The URL can be used to link to this page

Home My WebLink About46556-Z 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 #: 46556 Date: 7/13/2021 Permission is hereby granted to: Akselrad, Ira 1965 Broadwayfat 18wB New or NY 100235977 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees & ZBA approvals. At premises located at: 4125 Nassau Point Rd. CwPoi , u. o, ue SCTM # 473889 Sec/Block/Lot# 111.-9-6.4 Pursuant to application dated 6/25/2021 and approved by the Building Inspector. To expire on _ 1/12/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $746.40 CO-ADDITION TO DWELLING $50.00 Total: $79 96.40 Buil � gIn:�.��......� .. uy: :�au TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ouuthoklno wuugw_.mv Date Received APPLICATIGNI F011 B„ hIDING P IIIIhdff For Office Use Only 6 u PERMIT N0. .. � Building Ireotor °J iLJ .)UN 2 5 2021 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:June 25, 2021 OWNER(S)OF PROPERTY: Name:lra and Susan Akselrad SCTM # 1000-111-09-6.4 Project Address:4125 Nassau Point Road, Cutchogue Phone#:917-597-7674 :]:Emai1:=iaks�7elrad@tjcny.com �� Mailing Address:1965 Broadway -Apt. 18B, New York, NY 10023 e__w..w .....w CONTACT PERSON: Name:Bruce A. Anderson - Suffolk Environmental Consulting, Inc. Mailing Address:p, O. Box 2003, Bridgehampton, NY 11932 Phone#:631-537-5160 Email:bruce@suffolkenvironmental.com DESIGN PROFESSIONAL INFORMATION: Name:Melissa Cicetti, RA - Studio Cicetti Architect, P. C. Mailing Address:172 Beard Street, Brooklyn, NY 11231 Phone#:718-875-1460 Emaiill:melissa@studiocicetti.com CONTRACTOR INFORMATION: Name:Burger Construction, Inc. (Eugene Burger) Mailing Address:p. O. Box 934, Cutchogue, NY 11935 Phone#:contact@burgerconstruction.net Email:631-484-9763 �_ew DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 100,000.00 Will the lot be re-graded? ❑Yes InjNo Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? 17Yes WNo IF YES,PROVIDE A COPY. C1 Ch ck Box the T fuowel' IIIIke ding: The owner/contracw/desipr Prohsslorral is retponrlble for all drak*p and storm water�w provided by Check Code.APP=TION IS HEREBY MADE to ft Building Department for the Issuance of a Building Permit pursuant to the BulMk%zona Ordinance of the Town of Southold,SuKofiy County,Now York and other apocable laws,Ordinances or RerAvdons,for the anutructlon of bulkUnIM housing additions,alterations or removal or demolltlon as herein desMbad.The applicant to oomph wNh NO appYable paws,ordinances,building code, and ons and to admit authorized inspectors on premises and In buUdh*si for neemary inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 210.45 of the Now York State penal taw. Application Submitted By(print •name •Bruce A.Anderson-Suffolk Env.Cons., Inc. � ®Authorized Agent Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that,the or will be performed in the manner set forth in the application file therewith. Sworn before me this &;!�day ofr-� ZQ 1 —Xo '� on ��,„ Notary Public � MATTHEW D. IVAN5 NOTARY PUBLIC-STATE OF NEW YORK No.01IV6053859 PR N UTHOMA O Qualified in Suffolk County ,� .m... ,".." My commission Expires 01-224""1"11% (Where the applicant is not the owner) °o3 IIra and Susan Akselrad residing at 1965 Broadway Apt. 18B, New York . New York 10023 Suffolk Environmental Consulting, Inc. do hereby authorize to apply on my alf t ,7Town of So thold Building Department for app a' as described herein. Owner's Signature 8 Date Ira and Susan Akselrad Print Owner's Name 2 BOARD MEMBERS �� , �, Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 �l�w't' �" uuumoum �� ;. Southold,NY 11971-0959 Patricia Acampora �^, Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. k i" 54375 Main Road(at Youngs Avenue) a