 3 OF EACH TYPE. AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. SUBMISSION OF A PROPOSAL WILL 5. COORDINATE CONDUIT RUNS WITH EXISTING AND NEW WORK. 7. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.11, 15 AMPERE, 2 POLE, 3 WIRE, BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE; AND LATER CLAIMS NEMA 5-15R, AH&H 5262 OR AS ACCEPTABLE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF 6. TERMINATE EACH CONDUIT WITH TWO LOCKNUTS, ONE INSIDE AND ONE OUTSIDE AND A BUSHING. USE DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN ALUMINUM LOCKNUTS FOR ALUMINUM CONDUIT, AND MALLEABLE IRON OR GALVANIZED OR CADMIUM PLATED 8. ALL NEW WIRING DEVICE PLATES SHALL BE 0.040" THICK ANODIZED ALUMINUM US #28 DULL MADE. STEEL FOR STEEL CONDUITS. BUSHINGS SHALL BE INSULATED PLASTIC TYPE, RATED AT NOT LESS THAN FINISHED, OR AS SPECIFIED BY THE ARCHITECT. 150 DEGREES C, T&B SERIES 510 OR AS ACCEPTABLE. WHERE CONDUITS LARGER THAN 1" SIZE ARE 6. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TERMINATED, LOCKNUTS SHALL BE THE BONDING TYPE T&B SERIES 106, OR AS ACCEPTABLE. IF ALUMINUM 9. USE ONLY ALUMINUM TAP SUPPORT AND PULL BOXES WITH ALUMINUM CONDUIT. ALL STEEL BOXES DATE OF FINAL ACCEPTANCE OF THE INSTALLATION, AND ANY PORTIONS OF THE WORK WHICH BONDING LOCKNUTS ARE NOT AVAILABLE, USE A BONDING WEDGE IN ADDITION UNDER THE INTERIOR SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL. DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED OR REPAIRED IN A MANNER ALUMINUM LOCKNUT. SATISFACTORY TO THE ARCHITECT. 10. PROVIDE ALL WIRING AND CONDUIT WORK AS INDICATED ON DRAWINGS FOR MOTOR AND CONTROL 7. -WHERE CONDUITS LARGER THAN 1" SIZE TERMINATE IN ECENTRIC OR CONCENTRIC KNOCKOUTS AND WORK. FURNISH AUXILIARY RELAYS AS REQUIRED, ITE TYPE J10 IN J20 ENCLOSURES, OR AS 7. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY THE OWNER. WHERE ALL OF THE KNOCKOUT RINGS HAVE NOT BEEN REMOVED, INSULATED GROUNDED BUSHINGS SHALL ACCEPTABLE. BE USED. INSULATED GROUNDED BUSHINGS SHALL BE CAST, THREADED TYPE EQUIPPED WITH A LUG FOR 8. PREPARE AND FURNISH TO THE OWNER "AS-BUILT" DRAWINGS FOR ALL WORK INSTALLED. GROUNDING. UPPER EDGE SHALL HAVE A NYLON RING OR A BAKELITE RING WHICH. IS MOLDED INTO 11. COMBINATION UNFUSED SAFETY SWITCHES AND MAGNETICSTARTERS AND MISCELLANEOUS CONTROL THE BUSHING. SIZE GROUND LUG TO TAKE CONDUCTOR SIZED ACCORDING TO CODE WITH A MINIMUM SIZE ITEMS WILL BE FURNISHED BY THE HVAC AND PLUMBING CONTRACTORS, AND INSTALLED AND WIRED BY 9. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW COMMENTS OF PANELBOARDS, OF NO. 12. THE ELECTRICAL CONTRACTOR. LIGHTING FIXTURES, ETC., BEFORE FABRICATION OF THE EQUIPMENT IS STARTED. 12. FURNISH AND INSTALL UNFUSED, HEAVY DUTY HORSEPOWER RATED DISCONNECT SWITCHES FOR 8. WHERE ELECTRICAL METALLIC TUBING IS INSTALLED, THE CONNECTORS AND COUPLINGS SHALL BE THE 10. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHT AND POWER FOR THE NEW NYLON INSULATED THROAT TYPE AS MANUFACTURED BY THE THOMAS & BETTS CO., SERIES 5120 AND MOTORS WHERE REQUIRED, G.E., ITE OR AS ACCEPTABLE. CONSTRUCTION AREAS, IN ACCORDANCE WITH NEW YORK CITY ELECTRICAL CODE AND ACCEPTED 4123 RESPECTIVELY, OR AS ACCEPTABLE. ON TUBING LARGER THAN 1" USE BONDING LOCKNUTS AS STANDARDS ESTABLISHED BY O.S.H.A. ENERGY COSTS WILL BE BORNE THE OWNER. DESCRIBED ABOVE FOR RIGID CONDUIT. G. PANELBOARDS 11. ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BE TESTED AND ADJUSTED TO 9. WHERE FLEXIBLE TYPE CONDUIT OR TYPE AC CABLE IS INSTALLED, CONNECTORS SHALL BE THE "TITE 1. CONSTRUCT PANELBOARDS IN ACCORDANCE WITH U.L. #50 AND #67. INSTALL TRIMS PRIOR TO WORK PROPERLY AND BE LEFT IN PERFECT OPERATING CONDITION; THIS SHALL INCLUDE MEGGER BITE" TYPE WITH NYLON INSULATED THROATS AS MANUFACTURED BY THE THOMAS & BETTS CO., SERIES FINISH PAINTING. STEEL BOXES SHALL BE GALVANIZED OR PRIMED; TRIMS SHALL B7 PRIMED AND TESTS BETWEEN PHASES AND BETWEEN EACH PHASE AND GROUND OF ALL FEEDERS, SUBFEEDERS, 3110 OR AS ACCEPTABLE. FINISHED IN GRAY ENAMEL. KEY ALL PANELBOARDS ALIKE, FURNISH 2 KEYS WITH EACH PANEL TO A CIVIL ENGINEER VINCENT GAUDIELLO, PE SWITCHBOARDS, SWITCHGEAR, PANELBOARDS AND MOTOR CONTROL CENTERS. CORRECT DEFECTS MAXIMUM OF 25. BUS SHALL BE COPPER. PROVIDE BUS WORK, DEVICE STRAPS AND BLANK PLATES THE RAYNOR GROUP, P.E. & L.S. PLLC FOR "SPACES". ALL PROTECTIVE DEVICES SHALL BE BOLT ON TYPE. 860 MONTAUK HIGHWAY DISCLOSED BY THESE TESTS WITHOUT ANY ADDITIONAL COST TO THE OWNER. REPEAT TESTS ON 10. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL CONDUIT (SEALTITE), FITTING ASSEMBLY SHALL BE WATER MILL, NEW YORK 11976 631-726-7600 REPAIRED OR REPLACED WORK. SEALING TYPE CONSISTING OF STEEL GLAND, NYLON RING AND GROUND CONE ON THE OUTSIDE AND A 2. FURNISH FUSED SWITCHES AND AFCI CIRCUIT BREAKERS AS PER NEC 210.12. DAntonlo Consuitin NYLON INSULATED THROAT FITTING ON THE INSIDE. FITTINGS SHALL BE THOMAS & BETTS CO., SERIES 5331 B. ALTERATION OR AS ACCEPTABLE. Engineers, P.C. 3. WHERE FUSED SWITCHES ARE SHOWN, SWITCHES SHALL BE G.E. TYPE QMR OR AS ACCEPTABLE. 30 W. Waukena Avenue 1. PERFORM ALL WORK WHEN AND AS DIRECTED. SUBMIT SCHEDULE FOR ACCEPTANCE. 11. WHERE PASSING THROUGH FIRE RATED FLOORS OR WALLS USE U.L. LISTED FIRE RATED FITTINGS ALL FUSES SHALL BE BUSSMAN "LIMITRON" (CLASS RK-1), "LOW-PEAK" (CLASS RK-1), OR "HI-CAP" Oceanside, NY 11572 516.594.4284 WEiICHWILL PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION, NELSON "FLAMESEAL" OR AS (CLASS L) AS REQUIRED OR THE EQUIVALENT AS MADE BY GOULD-SHAWMUT OR CEFCO. FURNISH A Job #1616 2. REMOVE ALL EQUIPMENT SHOWN TO BE REMOVED; HOWEVER, ALL CHANGES CANNOT BE DETAILED ACCEPTABLE. COMPLETE SET OF FUSES IN PANELBOARDS, AND A SET OF SPARE FUSES. STRUCTURAL ENGINEER COMPLETELY ON THE DRAWINGS, SOME REMOVALS AND RELOCATIONS OF EXISTING ELECTRIC WORK EVAN AKSELRAD, PE WILL BE NECESSARY FOR SATISFACTORY PERFORMANCE OF THIS AND OTHER TRADES. TAKE INTO E. CONDUCTORS 4. PANELBOARDS SHALL BE SQUARE 'D' OR .AS ACCEPTABLE. 16 JAY STREET FL3 CONSIDERATION IN PROPOSAL ALL REQUIRED CHANGES. NEW YORK, NY 10013 917-689-0301 1. ALL WIRE AND CABLE SHALL BE COPPER TYPE THHN-THWN FOR FEEDERS. H. LIGHTING FIXTURES FILING CONSULTANT 3. MAINTAIN CONTINUOUS SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, AND OUTLETS AEN CONSULTANTS AFFECTED BY THIS WORK, EXCEPT WHERE ARCHITECT GIVES WRITTEN PERMISSION FOR OUTAGE FORle . ALL CONDUCTORS SHALL BE REGISTERED FOR NEW YORK STATE TOXICITY REQUIREMENTS; SUBMIT DATA 1. FURNISH AND INSTALL A LIGHTING FIXTURE WITH LAMPS OF THE TYPE INDICATED AT EACH LOCATION 1319 NORTH SEA ROAD SPECIFIED TIME. ALL WORK REQUIRING SHUT DOWN OF EXISTING SYSTEMS SHALL BE INDICATING REGISTRATION. SHOWN. FOR EXACT LOCATION, REFER TO REFLECTED CEILING PLANS. SOUTHAMPTON, NY 11968 631-283-6360 PERFORMED ON OVERTIME AT HOURS AS APPROVED BY THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. SUBMIT SCHEDULE OF REQUIRED OUTAGES TO THE ARCHITECT FOR 3: ALL WIRES AND CABLES IN PULL, SPLICE AND CABLE SUPPORT BOXES, IN PANELS AND POINTS OF 2. FIXTURE MOUNTING ARRANGEMENTS SHALL CONFORM TO ALL APPLICABLE CODES, AND SHALL BE AS studio c1cett! archite ct r2c APPROVAL. PERFORM WORK IN A MANNER TO MINIMIZE SHUTDOWN TIME. TERMINATION SHALL BE BUNDLED AND LACED BY CIRCUITS AND TAGGED USING NYLON TIEWRAP MATERIAL ACCEPTABLE TO THE ARCHITECT. 172 beard street, brooklyn, ny 11231 718.875.1460 AND USING FLAME RESISTING TAGS OF ADHESIVE MATERIAL. TAGS SHALL IDENTIFY CABLES AND PIECES 4. PROVIDE RECONNECTIONS AND TEMPORARY INSTALLATIONS AS REQUIRED; REMOVE AT JOB OF EQUIPMENT SERVED. TAGS SHALL BE T&B "TY-RAP OR "E-Z-CODE OR AS ACCEPTABLE. 3. LIGHTING FIXTURES AND LAMPHOLDERS SHALL BEAR U.L. LABEL; INCANDESCENT LAMPHOLDERS project: COMPLETION. SHALL ALSO BE CSA LISTED. 4. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLLOWS: At g!`S E LRAD RESIDENCE 5. TAKE POSSESSION AND REMOVE FROM THE PREMISES ALL ABANDONED MATERIALS AND PHASE COLOR 110/220V 120/208V 277/480V I. GROUNDING AND BONDING EQUIPMENT UNLESS SPECIFIED AS RETURNABLE TO THE OWNER; IN WHICH CASE, REMOVE WITHOUT AOR 1 BLACK BLACK BROWN DAMAGE ALL SUCH EQUIPMENT AND TURN OVER AND DELIVER TO OWNER AT LOCATION DESIGNATED B OR 2 RED RED ORANGE 1. CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PROVIDE AN INDEPENDENT BY THE OWNER. FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED RETURN PATH TO GROUND ELECTRODE. 4125 Nassau Point Rd., Cutchogue, NY 11935 C OR 3 N/A BLUE YELLOW 6. CUT BACK TO CONDUITS MADE OBSOLETE BY ALTERATIONS TO PERMIT REFINISHING SURFACES. NEUTRAL WHITE OR GRAY WHITE OR GRAY WHITE OR GRAY 2. USE EXOTHERMIC WELDING PROCESS FOR INACCESSIBLE CONNECTIONS. ELECTRICAL REMOVE EXPOSED CONDUITS, WIREWAYS, OUTLET BOXES, HANGERS AND DEVICES MADE OBSOLETE EQUIP.GND. GREEN GREEN GREEN C n BY THIS WORK UNLESS DESIGNATED SPECIFICALLY TO 5, EXCEPT IN MOTOR CONTROLLERS, SWITCHES AND PANELBOARDS, ALL CABLES SHALL BE TERMINATED, 3. EXTEND THE EXISTING SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK IN THE SCOPE OF SPECIFICATIONS REMAIN. SPLICED AND TAPPED WITH COLOR-KEYED, CIRCUMFERENTIAL COMPRESSION CONNECTORS AS THIS ALTERATION. GROUND SERVICE TO WATER MAIN USING TWO CLAMPS, ONE ON EACH SIDE OF THE WATER METER. TIE TOGETHER WITH TWO CABLES. CLAMPS SHALL BE BURNDY TYPE NVTT-W OR AS 7. EXISTING CONCEALED CONDUITS NOT INTERFERING WITH THE WORK OF THIS OR ANY OTHER MANUFACTURED BY THE THOMAS & BETTS CO., SERIES 54000 OR AS ACCEPTABLE. USE MANUFACTURER'S ACCEPTABLE. TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED FROM PANELBOARDS OR SOURCE OF RECOMMENDED TOOLING TO APPLY. LUGS SHALL BE THE TWO-HOLE TYPE. INSULATE ALL SPLICES AND POWER AND ENDS TAPED. NO UNUSED LIVE WIRING SHALL BE LEFT IN PLACE. TAPS WITH HEAT SHRINKABLE INSULATION, RAYCHEM OR THOMAS & BETTS OR AS ACCEPTABLE. 4. WHERE FLEXIBLE METALLIC CONDUIT IS USED, INSTALL AN INTERNAL BONDING CONDUCTOR. WHERE AN ISOLATED GROUND SYSTEM IS USED, RUN AN ADDITIONAL CONDUCTOR FOR THE ISOLATED GROUND. seal&signature: date: 11.18.2016 8. PROVIDE BLANK PLATES ON ALL UNUSED OUTLET BOXES. 6. WHERE CABLES PASS THROUGH FIRE RATED, FIRE RESISTANT AND OR FIRE STOPPED FLOORS AND �_-_� WALLS USE CABLE SLEEVES THAT PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION. SLEEVES � � scale: 5. GROUND MOTORS BY CONNECTING A CONDUCTOR FROM A GROUNDING BUSHING IN Thi' �tilr1R-LER OF NEIN drawn by: S.D. SHALL. RE NELSON ELECTRIC "MULTI-CABLE TRANSIT" NELSON "FLAMESEAL" OR AS ACCEPTABLE. r- i � � AND �� Y 9. WHEREVER EXTENSIONS OF WIRES OR CABLES ARE SHOWN ON THE DRAWINGS, CHECK AND TO TFL_ !MOTOR FRAME. INSTALL CONDUCTOR IN THE CONDUIT WITH THE CIRCUIT CONDUCTORS AND P o � O VERIFY WIRE AND CABLE SIZES AND CAPACITIES. SECURE ARCHITECT'S ACCEPTANCE OF THIS DATA TERMINATE IN THE MOTOR CONNECTION BOX PROVIDING THE TERMINAL IS MECHANICALLY CO1Nr-(:TED c� cy��� 2�o'A,¢. checked by: G.D. BEFORE NEW CABLES ARE ORDERED OR INSTALLATION STARTED. TO THE FRAME. drawing no.: r ' jJrr 7 zL E-800 . 00 9�FESSIoNP� cad file no.: copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not, they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and -- ❑ ❑ ] direction of studio Cicetti architect pc. 3k OF ,_� -- ----- �` D2 D2 ; \`� .'' '�.y�D2 no. date submission D1 D1 - -D1 D1 �\ 013 1 . 11.18.2016 BID SET BUdROOM _--_-- ` --'-- 015 +ATIU ;�: - / — — 2. 12.14.2016 BUILDING DEPT. SUBMISSION I 1 012 EXERCISE ROOM 02 1 D2 F2 F2I 016 iD1 D1 i D1 �l'' �� ,i i ''-- i D2 D2 ID2 KITCI D2 014 CLOSET -- - - - -- - - - - -` -- EM-1,32 D1 003 BEDROOM / W1 008MECHANICAL LD1 W1 I LOW VOLTAGE WIRING NOTES p1 I I 1) FOR ALL LOW VOLTAGE LIGHT FIXTURES WITHOUT INTEGRAL TRANSFORMERS, 010 SCREENING ROOM ` JI/ J CONTRACTOR SHALL PROVIDE REMOTE TRANSFORMERS WITH INDEPENDENT �� ,�� CIRCUIT PROTECTION AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. ! D1�' �` �� i D1% i D?,�{ /' ° 002 AMILY ROOM �F'" *W1 2) CONTRACTOR SHALL NOT EXCEED MAXIMUM WATTAGE RATING OF THE LOW VOLTAGE TRANSFORMER. D1 / 1 / OEM-1,32 3) WIRE SIZING SHALL BE AS PER MFR'S RECOMMENDATION FOR LENGTHS SC REQUIRED. - = ------ -- _ u 4) COORDINATE LOCATION OF TRANSFORMERS W/ARCHITECT AND PROVIDE - VENTILATED SPACE AS PER MFR'S RECOMMENDATION. W1 ; L01 FI TALL^'A� 011 _TTORAGE -- "' -- ���-� ° �' '' ---- —� _—�--- '--� ----- — 005 CLOSET / �- D1 5) FOR ALL ELECTRONIC LIGHTING CONTROL DEVICES INCLUDING LED i D1T '-- - D1r Dl DIMMERS, MOTION SENSORS ETC, PROVIDE A NEUTRAL AT THE SWITCH J-BOX t IN ADDITION TO THE NORMAL SWITCH LEG. �\ W1 �` EM-1,32 o b CIVIL ENGINEER VINCENT GAUDIELLO, PE - - 0 �l [04 BATHROOM THE RAYNOR GROUP, P.E. & L.S. PLLC --- -- - - ---- - --- ° UP%FL25-iTS:\ ` - =_ 860 MONTAUK HIGHWAY WATER MILL, NEWYORK 11976 631-726-7600 007 LIBRARY /LIGHTING CONTROL LEGEND � ` r �9toni® onsulting o LIGHT FIXTURE ` W1 ` �� D1 E nginear to P.C. CIRCUIT # BY ENGR 2�C j30 W. Waukena Avenue LIGHT FIXTURE TYPE 006 CLOSET 0 Job #1616nn Oceanside, NY 11572 516.594.4284 CA69 3-WAY SWITCH _ _--� STRUCTURAL ENGINEER } 4-WAY SWITCH _ EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917-689-0301 FILING CONSULTANT AEN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631-283-6360 studio c1cetti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1�1�60 1ST FLOOR NOTE: 1 CELLAR LIGHTING FLAN 1. WIRE ALL LIGHTING CIRCUITS TO PANEL 'LP-1' L1A0 SCALE: 1/4" = 1'-0" project: UNLESS NOTED OTHERWISE. AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 CELLAR LIGHTING PLAN seal&signature: date: 1 1 .18.2016 scale: 1/4'=V-0" pF NEW Y drawn by: S.D. �0 0' p 09 checked by: G.D. drawing no.: kyryy _ 070� EL- 1 00 . 00 OA � g � 0FESS01" cad file no.: N 0' 1' 5' 10' V ®copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and _- Lil Ll LJ - ___ __ - _._- _--- --__- direction of studio Cicetti architect pc. - --- -_ S1 W1 D1 D1 D1— no. date submission / I 2. 12.14.2016 BUILDING DEPT. SUBMISSION / I — \ / Dl� D1�' I1112 IDINING ROOM \ 111 ,LIVING ROOM I s1i o { 1--,' -- 1 \ r S S1 1 E5 rr 1 123 ISTAIR - \ 1 D1 W1 Fl ; LOW VOLTAGE WIRING NOTES D1 D1� D1 — / ^ M-1,32 /1r`� E] D1 I $� i I D1 1 FOR ALL LOW VOLTAGE LIGHT FIXTURES WITHOUT INTEG , L TRANSFORME S CONTRACTOR SHALL PROVIDE REMOTE TRANSFORMERS WITH INDEPENDENT CIRCUIT PROTECTION AS REQUIRED BY THE NATIONAL ELEC RI AL CODE. __ _ D1 / D1 D1 ..r- 2) CONTRACTOR SHALL NOT EXCEED MAXIMUM WATTAGE RA ING OF THE LO ' � I � — YD1 — +W 1 T W1 4-Wi VOLTAGE TRANSFORMER. - I I 3) WIRE SIZING SHALL BE AS PER MFR'S RECOMMENDATIO rOR LENGTHS - I i 1 113 KITCHE I � ` REQUIRED. I I :L I �I n D1 Dj< Pi 4) COORDINATE LOCATION OF TRANSFORMERS W/ARCHITECT AL PROVIDE h --- VENTILATED SPACE AS PER MFR'S RECOMMENDATION. 101 EN rRY 1 5) FOR ALL ELECTRONIC LIGHTING CONTROL DEVICES INCLUDING LED _ ___- / / -- -_ DIMMERS, MOTION SENSORS ETC, PROVIDE A NEUTRAL AT THE SWITCH J-B X - I _ D1f,i CIVIL ENGINEER VINCENT GAUDI 102 HALI_WAY� 1 ---- 1 D? IN ADDITION TO THE NORMAL SWITCH LEG. D* �" �'�` Vi - D1 ELLO, PE �f'- V \ 103 POWD R M 4 ' tr THE RAYNOR GROUP, P.E. & L.S. PLLC Ur- ow - _ - - 4 860 MONTAUK HIGHWAY a WATER MILL, NEW YORK 11976 631-726-7600 � LIGHTING CONTROL LEGEND Al / EM-1 2 - �_ Amtonlo ons. ulting 12o srAIR f a LIGHT FIXTURE D1 Dt Englneerz,, P.C. 30 W. Waukena Avenue CIRCUIT # BY ENGR ----2C \ - I Dl + 107 BATHROOMS - AOceanside, NY 11572 516.594.4284 LIGHT FIXTURE TYPE [ 15 POWDER Roots ' \ 11TRA NTRY \ I 0 , � - Job #1616 Al J �- ( o ) STRUCTURAL ENGINEER 3-WAY SWITCH -Al uP 1 _ ------ -- --- __=_ - ____----_----_-- -- - '- — - i- ' EVAN AKSELRAD, PE . - 4-WAY SWITCH [� 1 1 D o � - S11 -- --- - - \ 1 7 MU ROM - 1 U 1 NEW YORK, NY 10013 917-689-0301 D 11K [1 i�M cN. RM� f EM-1,32 FILING CONSULTANT Dl I 116 LAUNDR`( RM. pl SO ' 105 BATHROOM I AEN CONSULTANTS J1 I t 1319 NORTH SEA ROAD - 106 CLOSET I SOUTHAMPTON, NY 11968 631-283-6360 i l3 12 ENTRY PATIO hitect po studl�e cicettlw� tea. M3 ESE r 172 beard street, brooklyn, ny 11231 718.875.1460 uP SC EIS-1,32 ( D1 project:\ 1 1ST FLOOR LIGHTING PLAN --- AKSELRAD RESIDENCE EL10 ' SCALE: 1/4" = 1'-0" \ \ D1 / D1 4125 Nassau Point Rd. Cutcho ue NY 11 :,� g 935 I104 BEDROOM 'Ft l / FIRST FLOOR 119 GARAGE P ,I D1 ; I I I LIGHTING PLAN En I 1 6 seal&signature: date: 11 .18.201 f I _. Di 1kr D1 scale: 1/4"=1 __ .... OF N St, drawn by: 4 D 1ST FLOOR NOTE: gNr0, Q checked by: 0,01. 1. WIRE ALL LIGHTING CIRCUITS TO PANEL 'LP-1' drawing no.:��' -� � UNLESS NOTED OTHERWISE. Zo ,: EL- 101 . 0 0709 MS 6 MS ISS O �6FESS'o� ti � cad file no.: N 0' 1' 5' 10 ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and ��� __ ___ ____ direction of studio Cicetti architect pc. - � r L -- no. date submission D1 S miss On D1 \ -� 1 . 11 .18.2016 BID SET SHWR. st — — --, s, 1 1 � 2. 2. .-,.2016 BUILDING DEPT. SUBMISSION Al \ 219 ERRACE \ 211 HER BATHROOM Al e - - MA M � 09 STER BEDR00 Wt _ \ IAl Al \ I s' aLi I -- - -- ------ \\ 1171 f W1 1 _ D1 Dl ` P1 207 FAMILY ROOM 206 B R M 1 ( Eo ooh 1- �F1 Dl - - - �- / LOW VOLTAGE WIRING NOTES ; _ ,I / \ � W1 / � _ " 1) FOR ALL LOW VOLTAGE LIGHT FIXTURES WITHOUT INTEGRAL TRANSFORMERS, CONTRACTOR SHALL PROVIDE REMOTE TRANSFORMERS WITH INDEPENDENT I I I ! I 210 CIRCUIT PROTECTION AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. I MSTR STE ' i SOC_; / D' i- ! I EM 1,32 2) CONTRACTOR SHALL NOT EXCEED MAXIMUM WATTAGE RATING OF THE LOW I D, EIS-1 32 VOLTAGE TRANSFORMER. EM-132 I 212 I D, I Dt �II � -- - - - - - - - - - - l kDIL 3) WIRE SIZING SHALL BE AS PER MFR'S RECOMMENDATION FOR LENGTHS I ! I I � - -I REQUIRED. �- / = _ .�- — — --- wl 4) COORDINATE LOCATION OF TRANSFORMERS W/ARCHITECT AND PROVIDE ! -1 — wt / +� VENTILATED SPACE AS PER MFR'S RECOMMENDATION. -- — -=__ -. 208 ESTIBULE „� VO HALLWAY I \ _ D1 D, l 5) FOR ALL ELECTRONIC LIGHTING CONTROL DEVICES INCLUDING LED Dt \ DIMMERS, MOTION SENSORS ETC, PROVIDE A NEUTRAL AT THE SWITCH J-BOX *P 1205 __.. \ 205 BATHROOM - IN ADDITION TO THE NORMAL SWITCH LEG. - w1 f CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 - ---- -P' ------1� a C- - Ell-1,32 LIGHTING CONTROL LEGEND II C1 14 FIIS BATHROOM I� - �� J 202 LAUNDRY'_ RM� SC % I Al �� o- Al _ _ — � a� ����� Consulting, Al Al _ i �' r g P.C. ?g—LIGHT FIXTURE « _ _ _ = OPEN TO BEL30 W. Waukena Avenue CIRCUIT # BY ENGR ----- 2 D,O _--- _ - Oceanside, NY 11572 516.594.4284 \—LIGHT FIXTURE TYPE - / Job #1616 C1 Dt \ / 204 IBATHR00M STRUCTURAL ENGINEER (AGO- 3-WAY SWITCH SHWR. - Dt 7.15 HIS W.LC. _a ---- -- - — _ _ J / D1 -y�- D1 EVAN AKSELRAD, PE ?- 4-WAY SWITCHDt f J- .-- -- --=- - = - - / �,�- 16 JAY STREET FI-3\ ! D1 NEW YORK, NY 10013 917-689-0301 4 1 - - - - _--- _I , e _ __ FILING CONSULTANT EN CONSULTANTS -_-- Al - Al - - - - = Ij --_- 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631-285-6360 q� a ! - - - - -- - - EM-1,32studic c1cetti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1460 \ l \ D Project: � I-I III D1 ` y 1 2ND FLOOR LIGHTING PLAN AE:S E LRAD RESIDENCE Ill _ » 1 / L1 Q SCALE:: 1/4" 1'-0" \ \ it 216 FFICL \ \ , _ \ ;, - `` -- ( 4125 Nassau Point Rd. CutchOg Lie, NY 11935 EM 132 t � .� 1 f 203 BEDROOM p'- SECOND FLOOR LIGHTING _ D1 I 217 STORAGE PLAN C - Dia'' " Dom- --- seal&signature: date: 11 .18.2016 -- - -- - - --- - -- - --- -n S1st - -� scale: _ 1/4"-1'-01i .��OFN Elvy drawn by: S.D. \ ! 1ST FLOOR NOTE: __�----____-- �ro2 9� checked hy: G.D. 1. WIRE ALL LIGHTING CIRCUITS, TO PANEr_ 'I-P-2 __.._--_V" �-��" -" � drawing;io.: RRACE UNLESS NOTED OTHERWISE. 2� ELI O . 0 0 0709 e cad file no.: 0' 1' 5' 10 ©copyright studio Cicetti architect pc 1-30o PROJECT NOTES: general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and A K El L A I 1. ALL WORK SHALL CONFORM WITH AIA GENERAL CONDITIONS DOCUMENTS A105 owned by studio Cicetti architect pc, whether the project for AND A205, SMALL PROJECTS EDITION AND WITH THE PROJECT MANUAL which they are prepared is executed or not. they are created, INCLUDED AS PART OF THESE CONSTRUCTION DOCUMENTS. evolved, developed, and produced solely for use on and in connection with this project and none of the above may be 2. BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR SHALL FILE ALL disclosed or given to or used by any person, firm, or REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, corporation for any use or purpose whatsoever, except upon OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING the written permission and direction of studio Cicetti architect 4125AGENCIES. NO WORK IS TO BEGIN WITHOUT PROPER PERMITS. THE ARCHITECT > > SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND SPECIFICATIONS. pc• SUBMIT ONE COPY OF ALL BUILDING PERMITS TO THE ARCHITECT FOR RECORD. no. date submission 3. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THIS WORK SHALL BE MADE IMMEDIATELY BY THE GENERAL CONTRACTOR, WHO SHALL COMPARE EXISTING CONDITIONS WITH THE DRAWINGS AND SATISFY 5.27.2016 DOB FILING HIM/HERSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE ISSUED FOR BUILDING DEPARTMENT PERFORMED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF 12.16.2016 DOB FILING ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND CHECK LOCATIONS OF EXISTING STRUCTURE. . .,.:.. F...-,_ , a>>• : ; .,y 12sl6s2016 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND f t� - ���pp � �'�9 ` , CONDITIONS AT THE SITE, CONFIRM THAT THE WORK IS BUILDABLE WITH THE 0)!.,T E:J { 6o r, ' E,! /� � ` DESIGN INTENT AS SHOWN, AND NOTIFY THE ARCHITECT IN WRITING OF ANY �. � IS UioLin1 �(r'iJL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. FE " _ P•.''1: ;.: L'..ii�_i'i�`;'�. ,..� �I,.'';�.i<I :� I".�' �� � �° 4�'rr �T� 6 .., r ` V ` r �g- 5. ALL DIMENSIONS ARE TO FINISH FACE OF MASONRY, FACE OF STUD, r6` 1{`"<.: "' `-' TLS" r -��JT C I t� +t� � E ARCHITECT: CENTERLINE OF STEEL, FACE OF FINISH, OR CASEWORK UNLESS OTHERWISE - ;'` ` y I, D OF 0GCUPA ICY NOTED. DIMENSIONS NOTED AS CLR ARE NOT ADJUSTABLE WITHOUT 1 T ■ ■ frJI REDARCHITECTS REVIEW. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT S I � cicett'i � Pc APPROVAL UNLESS NOTED AS "+/-". FIELD DETERMINE DIMENSIONS MARKED z' 'b.I.F." PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND NOTIFY ANY 3. VARIANCES TO ARCHITECT FOR RESOLUTION. 4, CC ''1" RUC.; { ) tPJST 172 beard street brooklyn ny 11231 ;= TRUSS� ��:RD"�r�cu�'� "ALIGN" PS'._L. Gr.,il`._e�i:1J.-"f MF1-'T rl_;- tel. 718.875. 1460 6. ALIGN SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. r 4. � :(,.�I i .y�1~r.wi YOI K ST„TL. rata = I C}LJ I I ,. R 7. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS SHOWN OR D_S'O°i Opt CG:iSTI1UC;Ti�N ETi:� s. REFERRED TO ON ANY SHALL BE PROVIDED AS THOUGH SHOWN ON ALL. �.,;.. . p..;. OF DO NOT SCALE HE AND NOTES SHALL GOVERN. PROJECT DATA: 8 DRAWINGS AT ATLARGE SCALEISSHALLNTAKESPRECEDEENCE OVER DRAWINGS OF / `�r -',�r i �y 1 ,M, `ro1f ODOF OF I�'v.� „� AS A SMALL SCALE. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. VSnJTF'.C'_D O''dNZ.��, '1_EIiv1SE�=i CEt?TIFICATION SCOPE OF WORK: RENOVATION AND EXTENSION OF A SINGLE FAMILY WOOD-FRAME RESIDENCE. 9. REPETITIVE FEATURES NOT SHOWN ON THE DRAWINGS SHALL BE COMPLETELY '-T -- �p` _ PROVIDED AS IF DRAWN IN FULL. �, _ a_ w I :�l.l.' I,:',":'(� "J.N N 1 N G B0 ,R0 I` �f'�E LEAD CONTENT BEFORE :,c3 ri17ICATE OF OCCUPANCY _ WORK INCLUDES: NEW CONCRETE FOUNDATIONS AND FOOTINGS, NEW FRAMING, NEW ROOFING, NEW WINDOWS, NEW 10. GENERAL CONTRACTOR TO VERIFY LAYOUT OF PARTITIONS, DOORS, ELECTRICAL - ""� FOLDER USED IN WATER DOORS, NEW SIDING, NEW PLUMBING FIXTURES, NEW LIGHTING FIXTURES, NEW FINISHES. OUTLETS AND DEVICES, DATA AND TELEPHONE OUTLETS, LIGHT FIXTURES, AND SWITCHES ;�J ';'Ll'SYSTEMCANt�►OT �. SWITCHES WITH THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. GENERAL CONTRACTOR TO VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS DRAT? rx.;St'`1t.rr �!t�f~!3 hrl�r-QUIV"D EXCEED 2110 OF 1% LEAD. LOCATION: 4125 NASSAU POINT ROAD, CUTCHOGUE, NY, 11935 OF ANY MECHANICAL, TELEPHONE, DATA, ELECTRICAL, LIGHTING AND PLUMBING Cont.oi -r;ng nt 765-15rrO EQUIPMENT (INCLUDING ALL PIPING, DUCTWORK AND CONDUIT) AND THAT ALL D,7-,j01, ; Englneres Cnt^�+ll wtio, OWNERS: SUSAN AND IRA AKSELRAD REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. vvl the dra4w&;ell , "'°" to CCA-4, PLUMBING 11. VISITS TO THE SITE BY THE ARCHITECT ARE ONLY INTENDED TO ENSURE F!_'- PL.UN11BiNG WASTE COMPLIANCE WITH THE DESIGN INTENT AND SHOULD NOT BE CONSTRUED AS :: LI!a�S NEED CLIMATE ZONE NUMBER: 4 BEING RELATED TO SITE SAFETY. TEST,,,a GOVER(PdG SUBTYPE: A 12. THE GENERAL CONTRACTOR SHALL PROTECT THE AREA(S) OF WORK AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC., AND SHALL PROVIDE CIVIL ENGINEER VINCENT GAUDIELLO, PE DRAWING LIST: SYMBOL LEGEND: AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED THE RAYNOR GROUP, P.E. & L.S. PLLC TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. DAMAGE TO 860 MONTAUK HIGHWAY NEW AND EXISTING MATERIALS, FINISHES, STRUCTURES, AND EQUIPMENT SHALL WATER MILL, NEW YORK 11976 631-726-7600 BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO ROOM INFO 003 BEDROOM DOOR NUMBER 103 ADDITIONAL EXPENSE TO THE OWNER. ARCHITECTURAL A-700.00 WINDOW SCHEDULE ELECTRICAL MEP ENGINEER NINO D'ANTONIO, PE A-701.00 WINDOW TYPES WINDOW NUMBER13. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT D'ANTONIO CONSULTING ENGINEERS 1 2 A-000.00 COVER SHEET A-702.00 WINDOW & DOOR DETAILS E-100.00 CELLAR ELECTRICAL PLAN BUILDING ELEVATION SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, EXCEPT 30 W. WAUKENA AVENUE A-703.00 WINDOW & DOOR DETAILS E-101.00 FIRST FLOOR ELECTRICAL PLAN 1-202 WALL TYPEE1 WHERE NOTED OTHERWISE. OCEANSIDE, NY 11572 516.594.4284 A-002.00 BUILDING DEPARTMENT NOTES A-704.00 WINDOW & DOOR DETAILS E-102.00 SECOND FLOOR ELECTRICAL PLAN IV A-710.00 DOOR SCHEDULE E-200.00 ELECTRICAL SERVICE EVALUATION, NOTES & SYMBOLS14. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ALL STRUCTURAL ENGINEER EN-001.00 ENERGY COMPLIANCE -1 A-711.00 DOOR & HARDWARE SCHEDULE E-300.00 ELECTRICAL RISER DIAGRAM & STANDBY GENERATOR SCHEDULE REVISION L� UTILITIES DETERMINED IN THE COURSE OF CONSTRUCTION AS BEING EN-002.00 ENERGY COMPLIANCE -2 A-712.00 DOOR TYPES E-400.00 ELECTRICAL PANEL SCHEDULE 1 NECESSARY TO BE REMOVED WHICH HAVE NOT OTHERWISE BEEN NOTED FOR EVAN AKSELRAD, PE A-713.00 DOOR DETAILS E-500.00 ELECTRICAL PANEL SCHEDULE BUILDING SECTION A-202 REMOVAL IN THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR 16 JAY STREET FL3 C-1.00 SITE PLAN E-600.00 ELECTRIC FLOOR WARMING SPECIFICATION & SCHEDULE ESHALL REMOVE SUCH UTILITIES ONLY AFTER CONSULTATION WITH THE NEW YORK, NY 10013 917.689.0301 C-2.00 EROSION AND SETTLEMENT CONTROL DETAILS E-700.00 STANDBY GENERATOR SPECIFICATION SHEET NOTE TAG x---02 ARCHITECT AND OWNER. WHETHER PREDETERMINED IN THE CONSTRUCTION E-800.00 ELECTRICAL SPECIFICATION DOCUMENTS OR DETERMINED IN THE FIELD, DISCONNECT, CUT BACK TO FILING CONSULTANT DM-100.00 CELLAR DEMOLITION PLAN A-740.00 LIGHTING SCHEDULE EL-100.00 CELLAR LIGHTING PLAN 1 INTERIOR ELEVATION N S LEVEL CHANGE SOURCE, AND CAP ALL UTILITY SERVICES REMOVED. SEAL ALL PENETRATIONS EN CONSULTANTS DM-101.00 FIRST FLOOR DEMOLITION PLAN A-750.00 WALL TYPES EL-101.00 FIRST FLOOR LIGHTING PLAN A607 CREATED BY THE REMOVAL OF UTILITIES TO MATCH ADJACENT CONSTRUCTION 1319 NORTH SEA ROAD DM-102.00 ROOF DEMOLITION PLAN EL-102.00 SECOND FLOOR LIGHTING PLAN ELEVATION TOP OF PARAPET AND FINISHES. STRUCTURAL E>_Ev=1oo'-O" SOUTHAMPTON, NY 11968 631 .283.6360 A-100.00 CELLAR FLOOR PLAN W HEIGHT 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF A-101.00 FIRST FLOOR PLAN S-001.00 EXISTING FOUNDATION PLAN A„ ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. A-102.00 SECOND FLOOR PLAN S-002.00 FOUNDATION PLANALIGN FINISHES THE GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING 1 � studio Cicetti architect pc A-103.00 ROOF PLAN S-003.00 FIRST FLOOR FRAMING PLAN DETAIL TAG A-202 AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE GENERAL 172 beard street, brooklyn, ny 11231 718.875.1460 S-004.00 SECOND FLOOR FRAMING PLAN CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR S-005.00 ATTIC FRAMING PLAN CENTERLINE INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK, S-006.00 ROOF FRAMING PLAN project: S-007.00 STRUCTURAL DETAILS & NOTES 16. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE A-150.00 REFLECTED CEILING PLAN CELLAR S-008.00 STRUCTURAL DETAILS & NOTES COLUMN LINE Z NORTH ARROW INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED PER THE AKSELRAD RESIDENCE A-151.00 REFLECTED CEILING PLAN FIRST FLOOR MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN A-152.00 REFLECTED CEILING PLAN SECOND FLOOR MEP MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE GENERAL SHALL A-200.00 BUILDING ELEVATIONS T-100.00 MECHANICAL COVER SHEET WITH THE WORK NCONTRACTOR QUESTION,NOTIFY THE ARCHITECT BEFORE PROCEEDING A-201.00 BUILDING ELEVATIONS SU-100.00 SITE UTILITIES PLAN ABBREVIATIONS. A-202.00 BUILDING ELEVATIONS 17. ALL WORK NOTED "BY OTHERS" OR "N.I.C." SHALL BE PROVIDED BY THE 4125 Nassau Point Rd., Cutchogue, NY 11935 A-203.00 BUILDING ELEVATIONS PLUMBING A.F.F. ABOVE FINISHED FLOOR FIN. FINISH PERF. PERFORATED OWNER OR UNDER SEPARATE CONTRACT. SUBMIT TO THE ARCHITECT AND A-204.00 BUILDING ELEVATIONS A.P. ACCESS PANEL FIN. FL. FINISHED FLOOR P. IAM. PLASTIC LAMINATE OWNER SCHEDULE REQUIREMENTS FOR THIS "OTHER" WORK IN THE P-100.00 CELLAR FLOOR PLUMBING PLAN ADJ. ADJACENT FL. FLOOR PLYWD. PLYWOOD CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO I A-300.00 BUILDING SECTIONS P-101.00 FIRST FLOOR PLUMBING PLAN A.C. AIR CONDITIONER F.D. FLOOR DRAIN RAD. RADIUS ASSURE ORDERLY SEQUENCE OF INSTALLATION. PROJECT INFORMATION A-301.00 BUILDING SECTIONS P-102.00 SECOND FLOOR PLUMBING PLAN A.H.U. AIR HANDLING UNIT FLUOR. FLUORESCENT REQ'D. REQUIRED A-302.00 BUILDING SECTIONS P-103.00 ROOF PLUMBING PLAN A-303.00 BUILDING SECTIONS P-200.00 PLUMBING DETAILS & NOTES ALUM. ALUMINUM Fr. FOOT / FEET REINF. REINFORCING 18. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE GENERAL NOTES A-304.00 BUILDING SECTIONS P-300.00 SANITARY RISER DIAGRAM ARCH. ARCHITECTURAL GALV. GALVANIZED R.D. ROOF DRAIN MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A DAILY BASIS AND A.D. AREA DRAIN G.W.B. GYPSUM WALL BOARD R.O. ROUGH OPENING SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, P-400.00 H&CW RISER DIAGRAM BLK. BLOCK HGT. HEIGHT SCHED. SCHEDULE DEBRIS, OR DUST FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE A-400.00 WALL SECTIONS P-500.00 GAS RISER DIAGRAM B.O. BOTTOM OF H.M. HOLLOW METAL SECT. SECTION JOB SITE. A-401.00 WALL SECTIONS P-600.00 PLUMBING SPECIFICATIONS BLDG. BUILDING HORIZ. HORIZONTAL SIM. SIMILAR A-402.00 WALL SECTIONS CAB. CABINET INSUL. INSULATION S.F. SQUARE FOOT 19. ALL BUILDING MATERIALS STORED AT THE SITE ARE TO BE SECURED IN A A-403.00 WALL SECTIONS MECHANICAL CLG. CEILING LAM. LAMINATED ST. STL. STAINLESS STEEL LOCKED AREA WITH ACCESS CONTROLLED BY THE OWNER AND OR GENERAL seal&signature: date: DEC 16, 2016 A-404.00 WALL SECTIONS C.L. CENTERLINE LAV. LAVATORY STL. STEEL CONTRACTOR. ALL MATERIALS SHALL BE STORED IN AN ORDERLY FASHION. M-100.00 CELLAR FLOOR MECHANICAL PLAN project no.: 07-2015 A-450.00 DETAILS: EXTERIOR M-101.00 FIRST FLOOR MECHANICAL PLAN C.T. CERAMIC TILE M.O. MASONRY OPENING STRUCT. STRUCTURAL / STRUCTURE CLOS. CLOSET MAX. MAXIMUM SUSP. SUSPENDED 20. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY SEALED IN THEIR �p�{� drawn by: AE, MS A-451.00 DETAILS: EXTERIOR M-102.00 SECOND FLOOR MECHANICAL PLAN ORIGINAL CONTAINERS. SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR �` COL. COLUMN MECH. MECHANICAL TEL. TELEPHONE A ' ,> A-452.00 DETAILS: EXTERIOR M-103.00 ROOF MECHANICAL PLAN CONC. CONCRETE MTL. OPEN FLAMES. ALL FLAMMABLE MATERIALS TO BE USED SHALL BE AND checked by: MC A-453.00 DETAILS: EXTERIOR M-200.00 MECHANICAL DETAILS 1 METAL T.O. TOP OF .� h A-454.00 DETAILS: EXTERIOR M-201.00 MECHANICAL DETAILS 2 & PIPING DIAGRAMS C.M.U. CONCRETE MASONRY UNIT MIN. MINIMUM TYP. TYPICAL STORED IN AN ADEQUATELY VENTILATED SPACE. % .�� .-1 drawing no.: VERIFY IN FIELD MOUNTED V.I.F.CONTINUOUS MTD. A-455.00 DETAILS: EXTERIOR - RAILING M-300.00 MECHANICAL HOT WATER PIPING & SCHEDULES CONT. 21. THE GENERAL CONTRACTOR SHALL NOT BURN ANY DEBRIS OR MAINTAIN ANY �� C.J. CONTROL JOINT NEC. NECESSARY VERT. VERTICAL 000 00 A-460.00 DETAILS: EXTERIOR - OUTDOOR KITCHEN M-400.00 MECHANICAL EQUIPMENT SCHEDULES OPEN FLAMES ON THE SITE. � DIA. DIAMETER N.I.C. NOT IN CONTRACT V.C.T. VINYL COMPOSITE TILE tS� M-500.00 MECHANICAL SPECIFICATIONS DN DOWN N.T.S. NOT TO SCALE UTIL. UTILITY .h-x'�r. �p ELEV. ELEVATION O.C. ON CENTER W.C. WATER CLOSET 22. UPON COMPLETING THE JOB, THE GENERAL CONTRACTOR SHALL LEAVE THE ofr EQ. EQUAL OPP. PREMISES AND ALL AFFECTED AREAS CLEAN AND IN AN ORDERLY MANNER OPPOSITE W/ WITH cad file no.: EX'G. EXISTING PTD. PAINTED W/O WITHOUT READY FOR MOVE-IN. THIS IS TO INCLUDE CLEANING OF ALL GLASS E.J. EXPANSION JOINT PR. PAIR WD, WOOD (INCLUDING INSIDE OF EXTERIOR GLASS) AND FRAMES, BOTH NEW AND EXT. EXTERIOR PERF. PERFORATED EXISTING. ©copyright studio Cicetti architect pc I BUILDING CODE NOTES BUILDING CODE NOTES CONTINUED BUILDING CODE NOTES CONTINUED general note: APPLICABLE CODES APPLICABLE CODES APPLICABLE CODES all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS 2015 INTERNATIONAL ENERGY CONSERVATION CODE owned by studio Cicetti architect pc, whether the project for 2016 UNIFORM CODE SUPPLEMENT 2016 UNIFORM CODE SUPPLEMENT 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or SECTION AJ501 ALTERATIONS CONTINUED: 2015 INTERNATIONAL ENERGY CONSERVATION CODE PROJECT COMPLIANCE ()Les or No) corporation for any use or purpose whatsoever, except upon 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY PROJECT COMPLIANCE Yes or Co CHAPTER 5 [RE] EXISTING BUILDINGS DWELLINGS the written permission and direction of studio Cicetti architect AJ501.8 STAIRS. pc. SECTION R502 AJ501.8.1 STAIR WIDTH. EXISTING BASEMENT STAIRS AND NOT APPLICABLE R502.1 GENERAL. ADDITIONS TO AN EXISTING BUILDING, BUILDING YES; HANDRAILS NOT OTHERWISE BEING ALTERED OR MODIFIED SHALL SYSTEM, OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS THE ADDITION SHALL CONFORM TO no. date submission SECTION R905.1.2 ICE BARRIERS YES; BE PERMITTED TO MAINTAIN THEIR CURRENT CLEAR WIDTH AT, OF THIS CODE AS THOSE PROVISIONS RELATE TO NEW CONSTRUCTION THE PROVISIONS OF THE ENERGY ICE BARRIERS COMPLY WITH R905.1.2 AND APPEAR ABOVE AND BELOW EXISTING HANDRAILS. WITHOUT REQUIRING THE UNALTERED PORTION OF THE EXISTING CONSERVATION CODE. ON ROOF PLAN AND WALL SECTIONS BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE. ADDITIONS AJ501.8.2 STAIR HEADROOM. HEADROOM HEIGHT ON EXISTING YES; SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR 5.27.2016 DOB FILING SECTION R905.7 - R905.7.7 WOOD SHINGLES YES; BASEMENT STAIRS BEING ALTERED OR MODIFIED SHALL NOT BE COMPLIES. NO CHANGES TO EXISTING OVERLOAD EXISTING BUILDING SYSTEMS. AN ADDITION SHALL BE DEEMED 12.16.2016 DOB FILING WOOD SHINGLES COMPLY WITH R905.7 THROUGH REDUCED BELOW THE EXISTING STAIRWAY FINISHED HEADROOM. STAIRS. TO COMPLY WITH THIS CODE WHERE THE ADDITION ALONE COMPLIES, R905.7.7 AND APPEAR ON ROOF PLAN AND WALL EXISTING BASEMENT STAIRS NOT OTHERWISE BEING ALTERED SHALL WHERE THE EXISTING BUILDING AND ADDITION COMPLY WITH THIS CODE SECTIONS BE PERMITTED TO MAINTAIN THE CURRENT FINISHED HEADROOM. AS A SINGLE BUILDING, OR WHERE THE BUILDING WITH THE ADDITION USED NO MORE ENERGY THAT THE EXISTING BUILDING. ADDITIONS AJ501.8.3 STAIR LANDING. LANDINGS SERVING EXISTING BASEMENT YES; SHALL BE IN ACCORDANCE WITH SECTION R502.1.1 OR R502.1.2. 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY PROJECT COMPLIANCE (Yes or No) STAIRS BEING ALTERED OR MODIFIED SHALL NOT BE REDUCED COMPLIES, NOT CHANGES TO EXISTING DWELLINGS BELOW THE EXISTING STAIRWAY LANDING DEPTH AND WIDTH. STAIRS APPENDIX J EXISTING BUILDINGS AND STRUCTURES EXISTING BASEMENT SITARS NOT OTHERWISE BEING ALTERED SHALL ENERGY CONSERVATION CODE - INFORMATION ON DOCUMENTS AND WRITTEN STATEMENT BE WIDTH.PERMITTED TO MAINTAIN THE CURRENTLY LANDING DEPTH AND SECTION C103 - CONSTRUCTION DOCUMENTS PROJECT COMPLIANCE ()Les or No) SECTION AJ102 COMPLIANCE C103. INFORMATION ON CONSTRUCTION DOCUMENTS. CONSTRUCTION YES; DOCUMENTS SHALL BE DRAWN TO SCALE ... SHALL BE OF SUFFICIENT Reference the wall sections and AJ102.3 SMOKE DETECTORS. REGARDLESS OF THE CATEGORY OF WORK, YES; CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK schedules. SMOKE DETECTORS SHALL BE PROVIDED WHERE REQUIRED BY SECTION SMOKE DETECTOR LOCATIONS COMPLY WITH R314.3 PROPOSED AND SHALL SHOW IN SUFFICIENT DETAIL PERTINENT DATA AND R314.3.1. AND APPEAR ON THE DRAWINGS. RESIDENTIAL CODE OF NEW YORK STATE FEATURES OF THE BUILDING, SYSTEMS AND EQUIPMENT AS HEREIN GOVERNED. DETAILS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING AS APPLICABLE: AJ102.4.3 EMERGENCY ESCAPE AND RESCUE OPENINGS. WHERE WINDOWS YES; TABLE R301.2(1) 1. INSULATION MATERIALS AND THEIR R-VALUES. ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE AND RESCUE OPENINGS, DESIGNATED EMERGENCY ESCAPE AND RESCUE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2. FENESTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT REPLACEMENT WINDOWS SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT OPENING AT PROPOSED BEDROOM IDENTIFIED ON (SHGC). REQUIREMENTS OF SECTION R310.1.1, R310.1.2, R310.1.3 AND R310.2 DRAWING 1/A-102. 3. AREA-WEIGHTED U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT PROVIDED THAT REPLACEMENT WINDOW MEETS THE FOLLOWING CONDITIONS: (SHGC) CALCULATIONS SUBJECT TO DAMAGE FROM GROUND 4. MECHANICAL SYSTEM DESIGN CRITERIA. SNOW WIND SEISMIC ICE BARRIERFLOOD MEAN DESIGN WEATHERING FROST UNDERLAYMENT HAZARDS ANNUAL 5. MECHANICAL AND SERVICE WATER HEATING SYSTEM AND EQUIPMENT LOAD SPEED CATEGORY LINE TERMITE REQUIRED HAZARDS TEMP TYPES, SIZES AND EFFICIENCIES. SECTION AJ501 ALTERATIONS DEPTH 6. ECONOMIZER DESCRIPTION. AJ501.1 NEWLY CONSTRUCTED ELEMENTS. NEWLY CONSTRUCTED ELEMENTS, YES; 20 Psf 120 B SEVERE 4 FEET MOD-HEAVY YES LOW 51.5'-59'c 7. EQUIPMENT AND SYSTEM CONTROLS. COMPONENTS AND SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF NEW ELEMENTS SHALL COMPLY WITH 8. FAN MOTOR HORSEPOWER (HP) AND CONTROLS THIS CODE. THE REQUIREMENTS OF THIS CODE. 9. DUCT SEALING, DUCT AND PIPE INSULATION AND LOCATION. 10. LIGHTING FIXTURE SCHEDULE WITH WATTAGE AND CONTROL AJ501.2 NONCOMFORMITIES. THE WORK SHALL NOT INCREASE THE EXTENT YES; NARRATIVE. OF NONCOMPLIANCE WITH THE REQUIREMENTS OF SECTION AJ601, OR PROPOSED WORK WILL NOT INCREASE 11. LOCATION OF DAYLIGHT ZONES ON FLOOR PLANS CREATE NONCONFORMITY TO THOSE REQUIREMENTS THAT DID NOT NON- COMPLIANCE OR CREATE 12. AIR SEALING DETAILS. PREVIOUSLY EXIST. NONCONFORMITY C103.2.1 BUILDING THERMAL ENVELOPE DEPICTION. THE BUILDING'S THERMAL YES AJ501.3 EXTENSIVE ALTERATIONS. WHERE THE TOTAL AREA OF ALL OF THE YES; PROJECT COMPLIANCE (Yes or No) ENVELOPE SHALL BE REPRESENTED ON THE DRAWINGS. WORK AREAS INCLUDED IN AN ALTERATION EXCEEDS 50 PERCENT OF THE THE PROPOSED ALTERATION IS LESS 2015 INTERNATIONAL ENERGY CONSERVATION CODE AREA OF THE DWELLING UNIT, THE WORK SHALL BE CONSIDERED TO BE A THAN 50% OF THE AREA OF THE CHAPTER 4 RE EXISTING BUILDINGS C103.2.2 WRITTEN STATEMENT: [ ] RECONSTRUCTION AND SHALL COMPLY WITH THE REQUIREMENTS OF THESE EXISTING DWELLING UNIT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THE PLANS AND SPECIFICATIONS FOR PROVISIONS FOR RECONSTRUCTION WORK. CLIMATE ZONE NUMBER: 4 THIS PROJECT ARE IN COMPLIANCE WITH THE ENERGY CODE. SUBTYPE: A AJ501.4 STRUCTURAL. THE MINIMUM DESIGN LOADS FOR THE STRUCTURE YES; SHALL BE THE LOADS APPLICABLE AT THE TIME THE BUILDING WAS ANY STRUCTURAL ELEMENTS SECTION R401 GENERAL ENERGY CONSERVATION CODE -REQUIRED INSPECTIONS CONSTRUCTED, PROVIDED THAT A DANGEROUS CONDITION IS NOT CREATED. UNCOVERED DURING THE COURSE OF R401.1 SCOPE. THIS CHAPTER APPLIES TO RESIDENTIAL BUILDINGS. STRUCTURAL ELEMENTS THAT ARE UNCOVERED DURING THE COURSE OF THE ALTERATION FOUND TO BE UNSOUND SECTION C104 - INSPECTIONS ALTERATION AND THAT ARE FOUND TO BE UNSOUND OR DANGEROUS SHALL OR DANGEROUS SHALL BE MADE TO TABLE R402.1.2 C104.2 REQUIRED INSPECTIONS. THE CODE OFFICIAL OR HIS OR HER DESIGNATED AGENT, UPON NOTIFICATION, BE MADE TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF THIS CODE. COMPLY WITH THE REQUIREMENTS OF INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT CIVIL ENGINEER VINCENT GAUDIELLO, PE THIS CODE. SHALL MAKE THE INSPECTIONS SET FORTH IN SECTIONS C104.2.1 THROUGH C104.2.6. THE RAYNOR GROUP, P.E. & L.S. PLLC AJ501.5 ELECTRICAL EQUIPMENT AND WIRING. GLAZED WOOD MASS BASEMENT SLAB CRAWL 860 MONTAUK HIGHWAY AJ501.5.1 MATERIALS AND METHODS. NEWLY INSTALLED ELECTRICAL YES; CLIMATE FENESTRATION SKYLIGHT WALL R-'VALUE CEILING FLOOR SPACE C104.2.1 FOOTING AND FOUNDATION INSPECTION. FENESTRATION FRAME WALL WALL WATER MILL, NEW YORK 11976 631-726-7600 EQUIPMENT AND WIRING RELATING TO WORK DONE IN ANY WORK AREA NEW ELECTRICAL EQUIPMENT AND ZONE U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & IDEPTH WALL R-VALUE SHALL COMPLY WITH THE MATERIALS AND METHODS REQUIREMENTS OF WIRING SHALL COMPLY WITH THE C104.2.2 FRAMING AND ROUGH-IN INSPECTION. CHAPTERS 34 THROUGH 43. MATERIALS AND METHODS 4 0.35 0.55 0.40 49 20 or 13+5 8/13 19 10/13 10, 2 ft 10/13 MEP ENGINEER NINO D'ANTONI PE REQUIRMENTS IN CHAPTERS 34 C104.2.3 PLUMBING ROUGH-IN INSPECTION. D'ANTONIO CONSULTING ENGINEERS EXCEPTION: ELECTRICAL EQUIPMENT AND WIRING IN NEWLY INSTALLED THROUGH 43. 30 W. WAUKENA AVENUE PARTITIONS AND CEILINGS SHALL COMPLY WITH THE APPLICABLE TABLE R402.1.4 C104.2.4 MECHANICAL ROUGH-IN INSPECTION. OCEANSIDE, NY 11572 516.594.4284 REQUIRMENTS OF CHAPTERS 34 THROUGH 43. EQUIVALENT U-FACTORS C104.2.5 ELECTRICAL ROUGH-IN INSPECTION. STRUCTURAL ENGINEER AJ501.5.2 ELECTRICAL SERVICE. SERVICE TO THE DWELLING UNIT SHALL YES FRAME MASS BASEMENT CRAWL CLIMATE FENESTRATION SKYLIGHT CEILING FLOOR EVAN AKSELRAD, PE NOT BE LESS THAN 100 AMPERE, THREE-WIRE CAPACITY AND SERVICE NEW ELECTRICAL SERVICE IS GREATER ZONE U-FACTOR U-FACTOR U-VALUE WALL WALL U-FACTOR WALL SPACE WALL C104.2.6 FINAL INSPECTION. EQUIPMENT SHALL BE DEAD FRONT HAVING NO LIVE PARTS EXPOSED THAN 100 AMP THREE-WIRE U-FACTOR U-FACTOR U-FACTOR U-FACTOR 16 JAY STREET FL3 THAT COULD ALLOW FOR ACCIDENTAL CONTACT. TYPE "S" FUSES SHALLC104.2.6.1 HVAC SYSTEM CERTIFICATION. A REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE TO THE CODE NEW YORK, NY 10013 917.689.0301 BE INSTALLED WHERE FUSED EQUIPMENT IS USED. 4 0.35 0.55 0.030 0.060 0.098 0.047 0.059 0.065 OFFICIAL A WRITTEN CERTIFICATION THAT (1) ALL REQUIRED HVAC SYSTEM INSPECTIONS, HVAC CALIBRATIONS, AND OVERALL HVAC EQUIPMENT FUNCTIONALITY TESTS HAVE BEEN PERFORMED AND (2) IN THE FILING CONSULTANT AJ501.5.3 ADDITIONAL ELECTRICAL REQUIREMENTS. WHERE THE WORK TABLE R402.2.6 PROFESSIONAL OPINION OF THE REGISTERED DESIGN PROFESSIONAL, THE HVAC SYSTEM IS OPERATING AS EN CONSULTANTS AREA INCLUDES THE FOLLOWING AREAS WITHIN A DWELLING UNIT, THE STEEL-FRAME CEILING, WALL AND FLOOR INSULATION DESIGNED THE REGISTERED DESIGN PROFESSIONAL SHALL RETAIN COPIES OF THE INSPECTION, CALIBRATION, 1319 NORTH SEA ROAD REQUIRMENTS OF SECTIONS AJ501.5.3.1 THROUGH AJ501.5.3.5 SHALL (R-VALUE) AND TEST REPORTS, AND SHALL PROVIDE SUCH REPORTS TO THE CODE OFFICIAL, IF REQUESTED. SOUTHAMPTON, NY 11968 631 .283.6360 APPLY. NOTE: GENERAL CONTRACTOR OR MECHANICAL SUB-CONTRACTOR TO RETAIN A REGISTERED DESIGN WOOD FRAME COLD-FORMED STEEL PROFESSIONAL TO PROVIDE WRITTEN CERTIFICATION PER C104.2.6.1 HVAC SYSTEM CERTIFICATION AJ501.5.3.1 ENCLOSED AREAS. ENCLOSED AREAS OTHER THAN YES; R-VALUE EQUIVALENT R-VALUE REQUIREMENTS. Studio cicetti architect pc CLOSETS, KITCHENS, BASEMENTS, GARAGES, HALLWAYS, LAUNDRY COMPLIES. REQUIRMENT AREAS AND BATHROOMS SHALL HAVE NOT LESS THAN TWO DUPLEX 172 beard street, brooklyn, ny 11231 718.875.1460 RECEPTACLE OUTLETS, OR ONE DUPLEX OUTLET AND ONE CEILING- Steel Truss Ceilings OR WALL-TYPE LIGHTING OUTLET. R-30 R-38 or R-30 + 3 or R-26 + 5 project: AJ501.5.3.2 KITCHEN AND LAUNDRY AREAS. KITCHEN AREAS SHALL YES; R-38 R-49 or R-38 + 3 NOT HAVE LESS THAN TWO DUPLEX RECEPTACLE OUTLETS. LAUNDRY COMPLIES. R-49 R-38 + 5 AKSELRAD RESIDENCE AREAS SHALL HAVE NOT LESS THAN ONE DUPLEX RECEPTACLE OUTLET LOCATED NEAR THE LAUNDRY EQUIPMENT AND INSTALLED ON AN Steel Joist Ceilings INDEPENDENT CIRCUIT. R-30 R-38 in 2 x 4 or 2 x 6 or 2 x 8 R-49 AJ501.5.3.3 GROUND-FAULT CIRCUIT-INTERRUPTION. GROUND-FAULT YES; in any framing CIRCUIT-INTERRUPTION SHALL BE PROVIDED ON NEWLY INSTALLED COMPLIES. 4125 Nassau Point Rd., Cutchogue, NY 11935 R-38 R-49 in 2 x 4 or 2 x 6 or 2 x 8 or 2 x 10 RECEPTACLE OUTLETS IF REQUIRED BY CHAPTERS 34 THROUGH 43. AJ501.5.3.4 LIGHTING OUTLETS. NOT LESS THAN ONE LIGHTING OUTLET YES; Steel-Framed Wall, 16" on center BUILDING DEPARTMENT SHALL BE PROVIDED IN EVERY BATHROOM, HALLWAY, STAIRWAY, COMPLIES. R-13 R-13 + 4.2 or R-19 + 2.1 or R-21 + 2.8 or ATTACHED GARAGE AND DETACHED GARAGE WITH ELECTRIC POWER TO R-0 + 9.3 or R-15 + 3.8 or R-21 + 3.1 ILLUMINATE OUTDOOR ENTRANCES AND EXITS, AND IN UTILITY ROOMS R-O + 11.2 or R-13 + 6.1 or R-15 + 5.7 or NOTES AND BASEMENTS WHERE THESE SPACES ARE USED FOR STORAGE OR R-13 + 3 R-19 + 5.0 or R-21 + 4.7 CONTAIN EQUIPMENT REQUIRING SERVICE. AJ501.5.3.5 CLEARANCE. CLEARANCE FOR ELECTRICAL SERVICE YES; R-20 R-0 + 14.0 or R-13 + 8.9 or R-15 + 8.5 or EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTERS 34 COMPLIES. R-19 + 7.8 or R-19 + 6.2 or R-21 + 7.5 THROUGH 43. R-13 + 12.7 or R-15 + 12.3 or R-19 + 11.6 or R-20 + 5 R-21 + 11.3 or R-25 + 7.7 seal&signature: date: DEC 16, 2016 AJ501.6 VENTILATION. RECONFIGURED SPACES INTENDED FOR OCCUPANCY YES; AND SPACES CONVERTED TO HABITABLE OR OCCUPIABLE SPACE IN ANY COMPLIES. R-0 + 14.6 or R-13 + 9.5 or R-15 + 9.1 or project no.: 07-2015 WORK AREA SHALL BE PROVIDED WITH VENTILATION IN ACCORDANCE WITH R-13 R-19 + 8.4 or R-21 + 8.1 or R-25 + 7.7 SECTION R303. ,�ti�'tE.D A�L,y�r drawn by: AE, MS Steel Joist Floor ° . checked by: MC AJ501.7 CEILING HEIGHT. HABITABLE SPACES CREATED IN EXISTING YES; drawing no.: BASEMENTS SHALL HAVE CEILING HEIGHTS OF NOT LESS THAN 6 FEET, 8 COMPLIES. R-21 R-19 in 2 x 9, or R-19 + 6 in 2 x 8 or 2 x 10 9 _ INCHES (2032 MM), EXCEPT THAT THE CEILING HEIGHT AT OBSTRUCTIONS R-19 R-19 + 6 in 2 x 6, or R-19 + 12 in 2 x 8 or 2 x 10 SHALL. NOT BE LESS THAN 6 FEET 4 INCHES (1930 MM) FORM THE „ ,, ,� A-002 . 00 BASEMENT FLOOR. EXISTING FINISH CEILING HEIGHTS IN NON-HABITABLE SPACES IN BASEMENTS SHALL NOT BE REDUCED. OF cad file no.: ©copyright studio Cicetti architect pc i general note: ESCheck Software Version 4.6.3all drawings, specifications, plans, ideas, arrangements, and .,, . designs represented or referred to are the property of and r jaz, - . :. .. studio Cicetti architect wet er t e project or �. owned b s ud o cec « S y p q"` �`'E'�• 6 a S i d' 4 r�;" v�, .. s� i• �Q�iM §�= whichthey are prepared is executed or nof the are created,d 1.Compliance 1e�w�iM -te �4.. »s:.a .»,d��>.._, ^. .d. ;a'.z. ..w_ . _,. � ... ., . ..,. .. ..... . .� p evolved, developed, and produced solely for use on and in Window 28(206}Wood Frame:Double Pane with Low-E 19 0.300 6 Window 16(115)::Wood Frame:Double Pane with Low-E 9 0.300 3 sNGc:0216 s11Gc:0.26 connection with this project and none of the above may be window 29(207):Wood Frame.-Double Pane with Low-E 15 0.300 5 Window 19(116):wood Frame:Double Pane with Law-C 0.300 3 disclosed or given to or used by any person, firm, or Projectkselrac Residence SHGC:0.26 SHGC:016 corporation for any use or purpose whatsoever, except upon Window 30(20811 Wood Frame:Double Pane with Low-E 13 0.300 4 Door 5(102):Glass 65 0.300 20 Energy Code. 201 r IECC SHGC:0.26 SHGC:0.21 the written permission and direction of studio Cicetti architect Location: Cutchogue, New York window 31(209 :Wood Frame:Double Pane with Low•E 13 0.300 4 BASEMENT WALL:Solid Concrete or Masonry 226 0.0 10.0 0.057 13 PC. SHGC:0,26 Wall height:10.,,7' Constractim Ty1te;. Single-family l Depth below grade:9.6' Window 32 J2 10P Wood Frame:Double Pane with Law-E 15 0.300 5 Project Type: i Addition insulation depth:9.4' SHGC-0.26 no. date submission Climate Zane: q (5572 HDD) Window 33(211):Woad Framc:Double Pane with Low-E 19 0.300 6 CEILING-all ceilings inct.2nd floor terrace area: Cathedral Ceiling 3,308 49.0 0,0 0.022 73 Permit Date: SHGC:0.26It SLAB M GRADE'-garage extension:Slab-On-Grade:t5nheaTed 44 10.0 0.767 34 Permit Number: ) Window,34(212}':Wool#Frame:Double Pane with Law E 19 0.300 6 insulation depth:2.0' SHGC:0.26 i FLOOR- over ul;rcinditioned space:All-wood Joist{Truss:Over Unconditioned 231 0.0 19.0 Q.043 1.3 12.16.2016 DOB FILING Construction Sitie: Owner/Agent: Designer/Contractor: Window 35(213k:Wood Frame:Double Pane with Low-E 15 0.300 5 Space 4125 Nassau Point Roar! Susan&Ira Akselrad Melissa Cicetti SHGC:0.26 Cutchogue,NY 13935 Studio Cicetti Architect Window 36(214}:.Wood Frame:Double Pane with Low E15 0.300 ; ComplianceState'tnent: The proposed building design dcscv ibt-KI herd is consistent witfi the building plans,specifications,and other 172 Beard Street SHGC:0.246- calculations submitted with the permit application,The propas£d building has been designed to meet the 2015 IECC requirements in Brooklyn,NY 13231 ' RESchpck Version 4,6.3 and to comply with the mandatory regr.r remcYnnts listed irl the RESeheck Inspection Checklist. 718.875.1460 Window 37(215;:Wood Frame:Double Pane with Low-E 55 0.300 17a=_ @ • SHGC:0.26 MELISSA 6CETTI, RA 12 16 2016 melissa studiocicetti.ccx�ra t Window 38(216}::wood rrame:Double Pane with Low-E 15 Q.30Q § --- --- - _1 - SHGC:0.26 Name-Title re5natur date window 39(217} Wood Frame:Double Pane with Low-E 7 0300 2 tea" �.., .�.`•. .'<a"e a�� :r��'e:""'a �:; w. �`' �� ..�\�... :..�,\�D\\ \ �� ..�,", SHGC:0.26 g Compliance: 9,4%Petter Than Code Maximum UA: 922 Your UA: 835 Maximum SHCXC 0.40 Your SHGC: 0,25 Window 40(218)1.Wood Frame:Double Pane with Low-E 7 0.300 2 The%Better or worse'r6a»Code k%dex rettect7 how close to aoarzttllarice the douse is based on cote trade•011 ropes, SHGC:0.26 I DOES 134T Wluvtue-*d estimate at energy use ar cast aerative to a ma"+rsar,r•endplmme. Window 42(220}':wood Frame:Double Pane with Low-E 61 0.300 18 SHGC:0.216 ErtvelQ 1SSE,it ib11 5 Window 41(239};:Wood Frame:Double Pane with Low-E 8 0.280 2 SNGC:0,29 ffi M ,~ •, ;:.r. <. Door (1(11):Gf�ss 44 0.300 13 SHGC:0,21 , p n w 0 300 Glass 65 20 SHGC:0.21 WALL 1-New wills:wood Frame,16"'o.c. 4,883 20.0 0.0 0.059 226 Door 7 1104):Glass 44 0<300 13 Window 4(101):kNood Frame-0ouble Pane:with Low-E 80 0.280 22 SHGC:0.22 SHGC:0.23 Door 8(209):Gliss 44 0.300 13 Window 15(112}0:Wood Frame:Double Pane with Low-E 193 0.300 58 SHGC:0.21 SHGC:0.26 i Door 91210):Glass 55 0.300 20 Window 16(113} wood Frame:Double Pane with Low-E 110 0.300 33 SHGC:0.28 SHGC:0.26 € Door 10(219):Glass 96 0.300 29 Window 17(114).Wood Frame:Double Parte with Low-E 25 0.300 a SHGC:0,21 SHGC:0.26 i Window 20(217} wood Frame:Double Pane with Low-E 19 0.300 6 WALL 2-Existing watts with new cladding:wood Frame,16"o.c. 1.010 20.0 0.0 0.059 47 SHGC:0.26 Window 5(102):?Wood Frame:Double Pane with Low-E 16 0300 5 Window 21(118}.Wood Frame:Double Pane with Low-E19 0.300 6 SHGC:0.26 SHGC:0.26 Window 6(103):,Wood Frame-Double Pane with Low-E 19 0.300 6 Window 22{119):Wood Frame:Double Pane,with Low-E 19 0.300 6 SHGC:0.26 SNGC:0.26 ' Window 7(10'4): wood Frame:Double Pane with Low-E 19 0,300 6 Window 23(2D.1)i wood Frame:Doubte Pane with Low-E18 0.300 5 SHGC:0,26 7 SHGC:0.26 Window 8(105):;wood Frame:Doubke Pane with Low-E 19 0.300 6 Window 24 (202}:wood Frame:Double Pane with Low-E 32 0.300 10 SHGC:0.26 SHGC:0.26 Window 9(106):Wood Frame:Double Pane with Low-E 19 15.300 6 Window 25(203};:wood Frame Double Pane with Low-E19 0.300 {, SHGC:0.26 SHGC:0.26 window 10(107};:Wood Frame:Double Pane with Low-E 19 0.300 6 Window 26(2041:wood Frame:Double Pane with Low-E 19 0.300 6 SHGC:0.26 SHGC-0.26 ! window 11(108?=:Wood Frame:Double Pane with Low-E 19 0,300 6 19 03SHGC:0.26 Project Title:Ak$elrad Residence Report date: 12116/16 Project Title:Aktelrad Residence Report date: 12{16/16 Project Title: Akketrad Residence Report date: 12/161/6 Data filenarne:�1SCA SYNOLOGY1Studio Sharelstudio jobs\07-2015 4125 nassau point Page 1 of 11 Data filename:�1SCA_SYNOLOGY\Studio Share\studio jobs\07-2015 4125 nassau point Page 2 of 11 Data filename:VSCA_SYN0L0GY\Studio Share\studio jobs\07-2015 4125 nassau point Page 3 of 11 road\consultantt\civil engineer\out\2016 12_16\REScheck-VJeb compliance,data,rxl road\consultantt\civil engineer\out\2016_12_16\REScheck-Well compliance_data.rxl road\consultanWcivil engineer\outt2G16 12_16\REScheck-Web_compliance_data,rxl CIVIL ENGINEER VINCENT GAUDIELLO, PE • Section � �._..._..__._____..____._...____._,_.«�._,._.,_..__,._...___,__,,,_.____ � __._... THE RAYNOR GROUP, P.E. & L.S. PLLC REScheck 1 section 860 MONTAUK HIGHWAY Software VerStQri . " Fpundation inspection plans Verified Field verified i Complies? Comments/Assumptions #t Framing{Rough-in Inspection plans Verified Field Verified Complies? Comments/Assumptions WATER MILL, NEW YORK 11976 631-726-7600 l Value Value i Value Value .. R... .._.__.....__-.........,_._--_._..,.._. fns action Checklist _ __ _ Seel eEn____ _ _ 402.1.2 Slab edge insulation R-value. R- R-_ DComplies See the Envelope Asserrrtzties 402.1.1, Glazing U-factor(area-weighted l.t- U- DComplies Se=/tae Envelope AssembtiQs (F01ji ( Unheated ( Unheated DDoes Not rahtetc�rvatues_ 402.3.1, average). Dtloes Not t�GiF for vatltCs. MEP ENGINEER WINO D'ANTONIO, PE �nergy Code: 2015 I ECC x:F EJ Heated D Heated [3Not observable 402.3.3, Ejl�lot Observable Regtlirerrients IE�Q.4°lo were addressed directly in the REScheck software ONatApplicable 402'3�' DANTONIO CONSULTING ENGINEERS 02 l=lrot Applicable30 W. WAUKENA Text in tete"Comments{AssirtlTptions"column is provided by the user in the R;=Sclleck Requirements screen. For each - .._..._..._...__. ____.___.__._.___.__._...._.... .. . .. _._..._..__._......_.........._................_._______._.._..._. ......_.................___, .. lFR211 OCEANSIDE, NY 11572 UE 516.594.4284 402.1.2 Slab edge insulation ft ft DComplies Seethe EnvetopeAssembtres V requirement, the user certifies that a code requirement will be met and how that is documented,or that an exception (F0311 depthilength. ODoes Not table for values. -.___....._.._-_._...._._____________......__-_.._.-----...._......__..__._._._,............�r.�,.____--___P__o _a......... ....._�M_,,.,_,.,,,,,.. .._......._.........._.._......................._..... ..... ...� is being claimer.Where compliance is itemized in a separate table, a reference to that table is provided_ r D�€at Observable 303,113 u•tactors of fenestration prodrxts DComplies Requirement will be met. STRUCTURAL ENGINEER Section ONot Applicable (FR4) with the determined in accordance test procedure or DDoes Location on pfans{spec:A- EVAN AKSELRAD, PE are Not - - ...._....._...._...._........_._._._................__........................................................_._.................._........_............._.........____..__..........._......._.....__.......... -.._... .._________..........__........ _.__. .,....... .. .._........................ ... loot Observable i pians Verified Field Verified taken,fram the default table. e 700:Windows A-712 DDOFS 16 JAY STREET FL3 #t Pre-Inspection/Pian Review I Complies? Comments{Assumptions 402.1.1 Conditioned basement watt R- R- DComplies see the EnvetorAsssrrries r & R -to Value Value a ta-We for values. DA of Applicable - _ a IF041 simulation R-value.Where interior _ O N t _._................ _._..._..._.__..... ....,_.. .. . ..._..................._........ _....._.. _.....__...__.................� � _ - ____.._......._.....____..._ Does o insulation is used,verification R- R 402.4,1.1 Air barrier and thermal barrier l_7Complies Requirement will be met. NEW YORK, NY 10013 917.689.0301 103.1, Construction drawings and ElCampties Requirement will be met. �A pt�fot Observable � a 103.2 documentation demonstrate ©Does Not may raced to occur/luring 1FR23} installed per manufacturer's []Does Not lnsulatlon ins DNot Applicable instructions. Location on plans{spec: FILING CONSULTANT [PR1�y energ�t code compliance far the Location on plans/spec: lection.Not �...� Dl�lot Observable to building envelope.Thermal ©Not Observable 1/A-400-2/A-404 required in warm-humid locations 11AD0-21A452 envel6 e represented on ONot Applicable in Climate Zone 3, r.,,,,.,,,...., _,, ,. . ..., EN CONSULTANTS -p p flat Applicable ,,.,,,....,...,..,,.. 402.4 3 Fen€�stration that is not site built l_lCom hes Requirement will be met, 303.2 Conditioned basement wall -ElCom lies Re uirement will be met. 1319 NORTH SEA ROAD constrluchon documents. g _......_........___........ - - p q _______. ___. _._.._._.._.._._._......._....__.._____..._....._............... € p - lF is listed and labeled as meeting D15oes Not 103.1, Construction drawings and DComplies Requirement will be met. 1F05j insulation installed per )Does Not AAMA lWDMA/CSA 1011i.S.2/A440 Location on plans/spec:ec: SOUTHAMPTON, NY 11968 631 .283.6360 103.2, dacunientation demonstrate LlDaes Not manufacturer's instructions. Location on plans/spec: AY Di�lot Otyservable p p 403.7 enc code compliance for Location on lanstspec: DIVok Observable IIA-100 AND 1lA-300 or has infiltration rates per M1tFRC I/A00 2{A452 r9; P Df~}tit Applicable It P r li h i and rriechanicat systems. QNot Observable .SEE DRAWING T-100 -)Not Applicable 400 that do not exceed code R 9 t g Y ................�.........._..._._.............................., limits. ONot Applicable Systems serving rriuttaple COI�rPLIANCE NOTES 4022.9 Condr�roned basement Wali ft ft UComplres Seer e Envefepettssemhlaes ,,«..................................................._..._......,.__.._._............._..........._............................................_.____.._..........._-___......................._._...------..._.._.............. ..... dweltifig units must demonstrate (606)€ insulation depth of burial ar Di3oes Not table forvatues, 402.4.5 IC-rated recessed fighting fixtures Deuinplies Exception.,Requirement Ls studio cicetti architect pc corrapliarice with the IECC distance from to of wail. (FR16) sealed at housinr�{interior finish DlSoes Not not applicable. Commercial with the IE t"A p ONot observable and labeled to indkate 162.0 tfrn 172 beard street, brooklyn, ny 11231 718.875.1460 -- - ONot Applicable leakage at 75 Pa. riot Observable 302,7., hteatirig and cooling equipment is, heating: Heating: DComplies Requirement will be met. ..__........._....___......___...__..........._i.__..__._..___._........_..........._..._.__.__.._........................ ___ _ _._- ......................,._............................«__._. ............_...... .-. EINot Applicable 3. A rot i covering installed DCom lies Exception: Requirement is __........._...._...._.._.....________...................._...................._.............._...._............._....__.............._._.__._...,. ... ...,.,,,.,. _..._._ ............_...._...._..._..._..............._......._.............._............................... 403,7 sized per RCCA Manual S based Btu/hr Btu/hr_ DDoes Not 30 2 1 p protective cove ng is i sty ell p p t? (PR212 on loaVs calculated per ACCA Location on ands ec: (FO11)r to protect exposed exterior Oboes Not not applicable, 403.2.1 Supply and return ducts in attics DComplies completely:Ducts located p Coaling: Cooiin€3: � p z project: ©Not Observable insulation and extends a (FR123 insulated>-R-8 where duct is Dl3oes Not completely inside the Manunt j or other methods Stu/tir Btulhr 'SEE DRAWING T-100 ,; approved by the made official. ©ttlnt Applicable CCtI lPL LANCE NOTES minimum of 6 in.below grade. ONot Observable }=3 inc#ies in diameter and>= building envelope. } ONot Applicable R-6 where<3 inches.Supply olid Dlvat Applicable i _.........__.__._____......_.....____._..._......_........... returrk ducts in other portions of t Apel ry a Location an pians/spec: AKSELRAD RESIDENCE ..�____ .__,_.___,..__. _......_.._.._. _._...._...__..__.... _- 443.9 Snow and ice-melting system DComplies Exception: Requirement is r n a the building insulated >=R-6 for SEE DRAWING T-10D Additional+Co'1ttnents/Assumptions" (FOi2jy controls installed. DDaes Not not applicable. 9 diameter>= 3 inches and R-4.2 COMPLIANCE NOTES ° ONot Observable _r.....for<3 inches in diameter, D�Eot Applicable 403,3.3,5 Building cavities are not used as i_icomplies Requirement will be met. Additional Cor»mentslAssumptions: (FR15I ducts or plenums. GDoes Not Drat Observable Location on ptansfspec: 4125 Nassau Point Rd., Cutchogue, NY 11935 ONOt Applicable __._.....__.............__.._..;_._..._._..._................_...........__.... ...__.__.. _.__._.._......._.. .._........ . ... .._......_...................................._ - _ co aDRAWINGPE aoYrs. _......... 403.4 HVAC Tsiping conveying fluids R- R- DComplies Requirement will be met. (FR17}y above,105 PF or chilled fluids DDoes Not ENERGY COMPLIANCE below'55 OF are insulated to>_R- Location an ptansispec: 3. Di�lot Observable SEE DRAWING T-10D Dicot Applicable Cr3MPLlA{�iC'F Nt�-rF�: SHEET 1 l 403.4.1 Protection of insulaUton on HVAC DComplies - Requirement will be met. IFR241' piping, ❑Does Not Location on planslspec: Ljietot Observable SEE DRAWING T-100 i ti4otApplicab�e COMPLIANCE NOTES } 403.5.3 Hot wafer pipes are insulated to R- R- l�Camplies Requirement will be met. (FR181z >R-3.: DDoes Not Location on plans/spec: Dl�ot Observable SFE DRAINING T-100 seal&signature: date: DEC 16, 2016 ONttat Applicable COMPLIANCE NOTES _....._...........___.._.__....._...__.__:._.__....._..._......_._.._...._.__ .........................._....,_..___.._.____...___.____-_ _...._..____.._.__..------._ ___... _.___ __..__.... _ __.___.___.__....__.__._._......_ project no.: 7- 015 403.6 Automatic or gravity dampers are DComplies Requirement will be met. (FR19I7 instatl?d on all outdoor air DDoes Not vtM Ryo, drawn by: AE, MS rntali.e�and exhausts. f t INvot Observable 'S'.r� DNot Applicable k '' -..__._u.._...._...,.._.._.._._.._........._..........._.,....._..._............._....__....._._... __�.__ checked by: M •ir drawing no.: Additional Corn mentsfAssu mptions: - i EN-001 . 00 r -g ..... _............ fl� 1 2 $Medium tm ct Tier 2 3 Low Im act Ter Hi h Im act Tier i 2 Medium Im ct Tier 2 3 Low fm act Tier 3 Hi li i r 1 Hi Impact 1 i 3 1 1 1 Im act Tier 1 2 Med u n tm ct Tier 2 t ilk p (Tier } f ( _.:.... .:., _..p.. { ) t 9 p ( ) l ( ) ) 3 Low tm t Tier 3 p g t i ( ) p pa ( } i i � Project Title: Akselrad Residence Report date: 12/16/16 Project Title:Ak�elrad Residence Report elate: 12116116 Project Title: Akselrad Residence Report date: 12/16116 cad file no.: Data filename:E'1SCA SYNOLOGY\5tudio Share\studio jobsX07-2015 4125 nassau paint Page 4 of'11 Data filename:\\SCA SYNOl_OGY\Studio Share\studio jobs\07-2015 4125 nassau point Page S of11 Data filename:4\SCA SYNOLOGY\Studio Share\studio jobs107-2015 4125 nassau point Page 6 ofll road\consultants\civi eengineer\out\2016_l2_16\REScheck-Web compliance data.rxi road\consuttant�\civil engin r\outk2416_12 16\REScheck-Web compliance-data.rxl roadtconsultants\civil engineer\out\2016_12_16\REScheck-Web_compliance_data.rxl ©copyright studio Cicetti architect pc I general note: d Section F - - all drawings, specifications, tans, ideas, arrangements, an Section � g p p g # ; #rsulatfon Inspection Plans Ver ed Field Verified Complies? Comments/Assam tions ? tine! Ins action prezvisions Pans Verified == Field Verified ; 7 F Corm lies. ? Comments/Assumptions r' value Valr.#e p p I �' i varus ! varus r' designs represented or referred to are the property of and a i . �-�-�--- -�-�-��--�-- -� -_------- - owned by studio Cicetti architect whether the protect for i pc w ' 303.1 Al!installed insulation is labeled ClCamfilies Requirement will be met. 402.1.1, Ceilincry insulation R-value. R- R- ❑Complies see the t nvetageAssernktes (IN13J2 or the irntalled R-values 0Does Not 402.2.1. F7, wood r-1Wond IDDoes Not t��'�for values, which they are prepared is executed or not. they are created, provided. E]Not Observable 402.2.2, F-" Steel L Steel evolved, developed, and produced solely for use on and in 4Q2.2.6 EINot Observable Ellvat Applicable l(Fr111 ❑Not Applicable connection with this project and none of the above may be 402.1.1, Floor insulation R-value. R- R- ❑Complies Sha?the Envelope Assemb?kes disclosed or given to or used by any person, firm, or table far vahtes. ...__._...___..._....__....._---......................... _ ........................... 4x2.2.6 Wood 171 wood ❑Does Not w_.____.__._.._.._._______._.._._....._.__....._.....___._______..__.___..__......._....-._.�..___......... _-_-_- .._......___._._.__ _........._._.. [tN1]1 .303.1.1.1, Ceiling insulation installed per DCompiies Requirement will be met. corporation for any use or purpose whatsoever, except upon ❑ Steel ❑ Steel ONot Observable ' 303.2 manufacturers instructions. ❑Does Not � the written permission and direction of studio Cicetti architect ONot Applicable (F121^ Blown insulation marked every Location on planslspec: •a ❑Not Observatrl<� IIA-400-2/A-404 c 3aa ft . E1Nat Applicable p 303,2. Floor insulation installed per ❑complies Requirement will be mei _._._....._..._...._.._..........._...._..............._......_..__.................._. _..__.._...................._...w........................................ ...._...........U..••..__..__....... ......_.............._.._.._..........................._..............._.........._..... . .............._.._.................... _.............._ 402.2.7 manufacturer's instructions and ODoes Not 402.2.3 Vented attics with air permeable ❑Complies Exception:Requirement is (iN211 in substantial contact with the Location on pianslspec: �[92212 insulation include baffle adjacent ❑Does Not not applicable. ❑lvlot Observable to soffit and eave vents that no. date submission €# underside of the subftaor,or floor 1/A-4aa-2/A-404 ❑Not Observable framing cavity insulation is in ONot Applicable i extends over insulation. contact with the top side of ❑Not Applicable sheathing,or continuous 402.2.4 Attic access hatch and door R- R- DComplies Requirement will be met. insulation is installed on the 1 F1311 insulation zyR-value•of tfie --- DDoes Not 12.16.2016 DOB FILING underside of floor framing and adjacent assembly. extends from the bottom to the E1Nat Observable top of all perimeter floor framing ONot Applicable _...........members. 4x2.4.1.2 Blowerdoor test 0 50 Fa. <=5 ACH 50=� ACH 50 - _ OComplies Requirement will be met. _..........u.__....._w.............w....w.w ....._........................ .... _____...._ - _._._ ..__. _°_.__-.__ . ..... 402.1.1. Wall insulation R-value.If this is a R- R- ❑complies See the Envelope Assemblies (FI1711 acts in Climate Zones 1-2,and DDaes Not 402.2.5, mass wall with at least Yz of the ❑ Wood E] wood ❑Does Not tatrk for values. <=3 alch in Climate Zones 3-8. [DNot Observable 402.2.6 wall insulation on the wall [IN311 exterior,the exterior insulation Mass E] Mass Not Observable ©Not Applicable requirement applies(1`111% Steel El Steel L:]Wot Applicable 403.2.3 Duct tightness test result of<=4 _ cf1111100 cfmllon ElComplies Exception:All ducts and air [F1411 cfm/100 ft2 across the system or fc ° it ❑Does Not handlers are located within <=3 cfm/lOO ft2 without air O le conditioned space. _......_......._.................... _..__...w_ �._._..____.w.-�....._._____................._.....___-_.._._...._.-__ _....__......_......_.._....._.__._....._..._....... handler�25 Pa. For rough-in bs nrab . Not e 303.2 Wall insulation is installed per DGomfslies Iterlcuirement will be met. tests,verification may need to E)Not Applicable Location on planslsper• [IN4)1 manufacturer's instructions. F]Does Not [ occur during Framing Inspection. SEE DRAWING T-100 ❑Not Observable Location on pianslspec: € COMPLIANCE NOTES 1/A-400-2/A-404 ._..._ ._._....... __ ____..._....__..___..._ .._.____.......___...................... . . €ot Applicable 403.3.2 Ducts are pressure tested to ft=...._ cfalnoo cfm/100 ❑Complies Exception:All ducts and air Additional Comments/Assumptions: [F12711 determine air leakage with fi m ElDoes Not handlers are located within either:Rough-in test:Total DNot Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ©Not Applicable Location on ptans/spec: w.g.across the system including SEE DRAWING T-100 the manufacturer's air handler COMPLIANCE NOTES enclosure if installed at time Of test.Costcan,5truction test:Total leakage measured with a press crre differential of 0.1 inch w.g. across the r.ntire system including the manufacturer's air } handler enclosure. I .........................._.............. . ... _.. _ _ _ 403.3.2.1 Air handler leakage designated [..._!Complies Requirement will be met. (F124)1 by manufacturer at<=2%of Oboes Not design air flow. ❑Not Observable DNot Applicable _....._..._.._...._......_............_.................. ...__..... __........v._...._....M........W....._.._._ _._..__...........__......__.._...._._.. _ ...... ._____.. _------------ 403.1.1 Programmable thermostats DCompiies Requirement will be met. �(F19p installed for control of primary ❑Does Not heating and cooling systems and Location on plans/spec: initially set by manufacturer to ❑Not Observable SEE DRAWING T-100 i Code s:peCif ications. DNot Applicable COMPLIANCE NOTES 5................................... °............,...«..................._.......__........_........................._..._........�...............« ..._.. .. ...... ..° .................... .. .. .... .. ... ............... ........_ 403.1.2 Heat pump thermostat.installed ❑Complies Exception: Requirement is [Fi1012 on heat frumps. DDoes Not not applicable. ©Not Observable .. _. ©Not Applicable 1 High imlaact trier i} 2 ;Medium impact!Tier 2} m 3 iiow Impact(Tier 3) 1 High Impact$Tier 1} r iecElum impact trier 2} _ pmt{Tier 3} 1 Hirth Impact(Tier 1} 2 `Medium Impact(Tree 2) 3 :Low impact ITier 3} l � .........__ _.._. ..._.__. w_. . ._......_..__....._.__..._.__.. ...._................_.... ....... _... _. ..._. _ ? 3 ;Ltr�v lm Project Title:Aktelrad Residence Report bate: '12(16116 Project Title:Ak selrad Residence Report date: 12/16116 Project Title:Akseirad Residence Report date: 12/16/16 Data filename:t,iSCA SYNOLOGYAStudia Sharetstudio jobs107-2015 4125 nassau point Page 7 of 11 Data filename:k1SCkSYMOLOGYtiStudio Share\studio jobs%07-2015 4125 nassau point Page 8 of11 Data filename:\LSCA 5YNOLOGY\Studio Sharelstudio jobsN07-2015 4125 nassau point Page 9 of11 roadlconsultants%civi eengineertoutt2016r12_16�REScheck-1Neb_compliance_data.rxi roadtconsultantslcivil engineer\out\2016_12_161RESc}peck-Web-compliance-data.rxl road\consultants\civil engineerlout12016-12_16\REScheck-Wel3_compliance_data.rxl CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC Section i section i 1 _ � 860 MONTAUK HIGHWAY # Final Inspection Provisions Plans Verified I Field Verified j Complies? Comments/Assumptions # Find Inspection Provisions i plans verified Field Verified Complies? � Comments/Assumptions Re 1D _._. i Value Value Value value n\\\\a\a� \\\ ...\gip ���a� 631-726-7600? ..._._.... .'_......... ...,....--Im_____m__...... .€�„.._..._._..._ .... '._._. __._____ F_______.._...._.. __..__.._..._,._...._...._.._.._._.__.,w..............______3._ ._........__-..__._..?...__...._......„_......_...__......_........_......_............-......._............__ � °� €. __. ... __.. _ _..._.._.... ._ _.._._ ' rte la LL, N 403.5. ��° \.\o a k7Z ll : Cirtul$ting service hot water C1Complies Requirement will be met. 4Q4.1.1 Fuet gas lighting systems leave ❑Complies Exceptton: Requirement is �\�c J' (FI1112 systems have automatic or ©Does Not (F12313 no continuous pilot light. Oboes Not not applicable. MEP ENGINEER NINO D'ANTONIO PE 1 x a� accessible manual Controls. Location on pians/spec: �'f ., � �`"1���r;•1,,��� ��� -, ;� , ONot Observable :, ONot Observable 1 ❑ANTONIO CONSULTING ENGINEERS SEE DRAWING T 1QQ .. k, �. ©Not Applicable COMPLIANCE NOTESONot APPti able 30 W. WAUKENA AVENUE 401.3 Compliance certifirzte posted. C1com ties Requirement will he met. Z3 6,i All mechanical ventilation system ©Complies Requirement will be met. P P P q \o. \ � .� , �.��. . �,: '. 00EANSIDE, 572 516.594.4284 F! fans rt f an listed fF171 D#laes Not ..,���\, ,.\.�. .\, �:� °�������\o����<;;;�s'.,,.�� <� ; [ 25I not a o tested d s ODoes =�.. \ .:,.' �. .�... ....� \�.:�., . ... �•... p oes Not o ._. �\\��\� n. .. ° ... HVAC!equipment meet efficacy p p �� �� �:�� :..:��..\ �:��.�.. �. ...�..\ ..;.. Location on plans/spec:ec: and a&°flow limits, ONot Observable []Not Observable 7/A400-2/404 Above-Grade Wall 20.00 STRUCTURAL ENGINEER ©Not Applicable ONot Applicable ��___.._..._ �__.__.�__.._.__....__._._......._...._ m_-m....__._..._....._.-____...._._.._r_.__...__..._........_.___.......__................._.__......._..._...____.._____._.._._..........................._................._____--___ Retow-Grade Wall 10.00 __....._................_.�.__._.___M,__.. ._____.._ _�........__,-.�_...____.__._.___.........._.___._.__._._...__..____._.....__.._._._.__..___. __....._______.__..._._._.._.._......._........_.._....... EVAN AKSELRAD, PE 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. (F126)2 through one-or two-pipe heating DDoes Not (Fi1813 mechanical and water heating CIDoes Not Floor 19.00 16 JAY STREET FL3 systems have outdoor setback Location on plans/spec: systems have been Provided. ❑ contras to lower boiler water []Not Observable SEE DRAWING T-100 Not Observable Ceiling/ Raaf 44.00 NEW YORK, NY 1 001 3 917.689.0301 temperature based on outdoor ONot Applicable COMPLIANCE NOTES _ Not Applicable _._..- ° �� ........__... _ ble _......_............................_.....___ __ __.__._ __.__.___ __. ___..._..._._.__ ..__ r__._ ____- ___ ___.._ _. _..°.... .............._._....._.._.__....__ Ductwork (unconditioned spaces):temperature, Additional Comment / ssu p ions. T 403.5.1.1 Heated water circulations steams ©Com lies Requirement will be met. ,- ,, ~:.;• °` . Y p q ... ft \ ' EN CONSULTANTS (FI2f312 have a circulation pump.The 1.IDoes Not �_..:. \..,::�:. ��\`.::.... ..... s sierra return pipe is a dedicated ._ :. .. ::.. :.: \ .::,:-:. \, �� \`:: 1319 NORTH SEA ROAD Y P P ©Nat Observable Window 0.30 0.26 SOUTHAMPTON, NY 1 1968 631 .283.6360 return pipe or a cold water supply'pipe.Gravity and thermos- ONot Applicable Door 0.30 0.21 , s hon circulation systems are not preseni .Controls for ; �, .�.° �.�� i>. >� ..:.��.���`•� '<\;.��.•. � � ���:.._ :\.,. _ circul4ting hot water system a .. ...\\\m..,...w,s..> ....... \ .. \ o..\....._....:.a:._. .. .. pumps start the pump with signal Heating System: Studio cicett' architect pc for hot water demand within the aCcup;3ncy.Controls Coaling System: 16.7 SEER 172 beard street, brooklyn, ny 11231 718.875.1460 automatically turn off the pump Water Heater: 90% when - ....- 4vater is!n Circulation loop is at s'_ t- olnt temperature and project: no demand for hot water exists . ....._.._. ........ -..r.._.. .wv._...._.... _. . v. - ._..................._........__...... .. °_._...__ _._.. _ _ _ m e a _ -- - . - �a MELISSA CICETTI D tea 12 16 2016 A03.5.1,2 Electric heat trace systems ❑Complies Exception: Requirement i5 ____ ___. _..... ....__.�_____....._.....___..___ AKSELRAD RESIDENCE (F12917 comply with IEEE 515.1 or UL ODoes Not not applicable. Comments 515,Controls automatically adjust the energy Input to the ©Not Observable heat tracing to maintain the ONot Applicable deslr6d water temperature in the piping. ___... ��_ ...�.� ..�_._�..�_....�r._....�.�...r......��_... ..� .._.. _�...___. .._..._-__ ..._...._..._.�__....._...... 403.5.2 Water distribution systems that ❑complies Requirement will be met. 4125 Nassau Point Rd. Cutcho gue NY 11935 [F13012 have recirculation pumps that ODoes Not pump water from a heated water suppl}i pipe back to the heated ONot Observable water:supple through cold ©Not Applicable ENERGY COMPLIANCE water!supplY pipe havea a 'demand recirculation water system.Pumps have controls that manage operation of the pump and limit the temperature SHEET 2 of the water entering the cold waterpiping to 1049F. _.._......__.._...._.._...._.. __....._..._......._..._...... . . w._ __-. .._.. _ _.._. . _ __ - _..._ W_._. . w _..__...._......_._.._._........._.._._...__........... 403.5.4 Drain water heat recovery units ©Complies Exception:Requirement is (FI3112 tested in accordance with CSA C1Does Not not applicable. B55.11 Potable water-side pressure toss of drain water heat ©Not Observable recov(-ry units<3 psi for Clluot applicable individual units connected to one ._ seal&signature: date: DEC 16, 2016 or two showers. Potable water- act no.: 07-2015 side pressure loss of drain water project heat recovery units<2 psi for individual units Connected to � �tyk >�C D A drawn by: AE, MS three try more showers. C! ���. checked b IVIC _.� re e 404.1 75%cif lamps in permanent ❑Complies Requirement will be met. y [F1611 fixtures or 750%of permanent ©pass Not ;` �. drawing no.: fixtur4s have high efficacy lamps. Does hot apply to low-voltage 0Not Observable lighting. ONotApplicable - - EN-002 . 00 1 Higtr tmfract(Tier 11 2 t<lediurrt Impact!Tier 2} f3 low Impact(Tier 3} jj 1 High impact(Tier 1) 1„2 Medium ImpactJTier 2} 3„stow impact trier 31 _ .........____.........-rrW ....._.._..._.__...._........_....__.........._..._............._....____........_.._._....._... .,.......... W.._....._.............__.._.__...._.....__.....F 1.......1_................._......... _. ._ OF N Project Title:Akselrad Residence Report date: 12/16/16 Project Title:Akseirad Residence Report date: 12/16116 cad file no.: Data filename:VSCA SYNOLOGY\Studio Sharetstudio jobs107-2015 4125 nassau point Page 10 of11 Data filename:�1SCkSYNOLOGrStudio Sharetstudio jobst07-2015 4125 nassau point Page 11 of11 roadlconsultant$%civi eengineertouti2016-12_16�REScheck-Web compliance data.rxl road\consultantslciv'sl engineerlout\2016_12_16\REScttetk-web compliance_data.rx! ©copyright studio Cicetti architect pc I UX bin C�. ex Hog Nec Bay 10 j 6 utclht_rle pwt is 16 2? 12 N/F JONI & JONATHAN SPENCER ms DWELLING W/ PUBLIC WATER cs.$-ay District Park L I T T L E 22 Vlf, 23 HOUSE DRAINAGE CALCULATIONS: 24 PROPOSED ±7.9'x3.0' FIRST FLOOR WOOD LANDING, THREE (3) WOOD 2.1 B POOL STEPS, ±6.5'x3.0' WOOD LANDING, & TWELVE (12) WOOD STEPS DRAINAGE AREA 1 30 PROPOSED TRENCH DRAIN TO DRYWELL STONE DRIVE: 217 S.F. X 0.6 X 2" = 21.7 C.F. Cute ogue SUBJECT ±2.7'x27.6' TWO STORY ADDITION ASPHALT DRIVE: 1,301 S.F. X 1.0 X 2" = 216.8 C.F. o Harbor PROPERTY ±49' PORTION OF EXISTING RESIDENCE TO BE REMOVED -GRADE- 0 ROOF: 2,258 S.F. X 1.0 X 2" = 376.3 C.F. PROPOSED ON Marsh ;P EXISTING ONE STORY FRAME HOUSE WITH PATIO & WALK: 1,001 S.F. X 1.0 X 2" = 166.8 C.F. Pt SLATE PATIO I PROPOSED SECOND STORY ADDITION ABOVE ±294 S.F. WOOD DECK TO BE REMOVED TOTAL = 781.6 C.F. 5 57'5 S.F. OF PS ±10'X24' ONE STORY ADDITION TO EXISTING GARAGE WITH ±3'x24' TO BEREMOVED EXISTING WOOD ARBOR TO BE REMOVED USE (2) 8' DIA. X 9.5' DEEP DRYWELLS = 802.3 C.F. EXTENSION OF NEW SECOND STORY TO REPLACE ROOF OVERHANG EXISTING ON-GRADE ±3.5'x9.4' PORTION OF S Ot DRAINAGE AREA 2 PROPOSED ON-GRADE SLATE PATIO SLATE PATIO r WOOD FENCE rn z PATIO TO BE REMOVED 0 LOCATION MAP TO REMAIN C31 ul (p, tn C1 A rR rn m _n 0 rri STONE DRIVE: 3,907 S.F. X 0.6 X 2" 390.7 C.F. 01 4, C) Ln C, r_j 0 SCALE: 1"=2,000' N/F PHYLLIS VANDYNE 99 I I N) j- \\,. - OM FEN I v I 1� LANDSCAPING: 2,229 S.F. X 0.2 X 2" 74.3 C.F. in 0 7 Lo m I C) ,I ., I VACANT N 78036 50 E 396.0 1 ' 000 6L .2' RBOR NK DGE ROW 10 D E�Kl�\ 0.2 IN TOTAL 465.0 C.F. /S ----------- DEEP DRYWELL 506.8 C.F. USE (1) 8' DIA. X 12 ROW 017 TREES ENC _�,I. OPI WALK-' C) UNULKUKU N W U L" _0NDERGRO6iNb!: :_E_. RIC LINE ANE SLATE-, -C� 5 TANK T DRAINAGE AREA 3 EXISTING -4' DIA. X 2' DEEP NG CESSPOIBE/ Z EXISTING 10 OSED AC LIN 0 285.8 C.F. --BE PROPOSED TtRRACE. ROOF & PATIO: 1,715 S.F. X 1.0 X 2" DRYWELL TO -REMOVED ABANDONED AND AMOVED/ K Ir V1.' N -1 AND,,REPLACED WITH �)_-8', IN�,,ACCORDANU. vvilm, c STEPS & WALK: 214 S.F. X 1.0 X 2" 35.7 C.F. 34.7' 11 'j. 4� , S�C.D.HS DIA. X...�,5' REE DA1 44fl 11 � , -STANDARDS, P DRYNELL5 0 TOTAL 321.5 C.F. P I USE (1) 8' DIA. X 8' DEEP DRYWELL 337.8 C.F. RA ±6.705.4 TWO 0 IN �4 PROPOSED GENERATOR-," 1 2 STORY ADDITION 3 DRAINAGE AREA 4 Ln PROPOSED GunER 70 DRYWELL II 00 POOL HOUSE: 314 S.F. X 1.0 X 2" 52.3 C.F. RELOCATE iII' III. BLOCK CURB' ;u POOL BACKWASH: 1,250 S.F. X 1.0 X 2" 208.3 C.F. PROPOSED MATERIAL AND ROOF OVERHMG L7 QiII 1,10 PROPOSED 10 BE REMOVED EQUIPMENT STAGING AREA It— ', - n )0 i 0 ON-GRADE li- 25.2' TOTAL 260.6 C.F. Ar TIO IF m ATIO 4,4-6%X 0 0 USE (1) 8' DIA. X 7' DEEP DRYWELL 295.6 C.F. C/) z 0 rT1 (A ;z LAMP h!: 3E /P 0 POry t p) C-) uAf 12.0' DRAINAGE AREA 5 0 ±125' POOL PATIO: 1,431 S.F. X 1.0 X 2" 238.5 C.F. ;u x ±77' ICL 0 P m / 1 ! till PORTION 6.7' "n 6�6 D SANITARY SYSTEM PROPOSED "T ZrLAIL USE (1) 8' DIA. X 6' DEEP DRYWELL 253.4 C.F. BE MNM PATIO TO j 11 TRENCH r IN (10) BEDROOMS ---_PROPOSED TERRACE R'QO m ONE I ST DRAIN_! F-1-1 (1)--z,0Uu UAL. SEPTIC TANK TE L F DRAIN (�P.)1 � ! i I I 6 �11A 90 D7N G� I I :1E u kz) AND TWO 13Y 14' DEEP 7 �-I­­ 20 �o'SANITARY LEA NG POOLS 0 20.2' C10 3 EXPANSION ST STAIRS AND PORTION OF (A __--±1i.8'x17.3' PORTION OF DdSTING Isf W ROOM, FOR 50% 4 Z r`1 0 R03LC 0 ±11.8"06.5' PORTION OF EIMNG Z I SLATE PATIO To BE STORY WOOD DECK,7O,BE REMOVED ANEP'I I c) REMOVED AND REPLACED FT71 X W W ED WITH IlStVORVADDITION "I DRAINAGE EX SETBACK LEGEND WI�TINO WATER LINE PATIO AND ±1l x9' STEP AREA LINEti, IST STORY WOOD DECK TO Rom EXISTING ±22'- ED EXISTING Ol ON GRADE LAMPI. i SLATE PATIO TO 52.0* REMAIN WITH NEW'OU` R XITCHEN 00 PONC I WALL " :1 X L mdpostu,IS UUL IRRIGATION WELL POST P= TO REMAIN PROPOSED ±22' T, P)ST PkOPOSED INLLI AIR cTII S1 UNIT PROTEC110 f5f;'.�, `_�Q]I I I I I \ . ,, A TB f MARY E. WERNER N EXISTIN % N/F EDWARD F. & !I i/ 8 R� I-, I , "k-�rE I III, , EM 1�!�N I ID I :Y0 PROPOSE DIA /12' PROPOSED DA3 1300 o� I I WALK TO EM IN' Lo mz LINE TO BE E TRENCH lip 11 DEEP DRYWELL (CONNECT, DRA IN DRAIN GRADE EL.: ±66' DWELLING WITH SANITARY AND ELOCATED �J� !,')I ! i I i 'TO EXMINGDRAIR) �xy x 11 4 A EXP IDIA, Ixf WAY `-65 4' QP OWNER AND APPLICANT: y I z WELL GREATER THAN 150 PROPOSED-/, 'DRYWEL1. _JBE REMOVED c/) 4. /WATER LINE'10 4.7' SILT SAND WITH GRAVEL (SM) IRA & SUSAN AKSELRAD 100' S1, EXISTING­--FRAME Typ. POOL"HOUSE 0 I , , "TO REMAIN g, 1965 BROADWAY, APT. 188 q�,, ,cy1 0 k_0�11� U,� /7 \�­,,>-, m,� *PAZEBO' Q, NEW YORK, NY 10023 0� w EL. 61.3' T_ AREA WftH' F - ----- 50' IN' 6"!6 i IT61���F! -E SITE DATA: I I BLOT -ORO 0 TO !BE!EsTABLISHED AND POSED CONCRETE�/- -PROPOSED WATER LINE.- __ _ 11 __ - . , , I - U 01_ 4, S 1,031 S�F� I DEEP 4 NON' LOT AREA: 75,409 S.F. (1.731 ACRES) PROPOSED CONjTR CTION­-� WASHOUT AREA 'tXISTIN6 . -DIA:-X' MAINTAINED A'.&, --V�RFAU -(1 2'X30') 'DRYWELL TO BE ENTRANCE t 0 f z 64,996 S.F. (BUILDABLE LAND LOT AREA LANDWARD OF BLUFF) JV5 SED SOIL RNOVED i 0 0 -1 EXISTING INGROUND PROP f" POOL TO REMAIN 'BREXK S rq i rri Fn z STOCKPILE AREA 650 S.F. 'ILT fFENCr-m- ��PROPOSED' I COARSE SAND WITH 12.3' GRAVEL (SP) m bMN ZONING NOTE: EXISTING EDGE TRENCH\ t PROPOSED WIRE BACKED DRAIN AT STONE WALL 64 4 OF CLEARING­ jP THE SUBJECT PARCEL IS LOCATED WITHIN THE R-40 ZONING SILT FENCE (859 LF.)'' '74 I-LLI-Li L I I I F' 1 1 3 r DISTRICT AND IS SUBJECT TO THE FOLLOWING DIMENSIONAL REGULATIONS. F�, EX.',1. 31 S. EXP _,�SLATE ��,,.Iy J; T 3 MINIMUM LOT SIZE: PID 40,000 S.F. > (D. ON-'GRADE SLATE PROPOSED SEASONAL SANITARY SYSTEM I Of SEPTIC TANK AND ONE J;� PATIO REMAIN Z y - , , i 1, TIDAL WETLANDS BOUNDARY EQUALS SEAWARD EL. 49' MINIMUM LOT WIDTH: 150' 77. ONt�l) 11,006GAL, SE I . lip 0 9 1 1 ; I ! 1 � I I li 1 1 !--p i m uv FACE OF BULKHEAD AS DETERMINED BY EN-CONSULTANTS, 05-10-2016 175 -BY 6' DEEP SANITARY LEACHING\ I.. TEST HOLE #1 MINIMUM LOT DEPTH: (1) 8' 6Lk- SL DA5 �POOL WrtH -ROOM FOR 50%­EXPANSION 2 DUG BY SHAWN M. BARRON, M.S. MAXIMUM HEIGHT: STORIES: 2.5 OSED CLEAR PROP "'EDGE OF 1�6 MARCH 15, 2016 0 ST' 35 RY) (17' NO G.W. ENCOUNTERED) HEIGHT: �DECIDUOU[S TREES NO D" __4( POOL, EQUIP LbCkTE \7- < SETBACK FROM -POOL CHIMNEY0 41 ­_ EATER THE CLOSEST USGS MONITORING WELL LOCATED IN *OODEd-ARE4, W, -fl � 0 00 H 7 of a/ WITHIN P000iOUSE (BACKWASH CREST OF DUNE: 10 DISCHARGED TO PROPOSED CUTCH LISTS THE HIGHEST RECORDED GROUNDWATER .... ........ (0 (CONVERTED TO NAVID 88) 8"1 D h0p!6i6l PIR6J61 WIrl"146! E ELEVATION AS 13.41 R�WELL DA4) MINIMUM YARDS: .... ...... Li- VLn USCS WELL NO. S 91814.1 F NCE11 11 lill (AOE�l6� 4!01:ST606XN!d�: 8,1�N(,, jF.) T 00 BREAK SIL FRONT: 5 0 TIN EDGE 1 1 _,AT_STONt*ALL_ EXIS ....... ' ' fill ill ! i 11 fl ; ill ill SIDE, FOR ONE: 15' OF EARING 0 I, E SIDE, TOTAL FOR BOTH: 351 09 FENCE C E C if LF E TCN X BLKI PIP&, y5 r1 1 , IN -FEN 1 '10 REAR: 5 FENCE' DEEk' J 0.6 4 2.5'N 11 j i ! i i 1'! I';' .l i ! I I i I ( I u /O.3fM NO c FOU TOTAL LOT COVERAGE: CONIC. MON. 0% 60 ­6j 6,?-WALCI WALL1 , FOR A LOT HAVING AN AREA OF 64,996 S.F. 0.9'4. 1.0'S. 0. O WOOD RETAINING WA CK cu MAXIMUM LOT COVERAGE = 20% N/F JAMES & E 0) (l (;I Q) ux qr EXISTING ONE STORY SEASONAL POOL 64,996 S.F. x 20% = 12,999.2 S.F. MARY ELLEN DUFFY HOUSE� S 78036'50" W 377.51 ' (INTERIOR TO BE REMODELED) 0 VACANT F. FL. EL: 51.2' G.FA: 316 S.F. LOT COVERAGE TABLE (BUILDABLE LAND) EXISTING CESSPOOL TO BE ABANDONED 80 On STRUCTURE EXISTING (S.F.) PROPOSED (S.F.) I I AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS DWELLING 3553.0 (5.46%) 3,781.3 (5.82%) WOOD DECK 716.6 (1.10%) 217.9 (0.33%) POOL 1396.6 (2.15%) 1,396.6 (2.15%) POOL HOUSE 314.0 (0.48%) 314.0 (0,48%) RAISED PATIO 446.1 (0.69%) 549.4 (0.84%) & STEPS HOUSE N/F MICHAEL & DARYL MALTER GAZEBO 110.5 (0.17%) 110.5 (0.17%) DWELLING W/ PUBLIC WATER ARBORS 146.2 (0.23%) 102.3 (0.16%) GARAGE TOTAL 6,683.0 (10.28%) 6,472.0 (9.95%) 12-21-2016 TH EROSION AND SEDIMENT CONTROL MEASURES VAG 0o SITE PLAN L101 PREPARED BY STUDIO CICETTI ARCHITECT PC 11-08-2016 TH LANDING AND STEPS VAG WAS USED FOR THESE CALCULATIONS. 09-28-2016 TH MAIN HOUSE SANITARY SYSTEM VAG 07-26-2016 TH GENERATOR,PATIO,BUFFER,STAIRS,&NOTES VAG GROSS FLOOR AREAS: DATE BY DESCRIPTION APPRVD EXISTING G.F.A.: 4,915 S.F. REVISIONS PROPOSED G.F.A.: 8,904 S.F. POOL HOUSE G.F.A.: 316 S.F. IRA & SUSAN AKSELRAD N/F JOAN D. KUBEC 1965 BROADWAY,APT.18B ABOVE AREAS PROVIDED BY STUDIO CICETTI ARCHITECT PC. DWELLING W/ WILL NEW YORK,NY 10023 GREATER THAN 150' AWAY AKSELRAD RESIDENCE 4125 NASSAU POINT ROAD,CUTCHOGUE,N.Y. NOTES: CARPENTER ROAD TAX MAP NO.:1000-111.00-09.00-006.004 THE EXISTING SITE FEATURES AND CONDITIONS AS SHOWN ARE BASED UPON A SURVEY OF LOTS 25 & 26, AMENDED MAP A OF NASSAU POINT, PREPARED BY NATHAN T. v NEw SITE PLAN CORWIN III LAND SURVEYOR, P.C., LAST DATED MARCH 07, 2016. GAS THE RAYNOR GROUP,P.E.&L.S.PLLC SUBDIVISION INFORMATION: THE REFERENCED PARCEL IS LOTS 25 & 26 OF THE CO SURVEYORS CIVIL ENGINEERS SITE PLANNERS AMENDED MAP A OF NASSAU POINT, FILE NO. 156, FILED AUGUST 16, 1922. 