Nicholas Planamento °� � Southold NY 11971 w0� http://southoldtowiiny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631) 765-9064 January 27, 2021 Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton,NY 11932 Re: ZBA Application#7456, Akselrad 4125 Nassau Point Road, Cutchogue SCTM No. 1000-111-9-6.4 Dear Mr. Anderson; Transmitted for your records is a copy of the Board's January 21, 2021 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions, please don't hesitate to contact our office. Sincerely, Ki n E, Fuentes Board Assistant Encl. cc: Building Dept. BOARD MEMBERS � � � , s Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento enum Southold,NY 11971 http://soutboldtownny.g6v " �N 0 ZONING BOARD OF APPEALS w; TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 ... to P ti Sc) dk iC `�"I E I I ATI ON .. �o o TO e M"FA1,'T1N OF JAMINItY 21, 2021 Z18A FILE: # 7456 NAME OF Al'''i'LICAN 1: lra`aiid'Susan Akgelrad PROPERTY LOCATION:4125 Nassau Point Road"Cutchogue;NY SCTM No. 1.11-9=6.4 S A Q1F-,1" N4lNATION: The Zoning,Board of Appeals has visited the property under consideration in this application acid determines that this review falls under the Type Il category of the State's List of Actions, witliot t lb�rther steps tinder StQ A4 O"l..;-KC(Illi . " ;li ) 1"' r4wC »�l�a C t O :this application was refcrre l as required under the'S4uIf6lk County Aduiiuistrative Code'Seetions A 14=14 to 23,and the Suffolk County f)epartmen"t ofPlanning issued its "reply elated Doc;etriber .1, 2020 stating that this application is considered a initt& for local deter n'luaiion as theme appesrs to he no significant county-wide or inter-comrnunity impact. I.. RP LjI�TId _ 1NA lilt) This application was refeir&d for review under Chapter 268; aterfrorit Consistency review of the Town of Southold Town Code acid the Local Water&ont Revitalization Progfani (1* NRI") Policy Standards,The LWI P Coordinator issued a fec:orruneFndation dated December 21, 20X Based up'ori the ihforination provided on the LWRP Consistency Assessment Portn submitted to this department,as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards; and therefore; is CONSISTENT with the LW". PROPERTY :f Ct'Tl"` 1 ,C l lP l ltll1 The parcel is a conforining 75,409 square foot waterfront parcel located in the R-40 Zoning District. The parcel has 104.58 feet of bulkhead frontage on Little Peconic Bay along the-easterly property line; fronts 200.06 feet on Nassau Point Road along the westerly property line; runs 396.01 feet along the northerly property line, and 317.51 feet along the southerly property line. The parcel is improved with a two story frame house with decks and a walkout basement,an ].n-ground pool surrounded by a stone patio,a frame pool house; and wood steps down to the beach. All is shown on a survey by Gary Benz, L.S., last revised October 14, 2020. SIS OF APPLFICA 1( Request for a Variance from Section 280-116A(1) and the Building Inspector's �N:.m.� September 24, 2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) 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 No. 1000-111-9-6.4. RELIEF REQUESTED: The applicant requests a variance to add a deck on the southerly side of the house that will result in a bluff setback of 75 feet where code requires a minimum bluff setback of 100 feet from top of bluff. Page 2,January 21,2021 #7456,Akselrad SCTM No. 1000-111-9-6.4 A��JITIONAAU-M-AM'A "ION; The two-story frame house has the benefit of area variance #6986 granting variance relief for additions and alterations to an existing residence+/-72 feet from the top of the bluff and to legalize a swimming pool in the side yard. On December 20,2016,the applicant received a de minimus approval