1 * cc DEERFIELD GREEN P.O.BOX 720 r I" WATER MILL,NY 11976 (631)726-7600 FOOTPRINTS OF NEIGHBORING STRUCTURES SCALED FROM NEARMAPS AERIAL IMAGERY. SCALE: 1 20' Or 20' 40' 60' 07 5NN DESIGNED BY: VAG SCALE: 1"=20' DWG.NO. prss1c4t•, DRAWN BY: TH DATE: 05/20/2016 C-1 ELEVATIONS AND CONTOURS SHOWN HEREON ARE BASED ON N.A.V.D. 88. VINCENT A.GAUDIELLO APPROVED BY: VAG FILE NO.: 3232 PROFESSIONAL ENGINEER NO.073544 I 50'MIN. I EXISTING EROSION CONTROL ME 3' PAVEMENT 2"X4" WOOD FRAME 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYSDEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE EXISTING-� �\ FILTER MOUNTABLE BERM SILT FENCE TO EXTEND STAKE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY GROUND CLOTH PROFILE (OPTIONAL) AROUND ENTIRE PERIMETER OF 1.5' MAX. j Z FIELD CONDITIONS AS CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: SILT FENCE TOPSOIL STOCKPILE, OR TO FABRIC 50'MIN. (SEE DETAIL) EXTEND AROUND DOWNSTREAM ��� �� EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. PORTION IF STOCKPILE IS ON SLOPE. * CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT 3 MIN. EXISTING 10 MIN. -I�I_ ml AREAS ARE EXPOSED. GROUND 10 -11��=EHv * THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES. (TYP) = -1111=11�III a. 'MIN.: EXISTING 12' IN. 12 =IIIA- - PAVEMENT °o. * SEDIMENT SHALL BE RETAINED ON THE SITE. SOIL STOCKPILE DROP INLET BURIED FABRIC SPECIFIC SEDIMENT CONTROL METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL PLAN VIEW WITH GATE MEASURES SHALL CONFORM TO THE "NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 10 MIN. 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE INSTALLED AS REQUIRED ALONG THE LIMITS OF ORIGINAL GROUND SURFACE Z4AS DISTURBANCE FOR THE DURATION OF THE WORK. NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT CONSTRUCTION SPECIFICATIONS PROPERTIES, WETLANDS OR ROADS. CONSTRUCTION SPECIFICATIONS 1' MIN. 1. STONE SIZE - USE 2 STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. �- I I I I ( � 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS 1AN ON-SITE DRAINAGE SWALE SHALL BE LOCATED BETWEEN THE TOPSOIL /� ``_ REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE WITH THE NATIONAL RESOURCES CONSERVATION SERVICE RECOMMENDATIONS. . 2. LENGTH - NOT LESS THAN 50 FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE GATHER EXCESS AT A 30 FOOT MINIMUM LENGTH WOULD APPLY). STOCKPILE AND OFF-SITE PROPERTY. CORNERS I I I I I 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF 2. REFERENCE IS MADE TO THE SILT FENCE DETAIL (ER-3) FOR MATERIALS SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. AS REQUIRED. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. AND INSTALLATION METHODS. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 3. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE CONSTRUCTION SPECIFICATIONS 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE STABILIZED WITH STRAW BLANKET OR SEEDED TO MINIMIZE EROSION. START OF CONSTRUCTION FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT ENTRANCE TO SITE. 4. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK LIMITED TO, CLEANING AND OR REPAIR OF SEDIMENT BASINS OR TRAPS, SEDIMENT BARRIERS, BERMS, DIVERSIONS, AND INLET AND AFTER RAIN EVENTS IN EXCESS OF HALF INCH (1/2 ") PER DAY OR 1• BEL USED FOR SHORT TERM AN EOSTOF IONS 0-85. BURLAP MAY PROTECTION. / 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING EQUAL SNOW MELT. REPAIR OR REPLACEMENT OF SILT FENCE SHALL BE OF STONE. MADE PROMPTLY AS NEEDED. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 5. SEDIMENT TRAPPED BY THE SILT FENCES SHALL BE REMOVED AND PROPERLY JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS DISPOSED OF WHENEVER SEDIMENT ACCUMULATION DEPTH AT THE SILT FENCE 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. IS APPROXIMATELY EQUAL TO TWELVE (12) INCHES (ONE-HALF OF SILT METAL WITH A MINIMUM LENGTH OF 3 FEET. LOCAL ROADS. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL SITE IS PERMANENTLY STABILIZED. FENCE HEIGHT). 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 6. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY BY VILLAGE ENGINEERING. WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. PERMANENTLY STABILIZED. AFTER PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE SYSTEM CLEANED AND MUST BE REMOVED IMMEDIATELY. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND FLUSHED AS NECESSARY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST 9. ENGINEERING DIVISION TO BE CONTACTED NO LESS THAN 48 HOURS IN ADVANCE, TO INSPECT EROSION CONTROL MEASURES, OF THE FABRIC FOR OVER FLOW STABILITY. DRAINAGE BEFORE BACKFILLING, BEFORE AND AFTER PAVING OF ROADS AND PARKING LOTS. FAILURE TO OBTAIN ENGINEERING 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH MAXIMUN DRAINAGE AREA 1 ACRE INSPECTIONS DURING THE CONSTRUCTION PROCESS WILL EITHER DELAY FINAL APPROVAL, OR INCUR SUBSTANTIAL COSTS TO THE RAIN. APPLICANT TO EXPOSE INSTALLED COMPONENTS, IN ORDER TO OBTAIN APPROVAL. STABILIZED CONSTRUCTION ENTRANCE DETAIL TEMPORARY SOIL STOCKPILE DETAIL FILTER FABRIC DROP INLET PROTECTION DETAIL NO SCALE NO SCALE NO SCALE WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE 10' MAX. C. TO C. W/ MAX. 6" MESH SPACING) 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. FINISHED GRADE ' (HEI- 1T OF FILTER 12 0 INTERCONNECTING PIPE 24 8"TRAFFIC BEARING COVER 6MIN STAPLE (2 PER BALE) 9-O" (MIN.) PLYWOOO� 8" MIN. 10 MIL PLASTIC LINING STRAW BALE PANTED WHITE 24' 11, IV (SEE NOTE 6) NOTE: BLACK LETTERS ® ® ® ® TOP RING TO BE WRAPPED NATIVE MATERIAL CONCRETE 0.5'LAG SCREWS PERSPECTIVE VIEW (OPTIONAL) WASHOUT WITH FILTER FABRIC WOOD OR METAL WOOD POST 3'X 3'X 8' 36" MIN. FENCE POST �,\ STAKES(2PER BALE) WOVEN WIRE FENCE (MIN. 14 1/2 SECTION A-A = NOTE: GAUGE W/ MAX. 6 MESH SPACING) ® ® ® ® I- 2• a CONTRACTOR SHALL WITH FILTER CLOTH 20"MIN. 118'DIA.STEEL WIRE � ® ® ® ® Q , WRAP DRYWELL RING FLOW LLj \��� UNDISTURBED GROUND CONCRETE EQUIVAL NITNDETAIL(OR //\ \\ \ ® ® ® ® > \\\�/ WITH FILTER FABRIC AS COMPACTED SOIL - STAPLE DETAIL i/�i/�\i/�` c� \`i/\�`i/\\`ij ORDERED BY ENGINEER. CO r-n 117-1 uj EMBED FILTER CLOTH 16"MIN. \� /\\ \\\�// �/ j A MIN. OF 6" IN GROUND. > �``i�/�``i�/\` ® ® ® ® w ` `��� w .j SECTION VIEW NOTES: 1a J \\�j//\\�j//\\�/ ® ® ® ® ��j//�j//� O 1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE ` ( IN') CONSTRUCTION SPECIFICATIONS LOCATED A MINIMUM OF 50 FT.FROM STORM DRAIN INLETS. , , , , , , - 2. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED \�/�� ® ® ® ® STAKE /� AREA AND ALLOWED TO HARDEN,THE CONCRETE SHOULD BE \\� \/\\\� BROKEN IF,REMOVED,AND DISPOSED OF OFFSITE. _ _ INP-) CONTRACTOR TO DISPOSE OF HARDENED CONCRETE ON A A A 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES REGULAR BASIS. Iwo _ - " „ "U" 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 OR STAPLES. POSTS SHALL BE STEEL EITHER T OR U TYPE OR HARDWOOD. FT.OF THE TEMPORARY CONCRETE WASHOUT FACILITY. - - ® r-3 11=11 8'O 3'-O" 4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES. - 10 MIL PLASTIC LINING (MIN.) TEARS,OR OTHER DEFECTS THAT COMPROMISE THE - - 93 C3 FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. IMPERMEABILITY OF THE MATERIAL , n 5. WASHOUT FACILITIES MUST BE CLEANED,OR NEW FACILITIES "NOTE: FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6 MAXIMUM MESH OPENING. MUST BE CONSTRUCTED AND READY FOR USE ONCE THE ® ® , WASHOUT IS 75%FULL. PLAN STRAW BALE(TYP.) 6 MIN. PENETRATION 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- 6. STRAW BALE AND STAPLES MAYBE SUBSTITUTED WITH BACKFILL MATERIAL SHALL BE INTO A VIRGIN STRATA LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, ALTERNATE SECURING MEASURES SUCH AS CONCRETE BLOCK. MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. CLEAN SAND AND GRAVEL OF SAND AND GRAVEL 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. GROUNDWATER T-O"(MIN.) 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN CONCRETE WASTE MANAGEMENT DETAILS "BULGES" DEVELOP IN THE SILT FENCE. N.T.S. ON - SITE DRAINAGE DRYWELL SILT FENCE EDETAIL N.T.S. NO 12-21-2016 TH EROSION AND SEDIMENT CONTROL MEASURES VAG 11-08-2016 TH LANDING AND STEPS VAG 09-28-2016 TH MAIN HOUSE SANITARY SYSTEM VAG 07-26-2016 TH GENERATOR,PATIO,BUFFER,STAIRS,&NOTES VAG DATE BY DESCRIPTION APPRVD REVISIONS IRA & SUSAN AKSELRAD 1965 BROADWAY,APT.18B NEW YORK,NY 10023 AKSELRAD RESIDENCE 4125 NASSAU POINT ROAD,CUTCHOGUE,N.Y. TAX MAP NO.:1000-111.00-09.00-006.004 ® ,iE� EROSION & SEDIMENT CONTROL DETAILS GENT GA� ® THE RAYNOR GROUP,P.E.&L.S.PLLC SURVEYORS CIVIL ENGINEERS SITE PLANNERS DEERFIELD GREEN P.O.BOX 720 ® WATER MILL,NY 11976 (631)726-7600 DWG.NO. Jr DESIGNED BY: VAG SCALE: 1"=20' 073E" �`+, ! DRAWN BY: TH DATE: 05/20/2016 C-2 vINcGA+JDIECto APPROVED BY: VAG FILE NO.: 3232 P FESSIONAL ENGINEER NO.073544 DEMOLITION NOTES: general note: all drawings, specifications, plans, ideas, arrangements, and 15'-9j" V.I.F. �pIflI I� I I 11 designs represented or referred to are the property of and Ilk III III III III III -V III-v III SII III III owned by studio Cicetti architect pc, whether the project for O1 REMOVE EX'G WINDOWS. _ which they are prepared is executed or not. they are created, -� 4T� \ \ +I14 114 I \2 REMOVE EX'G WINDOWS & DOOR(S). evolved, developed, and produced solely for use on and in III II 10 connection with this project and none of the above may be 'fit 11 -4-1[-V14 1�III T \ \3 REMOVEEX'G DECK STRUCTURE AND disclosed or given to or used by any person, firm, or \ \ \ \ — FOUNDATIONS. corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect \ _ \ \ \ \ \ \ LJ L_J O FOEX'G PLUMBING UINESES AND PC. FITTINGS. CAP ALLPLUMBING REMOVE EX'G CASEWORK no. date submission 13 \\ \ \ \\ \\ \ \\\ \\ © REMOVE EX'G GAS BURNING FIREPLACE AND \ \\ \ \\ \\ \\ \\ \ CHIMNEY 5.27.2016 DOB FILING \\ \ \ \\ I 7 REMOVE EX'G STAIRCASE 7.7.2016 ZONING BOARD OF APPEALS \ \\ \\\ \\ \\\ \\\ \ O ® REMOVE PORTION OF FOUNDATION WALL AND 11.23.2016 ISSUE FOR BID \ \\ \\ \\ \\\ \\\ \\ \\ FOOTINGS 12.16.2016 DOB FILING , 9 EXCAVATE SOIL FOR FOUNDATION EXTENSION REMOVE EX'G WOOD ARBOR \ -I EX'G CIRCULAR WINDOW TO BE REMOVED _j L \ \ \ -J L- -j \\ \ \ \ \ \ \\ \\ \\\ \\ \ 12 LINE OF EX'G SLAB ON GRADE ABOVE \ \\ \\ \\ \ \ \\ \ \\ \\\ \\ 13 EXISTING OUTDOOR AC UNITS TO BE \\ \ \ \\\ \ \ \\ \\\ \\\ \\ \ REMOVED \ \\\ \\\ \ \ \ \ \\\ \\\ \\ \\\ 14 EXISTING FLOOR SLAB TO BE REMOVED TO 6 \ \\ \ \ \\\ \\\ \\ \\\ INSTALL WASTE LINE. REFERENCE PLUMBING \\\ \\\ \\ \ \ ^ \ \\\ \\\ \\ \\\ DRAWINGS FOR EXACT LOCATION. ALL EXISTING INTERIOR DOORS AND TRIM TO BE REMOVED AND REPLACED IN EXISTING \ \ \ \\ \ \ \\\ \\ \\ \\\ \\\ OPENING UNLESS OTHERWISE NOTED. EXISTING MECHANICAL ROOM TO BE \ RECONFIGURED, EQUIPMENT TO BE \\ \\ \ \\\ \\\ \\ \\\ \\\ RELOCATED. REFERENCE MECHANICAL DRAWINGS. REMOVE FITTINGS AND SHOWER ENCLOSURE. ALL PLUMBING FIXTURES TO STAY \\ \ \ \ \\\ \ \\\ \ 1 g REMOVE FRONT WC PARTITION AND DOOR. EXISTING PORCELAIN TILE FLOOR IN HATCHED AREA. \\ \ \\\ \\\ \\ \\\ \\\ \\\\\ LEGEND: IN CIVIL ENGINEER VINCENT GAUDIELLO, PE \ 18 17 EXISTING CONSTRUCTION TO REMAIN. THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY EXISTING CONSTRUCTION TO BE WATER MILL, NEW YORK 11976 631-726-7600 — DEMOLISHED. MEP ENGINEER NINO D'ANTONIO, PE 1 I� �',' �' ,' �',' Z' ,' �� �' ' �' \\ \ \ AREA TO REMOVE EXISTING D'ANTONIO CONSULTING ENGINEERS PORCELAIN TILE FLOOR 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 AREA TO BE EXCAVATED STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FI-3 15'-5" V.I.F. NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT EN CONSULTANTS 1 1319 NORTH SEA ROAD 1 SOUTHAMPTON, NY 11968 631 .283.6360 I I studio cicetti architect pc 1 172 beard street, Brooklyn, ny 11231 718.875.1460 I I I I I I I I project: AKSELRAD RESIDENCE I I I I 1 1 4125 Nassau Point Rd., Cutchogue, NY 11935 I I I 1 12 11 1 BASEMENT FLOOR PLAN L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 1 12 1 DEMOLITION - - - - - - - - - - - - - - - - - - - - - - - seal&signature: date: DEC 16, 2016 project no.: 07-2015 drawn by: AE, MS r�5 +C=' checked by: IVIC drawing no.: " DIM- 1 00 . 00 t�EMENT FLOOR PLAN - DEMOLITIONNORTH /4'=1-0 OF cad file no.: ©copyright studio Cicetti architect pc L_ � I DEMOLITION NOTES: general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and 17'-31" V.I.F. \ REMOVE EX'G WINDOWS. owned b studio Cicetti architect c whether the project for Y P P J which they are prepared is executed or not. they are created, REMOVE EX'G WINDOWS & DOOR(S). evolved, developed, and produced solely for use on and in REMOVE PORTION OF EX'G DECK STRUCTURE connection with this project and none of the above may be AND FOUNDATIONS. disclosed or given to or used by any person, firm, or r r r r corporation for any use or purpose whatsoever, except upon REMOVE EX'G PLUMBING FIXTURES AND FITTINGS. the written permission and direction of studio Cicetti architect CAP ALL PLUMBING LINES REMOVE ALL EXISTING CEILING AND CEILING \\ \\ \\ \\ \\ \\ \\ \\ FRAMING UNLESS OTHERWISE NOTED no. date submission REMOVE ALL LIGHTING FIXTURES AND ELECTRICAL CIRCUITRY ON CEILINGS 5.27.2016 DOB FILING REMOVE EX'G CASEWORK 7.7.2016 ZONING BOARD OF APPEALS ® REMOVE EX G GAS BURNING FIREPLACE AND r r r r \\ \\ \\\ \\ \\ \\ \\ \\ CHIMNEY 11 .23.2016 ISSUE FOR BID \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 12.16.2016 DOB FILING r r / 9 REMOVE EX'G STAIRCASE rr // / 10 REMOVE PORTION OF EX'G WALL FOR NEW WINDOW OPENING. REMOVE ALL APPLIANCES, CABINETRY, AND PLUMBING FIXTURES. SALVAGE APPLIANCES FOR / F REUSE. CAP GAS & PLUMBING LINES. rr rr ,' rrr 12 EX'G ELECTRICAL PANELS. TO BE RELOCATED IN DN NEW ELECTRICAL ROOM IN GARAGE. r rr/rrr /rrr 5 6 13 REMOVE EX'G GARAGE DOOR. REMOVE EX'G RAILING & RAIL POSTS r r rrr rr 'r rr \ I 15 REMOVE EX'G BLUESTONE FLOOR FROM PORTION OF PATIO r r REMOVE LUESTONE TIO AND EXCAVATE FOR RELOCATED FOUNDATION REMOVE EX'G BLUESTONE PATIO, ROOF L — EXTENSION AND WOOD POSTS. rF 11 \ \ 1 g REMOVE EXISTING EXTERIOR SIDING ON I I REMAINING WALLS FOR THE LENGTH OF — — — PERIMETER SHOWN _1DN 5 6 LL\ ___\ POORTTIO REOF EXISTING RAISED BLUESTONE DECK \ LBE 1 LEGEND: / 7'-41„ a ° O 4 7 ON_ _ _ 2 _ _ EXISTING CONSTRUCTION TO REMAIN. EXISTING CONSTRUCTION TO BE CIVIL ENGINEER VINCENT GAUDIELLO, PE — —� —� 12 rrr rrr ,' \ E — DEMOLISHED. THE RAYNOR GROUP, P.E. & L.S. PLLC 10 ° \\\ \\\ \\\\\\ \ ,rrr , ,r rr , ,r rr 860 MONTAUK HIGHWAY EXISTING FLOOR FINISH AND STRUCTURE WATER MILL, NEW YORK 11976 631-726-7600 IN SHOWN AREA TO BE DEMOLISHED. MEP ENGINEER NINO D'ANTONIO, PE LLD'ANTONIO CONSULTING ENGINEERS \ EXISTING FLOOR FINISH IN SHOWN AREA ON TO BE REMOVED. 30 W. WAUKENA AVENUE \\ \\ \\ \\ \\ OCEANSIDE, NY 11572 516.594.4284 LO \ \\\\\\ \\ \\\\\\ \\\ \\\\\ \\\\\ \\\\\\ \\\\\\\\\\\\\ \\ STRUCTURAL ENGINEER \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ EVAN AKSELRAD, PE LL; \\\\\ \\\\\\\\\\\\\\\\\\\\\\ > �1 16 JAY STREET FL-3 > \\ \\\ \\\\\\ \\\ \\ \\\ \\\\ Ln NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT 1 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ EN CONSULTANTS \\\\\\\\\\\\\ \ \ \\ \ \ E 1319 NORTH SEA ROAD \\\\\\\\\\\\\ SOUTHAMPTON, NY 11968 631 .283.6360CD studio cicetti architect pc \\\\\\\\\\\\\\ 7 10 172 beard street, Brooklyn, ny 11231 718.875.1460 \\\\\\\\\\\\ > project: \\ \\ \\ \\ AKSELRAD RESIDENCE ;n > 13 \\\\\\\\\\\\\ 75 I 4125 Nassau Point Rd., Cutchogue, NY 11935 \\\\\\\\\\\\\\ FIRST FLOOR PLAN \\\\\ \ DEMOLITION \\\\ \ 34'-0" V.I.F. 9'-1J" V.I.F. seal&signature: date: DEC 162201 18 project no.: 07-2015 cfaE) AF��,� drawn by: AE, MS checked by: IVIG drawing no.: � i DM- 1 01 . 00 � FIRST FLOOR PLAN - DEMOLITION NORTH SCALE: 1/4'=1'-0' cad file no.: ©copyright studio Cicetti architect pc i DEMOLITION NOTES: general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and O1 REMOVE EX'G ROOF SHINGLES, SHEATHING AND owned by studio Cicetti architect pc, whether the project for FRAMING which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in REMOVE EX'G MASONRY CHIMNEY connection with this project and none of the above may be disclosed or given to or used by any person, firm, or \ / 0 REMOVE EX'G FLAT RODE, SHEATHING , FRAMING corporation for any use or purpose whatsoever, except upon \ / AND RAILING the written permission and direction of studio Cicetti architect \ / ® REMOVE EX'G CUPOLA pc• \ / no. date submission \ / LEGEND: \ / 5.27.2016 DOB FILING \ / EXISTING CONSTRUCTION TO REMAIN. 7.7.2016 ZONING BOARD OF APPEALS \ / 11 .23.2016 ISSUE FOR BID \ / EXISTING CONSTRUCTION TO BE 12.16.2016 DOB FILING _ REMOVED. / \ / / � 1 \ I / I 4 I 1 J CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 / I WATER MILL , NEW YORK 11976 631-726-7600 MEP ENGINEER NINO/ / I ONIO, PE D'ANTONIO CONSULTING ENGINEERS I / 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 / STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FI-3 NEW YORK, NY 10013 917.689.0301 — — — — — — — — FILING CONSULTANT EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 II studio cicetti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1460 project: AKSELRAD RESIDENCE 3 (I 4125 Nassau Point Rd., Cutchogue, NY 11935 I I I ROOF PLAN DEMOLITION seal&signature: date: DEC 16, 2016 project no.: 07-2015 �oED A�?o drawn by: AE, MS Cts checked by: IVIC drawiw- o.: DM- 1 02 . 00 ORSU ,i4• -o• NORTH OF N� cad file no.: ©copyright studio Cicetti architect pc L_ J a D 1 C4-- A-202general note: E FR G H LEGEND: all drawings, specifications, plans, ideas, arrangements, and 63'-10 designs represented or referred to are the property of and 29'_10" 13 17 34144" EXISTING WALLS owned by studio Cice tti architect pc, whether the project for which they are prepared is executed or not. they are created, X 7 evolved, developed, and produced solely for use on and in 14 6'-4j" 003 5 " 002 001 4'-7 " 16 _ 17 A-460 NEW WALLS connection with this project and none of the above may be disclosed or given to or used by any person, firm, or 5 GROUND corporation for any use or purpose whatsoever, except upon 3'-0" I I I III the written permission and direction of studio Cicetti architect 2 _ _ i i � - - - I— � pc. UP" I C-4 005 i I I I I I o I Pa _ I l t Aa 1 1 no. date submission 013 BATH OOM `� 2,w9 ,� 6 I I I 1 1 1 1 RL- 1 CONSTRUCTION NOTES: P3 SK 2 012 EXERCISE ROOM �'— , I I I I 1REF. O ® I I _ SHWR. WIC• a P2 003RCH OU N — I � 5.27.2016 DOB FILING 15 O 1 NEW OUTDOOR KITCHEN ON EXISTING A-303 I 014 CL SET BLUESTONE PATIO, SEE DWG# A-460 FOR 7.7.2016 ZONING BOARD OF APPEALS E11, l -� 004 I I I I I C5@ I SPECIFICATION AND DETAILS 11 .23.2016 ISSUE FOR BID N 3 s 8'-111' I I / 10 �I I IFJ� III 5, " SK I O NEW BATHROOM. NEW PLUMBING FIXTURES 12.16.2016 DOB FILING ft I I I 1 1 _ J AND FITTINGS AND FINISHES. - - � LT - - - - - - - _ ZI uPO3 NEW GAS FIREPLACE, SEE DWG# A-640 FOR i 002 .. i 001 SPECIFICATION AND DETAILS O LI FP. � I- - - - - - --� 014 N Io T of I 8'-4j" I I I 13 ® NEW CASEWORK, SEE A-650'S FOR \ 1003 IBEDROOM DETAILED DRAWINGS NEW POSTS AND FOOTINGS FOR NEW STAIRCASE. „ 3 `i 2 Ni2 6 NEW STAIR. SEE A-500 SERIES DRAWINGS i I I 008 MECHANICAL 1g0 I I I O W I O NEW SLAB ON GRADE WITH FOOTINGS AT 12 J FIRST FLOOR LEVEL, SEE STRUCTURAL Q DRAWINGS NEW 010 S REENING ROOM ® STRUCTURAL ADRAW NGTION LS WITH FOOTING, SEE I I I I I I 4 02 IFAMILY ROOM O NEW CENTRAL VACUUM SYSTEM THROUGHOUT. 10 � ai 013 REF_ P5 P6 1Q SCREENING ROOM WALLS AND CEILINGS TO BE REPAINTED i � REFI I �, 1 1 NEW FITTINGS IN EXISTING LOCATIONS. NEW 011 010 SHOWER ENCLOSURE = 015 \ 12 NEW MECHANICAL ROOM, REFERENCE 012 N E 001 HALLWAY 09 MECHANICAL DRAWINGS FOR EQUIPMENT A-201 ;,zi 10 11 STORAGE O LOCATIONS. � 006 I I /47 N 60 s 1 O9 I I 008 005 CLOSET i 13 EXISTING PAINTED FACE-BRICK EXTERIOR 8'-8j" w 12'-11j" 6'-q " P� SIDING TO REMAIN THROUGHOUT BASEMENT ILIO LEVEL. REPOINT AND REPLACE AS 1'-11" 004 BATHROOM NECESSARY. 007 LIBRARY � i- - - - - - - - - - - - - - -_—_—_ I uP I _ I E 1 11 / 14 LINE OF FIRST FLOOR ABOVE. CIVIL ENGINEER VINCENT GAUDIELLO, PE E � 007 �� — _ I THE RAYNOR GROUP, P.E. & L.S. PLLC N 4 S 1 120 STAIR // 3 I 15 ROOF DRAINS TO BE CONNECTED TO NEW 860 MONTAUK HIGHWAY N s DRYWELL OFF PORCH. SEE SITE PLAN FOR WATER MILL, NEW YORK 11976 631-726-7600 A w 60 1 LOCATION. w @ , A-203 MEP ENGINEER NINO D'ANTONIO, PE 006CLOSET 16 NEW STEEL POSTS ON EXISTING FOOTINGS. D'ANTONIO CONSULTING ENGINEERS CLAD TO MATCH EXISTING. 30 W. WAUKENA AVENUE Li 17 REPAIR EXISTING POSTS AS REQUIRED OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FL3 3 I I I I NEW YORK, NY 10013 917.689.0301 A-500 8 FILING CONSULTANT EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 ( I I ( I I I I project: AKSELRAD RESIDENCE I I I I I I I I I 4125 Nassau Point Rd., Cutchogue, NY 11935 I I BASEMENT FLOOR PLAN - - - - - - - - - - - - - I I II II s ASEM�ENT FLOOR PLAN seal&signature: date: DEC 16, 2016 I ( I I I I I I I I project no.: 07-2015 �e!-D At �,'rY drawn by: AE, MS checked by: MC A-200 drawing no.: A- 100 . 00 I N0RTH ���� OF cad file no.: _ F_ ©copyright studio Cicetti architect pc L_ � general note: D D 1 D LEGEND: all drawings, specifications, plans, ideas, arrangements, and QE FR G H designs represented or referred to are the property of and Y B R o C o D A-2o2 6 -7" 0 EXISTING WALLS owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, 10'-0" 50'-T ILI 16'-7" 7 developed, and produced solely for use on and in X N" 15'- CJ„ LI 0 NEW WALLS connection with this project and none of the above may be 113 112 disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. 2 � — — j no. date submission / 20 11 CONSTRUCTION NOTES: i I I I I I I 19 5.27.2016 DOB FILING <-� 112 INNING ROOM — 3 O NEW WOOD FLOORING 104 � 7.7.2016 ZONING BOARD OF APPEALS O2 NEW BATHROOM. ALL NEW PLUMBING 11 .23.2016 ISSUE FOR BID -303 I � FIXTURES, FITTINGS AND FINISHES 12.16.2016 DOB FILING 1 I I 111 ILIVING ROOM O3 NEW GAS FIREPLACE, SEE DWG A-640 E 2a -2FOR SPECIFICATION AND DETAILS 14 N 6o s \ ® NEW CASEWORK, SEE A-650'S FOR rH 17DETAILED DRAWINGS UP I w I 102 =r_ O5 NEW STAIR. REFERENCE A-500 SERIES 4 I I I I I 1 I I N DRAWINGS 15 16 1 I — 21 123 STAIR 4 111 © NEW OUTDOOR AC UNITS ON CONCRETE E i 60 O � PADS, REFERENCE MECHANICAL DRAWINGS w N gp s O EXISTING FINISHED BATHROOMS TO iREMAIN. PROTECT THROUGHOUT I I I FP I I I I w DN DEMOLITION AND CONSTRUCTION ® NEW KITCHEN. ALL NEW PLUMBING FIXTURES, FITTINGS, APPLIANCES AND W.F. I FINISHES. KITCHEN CABINETRY — 109 BEDR M I As _ FABRICATION AND INSTALLATION ON I I E P5 P6 2s I I I I SEPARATE CONTRACT. Z � 3 N s \ I Og NEW LAUNDRY ROOM. 1 6O a 4 [[5„ ' 7'-8 ' 4'-44" '�' — � E1 ALIGN 10 EPDXYNEW °NCRETE FIN SH COATING, SEERFIDNISHITSCH. 1.M. 3 R - - °W' - _ - 1'. - - �, " 1�4 — — 11 NEW RAILING ON EXISTING OUTDOOR 114 I 113 KITCHE 17 =4I ~r* PORCH. P8 I L Q�MIC. A 112 113 ¢ I DN 12 ON-GRADE BLUE STONE PATHWAY — — ® 101 ENTRY N 17 EXTENSION S p p 116 115 108 CLOSET 'cam T.C. A7 3 I SK (M I REF. E II ' 111 110 ; 13 NEW RAISED BLUE STONE ENTRY PATIO 3,-7„ S-7J„ 3P-71" 3'-7" Q O 60 Q Ps EQ N 1 s 102 HALLWAY ** z 1 14 NEW WOOD STAIRCASE REC. w z ®i ®t 60 J A-203 — 6'-8 " 7'-0" Q 6'-7 " '� g,-,11j„ g,-8„ "1,-gj„ C d- Q + 15 NEW 10' HIGH CEILINGS THROUGHOUT 103 POWDER RM. EXCEPT IN BATHROOMS 105 & 107 CIVIL ENGINEER VINCENT GAUDIELLO, PE r 110 THE RAYNOR GROUP, P.E. & L.S. PLLC CN A9 Q.T. I I UP I 105 3 3 1 O 16 NEW CENTRAL VACUUM SYSTEM860 MONTAUK HIGHWAY 118 ; I 5 1 111" THROUGHOUT. WATER MILL, NEW YORK 11976 631-726-7600 E N 117 I - 72 �i 119 E A I 120 STAIR 2 '� SK. Cl 109 109 '� 17 NEW FIT OUT FOR REDUCED CLOSET MEP ENGINEER NINO D'ANTONIO, PE S ' - -3 � VV DANTONIO CONSULTING ENGINEERS 115 1 - 0 1 1-6J A � A N 1 s I N P3 07 BATHROOM 18 EXISTING PAINTED FACE-BRICK EXTERIOR 30 W. WAUKENA AVENUE ' 3 � 60 2 _ SIDING TO REMAIN. REPOINT AND cli11 POWDE R OM I C1 2 I P2 122 114 PANTRY w '� I C � N 60 s . C REPLACE AS NECESSARY. OCEANSIDE, NY 11572 516.594.4284 - 4 SK. C UP e �., DN 19 EXISTING GUTTER AND LEADER ON FIRST STRUCTURAL ENGINEER 1 P7 2 4'-0 " 3L\ I '-6" a FLOOR TERRACE TO BE REPLACED. VAN AKSELRA ,E6 JAY STREET DL3 E A-201 W/D A E 118 MECH. RM. 4'- 101 102 20 GC TO DETERMINE ON SITE WHETHER NEW YORK, NY 10013 917.689.0301 117 MUD ROOM it A 5'-9 "' ROOF DRAIN WILL BE REQUIRED. - - N 5 s 'i I I ALI N I FILING CONSULTANT 120 60 1 105 B TTHROO EN CONSULTANTS 116 LAUND s „ - \ w I 60 s/ / O 1 3 13 1319 NORTH SEA ROAD 116 0 -6 11 3 6 7 O O 106 CLOSET SOUTHAMPTON, NY 11968 631 .283.6360 00 21 NTRY P TIO N 123 106 I studio Cicetti architect pc 1'-11 121 1'-11 " 2 10 108 UP O 172 beard street, Brooklyn, ny 11231 718.875.1460 Em � A A-500 104 E ALIGN project: N 2 S I I I 1 I I AKSELRAD RESIDENCE 60 _ A-204 104 BEDROOM ) W � 2 i -204/ `� E 1 -302 3 A-302 4125 Nassau Point Rd., Cutchogue, NY 11935 rn N 60 s N ALIGN I w I 11 GARAGE �'- 1 I 108 FIRST1 8 105 FLOOR PLAN ^ l N — 5-24„ 106 107 I 5'-24„ 6 117 seal&signature: date: DEC 16, 2016 10 project no.: 07-2015 I I I I I �ED Af��,� drawn by: AE, MS checked by: MC A-too FIRST FLOOR PLAN � '� �.., drawing no.: r.. 12 tP , A- 101 . 00 6'-2�" I L 124 125 I C-21" _ I I I I NORTH ' OF -6 " 4'-3j" 27'-5" 17° 3 " cad file no.: ©copyright studio Cicetti architect pc I general note: D D 1 D LEGEND: all drawings, specifications, plans, ideas, arrangements, and Y AR B R C D designs represented or referred to are the property of and 66#-7f' 0 EXISTING EXTERIOR WALLS owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, 12'-10" 18'-91" 34 -11j" evolved, developed, and produced solely for use on and in NEW PARTITIONS connection with this project and none of the above may be X 0 " / 215 _ _ disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect — I — — — — — I— — — pc. no. date submission CONSTRUCTION NOTES: I S216 BT. I SHW . 1214 — — — 8' y 19 ERR CE 6 II _ I I I II 1 I 5.27.2016 DOB FILING i 0 NEW GAS FIREPLACE, SEE DWG# A-640 7.7.2016 ZONING BOARD OF APPEALS FI I E '-6' FOR SPECIFICATION AND DETAILS 11.23.2016 ISSUE FOR BID 1 N 3 S I 210 I Ii O NEW CASEWORK 12.16.2016 DOB FILING A-303 I 2 61 I I 1 _ _ ,L„ I 212 211 - T O NEW STAIR. REFERENCE A-500 SERIES SK. i W � /� S � \ 6 b 5 1— DRAWINGS I \ 11 ER BAT ® WALK-IN CLOSET INTERIOR CASEWORK. REFERENCE MILLWORK DETAILS PAGES. 77'7I 16' 0 " I —IJ 5 NEW CENTRAL VACUUM SYSTEM 1 a, C >W-11tC4 1 I 09 MASTER BEDROOM I 2 i 1 II 1 O THROUGHOUT. © BLUESTONE PAVERS ON BISON, LEVEL.IT 211 ^ N 2 s PEDESTALS. 1 61 I I A E ' 1 W ( I I N 4( 2 S � 4 1/ \� M I I I I I I \ I I 6o I 210 '� �� 2 A I — — — � - - - - - - - - - -1 - - - - - - - I I w _ 1 ER W.LC• 1 I 212 I 2'-0' E 07 AMILY ROOM � — — / E E I E 06 IBEDRQLMJ I 3 1 N 2 S I 1 , <F> N 60 S N s1 s I ;I 1 � I w I 1 I I I � W ,> Al O � 74 T �< r-1 213 I FP. — - - / \ ALM _ _ 5'-9j„ A2 1 1 �� A2 1'-11JI' 3'-61' A 00 I 210 M TR STE. HALL A — — — — — — 2 5 N N - - - I 2 0 207 IS X 1 - - - - 4 E 5 206 222 N 1 S N 6 S IA � rt 607 Z M W C1 ' 1 218 I Al A — 1 8 E ESTIBULE O 1 w 01 HALLWAY] I Q i� t I ;� 221 5 02 LAUNDRY RM I a in 1' 9` '� `o Ln �M1111 223 / IIS 05 BA HROOM n 209 W.C. —. a 1 — 5 -6 ' _ S _� II - - - - - - - - A , , 61 � — — - — — — CIVIL ENGINEER VINCENT GAUDIELLO, PE �— — — — — — — THE RAYNOR GROUP, P.E. & L.S. PLLC I ` I LL 860 MONTAUK HIGHWAY 14 HIS BATHROOM 2,_6„ A A 3 SK E _ 201 Pt SK. " L i' SHW� i I o WATER MILL, NEW YORK 11976 631-726-7600 1 MEP ENGINEER NINO D'ANTONIO, PE A-201 "' — — — — — 2 S ." t® I D'ANTONIO CONSULTING ENGINEERS -ir — �_� E 215 _ _ _ OPEN TO BELOWI w 1 \ BT. C3 A-203 30 W. WAUKENA AVENUE 1 OCEANSIDE, NY 11572 516.594.4284 N S — 1 -I \ 1 IS I. . / I I NI 1 219 I fl \ 61 ALIGN I I , n I I I W I p I 607 N 2 S 04 BATHROOM STRUCTURAL ENGINEER SHWR. / W216 2L0 1 I N 3 S i ® I A5 ns i 60 EVAN AKSELRAD, PE 41-3j" c� — �, 16 JAY STREET FL3 I( — / 5'-0„ 61 8'-7 ( '- — — �'t�` 8 "— —— — —� — I w "' I NEW YORK, NY 10013 917.689.0301 _JLis i _ A C I ® C1 �i K. C � / I \ 201 1 202 i 1 1 I / � W,C, I FILING CONSULTANT A-500 EN CONSULTANTS 34 1 1 2P-601 — — I 4,/8„ 5' LII 1319 NORTH SEA ROAD 1'-8 ' 1 1 " — —2�4 I SOUTHAMPTON, NY 11968 631 .283.6360 1 217 j 18 -100 0 - - - - - - A 2 2 2 T 3' 6 " I studio cicetti architect pc N E 1 1) C I A I ( � 172 beard street, brooklyn, ny 11231 718.875.1460 II I IC I I I S � I I - - - \I 218 1 61 I co 1220 1 1 project: 1 S W N 1 N ' ' ( AKSELRAD RESIDENCE 61 1 I I I N I I A-204 1 03 BEDR00 I 207 WI E I — 2 1217 ISTQRAGE 1216 FFICE I A-204 ^ I �TT 1 A-302 I I N 609 S A-302 4125 Nassau Point Rd., Cutchogue, NY 11935 1 I I I 1 I 204 W C_,J 2SI r - - - I SECOND FLOOR PLAN LO 1 1 I i 1 I I l i 205 206 seal&signature: date: DEC 16, 2016 \ / / 2 project no.: 07-2015 aSCA1 CONQ FLOOR PLAN S cyE: i/a•=�'-o' �� ��� �R � drawn by: E, MI checked by: MC I �* '�` �.�5 drawing no.: � 1 ERR CE A-200 t A- 102 . 00 I I NORTH O�� `� -6� ?_4'-3i11 271-5" 17 3j„ cad file no.: 70'-7" ©copyright studio Cicetti architect pc L_ � general note: LEGEND: all drawings, specifications, plans, ideas, arrangements, and Y A R B R CE R H designs represented or referred to are the property of and 68'-7" EXISTING EXTERIOR WALLS owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, 33' 74" evolved, developed, and produced solely for use on and in 14'-10" a 1 a a NEW PARTITIONS connection with this project and none of the above may be x o A-202 0 f disclosed or given to or used by any person, firm, or -- ICE/WATER BARRIER corporation for any use or purpose whatsoever, except upon =-I-- -- - — _ - — — — — the written permission and direction of studio Cicetti architect - - PC. IROIF. . :. CD SLOP 9 I I no. date submission I L ° i II i 5.27.2016 DOB FILING I 7.7.2016 ZONING BOARD OF APPEALS 9 11 .23.2016 ISSUE FOR BID A-303 ; I 9 `n 12.16.2016 DOB FILING 1 CONSTRUCTION NOTES: y ROOF s ROOF I SLOPE SLOPE NEW CEDAR SHINGLE ROOF \ I \ NEW MASONRY CHIMNEY I• I PLUMBING VENT. COORDINATE EXACT LOCATION WITH PLUMBING DRAWINGS RIDGE CAP.