to construct steps, a landing and a raised patio located less than 15 feet setback from the side yard property line. I"INDINGS OF FACT/_.R) SONS,FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 7,2021 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 b 1 . Grant of the variance 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 deck in the side yard will not change the existing dwelling's non-conforming bluff setback. The proposed deck is about,the same as the existing house's bluff setback and will not change the character of the neighborhood. 2. Town Law 267_b b 2 . The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing house has a non-conforming bluff setback therefore any proposed deck in the side yard will require the benefit of an area variance. 3. Town Law §267-1)(3)(b)(3). The variance granted herein is mathematically substantial,repesenting 25%relief from the code,. However,the proposed deck is in line with the existing house's bluff setback. 4. Town Law "`267-b 2 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. Towyn:Law §267-1)(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 '267-b. Grant of the requested relief is 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. Ii,lmm t)l C,�wl 1( 1 _OI I`1111 f O 1 0: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 Weisman (Chairperson), and duly carried, to GRANT the variance as applied for, and shown on the Architectural plan prepared by Melissa Cicetti, Architect, dated July 14, 2020 and labeled A-100 through A-103, A-200 and A-201; and the survey prepared by Gary Benz, L.S., last revised October 14, 2020. aUBJE "l T I Il....1`01 1. WING CC ONDI FION .:: 1. The proposed deck shall remain open to the sky and unenclosed. Page 3, January 21,2021 47456,Akselrad SCTM No. 1000-111-9-6.4 This approval shall not be eleetned effective until the required conditions have been met At the discretion of the Board ofAppea4,.1j7i1ure to comply with lite above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. Any devialionfrom the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may requhv a new application and publh-hearing bql6re the Zoning Boartl ql'1414)eals. Any deviation firom the w'zriance(�)granted herein asshown on the architectural draivings, site plan andlor Survey cited above,such as alterations, extensions, or demolitions, are not authorized under this application when involving nonco)jformities under the-oning code, This action does not authorize or condone any current orfiaure use, setback, or other,feature of the subject property that mq�y violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Pursuant to Chapter 2,80-146(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 t,hree(3) consectitive�.ope:(l)year-terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Acampora,Dantes,Lehnert, and Planamento(5-0). fs— —---—-------- slie Kanes Weisman, Chairperson Approved for filing / /y2-/2021 7 I j J f",jAA BOARD OF SOUTHOLD TOWN TRUSTEES U., A�PoHl PIWADN' ;N2 ""I SOUTHOLD, NEW YORK l, F ",%,�K F,-0 A111 I B, 4, V, W V 111I"i"T"'), 20 V,Aully, 4 N "t 4 g PERMIT NO. 9926 DATE: RJNE 16, 02:1 "A MI,Vl,b IPJ �J WN L ISSUED TO: IRA& SUSAN AKSE RAD ez V amw PROPERTY ADDRESS: 4125 NASSAU POINT ROAD,CUTCHOGUE SIP OV 9 AA SCTM# 1000-111-9-6.4 AUTHORIZATION J'q A"11, isq 110,A), N Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 10 accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16, 2021, and in consideration of application fee in the sum of$250.00 paid by Ira& Susan Akselrad and subject to the Terms ;T)C and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the 5 4 "IJ following: 'kql 41 0 4 J" Wetland Permit to construct an addition to the first story of