­"" 3 ?F9c � �� -- - - - 7 \ PROPER LIGHTING PROTECTION TO BE INSTALLED ON NEW ROOF 14 � \ 7 --VALLEY FLASHING ALL LASHING ALL ` 7 I 11 I \ I--•�6 i \5 HOOD EXHAUST \ VALLEYS; MINIMUM 26 VALL ; MINIMUM 26 GAUGE. 7 \ \ GAUGE. / _.__ _._. ..... .._, �-►� • , \ c,��F I i SLOOOPE\� \ RIDGE VENT AT ALL RIDGES \ / X12 12 \' \ \• \ I 7P VALLEY FLASHING ALL VALLEYS CRICKET CD 14 \ COPPER GUTTERS 3 i l.� � �\\ / E \ I 10 WALL TO ROOF FLASHING ICE BARRIER ALONG 12 I ALL ROOF 11 PITCH CHANGE FLASHING ALL DORMERS EDGES/EAVES. AND EYEBROW DORMER — -- -� SIDE WALL AND STEP FLASHING ALL \ DORMERS AND CHIMNEY i \\ / VALLIY FLASHING ALL RIDGE CAPI VALLEY FLASHING ALL / VALLEYS; MINIMUM 26 VALLEYS; MINIMUM 26 / \ GAU E. G UGE. 13 BASE FLASHING \` ICE BARRIER ALONG \ / ALL DORMER 14 FASCIA FLASHING TYP. @ ALL EAVES ROOF EDGES/EAVES. ICE BARRIER ALONG I \� �N N �0 M/� / SLOPE ALL ROOF I I \ � o I FgCy EDGES/EAVES. L, 'N CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 CD ICE BARRIER ALONG---- 12 ALL DORMER 4 MEP ENGINEER NINO D'ANTONIO CONSULTING ENGINEERS DANTONIO, PE I a �� °`F I 1 EDGES/EAVES. � � 7 11 12 11 12 7 A-203 i I i / I 30 W. WAUKENA AVENUE ROOF ROOF ' _ OCEANSIDE, NY 11572 516.594.4284 I ? i I\ ------------ ---_ - --- --------- ` SLOPE SLOPE ROOF I 1\ ,� I ! STRUCTURAL ENGINEER 1 I \ EVAN AKSELRAD, PE 1 � I 4,1 I I 16 JAY STREET FL3 A-201 I SLOPE RIDGE CAP. i I ; ROOF _..__ SLOP NEW YORK, NY 10013 917.689.0301 I j \ --------=----- - ---=----- ------- --------- ` ! I RIDGE CAP. 1 1 FILING CONSULTANT I EN CONSULTANTS I f ICE BARRIER ALONG 9 ICE BARRIER ALONG 1 I 1319 NORTH SEA ROAD ALL ROOF ALL ROOF I SOUTHAMPTON, NY 11968 631 .283.6360 ROOF ! ROOF _ j ROOF ROOF •� - EDGES/EAVES. EDGES/EAVES. I SLOPE SLOPE �.a......:... .m_I....._.... - SLOPE SLOPE 12 I 14 14 I ' _. I I studio cicetti architect pc I I I i 12 172 beard street, brooklyn, ny 11231 718.875.1460 I o I i ICE BARRIER ALONG ICE BARRIER ALONG---___,. I ' I i ALL DORMER ALL DORMERI { project: EDGES/EAVES. EDGES/EAVES. I I I _ AKSELRAD RESIDENCE • I I 1 111 I ROOF _N >� I Roo_ Fes. 2 I I SLOPE N 2 1 SIrOPE , SLOPE A-204 A-204 ; A-302 4125 Nassau Point Rd., Cutchogue, NY 11935 A-302 , ROOF PLAN ? I I I I I I � I � I I � ! ? I seal&signature: date: DEC 16, 2016 I I project no.: 07-2015 I I I I I ROOF PLAN � �EQ A��,� drawn by: AE, IVIS 1 SCALE: 1/4"=1'-0* I � c�S cry` s checked by: MC drawing no.: ' A- 103 . 00 A-200 I I I I NORTH ��� N'���� cad file no.: 27' 10 " 25'-5" 19 3z ©copyright studio Cicetti architect pc L_ general note: LEGEND: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and EXISTING EXTERIOR WALLS owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, aevolved, developed, and produced solely for use on and in NEW PARTITIONS connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. O Al CEILING-MTD PORCELAIN SOCKET no. date submission CF NINON CF NINON CF BAY CF MY �CF MY Q A2 WALL-MTD PORCELAIN SOCKET e B1 WALL-MTD FIXTURE, WET LOCATION 11 .23.2016 ISSUE FOR BID +81-R. EQ— EQEQ.�' E_ Q. ,_ O C1 RECESSED SHOWER LIGHT 12.6.2016 DOB FILING EQ. AFF EQ w I — — — I 3 W I I I /.1-1/ I \ I I _ I��L + RECESSED DOWN LIGHT � 2 \ f/ \ - 2 I/O RECESSED DOWN LIGHT �1 p D1: \ D1: \ o / F1 FLUORESCENT FIXTURE EQ. Q. 013 BATHROOM C1 I \ I \ N EF i\ / — -I--�� \ — —I— — ` \ I L1 VERTICALLY MOUNTED LINEAR LED cFa \ I 012 EXERCISE ROOM I D2 F 0 P + F F D2 RN Lt HORIZONTALLY MTD LINEAR LED z / +8 1-8. / // \I L2 LINEAR INCANDESCENT 3'-9" / AFF v.I.F. I / �, \ � � � — — �` \ I / / I � t ' � � I / 9_g• \ @ P1 PENDANT Di D1 — . — . — D1 D22 / D 016 OUTD R KITCHEN D2 ® P2 UNDER CABINET MTD PUCK LIGHT LED 014 CLOSET \ i I I /� GFc - 1 RECESSED WALL WASHER Al w OSCO D / EXIT SIGN / ® A/C GRILLE LSWITCH 0 13 ' �OF HN1W4 c wU' 2'-0" MASTER SWITCH 003 BEDROOM J JAMB SWITCH EQ.11J EQ. / D1 J4 +8-V � DIMMER SWITCH / AFF VIF Wl Or( E / D1-- _ — — 'D1 \ i I $3 3-WAY SWITCH tD1 OSLO SMOKE & CARBONMONOXIDE ALARM o 11 \ FLOOR DUPLEX 0 8 MECHANICAL \ I I ; 6 0 I I )ZF1 I "1DUPLEX D1 i I FI DUPLEX GROUND FAULT CIRCUIT 010 SCREENING ROOM \ / 7'-4" 1 I I / 6 .5'_2° V F INTERRUPTER _ 003 ROOM AMILY / \ XT EXTERIOR DUPLEX GROUND FAULT ID1 \ Ci — D1 . . — . — . — D1 CIRCUIT INTERRUPTER \ REF. // I / I i1 DEDICATED OUTLET UJ6/ / TELEPHONE / DATA \ / LJ i / c B 2'-0" / D1 41— Osco © TOILET EXHAUST I REF. ° D D ® CABLE TV ° o — _ — ACCESS PANEL I � — _ _ � � VN CIVIL ENGINEER VINCENT GAUDIELLO, PE /6'-0" 6'-0" -62--Q" of THE RAYNOR GROUP, P.E. & L.S. PLLC 011 STORAGE / — �� - - - � � � �- - - � � � � — 860MONTAUKHIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 i D1 1 'D1 'DI p1 CEILING FAN \ We-� D'ANTONIO CONSULMEP ENGINEER OTINDG ENGINEERS \ 007 LIBRARY AFF \ 001 HALLWAY OSLO 004 IBATHROOM 30 W. WAUKENA AVENUE / 1 _ r,I Lul I/O CEILING FAN OCEANSIDE, NY 11572 516.594.4284 \ / c \ q 2 STRUCTURAL ENGINEER I\ I ``' I EVAN AKSELRAD, PE 7 16 JAY STREET FI-3 NEW YORK, NY 10013 917.689.0301 1 0 � T\ D1 \ 006 LOSET FILING CONSULTANT I CI-4 EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 7 studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 CELLAR FLOOR REFLECTED CEILING PLAN seal&signature: date: DEC 16, 2016 project no.: 07-2015 eFE0 At��,� drawn by: AE, MS a, > checked by: MC drawing no.: A- 150 . 00 CELLAR DFLOOR PLAN NORTH cad file no.: ©copyright studio Cicetti architect pc L_ � general note: LEGEND: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and EXISTING EXTERIOR WALLS owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in NEW PARTITIONS connection with this project and none of the above may be CFWL disclosed or given to or used by any person, firm, or H H H H corporation for any use or purpose whatsoever, except upon ---- -- -------- -- -— the written permission and direction of studio Cicetti architect / 112 JOINING ROOM I ( pC / I ( W1 , +D' jDtD1 I O Al CEILING-MTD PORCELAIN SOCKET no. date submission A2 WALL-MTD PORCELAIN SOCKET I I ( _ Q 1 P1 I I T -co e B1 WALL-MTD FIXTURE, WET LOCATION 11 .23.2016 ISSUE FOR BID N \ 122 PORCH O C1 RECESSED SHOWER LIGHT 12,6.2016 DOB FILING —4z� _ — — _ + RECESSED DOWN LIGHT \ / 'Dt D1 � D1 \ � � Dt 111 LIVING ROOM I / I +2 1/0 RECESSED DOWN LIGHT \ + i \ , , \ / 7 F1 FLUORESCENT FIXTURE Povs1 / s1 L1 VERTICALLY MOUNTED LINEAR LED ML L1 HORIZONTALLY MTD LINEAR LED / � 3 L2 LINEAR INCANDESCENT 00 Q P1 PENDANT 3' 0" ® P2 UNDER CABINET MTD PUCK LIGHT LED +D1 +W \ 1 RECESSED WALL WASHER -{ / I \ 1) EXIT SIGN VY1T \ — \ , I + F�• \ ® A/C GRILLE $1 SWITCH MASTER SWITCH PGFCID61 ` _ stere] Dt-, ` — i 'w�i - I / I OSCO /I // `Y JAMB SWITCH -�,�- �- /" ID1 I ( 110 DEN I 109 BEDROOM // . / J D1 / I ( II / -tD1 DIMMER SWITCH \ II I I ❑N _ // . 3-WAY SWITCH113 KITCHEN 4'-6" 4'-6" o0 3 `V + 104L. _ / / I _i OSCO SMOKE & CARB ONMONOXIDE ALARM AFF ( \\ __ _ I _ / I D1 0 \ I W1 Wl W1 pOpR I FLOOR DUPLEX ° G � D1 f I N I \\ I o DUPLEX o FI DUPLEX GROUND FAULT CIRCUIT / \\ ?5 \ \ \I WALL / INTERRUPTER Q / - - � dX� EXTERIOR DUPLEX GROUND FAULT �'— WlD \ / D1 / �, CIRCUIT INTERRUPTER 7J — EQ. Q. \ E EQ. EQ, /'EQ, M MMOooR ( 108 CLOSET Q DEDICATED OUTLET I �CF TELEPHONE / DATA / I \ I i— _\ _ © TOILET EXHAUST UJ /-- I -- ° fDll � +�10'-0' tD1 / 1 / / D1 CABLE TV LD1 CIG \ � 102 HALLWAY / w� 115 POWDER ROOM \ / w ACCESS PANEL \ / CIVIL ENGINEER VINCENT GAUDIELLO, PE GFa / THE RAYNOR GROUP, P.E. & L.S. PLLC Cf WALL i a o \ + 1o'-tl� ( 860 MONTAUK HIGHWAY +8'-0" °HD, NG. \ +e._o" 101 ENTRY \ 120 STAIR I 1a I WATER MILL, NEW YORK 11976 631-726-7600 AFF _ — ` \ \ / // I I Oso 1 CEILING FAN ,� +s'-o'' 1 \ q / D1 NCFE �.� S2 I D1 I 107 BATHROOM MEP ENGINEER NINO D'ANTONIO, PE \ / q p1 I �\ �\ 1 -- I D'ANTONIO CONSULTING ENGINEERS \ ( CF M 114 PA TRY o \ I 30 W. WAUKENA AVENUE LLJ _ I OCEANSIDE, NY 11572 516.594.4284 At Al EIS. EQ. NWl1 / I/O CEILING FAN CF 103 POWDER RM. I 2 STRUCTURAL ENGINEER \ EVAN AKSELRAD, PE `i w° D° � I\ � 117 MUD ROOM � 118 MEC �s1 \ 16 JAY STREET FI-3 +T-0' \ _ _ _ _ _ — � EQ\ , EQ NEW YORK, NY 10013 917.689.0301 nrr i +s'-o' /' D1 D+s o' � CISCO / D1 FILING CONSULTANT AFrl_. / �i 121 ENTRY PATIO 116 LAUNDRY RM. D1 3 / / I\ 105 BATHROOM 106 CLOS E319CONSULTANTS NORTH SEA ROAD CF VAi SOUTHAMPTON, NY 11968 631 .283.6360 �Ms studio cicetti architect pc I ( \\ 172 beard street, Brooklyn, ny 11231 718.875.1460 ( I � project: `\ AKSELRAD RESIDENCE \ / 104 IBEDROOM I F1 I / 4125 Nassau Point Rd., Cutchogue, NY 11935 I 119 GARAGE Ij +A�• I 1Di FIRST FLOOR REFLECTED CEILING PLAN —•—•—•— •- - - •—• - - - - -- seal&signature: date: DEC 16, 2016 AID 1 project no.: 07-2015 _ — CL DOOR � > Q q ,�,� drawn by: AE, MS S J�� checked by: IVIG drawing no.: a - 1 51 X00 v MS aFP MS cr000R Ms FIRST FLOOR PLAN '4 'A SCALE: 1/4"=1'-0" NORTH CSFN cad file no.: ©copyright studio Cicetti architect pc general note: LEGEND: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and EXISTING EXTERIOR WALLS owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in NEW PARTITIONS connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect +8'-9' +8'-9' PC. AFF I AFF D1 —'— O Al CEILING-MTD PORCELAIN SOCKET no. date submission I� sl(?- _— — -- — — — _ s 18 ERRACE Q A2 WALL MTD PORCELAIN SOCKET JJh+ 12'-4 1/2' 1 B1 WALL-MTD FIXTURE, WET LOCATION 11 .23.2016 ISSUE FOR BID AFF L i O C1 RECESSED SHOWER LIGHT \ RECESSED DOWN LIGHT 12.6.2016 DOB FILING \ V-10—TER BATHR00 \ / o + le-1 31e +8'-9' A-2 1/0 RECESSED DOWN LIGHT D DI — I\9X709 IMASTER BEDROOM�AFF o F1 FLUORESCENT FIXTURE ®\\ I \ \ st L1 VERTICALLY MOUNTED LINEAR LED \ \ I o \ L1 HORIZONTALLY MTD LINEAR LED a \\ \ ` I \ CF / CF DOCK T VLL tCF L2 LINEAR INCANDESCENT \ "A' +8'-6 3 8' + 4'-11' AF AFF I AFF o AFF O P1 PENDANT D I 1 1 \ ® P2 UNDER CABINET MTD PUCK LIGHT LED q� +1 RECESSED WALL WASHER / � D1 w1 wt t\ / EXIT SIGN F71 / \ I \ \ I 07 AMILY OOM � + '_s. \ I I \ L ® A/C GRILLE — \\ 1 \I I SWITCH D1 \ 9 I / 4'-0" . —.— .—.— . 1 P1 / +A' MASTER SWITCH I - - - I / +t2'-71/2' 06 BEDROOM / I / $J JAMB SWITCH 11 H R W.I. D I \\ DIMMER SWITCH W1 ` 3% 3-WAY SWITCH I I \1 _ / M OSCO o OSCO SMOKE & CARBONMONOXIDE ALARM zI / // d- +AFF 6 FLOOR DUPLEX OSCO � / 4D \ I + 8'-0° / p �D( SCO DUPLEX _ AFF 9'-0' I 1 _�' Ll FI DUPLEX GROUND FAULT CIRCUIT AFF ( 9 I / INTERRUPTER CF DOOR o CF VPLL _ — CF DOOR— o T VMLL 4 p FI _ _ XI CIRCUIT EXTERI°RNTERRUPTERDUPLEX OUND FAULT /. — _ / CF WN1 I I M CF DOOR N /� �W W / / I / 08 STIBULE / / // DEDICATED OUTLET VI AFF 2 -0 / w — / / \ TELEPHONE / DATA \ // 8 re "' \ /// \ p1 D1� © TOILET EXHAUST \ I \ I \ +V5 1/2' c� D1 W1 P1 01 HALLWAY / � — — / � � ❑N CABLE TV - `--- / EQ. E` . lo 05 THROOM \ 1 1 AFF / 1 \ q / I / A�f' X ACCESS PANEL + 5'-6' CIVIL ENGINEER VINCENT GAUDIELLO, PE + AFF CF ML THE RAYNOR GROUP, P.E. & L.S. PLLC z / +9-0' 01 860 MONTAUK HIGHWAY P1 02 NDRY RM SCO At CF 1 t QE W1 �~ CEILING FAN WATER MILL, NEW YORK 11976 631-726-7600 / 6 _ D1 I Al _ _ At OaF V 1 MEP ENGINEER NINO D'ANTONIO, PE C11 ' 13 IS B THROOM W — I o I I �(� / �- D'ANTONIO CONSULTING ENGINEERS � AIT a'-o' + s. \ I I r, / I o /I + 5s° 30 W. WAUKENA AVENUE \ AFF I �\ + 9 + 5-0' + 4_11. I / ' OCEANSIDE, NY 11572 516.594.4284 AFF ( AFF tD 1 AFF , +9n�t 2// 2 1/0 CEILING FAN / *D 1 !U Ell T — I H1S�J,1 — °W I // Dt / _ j — D1 _ EVAN STRUCAKSELRADTURAL G SEER _ CF WNX;W / 16 JAY STREET FI-3 rG+ 9 0°'\ \ NEW YORK, NY 10013 917.689.0301 1 0 \ AFF 04 AT ; I _ \ { +A5'-s' \\ I I FILING CONSULTANT v / EN CONSULTANTS p 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 AFF p \\ \ OSCO +AFF6. studio cicetti architect pc +D1 D1 / \ +AFF y 172 beard street, brooklyn, ny 11231 718.875.1460 /I \ ` D1 \ / \ project: / \ +9AFF 12' \\ I \ / . 1 0 ---� `, AKSELRAD RESIDENCE + .11 AFF ' / OSCO •--�\\ 1 + 1 F 1/2' \ 4125 Nassau Point Rd., Cutchogue, NY 11935 'V AFF Aff 1 I D1 3'-° ' 7 -° I + 1FF E-E SECOND FLOOR I AFF OUNG 16 T RAGE / � l �� I +mss. 03 1 B DROOM + 5'-6' 1 D1 , AFF AFF REFLECTED CEILING PLAN I �541CFM1 .---► L st seal&signature: date: DEC16, 2016 \ / project no.: 07-2015 fk1FtQ ��0,� drawn by: AE, MS 17ERRACE •' t� checked by: MC S ECtO N1Dp° FL00 R PLAN -+ '� drawing no.: r . 1 A- 152 . 00 NORTH t����� cad file no.: ©copyright studio Cicetti architect pc I general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 5.27.2016 DOB FILING 7.7.2016 ZONING BOARD OF APPEALS 11 .23.2016 ISSUE FOR BID Y A R B R C D E FR G H 12.6.2016 DOB FILING BRICK CHIMNEY - PT5 I I 1 I 1 I 1 I I A-300 A-301 A-304 + 98' - 4" A.S.L. F TOP OF ROOF I I I I I I I CEDAR SHINGLE ROOF PVC EXTERIOR TRIM - PT4 CEDAR SHINGLE SIDING - CS2 I I I I I I I I + 90' - 7" A.S.L. MID-POINT OF ROOF I I 1 I I + 87' - 6" A.S.L. BOTTOM OF DORMER PVC EXTERIOR DOOR AND WINDOW TRIM - PT4 202 I EXTERIOR LIGHTING FIXTURE _ + 82' - 10" A.S.L. / \ BOTTOM OF ROOF \ / STEEL RAILING - MTL2 \ / TERRACE FLOOR - ST7 201 PVC EXTERIOR TRIM - PT4 _ + 78' 7" A.S.L. I I I 205 I 206 PVC EXTERIOR TRIM - PT4 CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC PROP'D FIN. FLR. - 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 I z 1 -11 MEP ENGINEER NINO D'ANTONIO, PE 9EB D'ANTONIO CONSULTING ENGINEERS m I I I IL. ] I I 30 W. WAUKENA AVENUE o OCEANSIDE, NY 11572 516.594.4284 �E OUTDOOR AC UNITS `IJ / \ \ / NEW FACE BRICK - PT5 STRUCTURAL ENGINEER = EXTERIOR LIGHTING FIXTURE , I EVAN AKSELRAD, PE x i 16 JAY STREET FI-3 NEW YORK, NY 10013 917.689.0301 CONCRETE - PT5 124 125 FI ING CONS L SNT + 67' - 0" A.S.L. 101 106 I 107 1319 NORTH SEA ROAD EXISTING FINS FLR. SOUTHAMPTON, NY 11968 631 .283.6360 + 65 - 11 A.S.L. GRADE AT ENTRY ST7 - BLUESTO IE STEPS AND PORCH studio cicetti architect pc MTL1 - GUTTER AND LEADER 172 beard street, brooklyn, ny 11231 718.875.1460 I I I I I I project: + 59' _11 1/2" A.S.L. AKSELRAD RESIDENCE EXISTING AVERAGE GRADE (D EXTERIOR ELEVATION - WEST 4125 Nassau Point Rd., Cutchogue, NY 11935 EXTERIOR ELEVATION WEST seal&signature: date: DEC 16, 2016 project no.: 07-2015 �eF-D ARC drawn by: AE, MS checked by: MC drawing no.: � A-200 . 00 F � cad file no.: ©copyright studio Cicetti architect pc L� I I general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 5.27.2016 DOB FILING 7.7.2016 ZONING BOARD OF APPEALS 11.23.2016 ISSUE FOR BID X . 2 3R 12.6.2016 DOB FILING I I 2 A-302 BRICK C IMNEY - PT5 + 98' - 4" A.S.L. I TOP OF ROOF CEDAR SHINGLE ROOF II I I + 90' - 7" A.S.L. MID-POINT OF ROOF II I I + 87' - 6" A.S.L. BOTTOM OF DORMER PVC EXTERIOR DOOR AND WINDOW TRIM - PT4 \\ + 82' - 10" A.S.L. BOTTOM OF ROOF / 9 / 217 218 216 I CIVIL ENGINEER VINCENT GAUDIELLO, PE + 78' - 7" A.S.L. STEEL RAILING - MTL2 THE RAYNOR GROUP, P.E. & L.S. PLLC 80 MONTAUK H PROP D FIN. FLR. 6IGHWAYWATER MILL, NEW YORK 11976 631-726-7600 0 PVC EXTERIOR TRIM - PT4 z I MEP ENGINEER NINO D'ANTONIO, PE i � � D'ANTONIO CONSULTING ENGINEERS M 4730 W. WAUKENA AVENUE o OCEANSIDE, 57 516.594.4284 CEDAR SHINGLE SIDING - CS2 S2 EXTERIOR LIGHTING FIXTURE / STRUCTURAL ENGINEER _ / \ EVAN AKSELRAD, PE 16 JAY STREET FL3 104 N NEW YORK, NY 10013 917.689.0301 MTL2 - STEEL RAILING 114 115 116 a' NEW WOOD STEPS - WD3 OUTDOOR AC UNITS ON 6" FILING CONSULTANT CONCRETE BASE PVC BASE TRIM - PT4 EN CONSULTANTS + 67' - 0" A.S.L. CONCRETE FOUNDATION 1319 NORTH SEA ROAD EXISTING FIND FLR. - PT5 — SOUTHAMPTON, NY 11968 631 .283.6360 + 65 - 11 A.S.L. I _ GRADE AT ENTRY o studio cicetti architect pc EXISTING FACE BRICK - PT5 172 beard street, brooklyn, ny 11231 718.875.1460 I • I I project: + 59' - 1112" A.S.L. _ AKSELRAD RESIDENCE E ISTING AVERAGE GRADE I 4125 Nassau Point Rd., Cutchogue, NY 11935 -----EXISTING FIN.FLR. EXTERIOR ELEVATION EXTERIOR ELEVATION - NORTH NORTH 1 SCALL 1i4•s1'-o" seal&signature: date: DEC 16, 2016 project no.: 07-2015 �iF_ ) AE,�,� drawn by: AE, MS checked by: MC drawing no.: e� A-201 . 00 ,T%k OF Nv$�Q cad file no.: ©copyright studio Cicetti architect pc L_ � general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 5.27.2016 DOB FILING 7.7.2016 ZONING BOARD OF APPEALS 11 .23.2016 ISSUE FOR BID H G FR E D C BR AR V 12.6.2016 DOB FILING I I I 1 I 1 I 1 I I I A-304 A-301 A-300 + 98' - 4" A.S.L. OIL TOP OF ROOF I I I I I I CEDAR SHINGLE ROOF L I I 1 I I I I + 90' - 7" A.S.L. MID-POINT OF ROOF I I I I I I I + 87' - 6" A.S.L. OIL BOTTOM OF DORMER E I + 82' - 10" A.S.L. BOTTOM OF09 ROOF \ / \ / 210 CEDAR SHINGLE SIDING - CS2 PVC EXTERIOR TRIM - PT4 I 211 I 212 I I 215 CIVIL ENGINEER VINCENT GAUDIELLO, PE + 78' - 7" A.S.L. THE RAYNOR GROUP, P.E. & L.S. PLL PROP'D FIN. FLR. 860 MONTAAUK HIGHWAY o WATER MILL, NEW YORK 11976 631-726-7600 z I MEP ENGINEER NINO D'ANTONIO, PE I I ® ® ® D'ANTONIO CONSULTING ENGINEERS m 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 FACE BRICK - PT5 EXTERIOR LIGHTING FIXTURE / / \ / \ STEEL RAILING — �TL2 STRUCTURAL ENGINEER = STEEL RAILING — MTL2 — EVAN AKSELRAD, PE PVC BASE TRIM — PT4 NEW WOOD STEP ,`((F�'�' 16 JAY STREET FL3 NEW GUTTER AND LEADER — MTL1 I 1 2 I \ I 112 / I\ 113 / EXISTING RETAINI WALL — P 5 NEW YORK, NY 10013 917.689.0301 PARTIAL HEIGHT WALL — ST11 EXISTING STEPS FILING CONSULTANT + 67' - 0" A.S.L. � EN CONSULTANTS EXISTING FIN" FLR. 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 + 65 - 11 A.S.L. - - - - - - - - - - - - - - - - - - - _ GRADE AT ENTRY I studio cicetti architect pc I I 172 beard street, brooklyn, ny 11231 718.875.1460 00 / \ I I / I I // \\ I project: 002 + 59 - 11 1/2" A.S.L. OIL _ E ISTING AVERAGE GRADE I /]L-7— AKSELRAD RESIDENCE I \t9QD1 I \\ 002 I \ 4125 Nassau Point Rd. ue NY 11935 + 56' - 3" A.S.L. IL till L I I 1 9 I I o01 I 0 003 I I I � Cutcho g , EXISTING FIN.FLR. I L ' EXTERIOR ELEVATION I EXISTING BLUESTONE PATIOI I EAST PT4 — EXISTING POSTS EXISTING WHITE PAINTED FACE BRICK, PRESERVED I I EXTERIOR ELEVATION - EAST X74•=�_p• seal&signature: date: DEC 16, 2016 project no.: 07-2015 vtf D A��,ti drawn by: AE, MS Cz f'' checked by: MC drawing no.: x � ' r . " A-202 . 00 OF cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 5.27.2016 DOB FILING 7.7.2016 ZONING BOARD OF APPEALS 11.23.2016 ISSUE FOR BID 3 R 2 X 12.6.2016 DOB FILING 1 I I A-302 PT5 - BRICK CHIMNEY TOP OF ROOF I I CEDAR SHINGLE ROOF II I I + 90' - 7" A.S.L. MID-POINT OF ROOF II I I + 87' - 6" A.S.L. BOTTOM OF DORMER ® ® GUTTER AND LEADERS - MTL1 + 82' - 10" A.S.L. \\ // 213 214 BOTTOM OF ROOF 207 \ / \ / PVC EXTERIOR DOOR AND WINDOW TRIM - PT4 208 209 STEEL RAILING - MTL2 PVC BASE TRIM - PT4 CIVIL ENGINEER VINCENT GAUDIELLO, PE + 78' - 7" A.S.L. THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY PROP'D FIN. FLR. WATER MILL, NEW YORK 11976 631-726-7600 0 r� — — — — — CD r - - - — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - 7 MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS { { ® { I 30 W. WAUKENA AVENUE M M { { OCEANSIDE, NY 11572 516.594.4284 0 CEDAR SHINGLE SIDING - CS2 STRUCTURAL ENGINEER UJ STEEL RAILING - MTL2 EVAN AKSELRAD, PE / \ I PVC BASE TRIM - PT4 16 JAY STREET FL3 ( \ I NEW GUTTER AND LEADER - MTL1 NEW YORK, NY 10013 917.689.0301 NEW FACE BRICK ON EX'G WALL - PT5 { 110 { FILING CONSULTANT 109 EN CONSULTANTS 117 ' 108 111 i 1319 NORTH SEA ROAD + 67' - 0" A.S.L. EXISTING FIN FLR. I SOUTHAMPTON, NY 11968 631 .283.6360 + 65' - 11� A.S.L. I GRADE AT ENTRY ` - - " - - - " r " — ` EXISTING FACE BRICK - PT5 studio cicetti architect pc j 172 beard street, brooklyn, ny 11231 718.875.1460 44 EXISTING POSTS - PT4 I { / \ co project: IdO3 \\ I o + 59' - 11 1/2' A.S.L. PARTIAL HEIGHT WALL - ST11 AKSELRAD RESIDENCE E ISTING AVERAGE GRADE EXISTING BLUESTONE PATIO I I I I I 4125 Nassau Point Rd., Cutchogue, NY 11935 + 56' - 3" A.S.L. EXISTING FIN.FLR. EXTERIOR ELEVATION EXISTING WHITE PAINTED FACE BRICK, PRESERVED CEXTERIOR ELEVATION - SOUTH ' SOUTH 1 SCALE 1/4'=1'-0' seal&signature: date: DEC 16, 2016 project no.: 07-2015 tkED A�''C drawn by: AE, MS yS� �,-`t " ��' checked by: VIC drawing no.: r A-203 . 00 cad file no.: ©copyright studio Cicetti architect pc L_ general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 5.27.2016 DOB FILING 11 .23.2016 ISSUE FOR BID 12.6.2016 DOB FILING 1 2 A-302 T + 98' - 4" A.S.L. + 98' - 4" A.S.L. gk — TOP OF ROOF TOP OF ROOF CEDAR SHINGLE ROOF CEDAR SHINGLE ROOF + 90' - 7" A.S.L. + 90' - 7" A.S.L. — MID-POINT OF ROOF MID-POINT OF ROOF + 87' - 6" A.S.L. + 87' - 6" A.S.L. — BOTTOM OF DORMER BOTTOM OF DORMER / RAILING - MTL2 PVC TRIM - PT4 / \ + 82' - 10" A.S.L. _ + 82' - 10" A.S.L. \ BOTTOM OF ROOF / BOTTOM OF ROOF 203 204 CEDAR SHINGLE 220 CHE RAN NIOR GROUP, PNE. &AUDIPLLO, PE PROP'D FIN. FLR. + 78' - 7" A.S.L. O O SIDING - CS2 — x + 7" A.S.L. 860 MONTAUK HIGHWAY r` F PROP D FIN. FLR. i WATER MILL, NEW YORK 11976 631-726-7600 C) o M PVC TRIM - PT4 MEP ENGINEER NINO D'ANTONIO, PE z o - D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE M � °�° OCEANSIDE, NY 11572 516.594.4284 �. o 0 // \ STRUCTURAL ENGINEER _ / \ PVC EXTERIOR DOOR AND = PVC EXTERIOR DOOR AND EVAN AKSELRAD, PE WINDOW TRIM - PT4 wlNDow TRIM - PT4 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 / CEDAR SHINGLES - CS2 U LJ / CONCRETE FOUNDATION \ / / NEW FACE BRICK ON WALL - PT5 FILING CONSULTANT EXISTING WALL - PT5 117 118 119 EN CONSULTANTS 1319 NORTH SEA ROAD + 67' + 67' - 0" A.S.L. 103 104 105 CONCRETE FOUNDATION - 0" A.S.L — MALL — PT5 SOUTHAMPTON, NY 11968 631 .283.6360 EXISTING FINK FLR. EXI+T65' -FI11 A.SR: — + 65' _ ,1 A.S.L. GRADE AT ENTRY GRADE AT ENTRY studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 project: " + 59' - 11 , 2" A.S.L. - AKSELRAD RESIDENCE + 59 - 11 1 2 A.S.L. OIL E (STING AVERAGE GRADE E ISTING AVERAGE GRADE 4125 Nassau Point Rd., Cutchogue, NY 11935 �15W ELEVATION - XTEIOR ELEVATION - SOUTH EXTERIOR ELEVATIONS (DWT SCALE1/4'=1' seal&signature: date: DEC 16, 2016 project no.: 07-2015 Al E-pD drawn by: AE, MS checked by: MC drawing no.: A-204 . 00 cad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 11 .23.2016 ISSUE FOR BID 12.16.2016 DOB FILING X 1 2 3R 1 A-303 A-302 +98'-4" ASL. TOP OF ROOF � 1 A-402 +90'-7" ASL. MID-POINT OF ROOF I I I I I I I \ \ / +82'-10" ASL. 213 �e����,•` BOTTOM OF ROOF I; 09 IMASTER BEDROOM 01 ALLWAY 203 204 +78'-7" ASL. PROP'D FIN. FLR. M I - I J I CIVIL ENGINEER VINCENT GAUDIELLO, PE ® ® ® THE RAYNOR GROUP, P.E. & L.S. PLLC o I 860 MONTAUK HIGHWAY _ / \ WATER MILL, NEW YORK 11976 631-726-7600 / / \ w _ / aatar3 MEP ENGINEER NINO D'ANTONIO, PE \ / D'ANTONIO CONSULTING ENGINEERS ` \ / 30 W. WAUKENA AVENUE \ \ / OCEANSIDE, NY 11572 516.594.4284 \\ 111 ING ROOM ISTRU101 ENTRY 102 HALLWAY I i �, 103 104 105 EVANCTURAL AKSELRADG SEER +67'-0" ASL. ' FIN. FUR. I 16 JAY STREET FL3 +65'-11" ASL. 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I I I I I +98'-4" ASL. TOP OF ROOF TOP OF ROOF f \, 1 2 / \ +90'-7" ASL. A-401 I A-401 +90'-7" ASL. A-400 \ OIL MID—POINT OF ROOF I / �� I I MID—POINT OF ROOF 2 A-400 JFIF� 1=1:1E1 E1= E=1 DET11 EIB= \ +82'-10" ASL. ` 205 204 +82'-10" ASL. / \ BOTTOM OF ROOF I I � � \\ I // I I BOTTOM OF ROOF 221 I i I V18 ERRACI. CIVIL ENGINEER VINCENT GAUDIELLO, PE \ � \ / 16 FFICE 03 BE ROOM I I THE RAYNOR GROUP, P.E. & L.S. PLLC z +78'-7" ASL. OILI I F +78'-7" ASL. 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 o PROP'D FIN. FLR. I I I I I I PROP'D FIN. FLR. I M I MEP ENGINEER NINO D'ANTONIO, PE Z I I I I I I I ( z I I I I I I D'ANTONIO CONSULTING ENGINEERS 119 TG_AR A E 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 0 o o I I I I STRUCTURAL ENGINEER EVAN AKSELRAD, PE = I I I 107 I 10fi I I I I = I I I I ( ( 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT EN CONSULTANTS 104 1BE ROOM I I I I ( I 1319 NORTH SEA ROAD +67'-0" ASL. I I I I I I +67'-0" ASL. I I I I SOUTHAMPTON, NY 11968 631 .283.6360 EXISTING FIN. FLR. EXISTING FIN. 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PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 I I MEP ENGINEER NINO D'ANTONIO, PE DANTONIO CONSULTING ENGINEERS 30 W. 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'8 \ at'ea \ > � \ ` <• v � ``\` \` \ t` a a a3 m.\m`\\.a a.a. a\:>x aax a>a..m\ " `:`` � BUILDING SECTION LOOKING EAST SCALE: t/4"=�'-o• seal&signature: date: DEC 16, 2016 project no.: 07-2015 E.D A�C� drawn by: AE, MS 4 �t"r` checked by: MC �.� � drawing no.: A-303 . 00 OF N cad file no.: ©copyright studio Cicetti architect pc L� J general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 11 .23.2016 ISSUE FOR BID 12.16.2016 DOB FILING X 1 2 3R 1 A-304 A-302 +98'-4" ASL. TOP OF ROOF II I I +90'-7" ASL. I I 2 MID—POINT OF ROOF I A-403 I I I \ / \ +82'-10" ASL. Ask �� 203 204 BOTTOM OF ROOF I I / ' 07 IFAMILY ROOM I 01 ALLWAY . +78'-7" ASL. I CIVIL ENGINEER VINCENT GAUDIELLO, PE PROP'D FIN. FLR. I — — — — — — THE RAYNOR GROUP, P.E. & L.S. PLLC ISI _ _ — _ — — — — — — _ --- 860 MONTAUK HIGHWAY CD I IFFI WATER MILL, NEW YORK 11976 631-726-7600 z o J I I MEP ENGINEER NINO D'ANTONIO PE m I I I D'ANTONIO CONSULTING ENGINEERS I I / \ 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 Ld / I I STRUCTURAL ENGINEER I I I �. \ / EVAN AKSELRAD, PE LA / 16 JAY STREET FL3 / NEW YORK, NY 10013 917.689.0301 \ 111 LIVING ROOM I \ � 1 � 102 HALLWAY i 103 104 105 FILING CONSULTANT +67'-0" ASL. I ( I EN CONSULTANTS EXISTING FIN. FLR. +65'-11" ASL. 1319 NORTH SEA ROAD GRADE AT ENTRY I � SOUTHAMPTON, NY 11968 631 .283.6360 015 PATIO studio cicetti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1460 I 002 FAMILY RM 001 C RRIDOR project: —59'-11 1/2" ASL. EXISTING AVERAGE GRADE AKSELRAD RESIDENCE 000-0 . 56'-3" ASL. ExlsTwc FIN. R. 4125 Nassau Point Rd., Cutchogue, NY 11935 Ham .. . . .,.> ... ......•... ...•..>' �:. s\: gra ...... a I .r: e. • • BUILDING SECTION vt a: seal&signature: date: DEC 16, 2016 G)Ul�DING SECTION LOOKING WEST/4•=i'-o• project no.: 07-2015 � p drawn by: AE, MS �r , �►�C1 checked by: MC P j drawing no.: 0 • A-304 . 00 Q SOF cad file no.: ©copyright studio Cicetti architect pc L 3'-0" general note: all drawings, specifications, plans, ideas, arrangements, and ROOF CONSTRUCTION: — designs represented or referred to are the property of and -RED CEDAR " PERFECTIONS, 5" EXPOSURE ;`; owned by studio Cicetti architect PC, whether the project for -1X4 PRESSURE TREATED BATTENS NAILED TO PRESSURE . ..". which they are prepared is executed or not. they are created, TREATED 1X4 SPACER - 1X4 SPACER [1 �"] NAILED TO RAFTER ROOF CONSTRUCTION: CONSTRUCTION NOTES: evolved, developed, and produced solely for use on and in - ICE AND WATER BARRIER ALONG ALL LOWEST ROOF ;; -RED CEDAR J" PERFECTIONS, 5" EXPOSURE connection with this project and none of the above may be EDGES OF ROOF SURFACES EXTENDING A MIN. OF 36" 2'-0" :.: -1X4 PRESSURE TREATED BATTENS NAILED TO 1X4 disclosed or given to or used by any person, firm, or INSIDE INTERIOR WALL LINE AT SLOPES < 8:12 :: [ " SPACER - 1X4 SPACER 1 " NAILED TO RAFTER ZIP ROOF SHEATHING - ICE AND WATER BARRIER ALONG ALL LOWEST O ALL WALL AND CEILING INSULATIO corporation for any use or purpose whatsoever, except upon - • INSTALLED PER MANUFACTURER'S the written permission and direction of studio Cicetti architect -R-49 NEW CLOSED CELL URETHANE SPRAY FOAM INSULATION ....; ROOF EDGES OF ROOF SURFACES EXTENDING WITH SPRAY-APPLIED VAPOR BARRIER A MIN. OF 36" INSIDE INTERIOR WALL LINE AT INSTRUCTION. PC. -%" GYP BOARD PAINTED SLOPES > 8:12 ZIP ROOF SHEATHING 0 ALL FLOOR INSULATION INSTALLED PER :. -R-49 NEW CLOSED CELL URETHANE SPRAY FOAM MANUFACTURER'S INSTRUCTIONS AND IN no. date SUbmISSIOn • INSULATION WITH SPRAY-APPLIED VAPOR BARRIER SUBSTANTIAL CONTACT WITH THE EAVE FLASHING ,;'; UNDERSIDE OF THE SUBFLOOR. -8" GYP BOARD PAINTED PVC SOFFIT & FASCIAS. PAINTED. :. +88'-2" ASL. Y; SOFFIT VENT WITH INSECT SCREEN 12.16.2016 DOB FILING SOFFIT VENT WITH INSECT SCREEN T.O. BEARING PLATE +84'-4" +87'-6" ASL. T. 0. BEARING PLATE EAVE FLASHING. BTM. OF RAISED EAVE +82'-10" ASL. BOTTOM OF ROOF PVC SOFFIT & FASCIAS. PAINTED. WALL CONSTRUCTION 2ND FL ADDITION: WALL CONSTRUCTION 2ND FL ADDITION: -WHITE CEDAR SHINGLES, 5" EXPOSURE -WHITE CEDAR SHINGLES, 5" EXPOSURE - STURDI BATTEN, SV-3 VENT TOP AND BOTTOM STURDI BATTEN, SV-3 VENT TOP AND BOTTOM -J" ZIP WATER RESISTANT VAPOR PERMEABLE -J" ZIP WATER RESISTANT VAPOR PERMEABLE SYSTEM SYSTEM SHEATHING SHEATHING -2X6 STUDS -2X6 STUDS -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM INSULATION I INSULATION WITH SPRAY-APPLIED VAPOR BARRIER WITH SPRAY-APPLIED VAPOR BARRIER " + _/° GWB -%" GWB :;.;: -PAINT (REF. INTERIOR FINISH SCHEDULE) -PAINT (REF. INTERIOR FINISH SCHEDULE) ; ,■,.,. +78'-7" ASL. ' +78'-7" ASL. SECOND FLOOR E SECOND FLOOR ; f FLOOR CONSTRUCTION: I FLOOR CONSTRUCTION: -3/" WOOD FINISH FLOOR -Y4" WOOD FINISH FLOOR --[2] LAYERS " PLYWOOD LAYED PERPENDICULAR TO EACH -[2] LAYERS I" PLYWOOD LAYED PERPENDICULAR TO OTHER AND ADHERED TO EACH OTHER WITH SUBFLOOR +77'-1" ASL., E f +77'-1" ASL. EACH OTHER AND ADHERED TO EACH OTHER WITH ADHESIVE BM. & JSTS BRNG. HGHT. Y e BM. & JSTS BRNG. HGHT. SUBFLOOR ADHESIVE -FLOOR JOIST (REF. STRUCTURAL PLANS) ; F -FLOOR JOIST (REF. STRUCTURAL PLANS) -BATT INSULATION R-34 :;:;: •. -SOUND BATTS -�, GWB ••........ ,.,� -%" GWB ;�; -PAINT (REF. INTERIOR FINISH SCHEDULE) 3 -PAINT (REF. INTERIOR FINISH SCHEDULE) -45 41. WALL CONSTRUCTION: -WHITE CEDAR SHINGLES, 5" EXPOSURE CIVIL ENGINEER VINCENT GAUDIELLO, PE -STURDI BATTEN, SV-3 VENT TOP AND BOTTOM THE RAYNOR GROUP, P.E. & L.S. PLLC ..: I - " ZIP WATER RESISTANT VAPOR PERMEABLE 860 MONTAUK HIGHWAY SYSTEM SHEATHING WATER MILL, NEW YORK 11976 631-726-7600 }*} I -2X6 STUDS -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM MEP ENGINEER NINO D'ANTONIO, PE INSULATION WITH SPRAY-APPLIED VAPOR BARRIER D'ANTONIO CONSULTING ENGINEERS -%" GWB 30 W. WAUKENA AVENUE -PAINT (REF. INTERIOR FINISH SCHEDULE) OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT SLAB ON GRADE CONSTRUCTION: EN CONSULTANTS -5" CONCRETE SLAB 1319 NORTH SEA ROAD -2" RIGID INSULATION SOUTHAMPTON, NY 11968 631 .283.6360 I -VAPOR RETARDER WALL CONSTRUCTION 1ST FL ADDITION: -6" GRAVEL -CEDAR SHINGLES, 5" EXPOSURE ::: ,II studio cicetti architect pc STURDI BATTEN, SV-3 VENT TOP AND BOTTOM +: :'� BASE FLASHING AT ALL CEDAR SHINGLE CLADDING 172 beard street, brooklyn, ny 11231 718.875.1460 4' ZIP WATER RESISTANT VAPOR PERMEABLE SYSTEM TERMINATIONS. SHEATHING :' project: -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM INSULATION •' CONTINUOUS WATERPROOFING MEMBRANE p WITH SPRAY-APPLIED VAPOR BARRIER '�:• '} WR GRACE HYDRODUCT 220 AKSELRAD RESIDENCE - -Y8" GWB 2 4 COMPOSITE (OR APPROVED EQUAL) PAINT (REF. INTERIOR FINISH SCHEDULE) '+' ' DRAINAGE GRAVEL SLAB ON GRADE CONSTRUCTION: -45 ' -5" CONCRETE SLAB ;+;+; +%% FILTER FABRIC OVER FOOTING DRAIN PIPE n ��...■ .r.�.� ......■.■. -2 RIGID INSULATION ''. 4125 Nassau Point Rd., Cutchogue, NY 11935 -VAPOR RETARDER ' ' -6" GRAVEL ' 65'-11" ASL. GRADE AT GARAGE FL. 65'-11" ASL. WALL SECTIONS GRADE AT GARAGE FL. D ■ ■ 4 CONTINUOUS WATERPROOFING MEMBRANEo D ' • o WR GRACE HYDRODUCT 220 0 0 00 .. ......�... .......• ' ; o� 0 ° o, COMPOSITE (OR APPROVED EQUAL) o o • • _ oho o600° ° DD D D � seal&signature: date: DEC 16, 2 016COLD JOINT W/CONTINUOUS o HYDROPHILIC WATERSTOP (TYP). O ° o° project no.: 07-2015 oo � 0DRAINAGE GRAVEL 00 o° o o ° o0 �EQ tFs0` drawn by: , MS 0 0 FILTER FABRIC OVER FOOTING DRAIN PIPE 000 ooao checked by: MC drawing no.: A-400 . 00 OF cad file no.: WALL SECTION PARTIAL WALL SECTION 1 SCALE: 3/4'=1'-0' � SCALE: 3/4'=1'-0' ©copyright studio Cicetti architect pc L_ CONSTRUCTION NOTES: general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and O ALL WALL AND CEILING INSULATIO owned by studio Cicetti architect pc, whether the project for „ 2 which they are prepared is executed or not. they are created, +97'-4 INSTALLED PER MANUFACTURER'S T. 0. RIDGE BEAM �'� � � -45 INSTRUCTION. evolved, developed, and produced solely for use on and in connection with this project and none of the above may be O ALL FLOOR INSULATION INSTALLED PER disclosed or given to or used by any person, firm, or MANUFACTURER'S INSTRUCTIONS AND IN corporation for any use or purpose whatsoever, except upon SUBSTANTIAL CONTACT WITH THE the written permission and direction of studio Cicetti architect ''`'. ... UNDERSIDE OF THE SUBFLOOR. pc. � ' CEILING CONSTRUCTION: ' '+'t'.'+'� -R-49 NEW CLOSED CELL URETHANE SPRAY FOAM no. date submission CEILING CONSTRUCTION: �' �, .•. , , - " PLYWOOD DECK ''''« * + INSULATION WITH SPRAY-APPLIED VAPOR BARRIER +' {«i+h+.r -%" GWB PAINTED (REF. FIN. SCHED.) -JOISTS [SEE STRUCTURAL] '' ++++++++++ '' ' ' ' -SOUND BATTS +' ,t,t.+, .. PITCH FLASHING -5/" GWB PAINTED (REF. FIN. SCHED.) ''' ` �'�''' ;`�`�'{' ROOF CONSTRUCTION: 12.16.2016 DOB FILING PITCH FLASHING: MINIMUM 36 GAGE OVERLAP +` `' ''`'. . '' SECTIONS MIN. OF 4 / �'+'+'+' ' -RED CEDAR " PERFECTIONS, 5" EXPOSURE ROOF CONSTRUCTION: ' +` '' ++++++ +++ -1X4 PRESSURE TREATED BATTENS NAILED TO PRESSURE -RED CEDAR g" PERFECTIONS, 5" EXPOSURE 2'-0' TREATED 1X4 SPACER - 1X4 SPACER [1 J"] NAILED TO -1X4 (PRESSURE TREATED BATTENS NAILED TO ��� RAFTER AND WATER BARRIER ALONG ALL LOWEST ROOF PRESSURE TREATED 1X4 SPACER - 1X4 SPACER IL +89'-11 EDGES OF ROOF SURFACES EXTENDING A MIN. OF [1 "] NAILED TO RAFTER BOTTOM OF ATTIC JSTS , ' / _ 36" INSIDE INTERIOR WALL LINE AT SLOPES < 8:12 ICE AND WATER BARRIER ALONG ALL LOWEST ROOF EDGES OF ROOF SURFACES EXTENDING / \ - " ZIP ROOF SHEATHING A MIN. OF 24" INSIDE INTERIOR WALL LINE / \ -R-49 NEW CLOSED CELL URETHANE SPRAY FOAM AT SLOPES < 8:12 / \ INSULATION WITH SPRAY-APPLIED VAPOR BARRIER ;'� / // \ \\ \'« ` -%" GYP BOARD PAINTED ZIP ROOF SHEATHING / \ \ -R-49 NEW CLOSED CELL URETHANE SPRAY FOAM / / \ \ INSULATION WITH SPRAY-APPLIED VAPOR BARRIER +8 -2" \ \ -Y8" GYP BOARD PAINTED T.O. BEARINq PLATE / \\ \ +87'-6" ASL.,` EAVE FLASHING / / \ \ ;. _ BTM. OF RAISED EAVE PVC FASCIAS. PAINTED. // // \ \\ BTM. OF RAISED"EAVE EAVE VENT WITH INSECT SCREEN // // \\ \\ PVC SOFFIT. PAINTED HEAD FLASHING OVER EXTEND UNDER SHEATHING / // \ \ SOFFIT VENT WITH INSECT SCREEN ABOVE AND OVER SHEATHING BELOW / \ \OPP. SIM. _45 PVC FASCIAS AND SOFFIT. PAINTED. \ 4 \ HEAD FLASHING OVER EXTEND UNDER SHEATHING / \ ALUMINUM CLAD WOOD WINDOWS & DOORS TO BE ANCHORED IN -45 ABOVE AND OVER SHEATHING BELOW\ _ ACCORDANCE WITH MARVIN'S PUBLISHED RECOMMENDATIONS TO \ ALUMINUM CLAD WOOD WINDOWS & DOORS TO BE ACHIEVE THE DESIGN PRESSURE SPECIFIED IN THE NYS RESIDENTIAL CODE. II ��\ OPERATIONAL ALUMINUM CLAD WOOD WINDOW III SILL PAN FLASHING WALL CONSTRUCTION 2ND FL ADDITION: -WHITE CEDAR SHINGLES, 5" EXPOSURE �I - STURDI BATTEN, SV-3 VENT TOP AND BOTTOM ;':'' c SHEATHING WATER RESISTANT VAPOR PERMEABLE SYSTEM / II *. I -2X6 STUDS :+.� / .. . -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM WALL CONSTRUCTION 2ND FL ADDITION: INSULATION WITH SPRAY-APPLIED VAPOR BARRIER -WHITE CEDAR SHINGLES, 5" EXPOSURE I .+'.+ 2 -a" GWB STURDI BATTEN, SV-3 VENT TOP AND BOTTOM ^I ',.',.', -70 TYP. -PAINT (REF. INTERIOR FINISH SCHEDULE) - " ZIP WATER RESISTANT VAPOR PERMEABLE SYSTEM SHEATHING {+�+ }a+ + FLOOR CONSTRUCTION: CIVIL ENGINEER VINCENT GAUDIELLO, PE -2X6 STUDS _Y WOOD FINISH FLOOR -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM INSULATION WITH 't' � I , . ; -[2] LAYERS " PLYWOOD LAYED PERPENDICULAR TO EACH THE RAYNOR GROUP, P.E. & L.S. PLLC %SPRAY-APPLIED VAPOR BARRIER i` ` ' +++++. OTHER ADHERED TO EACH OTHER WITH SUBFLOOR ADHESIVE 860 MONTAUK HIGHWAY -a GWB ;':' � 5 -FLOOR JOIST (REF. STRUCTURAL PLANS) WATER MILL, NEW YORK 11976 631-726-7600 --PAINT (REF. INTERIOR FINISH SCHEDULE) �'+' ' i -45 .','. -BATT INSULATION R-34 FLOOR CONSTRUCTION: -5g" GWB MEP ENGINEER NINO D'ANTONIO, PE -%" WOOD FINISH FLOOR +.;.+ -PAINT REF. INTERIOR FINISH SCHEDULE) D'ANTONIO CONSULTING ENGINEERS -[2] LAYERS " PLYWOOD LAYED PERPENDICULAR TO EACH OTHER AND ADHERED TO +78'-7' ASL. 30 W. WAUKENA AVENUE EACH OTHER WITH SUBFLOOR ADHESIVE SECOND FLOOR OCEANSIDE, NY 11572 516.594.4284 -FLOOR JOIST (REF. STRUCTURAL PLANS) 5 BRICK TIES -BATT INSULATION R-34 -45 OPP. SIM. WALL CONSTRUCTION 1ST FL. ABOVE EXISTING: STRUCTURAL ENGINEER _5$" GWB -PTD. WHITE BRICK W/1" AIR SPACE EVAN AKSELRAD, PE -PAINT (REF. INTERIOR FINISH SCHEDULE) - " ZIP SYSTEM SHEATHING 16 JAY STREET FL3 +78'-7" ASL. NEW YORK, NY 10013 917.689.0301 SECOND FLOOR +77'-1" ASL. -2X4 STUDS B . & JSTS BRNG. HGHT. -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM PAINTED PVC TRIM 6 INSULATION WITH SPRAY-APPLIED VAPOR BARRIER FILING CONSULTANT WALL CONSTRUCTION 1ST FL. ABOVE EXISTING: '' -5/' GWB EN CONSULTANTS -COMMON BRICK TO MATCH EXISTING SIZE AND TEXTURE PTD. WHITE -70 .+:+ -PAINT (REF. INTERIOR FINISH SCHEDULE) 1319 NORTH SEA ROAD W/1" AIR SPACE HEAD FLASHING SOUTHAMPTON, NY 11968 631 .283.6360 - " ZIP SYSTEM SHEATHING +77'-1" ASL. ,gi, HEAD FLASHING -2X4 STUDS -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM INSULATION WITH BM. & JSTS BRNG. HGHT. ALUMINUM CLAD WOOD WINDOWS & DOORS TO BE ANCHORED IN ACCORDANCE WITH MARVIN'S studio Cicetti architect pc SPRAY-APPLIED VAPOR BARRIER - ' PUBLISHED RECOMMENDATIONS TO ACHIEVE THE -/ DESIGN PRESSURE SPECIFIED IN THE NYS s + :i 172 beard street, Brooklyn, ny 11231 718.875.1460 " GWB -PAINT (REF. INTERIOR FINISH SCHEDULE) :':I 6 RESIDENTIAL CODE. OPEN HEAD WEEP JOINTS EVERY OTHER BRICK TOP AND BOTTOM :': � COURSE TYP. '+ -45 FIXED ALUMINUM CLAD WOOD TRANSOM project: WALL CONSTRUCTION EXISTING: +,+ AKSELRAD RESIDENCE -PTD. WHITE EXISTING BRICK ;+; -EXISTING 2X4 STUDS +.+ -EXISTING INSULATION -EXISTING GWB 3 OPERABLE ALUMINUM CLAD WOOD WINDOW -PAINT (REF. INTERIOR FINISH SCHEDULE) _70 4125 Nassau Point Rd., Cutchogue, NY 11935 SILL PAN FLASHING WOOD FLOORING AS SCHEDULED OVER [2] LAYERS J" PLYWOOD LAYED PERPENDICULAR TO EACH EXISTING 1ST FL. 2X4 WALL WALL SECTIONS OTHER AND ADHERED WITH SUBFLOOR ADHESIVE PARTIAL WALL SECTION PARTIAL WALL SECTION EXISTING SLAB ON GRADE EXISTING SLAB ON GRADE scn�E: a/a•=�'-o• 2 scn�E: 3/a'=�'-o• EXISTING FOOTING & FOUNDATION WALL EXISTING FOOTING & FOUNDATION WALL VERIFY EXISTING FRENCH DRAIN IS FUNCTIONAL VERIFY EXISTING FRENCH DRAIN IS FUNCTIONAL 67'-0" ASL. FIRST FLOOR seal&signature: date: DEC 16, 2016 project no.: 07-2015 VkF-D drawn by: AE, MS checked by: IVIC drawing no.: OOQO°° 000 oQ,� 40 �f^� 0 .(� //' A-401 . 00 W� "° ° ° °°moo° 1J' f/ 'x CD o °°o o t � o°0O SOF Og �o cad file no.: R o 00 a °o° °o Oo°oO O O000O ©copyright studio Cicetti architect pc I ROOF CONSTRUCTION: -RED CEDAR J" PERFECTIONS, 5" EXPOSURE general note: -1X4 PRESSURE TREATED BATTENS NAILED TO all drawings, specifications, plans, ideas, arrangements, and PRESSURE TREATED 1X4 SPACER - 1X4 SPACER ROOF CONSTRUCTION: designs represented or referred to are the property of and [1 J"] NAILED TO RAFTER -RED CEDAR J" PERFECTIONS, 5" owned by studio Cicetti architect pc, whether the project for ICE AND WATER BARRIER ALONG ALL LOWEST EXPOSURE which they are prepared is executed or not. they are created, ROOF EDGES OF ROOF SURFACES EXTENDING -1X4 PRESSURE TREATED BATTENS evolved, developed, and produced solely for use on and in A MIN. OF 24" INSIDE INTERIOR WALL LINE .'.:.++.`.:,:,` NAILED TO PRESSURE TREATED 1X4 connection with this project and none of the above may be AT SLOPES < 8:12 SPACER - 1 X4 SPACER [1 �"] NAILED disclosed or given to or used by any person, firm, or ZIP ROOF SHEATHING a, :+:++++++++.++: : :i: ;•;•: TO RAFTER corporation for any use or purpose whatsoever, except upon R-49 NEW CLOSED CELL URETHANE SPRAY FOAM - ICE AND WATER BARRIER ALONG INSULATION WITH SPRAY-APPLIED VAPOR BARRIER 't'�`+ ALL LOWEST ROOF EDGES OF the written permission and direction of studio Cicetti architect 5 I � pc. -/" GYP BOARD PAINTED ROOF SURFACES EXTENDING A WALL CONSTRUCTION 2ND FL ADDITION: ` MIN. OF 24" INSIDE INTERIOR s. -WHITE CEDAR SHINGLES, 5" EXPOSUREWALL LINE AT SLOPES < 8:12 STURDI BATTEN, SV-3 VENT TOP AND I 4 - '" ZIP ROOF SHEATHING no. date submission BOTTOM -70 -R-49 NEW CLOSED CELL URETHANE - " ZIP WATER RESISTANT VAPOR PERMEABLE SPRAY FOAM INSULATION WITH SYSTEM SHEATHING ,o• SPRAY-APPLIED VAPOR BARRIER -2X12 STUDS ' -R-20 NEW CLOSED CELL URETHANE SPRAY GYP BOARD PAINTED 12.16.2016 DOB FILING FOAM INSULATION WITH SPRAY-APPLIED VAPOR BARRIER ' -%" GWB .' PVC FASCIAS AND SOFFIT. PAINTED. -PAINT (REF. INTERIOR FINISH SCHEDULE) i WOOD BEAM-SEE STRUCTURAL. ALUMINUM CLAD WOOD WINDOWS & DOORS TO BE ANCHORED IN ACCORDANCE WITH MARVIN'S PUBLISHED RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED IN THE NYS RESIDENTIAL CODE. OPERATIONAL ALUMINUM CLAD WOOD DOOR. ANODIZED ALUM. GUARDRAIL. ° 19 ERRACE TERRACE CONSTRUCTION: -STONE PAVERS ON ADJUSTABLE PEDESTALS ° -POLYURETHANE MEMBRANE ROOFING SYSTEM ° " PLYWOOD DECKING - WOOD JOISTS--SEE STRUCTURAL ° 1 - GWB ' ' .............. -70 WALL CONSTRUCTION 2ND FL -PAINT (REF. INTERIOR FINISH SCHEDULE) ° TERRACE CONSTRUCTION: -WHITE CEDAR SHINGLES, 5" EXPOSURE STEEL BEAM--SEE STRUCTURAL. -STONE PAVERS ON ADJUSTABLE PEDESTALS - STURDI BATTEN, SV-3 VENT TOP -POLYURETHANE MEMBRANE ROOFING SYSTEM AND BOTTOM _ " PLYWOOD DECKING ° - " ZIP WATER RESISTANT VAPOR +78'-7" ASL. ; - WOOD JOISTS--SEE STRUCTURAL PERMEABLE SYSTEM SHEATHING 12 SECOND FLOOR PTD. PVC BELLY BAND. e ••-••• -PAINT (REF. INTERIOR FINISH SCHEDULE) -R-20 NEW CLOSED CELL URETHANE • ;;:• R SPRAY FOAM INSULATION WITH `� SPRAY-APPLIED VAPOR BARRIER `> {, ';' ° ++++ 3 +++ + ++++++++ ANODIZED ALUM. GUARDRAIL. -%" GWB E +77'-l" ASL. 704 ?= -PAINT (REF. INTERIOR FINISH . . BEAM AND JOISTS BEARING HEIGHT SCHEDULE) :;: °...........I: .::z::.: ..........•. WOOD BEAM-SEE STRUCTURAL. HEAD FLASHING MOTORIZED POCKET SHADE. •• °� 4 _ n+ —++ -45 PTD. PVC BELLY BAND.WHITE CEDAR SHINGLES, 5 EXPOSURE ++++++*.}.+ , . . .+,+, , PE CIVIL ENGINEER VINCENT GAUDIELLO OPERATIONAL ALUMINUM CLAD WOOD WINDOW +76'-11 1/2" ASL. ------- THE RAYNOR GROUP, P.E. & L.S. PLLC SILL PAN FLASHING 1 BEAM BEARING HEIGHT 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 WALL CONSTRUCTION 1ST FL EXISTING (V.I.F.): ° -70 i -CEDAR SHINGLES, 5" EXPOSURE MEP ENGINEER NINO D'ANTONIO, PE -SAME AS BELOW :::::: :::::: .... D'ANTONIO CONSULTING ENGINEERS +67'-0" AS 30 W. WAUKENA AVENUE FIRST FL00 OCEANSIDE, NY 11572 516.594.4284 FLOOR CONSTRUCTION: STRUCTURAL ENGINEER -%4" WOOD FINISH FLOOR CONSTRUCTION NOTES: EVAN AKSELRAD, PE -[2] LAYERS PLYWOOD LAID PERPENDICULAR 16 JAY STREET FL3 TO EACH OTHER NEW YORK, NY 10013 917.689.0301 -EXISTING FLOOR JOISTS O ALL WALL AND CEILING INSULATIO -SOUND BATTS . . . . INSTALLED PER MANUFACTURER'S -j" GWB INSTRUCTION. FILING CONSULTANT EN CONSULTANTS -PAINT (REF. INTERIOR FINISH SCHEDULE) 4 -70 O2 ALL FLOOR INSULATION INSTALLED PER 1319 NORTH SEA ROAD OPERATIONAL ALUMINUM CLAD WOOD DOOR. — MANUFACTURER'S INSTRUCTIONS AND IN SOUTHAMPTON, NY 11968 631 .283.6360 ••.... . •;: .... SUBSTANTIAL CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR. studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 OPERATIONAL ALUMINUM CLAD WOOD WINDOW project: SILL PAN FLASHING AKSELRAD RESIDENCE WALL CONSTRUCTION CELLAR FL. EXISTING V.I.F. : FLOOR CONSTRUCTION: — -PTD. WHITE BRICK 2 -Y4" WOOD FINISH FLOOR -DRAIN WRAP -70 -[2] LAYERS " PLYWOOD LAID PERPENDICULAR 4125 Nassau Point Rd., Cutcho ue, NY 11935 -/ PLYWOOD TO EACH OTHER 9 -2X4 STUDS "' " """" ""'• -EXISTING FLOOR JOISTS •r•' .� -BATT INSULATION R-19 W/KRAFT PAPER AS ! ! PARTIAL WALL SECTION -SOUND BATTS VAPOR RETARDER GWB -%" GWB -PAINT (REF. INTERIOR FINISH SCHEDULE) WALL SECTIONS -PAINT (REF. INTERIOR FINISH SCHEDULE) Z EXISTING STONE TILE DECK. 5)6'-3" ASL CELLARLAR FLOOR seal&signature: date: DEC 16, 2016 EXISTING 1ST FLOOR 2X4 WALL \\ project no.: 07-2015 e EXISTING SLAB ON GRADE - EIL3 Af�G,� drawn by: AE, M ° 0000 �`� ` C1 'i checked by: MC OO EXISTING FOOTING & FOUNDATION WALL off § ,, drawing no.: ° ^' o r VERIFY EXISTING FRENCH DRAIN IS FUNCTIONAL -402 . 00 � O n O O 0 0 00 ,. t#z� eR o o OF 0o p° 0 o cad file no.: 000 (D PARTIAL WALL SECTION . SCALE: 3/4'=1'-0" ©copyright studio Cicetti architect pc L_ -I lo, . . . . . . '� / / ONS general note: CONSTRUCTION NOTES: - /i /%/ RED CEDAR PERFEEXIPOSURE. all drawings, specifications, plans, ideas, arrangements, and ' / // / designs represented or referred to are the property of and ALL WALL AND CEILING INSULATIO // / // owned by studio Cicetti architect pc, whether the project for �/ / / +87'-2" ASL. which they are prepared is executed or not. they are created, INSTALLED PER MANUFACTURER'S T.O. BEARING PLATE evolved, developed, and produced solely for use on and in INSTRUCTION. -� f / +84'-4" connection with this project and none of the above may be O ALL FLOOR INSULATION INSTALLED PER ++++ / // T. 0. BEARING PLT. disclosed or given to or used by any person, firm, or MANUFACTURER'S INSTRUCTIONS AND IN :t:i f / / corporation for any use or purpose whatsoever, except upon SUBSTANTIAL CONTACT WITH THE +'•' f // / / the written permission and direction of studio Cicetti architect UNDERSIDE OF THE SUBFLOOR. L // / / +s2'-to" ASL. +++ + p� /// / / BOTTOM OF ROOF I ' ++ i ++ i no. date submission TERRACE CONSTRUCTION: '' '' ' -STONE PAVERS ON ADJUSTABLE PEDESTALS 19 ERRACE ° -POLYURETHANE MEMBRANE ROOFING SYSTEM ° - " PLYWOOD DECKING ° 12.16.2016 DOB FILING WOOD JOISTS--SEE STRUCTURAL GWB ° --- STONE PAVERS ON ADJUSTABLE PEDESTALS. -PAINT (REF. INTERIOR FINISH SCHEDULE) STEEL BEAM--SEE STRUCTURAL. ° ° POLYURETHANE MEMBRANE ROOFING SYSTEM. ANODIZED ALUM. GUARDRAIL. FLUSH PLATE ROOF DRAWIN WITH 4" ++++1 r5 STEEL BEAM--SEE STRUCTURAL. ° ° :I +78'-7" ASL. ' +78'-7" ASL. ° SECOND FLOOR _____ _____ SECOND FLOOR +,. '.'.'`t :�. . ++++ L + . . . . . .f . . 1 fl - _ . . _ .-__-- _ -_-- -_ _- +77 -1 ASL. +77 -1 ASL._ �, BEAM AND JOISTS BEARING HEIGHT - BEAM AND JOISTS BEARING HEIGHT 2 I I MOTORIZED POCKET SHADE. _70 II + 2 I I O -45 WALL CONSTRUCTION 2ND FIL WALL CONSTRUCTION: -WHITE CEDAR SHINGLES, 5" -WHITE CEDAR SHINGLES, 5" EXPOSURE ,+++++++++..+ EXPOSURE :+++++:+:++++ STURDI BATTEN, SV-3 VENT TOP AND ++++++++, +, - STURDI BATTEN, SV-3 VENT BOTTOM i TOP AND BOTTOM - " ZIP WATER RESISTANT VAPOR PERMEABLE - " ZIP WATER RESISTANT VAPOR SYSTEM SHEATHING IPERMEABLE SYSTEM SHEATHING -2X12 STUDS '+'a'+'+'a'+'+ -2X6 STUDS -R-20 NEW CLOSED CELL URETHANE SPRAY -R-20 NEW CLOSED CELL URETHANE ALUMINUM CLAD WOOD WINDOW FOAM INSULATION WITH SPRAY-APPLIED VAPOR I :'+ + SPRAY FOAM INSULATION WITH OPERATIONAL L + . + , + . BARRIER SPRAY-APPLIED VAPOR BARRIER I I -�„ GWB I ,1 GWB a FLOOR CONSTRUCTION: -PAINT (REF. INTERIOR FINISH SCHEDULE) I ::::i:;:}:::r: -PAINT (REF. INTERIOR FINISH -Y4" WOOD FINISH FLOOR SCHEDULE) -[2] LAYERS �" PLYWOOD LAYED FLOOR CONSTRUCTION: PERPENDICULAR TO EACH OTHER AND -3/" WOOD FINISH FLOOR +++++++.+.h+ ++++++:':':':' ROOF DRAIN LEADER BEYOND. ADHERED TO EACH OTHER WITH SUBFLOOR -[2] LAYERS J" PLYWOOD LAYED +'+'+'+' +'+' ADHESIVE , PERPENDICULAR TO EACH OTHER AND I +.++++++++++++ -EXISTING FLOOR JOISTS / ADHERED WITH SUBFLOOR ADHESIVE . . . . . . I -SOUND ,BATTS // -EXISTING FLOOR JOIST (REF. STRUCTURAL �� .+.+ :,:; +; GWB I I CIVIL ENGINEER VINCENT GAUDIELLO, PE -PAINT (REF. INTERIOR FINISH SCHEDULE) -R-20 NEW CLOSED CELL URETHANE SPRAY :: + :I THE RAYNOR GROUP, P.E. & L.S. PLLC / I I 860 MONTAUK HIGHWAY / FOAM INSULATION -/' GWB r +' I I I WATER MILL, NEW YORK 11976 631-726-7600 \ -PAINT (REF. INTERIOR FINISH SCHEDULE) +% WALL CONSTRUCTION 2ND FL ADDITION: I I MEP ENGINEER NINO D'ANTONIO, PE -WHITE CEDAR SHINGLES, 5" EXPOSURE \ +.++:I I I D'ANTONIO CONSULTING ENGINEERS - STURDI BATTEN, SV-3 VENT TOP AND \ I l 30 W. WAUKENA AVENUE BOTTOM \\ STL. BEAM--SEE STRUCTURAL \ \- -�" ZIP WATER RESISTANT VAPOR PERMEABLE \ � �\ OCEANSIDE, NY 11572 516.594.4284 I SYSTEM SHEATHING STRUCTURAL ENGINEER -2X12 STUDS 3 EVAN AKSELRAD, PE I i -R-20 NEW CLOSED CELL URETHANE SPRAY 16 JAY STREET FL3 FOAM INSULATION WITH SPRAY-APPLIED VAPOR -45 I NEW YORK, NY 10013 917.689.0301 BARRIER — " GWB J a -PAINT (REF. 'INTERIOR FINISH SCHEDULE) +'' -� FILING CONSULTANT + I EN CONSULTANTS I ++�, 1319 NORTH SEA ROAD +67'-0" ASL. +67'-0" ASL. i ' i+' ' FIRST FLOOR FIRST FLOOR SOUTHAMPTON, NY 11968 631 .283.6360 l II studio cicetti architect pc +65 8 ASL. I;+ + 172 beard street, Brooklyn, ny 11231 718.875.1460 {h++ BEAM BRG HEIGHT PARTIAL WALL SECTION rt ` project: 2 SCALE: 3/4"=1'-0" I II II AKSELRAD RESIDENCE II II I I STEEL TUBE COLUMN IN PAINTED PVC COLUMN WRAP STEEL TUBE COLUMN IN PAINTED PVC COLUMN II III 4125 Nassau Point Rd., Cutchogue, NY 11935 I I III II I NEW STONE PAVERS WRAP I I I NEW STONE PAVERS III II 1 EXISTING SLAB ON GRADE III II PARTIAL WALL SECTION I I I III -45 WALL SECTIONS 1 SCALE: 3/4"=l'-o" I I I I EXISTING FOOTING & FOUNDATION WALL III II EXISTING CELLAR FLOOR 2X4 WALL VERIFY EXISTING FRENCH DRAIN IS FUNCTIONAL II -70 56'-3" ASL. I 56'-3" ASL. CELLAR FLOOR VN CELLAR FLOOR signature:� seal g 16, 2016`•� date: DEC project no.: 07-2015 fD AO, drawn by: AE, MS S " ° C` EXISTING SLAB ON GRADE .,�a ';� checked by: MC EXISTING FOOTING & FOUNDATION WALL �� 04�° °moo°o� o ° ° o o�000° ° r3wing no.: VERIFY EXISTING FRENCH DRAIN IS FUNCTIONAL _02A-403 . 00 0- U. 0 To OFN 00°� 0 00000 cad file no.: 000 ©copyright studio Cicetti architect pc L_ � -RED CEDAR " PERFECTIONS, 5" EXPOSURE general note: CONSTRUCTION NOTES: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for OIL +87'-4" ASL. Fr'`` WALL CONSTRUCTION 2ND FL: O ALL WALL AND CEILING INSULATIO which they are prepared is executed or not. they are created, T.O. BEARING PLATE -WHITE CEDAR SHINGLES, 5" EXPOSURE INSTALLED PER MANUFACTURER'S evolved, developed, and produced solely for use on and in STURDI BATTEN, SV-3 VENT TOP AND BOTTOM INSTRUCTION. connection with this project and none of the above may be - " ZIP WATER RESISTANT VAPOR PERMEABLE disclosed or given to or used by any person, firm, or ;i I SYSTEM SHEATHING O2 ALL FLOOR INSULATION INSTALLED PER corporation for any use or purpose whatsoever, except upon -2X6 STUDS MANUFACTURER'S INSTRUCTIONS AND IN the written permission and direction of studio Cicetti architect -R-20 NEW CLOSED CELL URETHANE SPRAY SUBSTANTIAL CONTACT WITH THE pc FOAM INSULATION WITH SPRAY-APPLIED VAPOR UNDERSIDE OF THE SUBFLOOR. BARRIER -Y8" GWB no. date submission +'+'+' -PAINT (REF. INTERIOR FINISH SCHEDULE) +'+'+ FLOOR CONSTRUCTION: 12.16.2016 DOB FILING ;;:::: -%4" WOOD FINISH FLOOR '•'.'� -[2] LAYERS " PLYWOOD LAYED PERPENDICULAR {;+:;; TO EACH OTHER AND ADHERED TO EACH OTHER I+;+;+; WITH SUBFLOOR ADHESIVE ++++++ -FLOOR JOIST (REF. STRUCTURAL PLANS) :':': -SOUND BATTS -%" GWB +78'-7" ASL. -PAINT (REF. INTERIOR FINISH SCHEDULE) SECOND FLOOR 2X LEDGER TOP AND NAILING BLOCKING BOTTOM. ' Oo +++F++++++ ++ +77'-1" ASL. BEAM AND JOISTS BEARING HEIGHT PLUMBING CHASE. ANODIZED ALUMINUM HAND RAIL. S-24" CANTILEVER FLOOR CONSTRUCTION: 34" WOOD FINISH FLOOR -[2] LAYERS J" PLYWOOD LAYED PERPENDICULAR TO EACH OTHER AND ADHERED TO EACH OTHER WITH SUBFLOOR ADHESIVE -FLOOR JOIST (REF. STRUCTURAL PLANS) R-49 NEW CLOSED CELL URETHANE SPRAY FOAM INSULATION WITH SPRAY-APPLIED VAPOR BARRIER -PAINTED PVC SOFFIT. STAIR CONSTRUCTION: -2X4 DECKING ' -2X8 JOISTS HUNG OFF PRESSURE TREATED *' GIRDERS BEARING ON STEEL PLATES \ '''' '' '�' CANTILEVERED OFF STEEL BEAM--CANTILEVERED STEEL PLATES HAVE STEEL BEARING PLATES WELDED TO BOTTOM. CIVIL ENGINEER VINCENT GAUDIELLO, PE EXISTING WALL BEYOND. THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 QEE TIALo WALL SECTION WALL SECTIONS seal&signature: date: DEC 16, 2016 project no.: 07-2015 5 oo° � � drawn by: AE, MS Oo ° °o checked by: MC drawing no.: 0 \•�1 0°000 . 0o o 0..* Q � A-404 . 00 ° a cad file no.: ©copyright studio Cicetti architect pc L_ � + + + general note: + + + all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and + + + Q owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, + + + + + + evolved, developed, and produced solely for use on and in THICK ANDD. ALUM. connection with this project and none of the above may be + + + + + + 1 VERTICAL POST ANCHORED disclosed or g y any to or used b y person, firm, or TO BEAM THROUGH DECKcorporation for any use or purpose whatsoever, except upon I; + + + AND SPACER. 11 the written permission and direction of studio Cicetti architect I pc. I I STONE PAVERS ON IIj ADJUSTABLE PEDESTALS O no. date submission I Ill jl METAL LATH 11 .23.2016 ISSUE FOR BID III, III N, 12.16.2016 DOB FILING I ;II I POLYURETHANE MEMBRANE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIS II ROOFING SYSTEM--WRAP r +� (� AND SEAL GUARDRAIL BASE. j IIII;' PRESSURE TREATED SPACERS. -- -_- III -- -- III 2" RIGID INSULATION. IIIII " PTD. PVC TRIM OVER PVC + /- + + + + + + + + + + + + + + RIM JOIST--SEE ;'III TRIM SPACERS. + + + + j + + + + + + + + + + + + + + STRUCTURAL I IIII + + + / L + + + + + + + + + + + ll j I COPPER FLASHING LAP ZIP + + + + + + + + + + + + + + + ' III BOARD OVER FLASHING. IIII' + + + + + + IIII 1111 + + + + + + + + + + + + + + + + + + + + + + + II STURDI BATTEN VENT WITH (IIII INSECT SCREEN TYP. lull + + + + + + + + + + + + + + IIII ;II + + + + + + + + + + + + + + + (IIII STEEL BEAM--SEE "III + + + + + + + + + + + + + + IIII STRUCTURAL. I1 , ' + + + + + + + + + + + I I I II + + + + + + + + + + + + + + I I II I II + + + + ----------------------- ------------------------------ ---- -... - --- --- ---- IfH If + + + 2" FURRING. VIII I � STURDI BATTEN VENT STRIP. IIII + + + STURDI BATTEN VENT STRIP. if211 II WHITE CEDAR SHINGLES, 5" II IIII + + + CEDAR SHINGLES, 5" I I n EXPOSURE II;; + + + EXPOSURE IIII + + + + + +iIII ++ + iI iI, + + + I + + + d + + + +Iill II + +II + I'IIi + + + + g , BOTTOM OF JOIST--SEE II III + + + + VIII STRUCTURAL. I _ f11 Il� + + + ++ + + + t l� I it i'I + `•, 5 SECTIONDETAIL — ATRIM JOIST SECTION DETAIL— TERRACE GUARD RAIL + + + CIVIL ENGINEER VINCENT GAUDIELLO, PE + + + THE RAYNOR GROUP, P.E. & L.S. PLLC + + + 860 MONTAUK HIGHWAY + + + WATER MILL, NEW YORK 11976 631-726-7600 + + + ;' MEP ENGINEER NINO D'ANTONIO, PE + + + D'ANTONIO CONSULTING ENGINEERS + + + 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 WRAP BUG SCREEN AT ALL BOTTOM VENTS STRUCTURAL ENGINEER ° EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 ° FILING CONSULTANT D ° EN CONSULTANTS 1319 NORTH SEA ROAD D SOUTHAMPTON, NY 11968 631 .283.6360 D BASE PLATE FOAM TAPE. ° ° studio cicetti architect pc t> D 172 beard street, brooklyn, ny 11231 718.875.1460 ° ° D ° p project: ° 2" RIGID FOAM INSULATION o AKSELRAD RESIDENCE FOR A TOTAL OF 24" OF D DEPTH BOTH HORIZONTAL ° AND VERTICAL. ° 4125 Nassau Point Rd., Cutchogue, NY 11935 0 0 0 o EXTERIOR DETAILS ° D p D ° D ° seal&signature: date: DEC 16, 2016 D � ° project no.: 07-2015 igEDA t , drawn by: AE, MS checked by: MC 'drawing no.: 1Aw A-450 . 00 OF 2 SECTION DETAIL — GARAGE WALL CURB NOT USED cad file no.: SCALE: 3"=1'-0" ©copyright studio Cicetti architect pc L� I J + + + + + + i + + + ROOF CONSTRUCTION: general note: + + + + + STURDI BATTEN VENT -RED CEDAR " + all drawings, specifications, plans, ideas, arrangements, and PERFECTIONS, 5 EXPOSURE + + designs represented or referred to are the property of and + + + + STRIP. -1 X PRESSURE TREATED owned by studio Cicetti architect pc, whether the project for + + `I + + + BATTENS NAILED TO 1X + + + which they are prepared is executed or not. they are created, + BASE PLATE FOAM TAPE. + + + + + CEDAR SHINGLES, 5" SPACER + + + + + + + + + evolved, developed, and produced solely for use on and in + EXPOSURE - 1X SPACER [1 connection with this project and none of the above may be + + + �"]NAILED TO RAFTER + + + + + + + disclosed or given to or used by any person, firm, or + + 1, CLOSED CELL URETHANE + + + STURDI BATTEN VENT " ZIP ROOF + + + + + + + corporation for any use or purpose whatsoever, except upon SPRAY FOAM INSULATION. WITH INSECT SCREEN - ZIP BOARD SHEATHING. + j ' + + T.P SHEATHING + + + + + + + + + the written permission and direction of studio Cicetti architect + + + + + -R-49 NEW CLOSED CELL + + + + + + + + pc + + + PRESSURE TREATED URETHANE SPRAY FOAM + + + + + + + + + + + + + ! + + + STARTER STRIP. INSULATION WITH + + + BASE PLATE FOAM TAPE. SPRAY-APPLIED VAPOR + + + + + + + + + BARRIER + + + + + + + + + + no. date submission + + + + + COPPER FLASHING AND -j" GYP BOARD PAINTED + + + + + + + + f COUNTER FLASHING WITH + + + + + + + + + + OPEN WEEP JOINTS DRIP EDGE--EXTEND COPPER DRIP EDGE BELOW + + + + + 11 .23.2016 ISSUE FOR BID + EVERY OTHER BRICK SHEATHING BOARD SHEATHING. + + + + + 12.16.2016 DOB FILING COPPER FLASHING AND TOP AND BOTTOM + + + COUNTER FLASHING WITH - + I COURSE TYP. STARTER STRIP— � -------------------------------------- ----- + ----- DRIP EDGE--EXTEND UNDER COPPER FLASHING AND COPPER DRIP EDGE ZIP BOARD SHEATHING. + + COUNTER FLASHING WITH + DRIP EDGE--EXTEND UNDER 1» PAINTED PVC CAP. CONTINUOUS VENT/WEEP + + I ZIP BOARD SHEATHING. 2" WITH INSECT SCREEN COPPER FLASHING AND - + COUNTER FLASHING WITH + + DRIP EDGE--EXTEND UNDER + PAINTED " PVC FASCIA " OVER i" PVC SPACERS + ZIP BOARD SHEATHING. + + AND PRESSURE TREATED + 4" WOOD SPACERS. PAINTED PVC FASCIAS. + + + + OPEN WEEP JOINTS SOFFIT VENT WITH INSECT EVERY OTHER BRICK SCREEN + + 1" GA F TOP AND BOTTOM 2X BLOCKING BETWEEN COURSE TYP. + STUD EXTENSIONS--SEE STRUCTURAL. BRICK TIES EVERY 16" + VERTICALLY AND EVERY PAINTED PVC SOFFIT. + STUD HORIZONTALLY. + + COMMON BRICK TO MATCH EXISTING BRICK SIZE AND + TEXTURE PAINTED WHITE. STURDI VENT VENTED INTO SOFFIT. + + + + + + + + + + i ' 06 SECTION DETAIL - EXISTING WALL AND WALL EXTENSION 5 SECTION DETAIL - DECK WALL INTERSECTION 4 SECTION DETAIL-TYPICAL BOXED SOFFIT DETAIL CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC NOTE: INTERRUPTIONS IN THE DECK VENTILATION CHUTES OR PATHWAYS 860 MONTAUK HIGHWAY (AT THE DORMER) SHOULD BE "CONNECTED" SO THAT AIR FLOWS WATER MILL, NEW YORK 11976 631-726-7600 UPHILL. CONTINUOUS CEDAR SHINGLE MEP ENGINEER NINO D'ANTONIO, PE CAP ABOVE RIDGE VENT D'ANTONIO CONSULTING ENGINEERS CONTINUOUS RIDGE VENT 30 W. WAUKENA AVENUE ALONG PEAK G ROOF: OCEANSIDE, NY 11572 516.594.4284 COR-A-VENT V-600 (11") OR APPROVED EQUAL STRUCTURAL ENGINEER EVAN AKSELRAD, PE PRESSURE TREATED 16 JAY STREET FL3 RED CEDAR J" PERFECTIONS, NAILING PEAK. NEW YORK, NY 10013 917.689.0301 5" EXPOSURE FILING CONSULTANT " BUTT CEDAR EN CONSULTANTS VAPOR PERMEABLE WATER SHINGLES, 5" EXPOSURE 1319 NORTH SEA ROAD CONTROL MEMBRANE OVER SOUTHAMPTON, NY 11968 631 .283.6360 EX'G 3x6 WOOD DECKING TOP OF RIDGE studio cicetti architect pc - " ZIP ROOF + + EL. +97'-4" ASL. 172 beard street, brooklyn, ny 11231 718.875.1460 SHEATHING + + 1X SPACER [1 "]NAILED TO + + project: RAFTER + + + + AKSELRAD RESIDENCE + + + + + + 1X PRESSURE TREATED + + + + + + + BATTENS NAILED TO + + + RIDGE BEAM--SEEg PRESSURE TREATED 1X + + + + + + + + STRUCTURAL 4125 Nassau Point ., utcho ue, NY 11935 SPACER + + + + + + + + + + + + + + + + + + EXTERIOR DETAILS R-49 NEW CLOSED CELL + + + + + +- + + + + URETHANE SPRAY FOAM + + + + + + + + + + + INSULATION WITH + + + + + + + + + + SPRAY-APPLIED VAPOR BARRIER + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + seal&signature: date: DEC 16, 2016 + + + + + + + + + + project no.: 07-2015 + + + + _J_ i —RAFTERS--SEE -Ep A�•�, drawn by: AE, MS `.. + + + + + + STRUCTURAL Ly '> checked by: MC + + + + + + + + + + drawing no.: + + + + ++ ; + + + + + + + + + , + + + + + A-451 . 