existing dwelling along its southerly face measuring 10' x 31.21 (311.25 sq. ft.); construct a roof deck above the AIM first story addition and extending 46.2 feet from the westerly end of the addition �6 0 1 A 4 % towards the seaward face of the existing dwelling (101 x27.3' (273.3 sq. ft.)); construct 198 linear feet of bulkhead as previously approved shortly after Hurricane Sandy not built but removed and no further seaward that the existing bulkheads at the northerly and southerly residential parcels and with fronting toe armor, a 7 foot return on the 11 south end of the bulkhead, a 10 foot wide splash pad between the lower and upper bulkheads narrowing to 7 feet at its southern edge, a 4' x 19' descending stairs to a 6' x 8landing, a 3' x 10' descending stairs to a 8' x 25' at grade platform, a 4' x 6' platform % 4A, f at the proposed lower bulkhead with 3' x 12' steps to the beach; with the condition that l"I PoW stainless steel fasteners are used for the proposed 8'x25' lower deck; and as depicted on 4� the site plan prepared by Joseph Fischetti, P.E., received on June 14, 2021, and k stamped approved on June 16, 2021. IN WITNESSN"", WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these A presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. f F01 Jiv ...... %to TERMS AND CONDITIONS The Permittee Ira&_Susan t lc c residi�tg at, 1,2 Nassau Point l o ,d.�...C"utcllo ge, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3.. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10, No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President � �� Town Hall Annex �4l m� wr A. Nicholas Krupski,Vice President �r ��R� � ,� °.e 54375 Route 25 y P.O. Pax. 11.79 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino 11 � �� M Telephone k� phone(631) 765-1.392 Greg Williams ;S"3 Fax (631) 765-6641. w„ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 22, 2021 Robert Anderson Suffolk Environmental Consulting Inc. P.O. Box 2003 Bridgehampton, NY 11932 RE: IRA & SUSAN AKSELRAD 4125 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-111-9-6.4 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, June 16, 2021 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc., on behalf of IRA & SUSAN AKSELRAD applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 11, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the proposal to construct an addition to the first story of existing dwelling along its southerly face measuring 10'x31.2' (311.25sq.ft.); construct a roof deck above the first story addition and extending 46.2' from the westerly end of the addition towards the seaward face of the existing dwelling (10'x46.2' or 461.25sq.ft.); construct a first story deck immediately seaward of the proposed first story addition measuring 10'x27.3' (273.3sq.ft.); a 4' x 19' descending stairs to a 6' x 8' landing, a 3' x 10' descending stairs to a 4' x 6' platform at proposed lower bulkhead with 3' x 12' steps to the beach be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the proposal to construct 198 linear feet of bulkhead previously approved shortly after hurricane Sandy not built but removed, a 12 foot return on the South end of the bulkhead, a 12 foot wide splash pad between the lower and upper bulkheads, and a 10'x20' platform; be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered the Local Waterfront Revitalization Program policy to the greatest extent possible through the imposition of the following Best Management Practice requirements: revised plans showing bulkhead is in no further seaward than adjacent properties; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 19, 2021 and June 16, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of IRA & SUSAN AKSELRAD to construct an addition to the first story of existing dwelling along its southerly face measuring 10' x 31.2' (311.25 sq. ft.); construct a roof deck above the first story addition and extending 46.2 feet from the westerly end of the addition towards the seaward face of the existing dwelling (10' x27.3' (273.3 sq. ft.)); construct 198 linear feet of bulkhead as previously approved shortly after Hurricane Sandy not built but removed and no further seaward that the existing bulkheads at the northerly and southerly residential parcels and with fronting toe armor, a 7 foot return on the south end of the bulkhead, a 10 foot wide splash pad between the lower and upper bulkheads narrowing to 7 feet at its southern edge, a 4' x 19' descending stairs to a 6' x 8' landing, a 3' x 10' descending stairs to a 8' x 25' at grade platform, a 4' x 6' platform at the proposed lower bulkhead with 3' x 12' steps to the beach; with the condition that stainless steel fasteners are used for the proposed 8'x25' lower deck; and as depicted on the site plan prepared by Joseph Fischetti, P.E., received on June 14, 2021, and stamped approved on June 16, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, W ' 9Ww GVI%�nGo&n h, President, Board of Trustees DATE(MNIIDDIYYY'O CERTIFICATEIILII IINSURANCE 06!2412021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NT ,T Lauren Murphy NAVE. Roy H Reeve Agency,Inc. PHONE (631)296--4700 SAX (C,31)298-3850 6r � IAac..N PQ Box 54 L MAEa Imurphy@royreeve,com AI e",S 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC d Mattit:uck NY 11952 INSURERA: United Specialty Insurance Company INSURED '.. INSURER B: Burger Construction Inc INSURER C PO Box 934 INSURER D INSURER E: Cut.chogue NY 11935 INSURER F COVERAGES CERTIFICATE NUMBER: CL2010213193 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED{NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ILTR TYPE OF INSURANCE ' ' Try I.— POLICY NUMBER MMIDDIYYYY MM( 1DDIYYYY LIMITS TXContractual ERCIAL GENERAL LIABILITY EACH OC,CURRL-NC E" S %%)0,0011 k COY �iC�" VJ r LAIMS-MADE OCCUR rR nRf,E,",�,(rEta.r,ruir¢>a:r•➢ I g .�o,aaU ".� Liability5,00a MED EXP iAnv one Cw.,soar S A PSS2001'122 09118/2020 09/1$120218 '.. PERSONAL k./�.B"�1tt fPtYJUFiy C`Et lA(,'vvr3RErRATEILIMIT'fibPL[ESPE.R CENd r-�a1LAG(,,RF,CJR."rr S 2,000,000 POLICY RCM. E0 EC< LOC _ PRODUCTS 4OMfPID AGG I � OTHER 7 PM C d';Jd`al �u� LTflC AUTOMOBILE LIABILITY ;r, €_(EaACN�alara { ANYAUTO IIP.XNLY U N,JwI Y(Per poi,ony ., 011111aED SCHEDULED BODN.Y INJURY(per accident) ALros ONLY AUTOS MIRED NON-O'J'JNFO AUTOS ONLY AUTOS ONLYr�er�u�v r "'E UMBRELLA LIAB ''...OCCUR I -, CH OC1C URRENOF� J S EXCESS LIAR Cd_Ali4a]^i•MADE^ AGGREGATE S C.YGWr.� EYE'.YEh1"f'OCbN BS S _ WORKERS COMPENSATION 6'''_IF T. AND EMPLOYERS'LIABILITY YIN 7 YA1:11:1 ?41' „ f ANY CER11M IETCJR PARTNER/EXrN l A I_CUTIVE iro EACH AQ",C�i F' T OFFICERtMFMBER EXCLUDE l (Mandatory in NH) E L. DISEASE-EA EMPLOYEE S It yes,describe under IJESCRIP-I'ION OF OPERATIONS belo.J F L. 171EiEASE.-POLICY LIB+f 6 r' 5 ,m.,. ..� ..�,...»....»..µ.. .......I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE.FOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Ira Akselrad ACCORDANCE WITH THE POLICY PROVISIONS. 