00 SOF h{ 2 SECTION DETAIL - RIDGE cad file no.: SCALE: 3"=1'-0' ©copyright studio Cicetti architect pc L_ " -R-20 NEW CLOSED THICK ANDD. ALUM. + + + + + + + VERTICAL POST ANCHORED CEDAR SHINGLES, 5' CELL URETHANE SPRAY general note; + + + + + + + FOAM INSULATION WITH TO BEAM THROUGH DECK O EXPOSURE all drawings, specifications, plans, ideas, arrangements, and AND SPACER. + + + + + + + SPRAY-APPLIED VAPOR designs represented or referred to are the property of and 211 + + + + + + + BARRIER owned by studio Cicetti architect pc, whether the project for STURDI BATTEN 211 + + + + + + + %" PAINTED GWB (REF. which they are prepared is executed or not. they are created, STONE PAVERS ON MEDIUM BED MORTAR. STURDI SV-3 VENT TOP AND + + + + + + + INTERIOR FINISH ADJUSTABLE PEDESTALS evolved, developed, and produced solely for use on and in BOTTOM + + + + + + + SCHEDULE) connection with this project and none of the above may be O " ZIP WATER RESISTANT + + + + + + + disclosed or given to or used by any person, firm, or ADJUSTABLE PAVER VAPOR PERMEABLE SYSTEM + + + + + + + WOOD BASEBOARD corporation for any use or purpose whatsoever, except upon 10 PEDESTALS. SHEATHING--SHINGLE OVER �- + + + + + + the written permission and direction of studio Cicetti architect FLASHING + + + + + + + it 2X6 BOTTOM PLATES PC. I W7 STARTER FURRING STRIP. '%;(�K7 )t)/ )t)/ rQ( POLYURETHANE MEMBRANE CONTINUOUS SHEET + + + + + + + 34" WOOD FINISH FLOOR ROOFING SYSTEM--WRAP „ „- r no. date SUbmISSIOn AND SEAL GUARDRAIL BASE. — — — — — — — — — — — — — r r r ZIP BOARD ROOF FLASHING OVER TOP OF OVER [2] LAYERS r r r DECKING OVER WATER DRIP PLYWOOD LAID PRESSURE TREATED SLEEPERS--SLOPE TO PAINTED PVC CAP. PERPENDICULAR TO SPACERS. DRAIN TO ROOF DRAIN. EACH OTHER 11 .23.2016 ISSUE FOR BID 2X12 PLATE ANCHORED 12.16.2016 DOB FILING 2" RIGID INSULATION. BASE PLATE FOAM TAPE. " + + + + + + + + + + + + + TO STL. BEAM AND " HORIZONTAL BATTENS + ! + + PTD. PVC TRIM OVER PVC RIPPED TO PROPER TRIM SPACERS. + + + + + + + + + + + + + f WIDTH + + + + + + + + + + + + + " PLYWOOD DECKING. + + ! + + + + COPPER FLASHING LAP ZIP + + + + + + + + + + + + + + �- + CLOSED CELL URETHANE BOARD OVER FLASHING. + + + + + + + + + + + + + �� ! + + + + SPRAY FOAM INSULATION " + + + + + + + + + + + + + + WITH AROUND STL. BEAM STURDI BATTEN VENT WITH + + + + + + + + + + + + + PTD. PVC TRIM. + + + INSECT SCREEN TYP. 211 + + + + + + + + + + + + + + + EXISTING CONSTRUCTION MANUFACURED WOOD + + + + + + + + + + + + + STEEL BEAM--SEE j + + + BEAM--SEE STRUCTURAL. , , + + + + + + + + + + + + + STRUCTURAL. + + + + + + + + + + + + + + II + + + + + + + + + + + + 4I + + STEEL TUBE COLUMN--SEE + + + + + + + + + + + 2 FURRING. STRUCTURAL. + + + + + + + + + + + + + + + ! + + + + + + + + + + + + +Z z STURDI BATTEN VENT STRIP. " PVC TRIM. H + + + + + + + + + + + CLOSED CELL UREI HANE SPRAY FOAM INSULATION. CEDAR SHINGLES, 5" STEEL ANGLE BEAM LEDGER i ; + + rt r + + + + + + + + + + + EXPOSURE ATTACHED TO TUBE H ! + + + + + + + + + + + + + + COL.--SEE STRUCTURAL + + + + + + + + + + + + + + + + + + + " WOOD SHIMS ! + + + + + + + + + I- + + + + + + + + + + BOTTOM OF JOIST--SEE + + + + + + + STRUCTURAL. + + + + + + + uoo yz + + + + + + + I 2X FURRING + + + + + + + 8 I ; I 3" I , I + + + + + + + " 4 " PVC TRIM. + + + + + + + 8" X 8" PVC COLUMN WRAP EXTERIOR GRADE WOOD PLANK CEILING TO MATCH + + + + + + + + + + + + EXISTING--PAINT + + + + + + + + + + + + + + + + 4 SECTION DETAIL - GUARDRAIL AT WOOD BEAM 3 SECTION DETAIL- AT BASEMENT COLUMN STEEL BEAM j + + + CIVIL ENGINEER VINCENT GAUDIELLO, PE r + + + THE RAYNOR GROUP, P.E. & L.S. PLLC LAP SHEATHING OVER i I + + + i 860 MONTAUK HIGHWAY COPPER FLASHING. I + + + ! ; ! ! ! WATER MILL, NEW YORK 1 1976 631-726-7600 COPPER FLASHING AND , +� + + + COUNTER FLASHING WITH , + + i 8" X 8" PVC COLUMN WRAP MEP ENGINEER NINO D'ANTONIO, PE DRIP EDGE OVER ROOFING I + + + BASE PLATE FOAM TAPE. TO MATCH EXISTING--PAINT MEMBRANE. I D'ANTONIO CONSULTING ENGINEERS Z + + I ; ; 30 W. WAUKENA AVENUE ' I I"� + + STEEL TUBE COLUMN ! ! ! OCEANSIDE, NY 11572 516.594.4284 BEYOND--SEE STRUCTURAL ; II + + + + + FOR FOOTING DETAIL. STRUCTURAL ! ! ! ! STONE PAVERS ON I j EVANAKSELRAD, SEER ADJUSTABLE PEDESTALS + + ! ! ! 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 0 0 0 0 0 0 0 0 0 FILING CONSULTANT POLYURETHANE MEMBRANE r r j EN CONSULTANTS ROOFING SYSTEM--TAKE UP 1319 NORTH SEA ROAD WALL MIN. OF 6". r r r r r ZIP BOARD ROOF t4" j DECKING OVER ; � � , � SOUTHAMPTON, NY 11968 631 .283.6360 SLEEPERS--SLOPE TO 2X WOOD ANCHOR STRAPS DRAIN TO ROOF DRAIN. BEHIND. studio cicetti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1460 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + X 7 " " PVC COLUMN BASE 0 �'� project: + + + + + + + + + + + + + + PLYWOOD DECKING. LARGE FORMAT NEW STONE + + + + + + + + + MATCH EXISTING-PAINT. ^� i ; ; PAVERS ON MED. BED AKS E LRAD RESIDENCE GROUT. STEEL TUBE COLUMN--SEE _ + + + + + + + + + + + + + STRUCTURAL. + + + + + + + + + + + + + + + + II EXISTING CONC. SLAB. + + + + + + + + + + + + + + + + CAULK AT BASE. ig 4125 Nassau Point Rd. Cutcho ue NY 11935 + + + + + + + + + + + SOUNDBATTS. 0 0 0 0 0 0 0 0 )ty0 0 0 0 0 0 EXTERIOR DETAILS -------------------------------------------------------------------------------------------- ENGINEERED WOOD JOISTS--SEE STRUCTURAL. EX'G FOOTING DRAIN AT PERIMETER OF POOL HOUSE FOUNDATION; VERIFY i WORKING ORDER- -- -- STEEL TUBE COLUMN--SEE STRUCTURAL. , seal&signature: date: DEC 16, 2016 project no.: 07-2015 i ppt,t~t)>A�,�, drawn by: AE, MS checked by: MC drawing no.: A-452 . 00 "�OF SECTIONDETAIL - EXTEIOR DECK AND EXTERIOR WALL SECTION DETAIL - BASEMENT COLUMN BASE cad file no.: 2 sem: 3•=,-o• SCALE: 3•=V-0" ©copyright studio Cicetti architect pc L_ 2» 32>, „ ,> 12 3 general note: CEDAR HANDLE CEDAR HANDLE all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in I I = I — — — — connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon CONTINUOUS ANODIZED /2 2" /2 CONTINUOUS ANODIZED 1/2 2" 1/2 the written permission and direction of studio Cicetti architect ALUMINUM STRIP ALUMINUM STRIP pc, no. date submission `r " THICK ANDD. ALUM. " THICK ANOD. ALUM. VERTICAL POST VERTICAL POST 11 .23.2016 ISSUE FOR BID 12.16.2016 DOB FILING '\V 0 0 SS BOLTS ST11 BLUESTONE J" THICK ANDD. ALUM. VERTICAL POST BASE SEAL MEMBRANE ALONG �00�00�00� �00�00�0 POST 0�00�0 00�00� 0 0 0 0 0 0 0 0 0 0 0 0 0 MORTAR BED C CONTINUOUS MEMBRANE WOOD STAIR Ilium III 111VIN 11 " PLYWOOD RIGID INSULATION I Q SS BOLTS rr� - " THICK ANDD. ALUM. VERTICAL POST BASE L�l Q THICK ANDD. ALUM. Q -1__ PLATE Q WATERPROOFING + a° PAINT STL. BEAM, SEE STRUCTURAL ° I ° I ° ° ° CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY 1 STEEL RAILING DETAIL ATIDECK 2 STEEL RAILING DETAIL AT STONE DECK 3 STEEL RAILING DETAIL AT STAIR 4 STEEL RAILING DETAIL AT STAIR WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FI-3 NEW YORK, NY 10013 917.689.0301 1 " GAP BTW SLABS " GAP BTW SLABS FILING CONSULTANT 1 EN CONSULTANTS 1319 NORTH SEA ROAD 2" 3 3/4" SOUTHAMPTON, NY 11968 631 .283.6360 1/2' 1/2 — — — — — — — RAILING ABOVE studio cicetti architect pc _ I I 172 beard street, brooklyn, ny 11231 718.875.1460 BLUESTONE NOTCHED TO -1 BLUESTONE NOTCHED TO WOOD STAIR PLACE VERT. SUPPORT I I I PLACE VERT. SUPPORT O O project: NNI 1 » `�' i N 1 » N N AKSELRAD RESIDENCE VERTICAL RAILING SUPPORT — I VERTICAL RAILING SUPPORT VERTICAL RAILING SUPPORT " THK. ANDD. ALUM. i " THK. ANDD. ALUM. — — — — — " THK. ANDD. ALUM. - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ST11 BLUESTONE PAVERS I I 1 ST11 BLUESTONE PAVERS I O O I 4125 Nassau Point Rd., Cutchogue, NY 11935 I I I I I I 1 ° ° 1 STEEL RAILING DETAILS I I I I I I 1 I I 1 ► I I I I I 1 I I I I I I I seal&signature: date: DEC 16, 2016 project no.: 07-2015 � { EC3 At��, drawn by: AE, MS QSTEEL RAILING DETAIL STONE - PLAN STEEL RAILING DETAIL AT CORNER STONE - PLAN STEEL RAILING DETAIL AT CORNER STAIR - PLAN �e7 Cry°��. checked by: MC � � drawing no.: 6 0 ,73 ` A-455 . 00 OF N cad file no.: ©copyright studio Cicetti architect pc L_ J I general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and ---------------- ------- ---------- - ------------- - ------------------------------- --------------- ------------------- -------------------------------- owned by studio Cicetti architect pc, whether the project for 2'-5" 4'- 2'- 5" I which they are prepared is executed or not. they are created, I evolved, developed, and produced solely for use on and in ___i_________ _______________ ________________________________�___ connection with this project and none of the above may be disclosed or given to or used by any person, firm, or i ! I corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect ST11 -BLUESTONE FACING ST11 - BLUESTONE FACING J PC. TO MATCH PATIO TO MATCH PATIO I l I I ' no. date submission 4"CMU BLOCK I 1 , DANVER OUTDOOR KITCHEN N I i A-460 0 2'-6"TWO DOOR CABINET STAINLESS STEEL ;r, ! ! I 11 .23.2016 ISSUE FOR BID ° --------- --------------- o ---i , i 12.16.2016 DOB FILING I I � I I I I GRL. I l -------------------------------- 1 I A4-SUB-ZERO 24"UNDERCOUNTER N REF. . BUILT-IN REFRIGERATOR DANVER OUTDOOR KITCHEN L___!_________;__ 2 0 o I LL Li 4-0"TWO DOOR CABINET I A-460 0 0 GRILL SUPPORT ' STAINLESS STEEL a o i Lo N i I l r- --------------------------------;--- o I I i i l DANVER OUTDOOR KITCHEN V-6"TWO DOOR CABINET ' COOKTOP SUPPORT M STAINLESS STEEL I I -------------------------------- • I I I I I -DANVER OUTDOOR KITCHEN I I I DANVER OUTDOOR KITCHEN 4-0"TWO DOOR CABINET V-3"THREE DRAWER CABINET GRILL SUPPORT I STAINLESS STEEL STAINLESS STEEL -ST11 - BLUESTONE FACING ' I TO MATCH PATIO SK I o I I I M I I I DANVER OUTDOOR KITCHEN I I 4'-0"TWO DOOR CABINET I ' I I ; SINK SUPPORT --------------------------------�--- STAINLESS STEEL I I f I - I 6 DETAIL PLAN - OUTDOOR KITCHEN 2'- " 7 DETAIL PLAN - OUTDOOR KITCHEN A2-WOLF 42"OUTDOOR P6-DELTA BAR FAUCET 4 BUILT-IN GAS GRILL 4 A-460 A-460 ST11 -BLUESTONE A3-WOLF 13 CIVIL ENGINEER VINCENT GAUDIELLO, PE 10._x. BUILT-IN BURNER ST13-STONE COUNTERTOP THE RAYNOR GROUP, P.E. & L.S. PLLC 4 r 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 -n MEP ENGINEER NINO D'ANTONIO, PE . - ST13 STONE COUNTERTOP D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE / � OCEANSIDE, NY 11572 516.594.4284 ST11 -BLUESTONE FACING ® ® 0 0 ® o 6 TO MATCH PATIO / \ STRUCTURAL ENGINEER A-460 ,�' ' `\ 6 EVAN AKSELRAD, PE DANVER OUTDOOR KITCHEN A-460 16 JAY STREET FL3 \ M 2'-6"TWO DOOR CABINET `\ N \\\ STAINLESS STEEL NEW YORK, NY 10013 917.689.0301 \ ' A4 SUBZERO 24"UNDERCOUNTER \\\ FILING CONSULTANT BUILT-IN REFRIGERATOR EN CONSULTANTS MN 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 4 " 2'-0" 11 1'-3" 1'-3" 4 . 5" 2'-0" 2'-0° 1'-6" 1'-3" 1'-6" 1'-6" 5" studio c i cett i architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 ELEVATION ISLAND 2 ELEVATION - OUTDOOR KITCHEN project: SCALE: 3/4"=1'-0" SCALE: 3 4=1-0 AKSELRAD RESIDENCE A2-WOLF 42"OUTDOOR P6- DELTA BAR FAUCET BUILT-IN GAS GRILL 4 4125 Nassau Point Rd., Cutchogue, NY 11935 A-460 ST11 - BLUESTONE 4 3 4 A-460 A-460 A-460ST13-STONE COUNTERTOP -DANVER OUTDOOR KITCHEN 10'A" OUTDOOR KITCHEN 4'-0"TWO DOOR CABINET 5-1" GRILL SUPPORT STAINLESS STEEL DETAILS ST13-STONE COUNTERTOP ^� 4"CMU BLOCK ST11 -BLUESTONE FACING---__ TO MATCH PATIO 0 0 0 0 0 ° ST11 -BLUESTONE FACING 4"CMU BLOCK rETO MATCH PATIO seal&signature: date: DEC 16, 2016 -DANVER OUTDOOR KITCHEN A-460 o DANVER OUTDOOR KITCHEN o „� 1' 6"TWO DOOR CABINET b� o project no.: 07-2015 M 2' 6"TWO DOOR CABINET M COOKTOP SUPPORT 7 STAINLESS STEEL STAINLESS STEEL N EEO t�f�£,�✓ drawn by: AE, MS DANVER OUTDOOR KITCHEN checked by: MC A4-SUBZERO 24" - rawing no.: UNDERCOUNTER 1'-3"THREE DRAWER CABINET � --• STAINLESS STEEL BUILT-IN REFRIGERATOR �f n-�- -DANVER OUTDOOR KITCHEN ,,, / A 460 - 00 1 4-0 TWO DOOR CABINET. 21 ?: 2'-0" 2'-6" [�" 1 2'-5" 4'-42" 2'-9 " SINK SUPPORT 6" 2'-0" 2'-0" 1'-6" 1'-3" 1'-6" 1'-6" 5" � pfi N � STAINLESS STEEL 11 11cad file no.: 4 2"TRI M SECTION - OUTDOOR KITCHEN a �M/4%T - OUTDOOR KITCHEN QLSCE/4TION - OUTDOOR KITCHEN 3 SCN E: 3/4'=1'-0" I "=1'-0" ©copyright studio Cicetti architect pc F general note: WINDOW SCHEDULE all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for FLR. WINDOW ROUGH OPENING DIMENSIONS FINISH OPENING DIMENSIONS REMARKS which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in NO. ROOM NAME TYPE MATERIAL RO WIDTH RO HEIGHT RO HOLD HEIGHT FO WIDTH FO HEIGHT FO HOLD HEIGHT OPERATION NFRC U-FACTOR SHGC connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon 001 012 EXERCISE ROOM 14 WOOD 3 -1 5-8 3/4 _ 31-0" 5-8 1/4" _ CASEMENT / L. HAND 0.3 .26 CN3656, CN3614 the written permission and direction of studio Cicetti architect B 002 012 EXERCISE ROOM - - - - - - - - - 0.3 - EXISTING TO REMAIN pc. 003 014 CLOSET 15 WOOD 3'-1 " 5'-8 3/4" - 3'-0" 5-8 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3656, CN3614 no. date submission 101 120 STAIR 4 WOOD 6'-9" 11 '-10 3/4" - 6'-8" 11 '-10 1/4" - CASEMENT PICTURE 0.28 .29 (4) CN4072 102 103 POWDER RM. 5 WOOD 39-111 5'-0 3/4" - 3'-0" 5'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3648, CN3614 11.23.2016 ISSUE FOR BID 103 102 HALLWAY 3 WOOD 3'-1 " 6'-0 ' "3 4 - 3 -0" 6'-0 1 4" - CASEMENT 0.3 .26 CN3660, CN3614 / 12.16.2016 DOB FILING 104 104 BEDROOM 1 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3660, CN3614 105 104 BEDROOM 2 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3660, CN3614 106 104 BEDROOM 1 WOOD 31-111 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3660, CN3614 107 104 BEDROOM 2 WOOD 31-11) 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3660, CN3614 108 104 BEDROOM 1 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3660, CN3614 109 107 BATHROOM 14 WOOD 3'-1 " 5'-8 3/4" - 3'-0" 5'-8 1/4" - CASEMENT / L. HAND 0.3 .26 CN3656, CN3614 110 108 CLOSET 6 WOOD 1 '-7" 5'-0 3/4" - 1 '-6" 5-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN1848, CN1814 111 109 BEDROOM 2 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3660, CN3614 112 111 LIVING ROOM 8/9/10 WOOD 24'-4 3/4" 7'-10 3/4" - 24'-4 1/4" 7'-10 1/4" - CASEMENT 0.3 .26 (1) CN4072LH, (5) CN4072, (1) CN4072RH, (7) CN4024 113 112 DINING ROOM 8/9/10 WOOD 13'-10 3/4" 7'-10 3/4" - 13'-10 1/4" 7'-10 1/4" - CASEMENT 0.3 .26 (1) CN4072LH, (2) CN4072, (1) CN4072RH, (4) CN4024 114 113 KITCHEN 11 WOOD 61-1 $1 4'-0 3/4" - 6'-0" 4'-0 1/4" - CASEMENT / L+R HAND 0.3 .26 (2) CN3636, (2) CN3614 115 115 POWDER ROOM 12 WOOD 2'-3" 4'-0 3/4" - 2'-2" 4'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN2636, CN2614 116 116 LAUNDRY ROOM 12 WOOD 2'-3" 4'-0 3/4" - 2'-2" 4'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN2636, CN2614 117 119 GARAGE 1 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3660, CN3614 118 119 GARAGE 3 WOOD S-111 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT 0.3 .26 CN3660, CN3614 119 119 GARAGE 2 WOOD 31-11) 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3660, CN3614 201 201 HALLWAY 24 WOOD 6'-11' 2'-11 5/8" - 6'-0" 2'-11 1/8" - CASEMENT 0.3 .26 CN3636, CN3636 202 201 HALLWAY 21 WOOD 8)-11$ 4'-0 1/2" - 8'-0" 4'-0" - CASEMENT 0.3 .26 RT7, RT8, ROUND TOP 203 203 BEDROOM 1 WOOD 3'-1 it 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3660, CN3614 204 203 BEDROOM 2 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3660, CN3614 205 203 BEDROOM 1 WOOD 3'-1 $1 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3660, CN3614 206 203 BEDROOM 2 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3660, CN3614 207 203 BEDROOM 18 WOOD 5'-1 " 2'-11 5/8" - 5-0" 2'-11 1/8" - AWNING 0.3 .26 CN6036 208 204 BATHROOM 20 WOOD 2'-7" 5'-0 3/4" - 2'-6" 5'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3048, CN3014 CIVIL ENGINEER VINCENT GAUDIELLO, PE 209 205 BATHROOM 19 WOOD 2'-7" 5-0 3/4" - 2'-6" 5-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3048, CN3014 THE RGROUP, P.E. & L.S. PLLC 860 MONTAUNTAUK HIGHWAY 210 206 BEDROOM 18 WOOD 5'-1 " 2'-11 5/8" - 5'-0" 2'-11 1/8" - AWNING 0.3 .26 CN6036 WATER MILL, NEW YORK 11976 631-726-7600 2 211 206 BEDROOM 1 WOOD 30-111 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / L. HAND 0.3 .26 CN3660, CN3614 MEP ENGINEER NINO D'ANTONIO, PE 212 206 BEDROOM 2 WOOD 3'-1 " 6'-0 3/4" - 3'-0" 6'-0 1/4" - CASEMENT / RT. HAND 0.3 .26 CN3660, CN3614 D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE 213 209 MASTER BEDROOM 26 WOOD 3'-1 " 4'-11 5/8" - 3'-0" 4'-11 1/8" - CASEMENT / L. HAND 0.3 .26 CN3660 OCEANSIDE, NY 11572 516.594.4284 214 211 HER BATHROOM 26 WOOD 3'-1 " 4'-11 5/8" - 3'-0" 4'-11 1/8" - CASEMENT / RT. HAND 0.3 .26 CN3660, TRANSLUCENT STRUCTURAL ENGINEER 215 211 HER BATHROOM 15 WOOD 9'-1 " 6'-0 3 4" - 9'-0" 6'-0 1 4" - CASEMENT 0.3 .26 CN3656, CN3614 EVAN AKSELRAD, PE / / 16 JAY STREET FL3 216 211 HER BATHROOM 17 WOOD 3'-1 " 4'-11 5/8" - 3'-0" 4'-11 1/8" - CASEMENT / RT. HAND 0.3 .26 CN3660, TRANSLUCENT NEW YORK, NY 10013 917.689.0301 217 211 HER BATHROOM 25 WOOD 2'-3" 2'-11 5/8" - 2'-2" 2'-11 1/8" - CASEMENT / RT. HAND 0.3 .26 CN2636 FILING CONSULTANT EN CONSULTANTS 218 214 HIS BATHROOM 25 WOOD 2$-3'f 2 -11 5/8 - 2'-2" 2'-11 1/8 - CASEMENT / L. HAND 0.3 .26 CN2636 1319 NORTH SEA ROAD 219 214 HIS BATHROOM 23 WOOD 5'-5" 1 '-5 5/8" - 5'-4" 1'-5 1/8" - FIXED 0.28 .29 CN6418 SOUTHAMPTON, NY 11968 631 .283.6360 1220 j216 OFFICE 22 WOOD 10'-1 "j 6'-0 3/4" - 10'-0" 6'-0 1/4" - CASEMENT 0.3 1'26 (3) CN4014, (3) CN4060 studio cicetti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1460 project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 WINDOW FENESTRATION SCHEDULE seal&signature: date: DEC 16, 2016 project no.: 07-2015 �CfkF-fl RF,C,' drawn by: AE, MS C`tX''��{, checked by: MC f swing no.: �- A-700 . 00 �toF N� cad file no.: ©copyright studio Cicetti architect pc L� J general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be \ \ disclosed or given to or used by any person, firm, or `\ ` corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect o / PC. \ w / o no. date submission of 0 co / 11 .23.2016 ISSUE FOR BID � 24 z 25 MARVIN CN6418 MARVIN (2) CN3636 o MARVIN CN2636 12.16.2016 DOB FILING WOOD WOOD WOOD FIXED FINISH FLOOR CASEMENT CASEMENT, RT. HAND 26 MARVIN CN3660 WOOD CASEMENT, RT. HAND 0 0 00 Ll J L� F— N e I / \ C) LL / \ / \ z / \ 0 / \ 00 / \ � 00 00 00 \ \\\ 113 00 0 \ / \ 00 / 00 00 00 IV 00 O OO O ® O © ® (ID O MARVIN CN3614/3660 MARVIN CN3614/3660 MARVIN CN3614/3660 MARVIN CN4072 (4) MARVIN CN3614/3648 MARVIN CN1814/1848 MARVIN CN4024/4072 MARVIN CN4024/4072 (2) MARVIN CN4024/4072 WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD FINISH FLOOR CASEMENT, LEFT HAND CASEMENT, RT. HAND CASEMENT FIXED CASEMENT, RT. HAND CASEMENT, RT. HAND CASEMENT, L. HAND FINISH FLOOR CASEMENT CASEMENT, RT. HAND CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS / \ 30 W. WAUKENA AVENUE / \ OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FI-3 NEW YORK, NY 10013 917.689.0301 O 00 i \ FILING CONSULTANT \ / \ / \ i \ / i / \ EN CONSULTANTS 0 \ 112 / 00 ' \ `� \ 00 , 00 1319 NORTH SEA ROAD '> SOUTHAMPTON, NY 11968 631 .283.6360 00 00 co / co studio cicetti architect pc \ / \ 00 00 ` 172 beard street, brooklyn, ny 11231 718.875.1460 project: ® 10 O9 11 12 14 CD MARVIN CN4024/4072 MARVIN CN4024/4072 (5) MARVIN CN4024/4072 MARVIN CN3614/3636 (2) MARVIN CN2614/2636 MARVIN CN3614/3656 MARVIN CN3614/3656 AKSELRAD RESIDENCE WOOD WOOD WOOD WOOD WOOD WOOD WOOD CASEMENT, L. HAND FINISH FLOOR CASEMENT CASEMENT, RT. HAND CASEMENT FINISH FLOOR CASEMENT, RT. HAND CASEMENT, L. HAND CASEMENT, RT. HAND 4125 Nassau Point Rd., Cutchogue, NY 11935 F-171-J. I 1� E[ -J F71 WINDOW FENESTRATION ' TYPES / \ ` / 00 seal&signature: date: DEC 16, 2016 M / \ , \ \ 0 `\ , \ project no.: 07-2015 co ��� Q R ►�, drawn by: AE, MS 00 oo `\ oo 00 `\ /' checked by: IVI C / \ / -drawing no.: A-701 . 00 17 18 19 20 21 O 22 4TF � 1� O O O O O OF MARVIN CN3614/3660 (3) MARVIN CN6036 MARVIN CN3014/3048 MARVIN CN3014/3048 MARVIN RT7/RT8 MARVIN (3)CN4014/(3)CN4060 cad file no.: WOOD WOOD WOOD WOOD WOOD WOOD CASEMENT, RT. HAND FINISH FLOOR CASEMENT, AWNING CASEMENT, RT. HAND CASEMENT, L. HAND CASEMENT, ROUND TOP FINISH FLOOR CASEMENT ©copyright studio Cicetti architect pc L_ � WINDOW HEADER--SEE + + + ;' WINDOW HEADER--SEE STRUCTURAL. PTD. PVC SOFFIT. + + + STRUCTURAL. general note: CONT. ELASTOMERIC I + + + CONT. ELASTOMERIC all drawings, specifications, plans, ideas, arrangements, and STURDI BATTEN VENT AT ALL CAULK TERMINATION STURDI BATTEN VENT AT ALL N I I CAULK TERMINATION designs represented or referred to are the property of and SILLS, PROVIDE GAP AT TOP. BEAD AT TOP EDGE OF SILLS, VENT INTO SOFFIT. X BEAD AT TOP EDGE OF owned by studio Cicetti architect pc, whether the project for FLASHING (TOOLED FLAT) FLASHING (TOOLED FLAT) which they are prepared is executed or not. they are created, PTD. PVC SOFFIT. I + evolved, developed, and produced solely for use on and in GWB. " EXTERIOR ZIP BOARD GWB' ; + connection with this project and none of the above may be " EXTERIOR ZIP BOARD SHEATHING--LAP OVER I j NEW CLOSED CELL + disclosed or given to or used b an SHEATHING--LAP OVER + NEW CLOSED CELL COPPER FLASHING. I I URETHANE SPRAY FOAM g y y person, firm, or COPPER FLASHING. + + URETHANE SPRAY FOAM I ' + INSULATION WITH corporation for any use or purpose whatsoever, except upon STURDI BATTEN VENT AND + + INSULATION WITH STURDI BATTEN VENT AND I + SPRAY-APPLIED, OR the written permission and direction of studio Cicetti architect INSECT SCREEN AT ALL i INSECT SCREEN AT ALL + + SPRAY-APPLIED, OR SILLS, PROVIDE GAP AT TOP. + INTEGRAL VAPOR PC. SILLS, PROVIDE GAP AT TOP. + + 'I INTEGRAL VAPOR + BARRIER. WHITE CEDAR SHINGLES, 5" + + BARRIER. WHITE CEDAR SHINOVERLAP. { CONT. SELF-ADHERED no. date submission OVERLAP. CONT. SELF-ADHERED I + STRIP FLASHING OVER 1X PRESSURE TREATED + STRIP FLASHING OVER 1X PRESSURE TREATED + SHEET COPPER FLASHING STARTER STRIP. + + ( SHEET COPPER FLASHING STARTER STRIP. + + WOOD TRIM, PAINTED. CD + 11 .23.2016 ISSUE FOR BID CONT. SHEET COPPER + + WOOD TRIM, PAINTED. CONT. SHEET COPPER FLASHING; LAP FLASHING + + FLASHING; LAP FLASHING "N + I 12.16.2016 DOB FILING OVER CASING. + + OVER CASING. + PTD. PVC CASING.. PTD. PVC CASING.. CONTINUOUS PRESSURE CONT. SELF-ADHERED CONTINUOUS PRESSURE CONT. SELF-ADHERED TREATED SPACER. STRIP FLASHING UNDER TREATED SPACER. STRIP FLASHING UNDER SHEET COPPER FLASHING SHEET COPPER FLASHING AND OVER WINDOW AND OVER WINDOW NAILING FLANGE. NAILING FLANGE. WOOD SPACER. WOOD SPACER. 5/4 WOOD TRIM, PAINTED. 5/4 WOOD TRIM, PAINTED. I I I PAINTERS CAULK. I PAINTERS CAULK. I D10 DOOR HEAD AT 2X6 WALL %SC DOW - HEAD AT 2X6 WALL 9 : 3"=1'-0" I I PROVIDE A CONT. AIR SEAL VAPOR IMPERMEABLE PROVIDE A CONT. AIR SEAL i VAPOR IMPERMEABLE (BACKER ROD AND MEMBRANE FLASHING (BACKER ROD AND I MEMBRANE FLASHING OVER ELASTOMERIC SEALANT) CREATING BACK DAM ELASTOMERIC SEALANT) i BACK DAM BELOW. ALONG THE PERIMETER OF BELOW. ALONG THE PERIMETER OF THE WINDOW UNIT WHERE IT THE WINDOW UNIT WHERE IT INTERFACES WITH THE VAPOR INTERFACES WITH THE VAPOR IMPERMEABLE MEMBRANE IMPERMEABLE MEMBRANE 1 PAINTED WOOD TRIM WOOD TRIM SILL, PAINTED. i WOOD TRIM SILL, PAINTED. oFFsEr COVER I PTD. PVC SILL WITH DRIP PAINTERS CAULK KERF AND SLOPED TO DRAIN. PAINTED WOOD TRIM EITHER � WOOD JAMB EXTENSION, I � WOOD JAMB EXTENSION, SIDE STRUCTURAL CONT. VAPOR PTD. CONT. VAPOR I PTD. REINFORCEMENT IMPERMEABLE MEMBRANE WOOD SPACER. IMPERMEABLE MEMBRANE WOOD SPACER. i LIE 2" X 6 " LVL FLASHING OVER EXTERIOR FLASHING OVER EXTERIOR COPPER FLASHING, WOOD COPPER FLASHING, WOOD SHIM, INTERIOR BACK SHIM, INTERIOR BACK DAM. DAM. PTD. PVC CASING. PTD. PVC CASING.-; WOOD TRIM, PAINTED. 1 HORN. CIVIL ENGINEER VINCENT GAUDIELLO, PE 14;;SHIM EITHER SIDE OF STEEL THE RAYNOR GROUP, P.E. & L.S. PLLC TUBE. CONTINUOUS PRESSURE CONTINUOUS PRESSURE 860 MONTAUK HIGHWAY + + + WOOD TRIM, PAINTED. TYP. + + + WATER MILL, NEW YORK 11976 631-726-7600 TREATED SPACER. E GW/A-702 TREATED SPACER. + + + " GWg \- + + + i g MULL COVER + + + + + + MEP ENGINEER NINO D'ANTONIO, PE NEW CLOSED CELL NEW CLOSED CELL D'ANTONIO CONSULTING ENGINEERS STURDI BATTEN VENT AT ALL + + + URETHANE SPRAY FOAM STURDI BATTEN VENT AT ALL + + + URETHANE SPRAY FOAM 30 W. WAUKENA AVENUE SILLS, PROVIDE GAP AT TOP. d- + + SILLS, PROVIDE GAP AT TOP. + + + CEDAR SHINGLES, 5" + + + INSULATION WITH INSULATION WITH SPRAY-APPLIED, OR CEDAR SHINGLES, 5" + + + SPRAY-APPLIED, OR OCEANSIDE, NY 11572 516.594.4284 Li OVERLAP. + + + INTEGRAL VAPOR OVERLAP. + + + INTEGRAL VAPOR BARRIER. STRUCTURAL ENGINEER " EXTERIOR ZIP BOARD L + + + BARRIER. " EXTERIOR ZIP BOARD + + + r EVAN AKSELRAD, PE SHEATHING. + + + SHEATHING. + + + 16 JAY STREET FL3 + + + BASE BOARD BELOW. + + + ', NEW YORK, NY 10013 917.689.0301 -7WINDOW - JAMB AT MULLED WINDOWS 6 DOOR - JAMB AT 2X6 WALL WINDOW - JAMB AT 2X6 WALL FILING CONSULTANT EN CONSULTANTS SCALE: 3"=l'-o" SCALE: 3"=i'-0" 5 scALE: 3"=1'-0" 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 � I FACE OF VAPOR PROVIDE A CONT. AIR SEAL i FACE OF VAPOR IMPERMEABLE MEMBRANE (BACKER ROD AND I IMPERMEABLE MEMBRANE studio Cicetti architect pc PROVIDE INTERMEDIATE FLASHING BEYOND. ELASTOMERIC SEALANT) I FLASHING BEYOND. 172 beard street, brooklyn, ny 11231 718.875.1460 FLASHING TO EXTEND UP ALONG THE PERIMETER OF i FLASHING TO EXTEND UP PLASTIC SHIMS BETWEEN „ „ THE VAPOR IMPERMEABLE THE DOOR JAMBS 6 MIN. THE WINDOW UNIT WHERE IT THE WINDOW JAMBS 6 MIN. FLASHING AND THE TO CREATE END DAMS INTERFACES WITH THE VAPOR TO CREATE END DAMS project: BOTTOM OF THE WOOD (TYP.). IMPERMEABLE MEMBRANE (TYP.). WINDOW SILL TO CREATE _-------- AKSELRAD RESIDENCE PROVIDE A CONT. AIR SEAL PROVIDE INTERMEDIATE A DRAINAGE GAP CONT. VAPOR IMPERMEABLE (BACKER ROD AND ELASTOMERIC PLASTIC SHIMS BETWEEN MEMBRANE FLASHING OVER SEALANT) ALONG THE PERIMETER THE VAPOR IMPERMEABLE EXTERIOR COPPER OF THE DOOR UNIT WHERE IT OF AND THE i FLASHING, WOOD SHIM, VAPOR IMPERMEABLE INTERFACES WITH THE VAPOR BOTTOM OF THE WOOD INTERIOR BACK DAM. 4125 Nassau Point Rd., Cutchogue, NY 11935 MEMBRANE FLASHING. IMPERMEABLE MEMBRANE WINDOW SILL TO CREATE FLASHING TO EXTEND A DRAINAGE GAP BACK DAM. OVER CONT. COPPER PTD. PVC SILL WITH DRIP FLASHING. KERF AND SLOPED TO DRAIN. WOOD TRIM SILL, PAINTED. WINDOW DETAILS t�. STONE PAVERS. CONTINUOUS COPPER - r ROOF MEMBRANE--EXTEND PTD. J PVC APRON.- + + + FLASHING. r r UNDER COPPER FLASHING. ^m + + + + + + LO CONTINUOUS PRESSURE + + + TREATED SPACER. + + + WOOD TRIM, PAINTED. + + + seal&signature: date: DEC 16, 2016 CONT. SHEEP COPPER + + i " GWB, project no.: 07-2015 + + + + + FLASHING; LAP FLASHING �+ + + + + + + OVER CEDAR SHINGLES jl+ �,� NEW CLOSED CELL okf D At�o, drawn by: AE, MS + + + + + STURDI BATTEN VENT AT ALL I;I; + + + I URETHANE SPRAY FOAM � �'� �°! checked by: IVIC + + + + SILLS, PROVIDE GAP AT TOP. + + + INSULATION WITH �' �C + + + + + CEDAR SHINGLES, 5" �IIII; + + + i SPRAY-APPLIED, OR r --'y yawing no.: + + + + OVERLAP. � I + { + INTEGRAL VAPOR BARRIER. .�` A-702 . 00 + + + + + EXTERIOR ZIP BOARD + + +SHEATHING. + + + + + + + 4H Safi 2 DOOR - SILL AT 2X6 WALL WINDOW - SILL AT 2X6 WALL cad file no.: SCALE: 3"=1'-0" SCALE: ©copyright studio Cicetti architect pc II IIIA + + + + + + + IIII + + + + + + general note: f I + + + + + + + all drawings, specifications, plans, ideas, arrangements, and 1 AIR GAP TYP. 2X VERTICAL BLOCKING AS + + + + + + designs represented or referred to are the property of and LAP ZIP BOARD OVER STRIP NEEDED. I� I + + + + + + + owned by studio Cicetti architect pc, whether the project for FLASHING AND COPPER + + + + + + which they are prepared is executed or not. they are created, FLASHING. p l l + + WHITE CEDAR SHINGLES, 5" I';; + + + + + + + evolved, developed, and produced solely for use on and in + + EXPOSURE ;► connection with this project and none of the above may be + BRICK TIES EVERY 16" I disclosed or given to or used by any person, firm, or ZIP BOARD TAPE SEAM. l + + CONT. SELF-ADHERED STRIP I I VERTICALLY AND EVERY corporation for any use or purpose whatsoever, except upon STUD HORIZONTALLY. FLASHING OVER SHEET the written permission and direction of studio Cicetti architect CONT. SELF-ADHERED STRIP + + COPPER COUTNER FLASHING I ; + + pc FLASHING OVER SHEET COMMON BRICK TO MATCH I COPPER COUTNER FLASHING + + EXISTING BRICK SIZE AND STURDI BATTEN VENT AND + i I + + + + TEXTURE PAINTED WHITE. INSECT SCREEN AT ALL SILLS, i + PROVIDE GAP AT TOP. ; + + no. date submission WOOD HEADER--SEE WALL CONTRUCTION: + + STRUCTURAL - " ZIP BOARD CONT. SHEET COPPER FLASHING; SHEATHING LAP FLASHING OVER CASING. + + COPPER COUNTER FLASHING. - 2 X 4 STUDS + + 11 .23.2016 ISSUE FOR BID PRESSURE TREATED " GWB SPACER + + PAINT. + + 12.16.2016 DOB FILING LAP SELF-ADHERED VAPOR STL. ANGLE LEDGER PAINTED PVC CASING. + + PERMEABLE MEMBRANE DOWN I ATTACHED TO WINDOW + + AND OVER STEEL ANGLE HEADER. + (TYP.). COPPER DRIP FLASHING. " DIA. WEEP HOLES AT 12" O.C. " SHIM SPACE. PTD. PVC CASING.. OPEN HEAD WEEP JOINTS EVERY OTHER BRICK TOP AND BOTTOM COURSE TYP. PTD. PVC CASING. 6 SECTION DETAIL - WINDOW HEADER AT BRICK CLADDING 5 NOT -USED 4 SECTION DETAIL- AT SLIDING DOOR HEADER SCALE: 3'=I'-O" : CIVIL ENGINEER VINCENT GAUDIELLO, PE FACE OF VAPOR FACE OF VAPOR THE RAYNOR GROUP, P.E. & L.S. PLLC IMPERMEABLE MEMBRANE IMPERMEABLE MEMBRANE 860 MONTAUK HIGHWAY FACE OF VAPOR FLASHING BEYOND. FLASHING BEYOND. WATER MILL, NEW YORK 11976 631-726-7600 IMPERMEABLE MEMBRANE FLASHING TO EXTEND UP FLASHING TO EXTEND UP FLASHING BEYOND. THE WINDOW JAMBS 6" THE WINDOW JAMBS 6" MEP ENGINEER NINO D'ANTONIO, PE FLASHING TO EXTEND UP MIN. TO CREATE END MIN. TO CREATE END D'ANTONIO CONSULTING ENGINEERS THE WINDOW JAMBS 6" DAMS (TYP.). DAMS (TYP.). MIN. TO CREATE END 30 W. WAUKENA AVENUE DAMS (TYP.). OCEANSIDE, NY 11572 516.594.4284 PROVIDE INTERMEDIATE PROVIDE INTERMEDIATE PLASTIC SHIMS BETWEEN STRUCTURAL ENGINEER PLASTIC SHIMS BETWEEN THE VAPOR IMPERMEABLE EVAN AKSELRAD, PE PROVIDE INTERMEDIATE THE VAPOR IMPERMEABLE -------- --------------- FLASHING AND THE 16 JAY STREET FL3 PLASTIC SHIMS BETWEEN FLASHING AND THE ! BOTTOM OF THE WOODNEW YO '` THE VAPOR IMPERMEABLE BOTTOM OF THE WOOD WINDOW SILL TO CREATE RK, NY 10013 917 689 0301 FLASHING AND THE _ -- PAINTED PVC WINDOW SILL TO CREATE I i A DRAINAGE GAP AND - SILL--SLOPED TO FILING CONSULTANT BOTTOM OF THE WOOD DRAIN WITH DRIP A DRAINAGE GAP RAISE SILL ABOVE PAVERS WINDOW SILL TO CREATE KERF EN CONSULTANTS A DRAINAGE GAP 1319 NORTH SEA ROAD STONE PAVERS. STONE PAVERS. SOUTHAMPTON, NY 11968 631 .283.6360 WOOD SILL AND APRON VAPOR IMPERMEABLE l_—U VAPOR IMPERMEABLE CASING. I MEMBRANE FLASHING. MEMBRANE FLASHING. . _ FLASHING TO EXTEND FLASHING TO EXTEND Studio c�cetti architect pc CONT. VAPOR + OVER ROOFING OVER ROOFING 172 beard street, Brooklyn, ny 11231 718.875.1460 IMPERMEABLE MEMBRANE MEMBRANE. � MEMBRANE. FLASHING OVER EXTERIOR r r r r SHEATHING AND FLASHING. J r ,-- r — project: CONT. VAPOR = t. IMPERMEABLE CONT. ELASTOMERIC CAULK MEMBRANE FLASHING AK E LRAD RESIDENCE TERMINATION BEAD AT TOP + OVER EXTERIOR EDGE OF FLASHING (TOOLED + + SHEATHING AND + + + + + + + + + + + + + + + + + FLASHING. FLAT) + + + + 4, + + + + + + + + + + + 4125 Nassau Point Rd., Cutchogue, NY 11935 CONTINUOUS COPPER + + + + + + CONTINUOUS COPPER + + + + + + + + + + PAINTED PVC APRON FLASHING PAN OVER + + + + + 4 FLASHING PAN OVER + + + + + + + + + + CONT. SELF-ADHERED STRIP CASING. ROOFING MEMBRANE. + + + + + + ROOFING MEMBRANE. + + + + + + + + + + p � + FLASHING OVER SHEEP COPPER FLASHIG OPPER FLASHING WITH + p WINDOW DETAILS INTERGAL DRIP + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + +o + + + + + + + + + + + + + + + O + + + + + + + + + + + + + +o EXISTING BRICK STEEL BEAM--SEE + + + + + + STEEL BEAM--SEE + + + - + + + + + + ° + CLADDING. 4 STRUCTURAL. STRUCTURAL. seal&signature: date: DEC 16, 2016 project no.: 07-2015 �ef-D Adrawn by: AE, MS checked by: MC "drawing no.: A-703 - 00 SOF NIE�tl 3 SECTION DETAIL - WINDOW SILL AT BRICK CLADDING 2 SECTION DETAIL - DOOR SILL AT FRENCH DOOR SECTION DETAIL - AT SLIDING DOOR SILL cad file no.: SCALE: 3"=1'-0" SCALE: 3"=1'-0' SCALE: 3"=1'-0" ©copyright studio Cicetti architect pc L Q eneral note: + + + + � + + + + + + + + + + + + g II I + + + ° + + + + + + + + + + + all drawings, specifications, plans, ideas, arrangements, and �I I jl designs represented or referred to are the property of and III 11 + + + + +° ° + + + + + + + + + + + owned by studio Cicetti architect pc, whether the project for 11111 + + + °i + + + + + + + + + + + Iif l;;I + + + + +o ° + + + + + + + + + + + + which they are prepared is executed or not. they are created, WHITE CEDAR SHINGLES, 5" 111 + + + +o evolved, developed, and produced solely for use on and in o + + + + + + + + + + + connection with this project and none of the above may be EXPOSURE 11117 + + + + +o + + + + + + + + + + + disclosed or given to or used by any person, firm, or + + + °i-� + + + + + + + + + + + I'H, ________ corporation for any use or purpose whatsoever, except upon IIII' + + + + ___________________________________________ - - the written permission and direction of studio Cicetti architect IIII + j NEW CLOSED CELL pc TURDI BATTEN VIII + + URETHANE SPRAY FOAM ->< INSECT SCREEN AT ALL SILLS, Ij III INSULATION WITH PROVIDE GAP AT TOP. I / SPRAY-APPLIED, OR no. date submission INTEGRAL VAPOR BARRIER. III Ii + + + + + STURDI BATTEN VENT AND Ilhl + + + + ° GWB. 11.23.2016 ISSUE FOR BID INSECT SCREEN AT ALL SILLS, PROVIDE GAP AT TOP. + + + +II III + + + 12.16.2016 DOB FILING CONT. SHEET COPPER FLASHING; h III + + + + COMMON BRICK TO MATCH LAP FLASHING OVER CASING. Ill + + + + EXISTING BRICK SIZE AND li111 + + + + + ; TEXTURE PAINTED WHITE. I PRESSURE TREATED SPACER PAINTED.] PVC CASING. WOOD SPACER/BLOCKING. + + , MOTORIZED WINDOW SHADE 7 • • • WOOD TRIM, PAINTED. WOOD JAMB EXTENSION, PTD. 4 SECTION DETAIL- HEADER AT EXISTING OPENING 3 SECTION DETAIL- AT SHADE POCKET CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE g OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 + + + + + + + • FILING CONSULTANT + + + + + + EN CONSULTANTS + + + + + + + 1319 NORTH SEA ROAD + + + + + + �• SOUTHAMPTON, NY 11968 631 .283.6360 + + + + + + + j + + + + + + + + + + + + + studio cicetti architect pc j + + + �- + + 172 beard street, brooklyn, ny 11231 718.875.1460 li + + + + + + + + + + + + + `, II + + + + + + + project: + + + + + + + I + I + . + + + + AKSELRAD RESIDENCE 0 0 0 0 0 0 0 0 0 0 0 0 0 4125 Nassau Point Rd., Cutchogue, NY 11935 } o 0 0 0 0 0 0 WINDOW DETAIL + + + + S + + + + + + + + + + + + + + + + + + + + + + + + -_ seal&signature: date: DEC 16, 2016 project no.: 07-2015 + + + + ����C3 At?�, drawn by: AE, MS + + + + �� checked by: MC + + + + ! + + + + + + + + A-704 . 00 + + + + - � SECTION DETAIL - AT DOOR SILL SECTION DETAIL - AT SILL cad file no.: 2 SCALE 3"=1'-0" SCALE: 3"=1'-0" ©copyright studio Cicetti architect pc L_ -1 general note: DOORSCHEDULE all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and ROUGH OPENING FINISH OPENING owned by studio Cicetti architect pc, whether the project for FLR. DOOR DIMENSIONS DIMENSIONS WALL FRAME HARDWARE which they are prepared is executed or not. they are created, REMARKS evolved, developed, and produced solely for use on and in THICKNESS DOOR connection with this project and none of the above may be NO. FROM TO TYPE MATERIAL FINISH THICK. RO WIDTH RO HEIGHT FO WIDTH FO HEIGHT OPERATION SW SHGC MATERIAL TYPE SET HANDING CLOSER STOP disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon 001 003 BEDROOM 015 PATIO F WOOD/GLASS PAINTED 1 3/4" 73 5/8" 86 1/2" 72 5/8" 86" SWING XXLH WOOD B MARVIN 2—LEAF CN6070 the written permission and direction of studio Cicetti architect 002 002 FAMILY ROOM 015 PATIO R WOOD/GLASS PAINTED 1 3/4" 108 13/16" 86 1/2" 107 13/16" 86" SWING XOORH WOOD A MARVIN 3—PANEL CN9070 pc. 003 012 EXERCISE ROOM 015 PATIO R WOOD/GLASS PAINTED 1 3/4" 108 13/16" 86 1/2" 107 13/16" 86" SWING OXXLH WOOD A MARVIN 3—PANEL CN9070 no. date submission 004 012 EXERCISE ROOM 014 CLOSET A WOOD PAINTED 1 3/4 32 80 SWING WOOD F „ 11.23.2016 ISSUE FOR BID 005 012 EXERCISE ROOM 013 BATHROOM A WOOD PAINTED 1 3/4 32 80 SWING WOOD D 12.16.2016 DOB FILING 006 010 SCREENING ROOM 011 STORAGE A WOOD PAINTED 1 3/4" SWING WOOD F NEW DOOR IN EX'G OPENING — VERIFY SIZE 007 001 HALLWAY 006 CLOSET A WOOD PAINTED 1 3/4 36 8411 SWING WOOD F 008 001 HALLWAY 004 BATHROOM A WOOD PAINTED 1 3/4 28 80 SWING WOOD D NEW DOOR IN EX'G OPENING — VERIFY SIZE B 009 001 HALLWAY 001 HALLWAY A WOOD PAINTED 1 3/4 28 80" SWING WOOD F NEW DOOR IN EX'G OPENING — VERIFY SIZE 010 003 BEDROOM 005 CLOSET A WOOD PAINTED 1 3/4" SWING WOOD F NEW DOOR IN EX'G OPENING — VERIFY SIZE 011 001 HALLWAY 003 BEDROOM A WOOD PAINTED 1 3/4 30 80 SWING WOOD D NEW DOOR IN EX'G OPENING — VERIFY SIZE 012 001 HALLWAY 010 SCREENING ROOM CUSTOM WOOD PAINTED 14" 30" 80" PIVOT NONE F CUSTOM DOOR, SEE A-651 FOR DETAILS 013 008 MECHANICAL 001 HALLWAY A WOOD PAINTED 1 3/4 30 801P SWING WOOD F 014 001 HALLWAY 012 EXERCISE ROOM A WOOD PAINTED 1 3/4" SWING WOOD F 015 001 HALLWAY 001 HALLWAY B WOOD PAINTED 1 3/4 36 67 3/8" POCKET NONE G DOOR 1 3/4" 73 5/8" 86 1/2" 72 5/8" 86" SWING XXLH WOOD B MARVIN 2—LEAF CN6070 101 121 ENTRY PATIO 101 ENTRY D WOOD/GLASS PAINTED TRANSOM 73 5/8" 24 1/2" 72 5/8" 24" CASEMENT WOOD CN6020 102 109 BEDROOM 122 PORCH R WOOD/GLASS PAINTED 1 3/4" 108 13/16" 86 1/2" 107 13/16" 86" SWING WOOD A MARVIN 3—PANEL CN9070 103 111 LIVING ROOM 122 PORCH C WOOD/GLASS PAINTED DOOR 1 3/4" 108 13/16" 86 1/2" 107 13/16" 86" SWING OOXLH WOOD A MARVIN 3—PANEL CN9070 TRANSOM 108 13/16" 24 1/2" 107 13/16" 24" CASEMENT WOOD CN9020 DOOR 1 3/4" 73 5/8" 86 1/2" 72 5/8" 86" SWING XX WOOD B MARVIN 2—LEAF CN6070 104 112 DINING ROOM 123 PORCH D WOOD/GLASS PAINTED TRANSOM 73 5/8" 24 1/2" 72 5/8" 24" CASEMENT WOOD CN6020 CIVIL ENGINEER VINCENT GAUDIELLO, PE 105 102 HALLWAY 103 POWDER ROOM A WOOD PAINTED 1 3/4" 36 841$ SWING WOOD D THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY 106 102 HALLWAY 104 BEDROOM A WOOD PAINTED 1 3/4" 30" 84" SWING WOOD D NEW DOOR IN EX'G OPENING — VERIFY SIZE WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO, PE 107 105 BATHROOM 104 BEDROOM B WOOD PAINTED 1 3/4» 28 80 POCKET WOOD E NEW DOOR IN EX'G OPENING — VERIFY SIZE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE 108 106 CLOSET 104 BEDROOM B WOOD PAINTED 1 3/4" 2811 80 it POCKET WOOD G NEW DOOR IN EX'G OPENING — VERIFY SIZE OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER 109 107 BATHROOM 107 BATHROOM (W.C.) B WOOD PAINTED 1 3/4" 28" 80" POCKET WOOD E NEW DOOR IN EX'G OPENING — VERIFY SIZE EVAN AKSELRAD, PE 16 JAY STREET FL3 110 107 BATHROOM 107 BATHROOM (CLOSET) A WOOD PAINTED 1 3/4" 24" 8411 SWING WOOD F NEW DOOR IN EX'G OPENING — VERIFY SIZE NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT 111 107 BATHROOM 109 BEDROOM B WOOD PAINTED 1 3/4" 28 80 POCKET WOOD G NEW DOOR IN EX'G OPENING — VERIFY SIZE EN CONSULTANTS 1319 NORTH SEA ROAD » „ „ SOUTHAMPTON, NY 11968 631 .283.6360 112 109 BEDROOM 109 BEDROOM (CLOSET) B WOOD PAINTED 1 3/4 24 80 POCKET WOOD G NEW DOOR IN EX'G OPENING — VERIFY SIZE 1 3/4" 24" 80" studio cicetti architect pc 113 108 CLOSET 109 BEDROOM B WOOD PAINTED POCKET WOOD G NEW DOOR IN EX'G OPENING — VERIFY SIZE 172 beard street, Brooklyn, ny 11231 718.875.1460 114 102 HALLWAY 109 BEDROOM A WOOD PAINTED 1 3/4 36 8411 SWING WOOD D NEW DOOR IN EX'G OPENING — VERIFY SIZE project: 115 102 HALLWAY 102 HALLWAY (CLOSET) G WOOD PAINTED 1 3/4" 78' 84 PIVOT WOOD i AKSELRAD RESIDENCE 116 102 HALLWAY 102 HALLWAY (CLOSET) G WOOD PAINTED 1 3/4 78 84 PIVOT WOOD J 36" 84" 4125 Nassau Point Rd., Cutchogue, NY 11935 117 114 PANTRY 113 KITCHEN B WOOD PAINTED 1 3/4" POCKET NONE G 118 117 MUDROOM 113 KITCHEN B WOOD PAINTED 1 3/4 36 84 POCKET NONE G DOOR 119 117 MUDROOM 115 POWDER ROOM A WOOD PAINTED 1 3/4" 36" 84" SWING WOOD D SCHEDULE 120 117 MUDROOM 116 LAUNDRY ROOM A WOOD PAINTED 1 3/4 36 84 SWING WOOD F 121 119 GARAGE 117 MUDROOM A WOOD PAINTED 1 3/4 36 8411 SWING WOOD D seal&signature: date: DEC 16, 2016 122 117 MUDROOM 117 MUDROOM (CLOSET) G WOOD PAINTED 1 3/4 72 5/8" 84 PIVOT WOOD I project no.: 07-2015 1 3/4" 36" 84" CX �'�, cdrawn heckedyby: AE MC 123 119 GARAGE 118 MECH. ROOM A WOOD PAINTED SWING WOOD F 0 drawing no.: 124 119 GARAGE EXTERIOR Q STEEL PAINTED 1 3/4" 109 9/16" 97" PULL—UP STEEL L PELLA, SUTHERLAND FLUSH PANEL 9'X8' A-710 . 00 125 119 GARAGE EXTERIOR Q STEEL PAINTED 1 3/4 109 9/16" 97 PULL—UP STEEL L PELLA, SUTHERLAND FLUSH PANEL 9X8 OF � cad file no.: ©copyright studio Cicetti architect pc general note: DOORSCHEDULE all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and FLR. DOOR ROUGH OPENING FINISH OPENING FRAME HARDWARE owned by studio Cicetti architect pc, whether thyproject for DIMENSIONS DIMENSIONS WALL which they are prepared is executed or not. the are created, REMARKS evolved, developed, and produced solely for use on and in THICKNESS DOOR connection with this project and none of the above may be NO. FROM TO TYPE MATERIAL FINISH THICK. RO WIDTH RO HEIGHT FO WIDTH FO HEIGHT OPERATION SW SHGC MATERIAL TYPE SET HANDING CLOSER STOP disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon 201 201 HALLWAY 202 LAUNDRY ROOM A WOOD PAINTED 1 3/4" 36 84" SWING WOOD F the written permission and direction of studio Cicetti architect 202 203 BEDROOM 201 HALLWAY A WOOD PAINTED 1 3/4" 36" 84" SWING WOOD D pc. 203 203 BEDROOM 204 BATHROOM A WOOD PAINTED 1 3/4" 36" 84" SWING WOOD D no. date submission 204 203 BEDROOM 203 BEDROOM (CLOSET) J WOOD PAINTED 1 3/4" 44" 84" SWING WOOD 11 .23.2016 ISSUE FOR BID 205 203 BEDROOM 205 BATHROOM A WOOD PAINTED 1 3/4" 36" 84" SWING WOOD D 12.16.2016 DOB FILING 206 203 BEDROOM 205 BEDROOM (CLOSET) J WOOD PAINTED 1 3/4" 44" 84" SWING WOOD 1 207 201 HALLWAY 206 BEDROOM A WOOD PAINTED 1 3/4" 36" 84" SWING WOOD D 208 201 HALLWAY 207 FAMILY ROOM H WOOD PAINTED 1 3/4" 96" 96" POCKET WOOD H 209 207 FAMILY ROOM 219 TERRACE F WOOD/GLASS PAINTED 1 3/4" 73 5/8" 86 1/2" 72 5/8" 86" SWING XXLH WOOD B MARVIN 2—LEAF CN6070 DOOR 1 3/4" 134 9/16" 85 3/4" 133 9/16" 85 1/4" P. SLIDING WOOD C MARVIN 3—PANEL CN12070 210 209 MASTER BEDROOM 219 TERRACE K WOOD/GLASS PAINTED 162 1/4" 24" 161 " 23 1/2"TRANSOM CASEMENT WOOD 211 210 MSTR STE HALL 211 HER BATHROOM B WOOD PAINTED 1 3/4 36 84 POCKET WOOD E 2 212 210 MSTR STE HALL 212 HER W.I.C. B WOOD PAINTED 1 3/4" 36" 84" POCKET WOOD G 213 210 MSTR STE HALL 209 MASTER BEDROOM B WOOD PAINTED 1 3/4 48 96 POCKET WOOD E 215 210 MSTR STE HALL 210 MSTR STE HALL B WOOD PAINTED 1 3/4 36 84 POCKET WOOD G 216 210 MSTR STE HALL 214 HIS BATHROOM B WOOD PAINTED 1 3/4 36 84 POCKET WOOD E 217 210 MSTR STE HALL 216 OFFICE B WOOD PAINTED 1 3/4 36 84 POCKET WOOD E 218 216 OFFICE 217 STORAGE A WOOD PAINTED 1 3/4 36 84 SWING WOOD F DOOR 1 3/4" 144" 96" 143" 95 1/2" SWING OXXOLH WOOD B MARVIN 4—PANEL CN12080 219 216 OFFICE 218 TERRACE E WOOD/GLASS PAINTED TRANSOM 144" 24 1/2" 143" 24" CASEMENT WOOD CN12020 CIVIL ENGINEER VINCENT GAUDIELLO, PE 220 210 MSTR STE HALL 215 HIS W.I.C. B WOOD PAINTED 1 3/4" 36" 84 POCKET WOOD G THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY „ WATER MILL, NEW YORK 1 1976 631-726-7600 221 201 HALLWAY 208 VESTIBULE A WOOD PAINTED 1 3/4 36 84 SWING WOOD F MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS 222 210 HALLWAY CLOSET G WOOD PAINTED 1 3/4�° 96 84 PIVOT WOOD J 30 W. WAUKENA AVENUE �� �� OCEANSIDE, NY 11572 516.594.4284 223 214 HIS BATHROOM CLOSET B WOOD PAINTED 1 3/4 36�� 84 POCKET NONE G STRUCTURAL ENGINEER EVAN AKSELRAD, PE P01 OUTDOOR P01 MAIN ROOM A EX'G DOOR TO REMAIN 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 P02 P01 MAIN ROOM P02 POWDER ROOM A WOOD PAINTED 1 3/4» 281) 8011 SWING WOOD D FILING CONSULTANT P EN CONSULTANTS P03 P01 MAIN ROOM P03 STORAGE A EX'G DOOR TO REMAIN 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 PO4 OUTDOOR PO4 MECHANICAL ROOM A EX'G DOOR TO REMAIN studio Cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 project: HARDWARE SETS AKSELRAD RESIDENCE SET A INCLUDED IN MARVIN'S WINDOWS AND DOORS PACKAGE SET D — INTERIOR PRIVACY TUBULAR LATCH SET SET G — FLUSH PULL (2 PER LEAF) SET J — INTERIOR PASSAGE TUBULAR LATCH SET ENTRY PRIVACY PASSAGE CLOSET 4125 Nassau Point Rd., Cutchogue, NY 11935 (SWING) — PRIVACY BOLT (POCKET) — POCKET DOOR PULL (1 PER LEAF) (PIVOT DOOR) — PIVOT HINGES — BALL BEARING HINGES, HEAVY DUTY — HAFELE FUTURA — TYPE 11 FRAMING KIT DOOR — HAFELE JUNIOR 40Z SLIDING HARDWARE SCHEDULE SET B INCLUDED IN MARVIN'S WINDOWS AND DOORS PACKAGE SET E — FLUSH PRIVACY PULL SET SET H — FLUSH PULL (2 PER LEAF) ENTRY PRIVACY DBL POCKET SET L _ WITH NECESSARY HARDWARE seal&signature: date: DEC 16, 2016 DOUBLE (POCKET) — POCKET DOOR PULL (1 PER LEAF) — POCKET DOOR PULL (1 PER LEAF) GARAGE ROLL—UP project no.: 07-2015 — HAFELE FUTURA — TYPE II FRAMING KIT — HAFELE FUTURA — TYPE 11 FRAMING KIT �����ED A AV. drawn by: AE, MS checked b : — HAFELE JUNIOR 40Z SLIDING HARDWARE _ HAFELE JUNIOR 40Z SLIDING HARDWARE '�� : � c�i 't4 -drawngnoy: MC A-71 SET I — INTERIOR PASSAGE TUBULAR LATCH SET ���� 1 . 00 SET C INCLUDED IN MARVIN'S WINDOWS AND DOORS PACKAGE SET F — INTERIOR PASSAGE TUBULAR LATCH SET CLOSET cad file no.: ENTRY SLIDE PASSAGE (SWING) — BALL BEARING HINGES (SWING) — BALL BEARING HINGES, HEAVY DUTY ©copyright studio Cicetti architect pc LJ SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE general note: el- all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in SEE SCHEDULEconnection with this project and none of the above may be 7 D F][1 1-1 El Fuj.El 171�:===L]SEE SCHEDULE I__1 L L disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect pc. no. date submission / w / w / UJ ,/ \\ C) ,� \\ 11 .23.2016 ISSUE FOR BID / V N U) LLJi / wLLJ ' LLJ '\ \ \\ \ \ UJ ' \ \ 12.16.2016 DOB FILING LLJ \ CD © © 0 (T) SWING POCKET SWING PAIR SWING PAIR SWING WOOD WOOD WOOD/GLASS WOOD/GLASS WOOD/GLASS INTERIOR DOOR INTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR FIRE-RATED? FIRE-RATED? FIRE-RATED? FIRE-RATED? FIRE-RATED? U FACTOR=0.3 U FACTOR=0.3 U FACTOR=0.3 SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE Ilk SEE SCHEDULE SEE SCHEDULE LLJ w / \ w w w / \ _ , \\ \\ \ _ / \ / \ U') Ld _ CIVIL ENGINEER VINCENT GAUDIELLO, PE \ \ w U / U U w U \ N \ , N \ / \ / cn Cn N \ / THE RAYNOR GROUP, P.E. & L.S. PLLC w w \ / \ / w w \ ° ° / 860 MONTAUK HIGHWAY "' \\ ,' `n `n `n \ / WATER MILL, NEW YORK 11976 631-726-7600 MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS AUKENA OCEANSIDE, NY 11572 572 516.594.4284 STRUCTURAL ENGINEER O © O (a:) CD EVAN AKSELRAD, PE PAIR SWING PAIR PIVOT PAIR SLIDING POCKET PAIR SWING 16 JAY STREET FL3 WOOD/GLASS WOOD WOOD WOOD WOOD NEW YORK, NY 10013 917.689.0301 EXTERIOR DOOR INTERIOR DOOR INTERIOR DOOR INTERIOR DOOR INTERIOR DOOR FIRE-RATED? FIRE-RATED? FIRE-RATED? FIRE-RATED? FIRE-RATED? FILING CONSULTANT U FACTOR=0.3 EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 studio cicetti architect pc SEE SCHEDULE 172 beard street, brooklyn, ny 11231 718.875.1460 SEE SCHEDULE project: SEE SCHEDULE AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 / / / J UJ / DOOR w SCHEDULE LLJU \\ \\ \\ (n N p / LLJ w w U w LLJ (n \ \\ seal&signature: date: DEC 16, 2016 project no.: 07-2015 �t�REC3 Af�C,' drawn by: AE, M checked by: MC drawing no.: CD PAIR SLIDING PULL-UP SWING ,,� Q� A-712 . 00 WOOD/GLASS METAL WOOD/GLASS EXTERIOR DOOR EXTERIOR DOOR EXTERIOR DOOR �aF FIRE-RATED? FIRE-RATED? FIRE-RATED? cad file no.: U FACTOR=0.3 U FACTOR=0.3 X00 ©copyright studio Cicetti architect pc J i FINISH WALL FINISH WALL general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and PTD. WOOD TRIM FINISH WALL FINISH WALL owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, TAPE, BOND, SPACKLE, TAPE, BOND, SPACKLE, TAPE, BOND, SPACKLE, TAPE, BOND, SPACKLE, evolved, developed, and produced solely for use on and in >< TD. WOOD TRIM PTD. WOOD TRIM PAINT TO MATCH THE PAINT TO MATCH THE PAINT TO MATCH THE PAINT TO MATCH THE connection with this project and none of the above may be WALLS WALLS WALLS WALLS disclosed or given to or used by any person, firm, or EE >< SLIDING DOOR TRACK, TROLLEYS AND HEADER corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect J PTD. SINGLE RABBET Q pc. PTD WOOD HEAD TRACK WOOD HEADER 2 TRIM. ATTACH ROOM SIDE aa TRIM WITH COUNTERSUNK PTD. WOOD DOOR ROUT TOP OF DOOR ROUT TOP OF DOOR SCREWS TO ALLOW TO ACCEPT PIVOT TO ACCEPT PIVOT n0. date SUbmISSIOn REMOVAL FOR ACCESS TO HARDWARE HARDWARE TROLLEYS. PAINT SCREW HEADS. 11 .23.2016 ISSUE FOR BID INSET PANEL INSET PANEL 12.16.2016 DOB FILING PTD. WOOD DOOR PTD. WOOD DOOR ROUT BOTTOM OF DOOR TO ACCEPT GUIDE PROFILE FLR. MTD. DOOR GUIDE CONT. UNDERCUT AT WITHIN WALL CAVITY CONT. UNDERCUT AT PIVOT HADWARE PIVOT HADWARE BOTTOM OF DOOR AS TOP OFFIN. FLR. BOTTOM OF DOOR AS TOP OF FIN. FLR. TOP OF FIN. FLR. TOP OF FIN. FLR. REQ'D. REQ'D. POCKET DOOR HEAD AND SILL DETAIL TYPE I AND H) s SWING DOOR HEAD AND SILL DETAIL TYPE A (I)PIVOT DOOR HEAD AND SILL DETAIL TYPE G 10 PIVOT DOOR HEAD AND SILL DETAIL TYPE J -713 sckL- 3' ' '' -713 SCALE. 3' '' -713 smL' 3' ` '' -713 SCALE 3' HAFELE FUTURA TYPE II SLIDING FOOR FRAMING KIT TAPE, BOND, SPACKLE, TAPE, BOND, SPACKLE, PAINT TO MATCH THE PAINT TO MATCH THE WALLS WALLS BARREL HINGE, TYP.; ROUTE DOOR AS EQ NECESSARY PTD. WOOD POCKET JAMB EQ PTD. WOOD DOOR TRIM PTD. WOOD POCKET DOOR DOOR LEVER DOOR LEVER PTD. WOOD TRIM PTD. WOOD PIVOT DOOR PTD. SINGLE RABBET M WOOD JAMB PTD. WOOD POCKET DOOR DOOR LEVER CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC PTD. POCKET DOOR STRIKE PTD. WOOD PIVOT DOOR MR1 MIRROR 860 MONTAUK HIGHWAY JAMB WATER MILL, NEW YORK 11976 631-726-7600 CENTERLINE OF DOOR o CENTERLINE OF DOOR JH _ PIVOT PIVOT MEP ENGINEER NINO D'ANTONIO, PE 00 L 00 TAPE, BOND, SPACKLE, 3D0 W WAOUKEONA AVENUE NSULTING ENGINEERS r� TAPE, BOND, SPACKLE, PAINT TO MATCH THE PAINT TO MATCH THE WALLS WALLS OCEANSIDE, NY 11572 516.594.4284 PTD. GWB PTD. GWB D STRUCTURAL ENGINEER z z EVAN AKSELRAD, PE PTD WOOD TRIM PTD. WOOD TRIM 16 JAY STREET FL3 FINISH WALL FINISH WALL NEW YORK, NY 10013 917.689.0301 M 5 PIVOT DOOR JAMB DETAIL (TYPE G) 6 PIVOT DOOR JAMB DETAIL TYPE J 3 POCKET DOOR JAMB DETAIL TYPE I AND H SIM. 4 SWING DOOR JAMB DETAIL TYPE A FILING CONSULTANT EN CONSULTANTS -713 scup 3' ' '' -113 ` 3' ` '' -713 ` 3' ` '' -713 ` 3' _ '' 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 FINISH WALL studio cicetti architect pc HAFELE FUTURA TYPE II 172 beard street, brooklyn, ny 11231 718.875.1460 HAFELE JUNIOR 40Z SLIDING FOOR FRAMING KIT SLIDING DOOR TRACK c� project: J Q AKSELRAD RESIDENCE Q TAPE, BOND, SPACKLE, PAINT TO MATCH THE EQ EQ WALLS PTD. WOOD POCKET JAMB 4125 Nassau Point Rd., Cutchogue, NY 11935 TRIM TAPE, BOND, SPACKLE, PTD. WOOD POCKET DOOR PAINT TO MATCH THE PTDWOOD TRIM . PTD WOOD HEAD WALLS DOOR DETAILS TRACK TRIM. ATTACH ROOM SIDE TRIM WITH COUNTERSUNK SCREWS TO ALLOW REMOVAL FOR ACCESS TO PTD. WOOD POCKET DOOR TROLLEYS. PAINT PTD. POCKET DOOR STRIKE SCREW HEADS. JAMB INSET PANEL seal&signature: date: DEC 16, 2016 ROUT BOTTOM OF 00 TAPE, BOND, SPACKLE, project no.: 07-2015 DOOR TO PROFILE "' WALLS T PAINT TO MATCH THE t�-� D ty�.�, drawn by: AE, MS FLR. MTD. OR CONT. UNDERCUT AT WITHIN WALL CAVITY _ CX �' checked by: MC ><BOTTOM OF DOOR AS TOP OF FIN. FLR. drawing no.: REQ'D. A-713 . 00 FINISH WALL ` <�+ r, SOF - 1 TRIMLESS POCKET DOOR HEAD AND SILL DETAIL TYPE B) 2 TRIMLESS POCKET DOOR JAMB DETAIL TYPE B cad file no.: -713 scuE: 3• _ '' -713 scuE: 3. _ '. ©copyright studio Cicetti architect pc L_ J general note: all drawings, specifications, plans, ideas, arrangements, and LIGHTING SCHEDULE designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in KEY SYMBOL DESCRIPTION QTY MANUFACTURER MODEL # FINISH LAMP ACCESSORIES REMARKS connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon Al Al TBD 15 — — — — — OWNER PURCHASED, G.C. INSTALLED the written permission and direction of studio Cicetti architect PC. C1 +C 1 TBD 4 — — — — — OWNER PURCHASED, G.C. INSTALLED no. date submisslon THR—XTM—DL-54D—D3D 1000L / CRI 98 D1 D1 DOWNLIGHT 99 EDISON PRICE —LU—L1 OA-27K—WTF WHITE, TRIM FLUSH ARTIST, 2700K TF RING/3 _�_�� SHW—FTD3-4DL—L15—D3 WHITE, TRIM FLUSH 1500L / CRI 80 11 .23.2016 ISSUE FOR BID D2 D2 DOWNLIGHT 10 EDISON PRICE D—LU-120-27K—WOL ARTIST, 2700K 12.16.2016 DOB FILING F1 FAN 5 — — — — — OWNER PURCHASED, G.C. INSTALLED F1 F2 1/0 FAN 1 — — — — — OWNER PURCHASED, G.C. INSTALLED F2 MS M TBD 3 — — — — — OWNER PURCHASED, G.C. INSTALLED P1 PENDANT 6 — — — — — OWNER PURCHASED, G.C. INSTALLED P1 S1 Sly SCONCE 10 — — — — — OWNER PURCHASED, G.C. INSTALLED S2 A,2 SCONCE 1 — — — — — OWNER PURCHASED, G.C. INSTALLED W1 W1 WALLWASHER 22 EDISON PRICE LED—CLW-4WL-27K—L12 WHITE, TRIM FLUSH LED — 2700K TF RING/4 —D3D—LU-120—WTF ELECTRICAL CONTROLS SCHEDULE SYMBOL DESCRIPTION QTY MANUFACTURER MODEL NAME MODEL # FINISH ACCESSORIES REMARKS 0 DUPLEX OUTLET LUTRON CLARO SCR-15 WHITE CLARO GLOSS WALLPLATE GFCI OUTLET LUTRON CLARO SCR-20—GEST WHITE CLARO GLOSS WALLPLATE Q DEDICATED OUTLET LUTRON CLARO WHITE CLARO GLOSS WALLPLATE CIVIL ENGINEER VINCENT GAUDIELLO, PE LEW ELECTRIC FITTINGS THE RAYNOR GROUP, P.E. & L.S. PLLC Lel FLOOR OUTLET COMPANY RRP-2—LR—A STAINLESS STEEL 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 SWITCH LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS ° DIMMER SWITCH LUTRON DIVA DVCL-153P WHITE CLARO GLOSS WALLPLATE 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 JAMB SWITCH LUTRON CLARO CA-1PS WHITE CLARO GLOSS WALLPLATE STRUCTURAL ENGINEER EVAN AKSELRAD, PE 16 JAY STREET FL3 M MOTION SENSOR LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT 3 THREE—WAY SWITCH LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE EN CONSULTANTS 1319 NORTH SEA ROAD 4 SOUTHAMPTON, NY 11968 631 .283.6360 FOUR—WAY SWITCH LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE f CEILING FAN CONTROL LUTRON DIVA DVFSQ—F WHITE CLARO GLOSS WALLPLATE studio cicetti architect pc 172 beard street, Brooklyn, ny 11231 718.875.1460 ZJ DATA/CABLE LUTRON CLARO SC—CJ WHITE CLARO GLOSS WALLPLATE project: Osco SMOKE & CARBON NEST PROTECT HARD—WIRED AKSELRAD RESIDENCE MONOXIDE DETECTOR 4125 Nassau Point Rd., Cutchogue, NY 11935 LIGHTING & ELECTRICAL CONTROLS SCHEDULE seal&signature: date: DEC 16, 2016 project no.: 07-2015 �er-D RF�0' drawn by: AE, MS �>0 checked by: IVIC drawing no.: A-740 . 00 OF cad file no.: ©copyright studio Cicetti architect pc L_ -1 general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and direction of studio Cicetti architect PC. no. date submission 11.23.2016 ISSUE FOR BID 12.16.2016 DOB FILING CONTINUOUS ACOUSTICAL SEALANT CONTINUOUS FIRE-RATED SEALANT CONTINUOUS ACOUSTICAL SEALANT CONTINUOUS ACOUSTICAL SEALANT nNISH CEILING FINISH CEILING FINISH CEILING IV REF. RCPIRV REF. RCP REF. RCP UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE FINISHED CLG; REFERENCE REFLECTED FINISHED CLG; REFERENCE REFLECTED FINISHED CLG; REFERENCE REFLECTED FINISHED CLG; REFERENCE REFLECTED CEILING PLANS CEILING PLANS CEILING PLANS CEILING PLANS NOTE: USE 2-LAYER GYP. BD. TYPE TAPE AND COMPOUND EXPOSED JTS. TAPE AND COMPOUND EXPOSED JTS. TAPE AND COMPOUND EXPOSED JTS. 'X' FOR 2-HR FIRE-RATED CLG. AT GYP. BD. CLG. OR SOFFIT (TYP.). AT GYP. BD. CLG. OR SOFFIT (TYP.). L >< >< %L AT GYP. BD. CLG. OR SOFFIT (TYP.). CONSTRUCTION. TAPE AND COMPOUND EXPOSED JTS. WATER RES. 5/8" GYP. BD. ABV. T.O. SLOTTED TOP TRACKS (TYP.). >< AT GYP. BD. CLG. OR SOFFIT (TYP.). CERAMIC TILE OR STONE SLAB (TYP.). T.O. CERAMIC TILE z_ REF. INT. ELEV. CLG CLG CLG CIVIL ENGINEER VINCENT GAUDIELLO, PE Ll THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 2-LAYER GYP. BD. TYPE 'X' BOTH 5/8" CEMENT. BACKER BD. AT ALL MEP ENGINEER NINO D'ANTONIO, PE " TK. GYP. BD. AS SCHEDULED; SIDES FOR 2-HR FIRE-RATED D'ANTONIO CONSULTING ENGINEERS S STAGGER JOINTS BETWEEN LAYERS; CONSTRUCTION; TAPE AND SPACKLE WALLS RECEIVE CERAMIC TILE OR WOOD STUDS BELOW - PROVIDE 30 W. WAUKENA AVENUE TAPE AND SPACKLE (TYP.). (TYPSTONE SLAB (TYP.). BRACING ® QUARTER POINTS OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER WOOD STUD ® 16" O.C. MAX. >< ><WOOD STUD EVAN AKSELRAD, PE WOOD STUD @ 16" O.C. MAX. 16" O.C. MAX. 16 JAY STREET FL3 SOUND ATTENUATED INSULATION SOUND ATTENUATED INSULATION 5/8" GYP. BD. ON BOTH SIDES NEW YORK, NY 10013 917.689.0301 PLAN SOUND ATTENUATED INSULATION PLAN PLAN FILING CONSULTANT EN CONSULTANTS 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631 .283.6360 CERAMIC TILE OR STONE SLAB, SEE FINISH SCHEDULE SOUND ATTENUATED INSULATION studio cicetti architect pc BASE AS SCHEDULED BASE AS SCHEDULED 172 beard street, Brooklyn, ny 11231 718.875.1460 CONTINUOUS ACOUSTICAL OR BASE AS SCHEDULED CONTINUOUS ACOUSTICAL OR FIRE-RATED SEALANT CONTINUOUS FIRE-RATED SEALANT CONTINUOUS ACOUSTICAL SEALANT project: FIRE-RATED SEALANT FINISHED FLOOR; REFERENCE FINISH FINISHED FLOOR; REFERENCE FINISH FINISHED FLOOR; REFERENCE FINISH FINISHED FLOOR; REFERENCE FINISH AKSELRAD RESIDENCE PLANS PLANS BASE PLANS PLANS BASE BASELu���U TOP OF STRUCTURE �— TOP OF STRUCTURE 4125 Nassau Point Rd., Cutchogue, NY 11935 TOP OF STRUCTURE 6 1/2" MIN. TOP OF STRUCTURE SEE PLANS WALL TYPES A NON LOADBEARING PARTITION B 2 HR FIRE RATED PARTITION C>�ON_LOADBEARING�WET�WALL NON LOADBEARINGCHASE WALL SCALEN.T.S. SCALE: N.T.S. S. SCALE: N.T.S. PARTITION TYPE Al: WITH HAFELE FUTURA TYPE II POCKET DOOR FRAMING KIT. PARTITION TYPE C1: PLUMBING WALL WITH 2X6 STUDS PARTITION TYPE E1: STONE FINISH PARTITION TYPE A2: WITH 2X6 STUDS PARTITION TYPE C2: CERAMIC TILES (OR STONE) ON BOTH SIDES PARTITION TYPE C3: PLUMBING WALL WITH 2X6 STUDS AND CERAMIC TILES ON BOTH SIDES seal&signature: date: DEC 16, 2016 PARTITION TYPE C4: WITH HAFELE: FUTURA TYPE II POCKET DOOR FRAMING KIT. project no.: 07-2015 tl��TYPES 1.1MED AF��,� drawn by: AE, MS Os TSCALE c,a� Gt ''. checked by: MC C' -dr wing no.: tp IN A-750 - 00 OFI' � cad file no.: ©copyright studio Cicetti architect pc L J