4125 Nassau Point Road AUTHORIZED REPRESENTATIVE Cutcho ue NY 11935 Y O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD /7--jk4st NYSIF New*mr statenmmuramcmRAmd 19SCHURCH STREET, NEW YORK, N.Y. |8D071100 | nysif.conn CERTIFICATE OF WORKERS" COMPENSATION INSURANCE `^^^^^ 112849627 BURGER CONSTRUCTION INC POBOX 934 COTCHOGUENY11S35 SCAN TDVALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BURGER CONSTRUCTION INC IRA AKSELRAD P 0 BOX 934 4125 NASSAU POINT ROAD COTCHOGUE NY 11935 CUTCHOGUE NY 11935 POLICY N CERTIFICATE NUMBER )LICY PERIOD DATE G 777 658166 29/2020 TO 06/29/2021 6/24/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 777885-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THEGTATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RE8PECTTODPERAT|ONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. |FYOU WISH TORECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OFCANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/fWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND !SNOT LIABLE|NTHE EVENT OFFAILURE TOGIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. EUGENEBERGER-PRES ANN 8ERGER-V. PRIES BURGER CONSTRUCTION INC THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUN[} DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 741808099 NYSIF New York State Cnsur'avvre IRund 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 CERTIFICATE E ' COMPENSATION INSURANCE (RENEWED) 1/A A A A A 112849627 vp BURGER CONSTRUCTION INCP O BOX 934 ' COTCHOGUE NY 11935 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BURGER CONSTRUCTION INC IRA AKSELRAD P O BOX 934 4125 NASSAU POINT ROAD COTCHOGUE NY 11935 CUTCHOGUE NY 11935 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIODDATE G 777 885-5 658167 06/29/2021 TO 06/29/2022 6/24/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 777 885-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/ .NYSIF.CO /CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. EUGENE BERGER-PRIES ANN BERGER-V. PRIES BURGER CONSTRUCTION INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTORJNSURANCE FUND UNDERWRITING VALIDATION NUMBER:619461998 ChAE Illi nne I'd*celflasthat the 01M" , ��P"��4�d rNalh!C11P�,i Nm°1u hw��4�N N�':'�� 1 z vu a di illy U nsod Ucerise NuM"M'iber: M�".0_1"'N 144 osmlW Drago M MS : 11i,"to 1111484 comm8ssuonw Aires., 0111 101/2022 G C'i 4 0 rad not , �� ('A (ASA CR:I ZZd cr, c% Vw"ny J rs ct ii [N,Q rvr'a ttt ' n ,? � �:r� �.1 IG.g ' '. d �"�, 0, r`„ ,, �� f:I G1 III d m 41 r J r� ul e v^ lrly c a u...ct l .»r(” r nom. f II a d w u c'rk 6 nd D'•� �.J I Ira°.r ar I.Ir 0:I cal �.� €.dB . 'm1Ca I;°:4''➢ tl �A'p &'.� "":a 6J'h rl r,. ., _. _ �.AI a;,. cn cn Yy f4a c>"iL5 I ir,}ftF 07 Aai ixF I I I J ew WITP C � �9amw""' �IAv by ywVdM c.l4. P Cu r CC �=u N '.: !t I U r- r Alwlt (/'J ' C• + .......... .... �, w, r' _........_. � c c > a n "ra C7 I 2 a �Y x y rl .r a "cfr Y.d'1, , An rl' a . E J E La w I *X� 5 Se �s vS -1 �q77(13W PROJECT NOTES: general note: ma a IL all drawings, specifications, plans, ideas, arrangements, and AV U designs represented or referred to are the property of and 1. ALL WORK SHALL CONFORM WITH AIA GENERAL CONDITIONS DOCUMENTS A105 owned by studio Cicetti architect pc, whether the project for KS RA AND A205, SMALL PROJECTS EDITION AND WITH THE PROJECT MANUAL which they are prepared is executed or not. they are created, E L U RE IDE iNCE 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 4125 OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING the written permission and direction of studio Cicetti architect AGENCIES. 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 HIM/HERSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE 08.25.2020 ISSUED TO BUILDING DEPARTMENT PERFORMED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE 06.09.2021 ISSUED TO BUILDING DEPARTMENT WORK. THE GENERAL CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND CHECK LOCATIONS OF EXISTING STRUCTURE. IS 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND" UED TO BUILD111\43G DmEmmPARTMENT CONDITIONS AT THE SITE, CONFIRM THAT THE WORK IS BUILDABLE WITH THE DESIGN INTENT AS SHOWN, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 06 25. ALL DIMENSIONS ARE TO FINISH FACE OF MASONRY, FACE OF STUD,1 A U' 9m ,ff0ff` 021 CENTERLINE OF STEEL, FACE OF FINISH, OR CASEWORK UNLESS OTHERWISE NOTED. DIMENSIONS NOTED AS "CLR" ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S REVIEW. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL UNLESS NOTED AS "+/-". FIELD DETERMINE DIMENSIONS MARKED ARCHITECT "V.I.F." PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND NOTIFY ANY VARIANCES TO ARCHITECT FOR RESOLUTION. 6. "ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME O ® cicett 'i rc PLANE. 7. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS SHOWN OR 172 beard street Brooklyn, ny 11231 REFERRED TO ON ANY SHALL BE PROVIDED AS THOUGH SHOWN ON ALL. 8. DO NOT SCALE THE DRAWINGS. DIMENSIONS AND NOTES SHALL GOVERN. tel. 718.875. 1460 DRAWINGS AT A LARGE SCALE SHALL TAKE PRECEDENCE OVER DRAWINGS OF A SMALL SCALE. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. 9. REPETITIVE FEATURES NOT SHOWN ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 10. GENERAL CONTRACTOR TO VERIFY LAYOUT OF PARTITIONS, DOORS, ELECTRICAL OUTLETS AND DEVICES, DATA AND TELEPHONE OUTLETS, LIGHT FIXTURES, AND SWITCHES WITH THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. GENERAL CONTRACTOR TO VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY MECHANICAL, TELEPHONE, DATA, ELECTRICAL, LIGHTING AND PLUMBING EQUIPMENT (INCLUDING ALL PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. 11. VISITS TO THE SITE BY THE ARCHITECT ARE ONLY INTENDED TO ENSURE COMPLIANCE WITH THE DESIGN INTENT AND SHOULD NOT BE CONSTRUED AS BEING RELATED TO SITE SAFETY. PROJECT DATA: SYMBOL LEGEND: 12 THE GENERAL EEALCONTRACTOR ONTCTSHLLPROTECT THE EASOR AND NEW ORNA ANDDAMAGE WHICH FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC., AND SHALL PROVIDE CIVIL ENGINEER VINCENT GAUDIELLO, PE SCOPE OF WORK: RENOVATION AND EXTENSION OF A SINGLE FAMILY WOOD-FRAME RESIDENCE. FROM 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 ROOM INFO 1003 BEDROOM DOOR NUMBER103 NEW AND EXISTING MATERIALS, FINISHES, STRUCTURES, AND EQUIPMENT SHALL O BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO WATER MILL, NEW YORK 11976 631-726-7600 'WORK INCLUDES: REMOVAL OF INTERIOR PARTITIONS, PLUMBING ELECTRICAL AND MECHANICALS RELOCATED. ADDITIONAL EXPENSE TO THE OWNER. ADDITION TO FIRST FLOOR. 1 WINDOW NUMBER 112 MEP ENGINEER NINO D'ANTONIO, PE BUILDING ELEVATION A 202 13. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT D'ANTONIO CONSULTING ENGINEERS WALL TYPE E1 SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, EXCEPT 30 W. WAUKENA AVENUE LOCATION: 4125 NASSAU POINT ROAD, CUTCHOGUE, NY, 11935 WHERE NOTED OTHERWISE. OCEANSIDE, NY 11572 516.594.4284 OWNERS: SUSAN AND IRA AKSELRAD 1 REVISION 22 14. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ALL STRUCTURAL ENGINEER BUILDING SECTION OUTILITIES DETERMINED IN THE COURSE OF CONSTRUCTION AS BEING A-202 NECESSARY TO BE REMOVED WHICH HAVE NOT OTHERWISE BEEN NOTED FOR EVAN AKSELRAD, PE E SHEET NOTE TAG -�--- 2 REMOVAL IN THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR 16 JAY STREET FL3 CLIMATE ZONE NUMBER: 4 SHALL REMOVE SUCH UTILITIES ONLY AFTER CONSULTATION WITH THE NEW YORK, NY 10013 917.689.0301 SUBTYPE: A ARCHITECT AND OWNER. WHETHER PREDETERMINED IN THE CONSTRUCTION INTERIOR ELEVATION NQ6O S LEVEL CHANGE DOCUMENTS OR DETERMINED IN THE FIELD, DISCONNECT, CUT BACK TONS FILING CONSULTANT DRAWING LIST: CREATED BYTHEPREMOVAL ALL LO UTIITY LITIES ES TOCES E MATCH ADJACENT CONSTRUCTMOVED. SEAL ALL TIION ELEVATION SUFFOLK ENVIRONMENTAL CONSULTING W HEIGHTTOP OF PARAPET AND FINISHES. 2322 MONTAUK HWY, ELEV.=100'-0" BRIDGEHAMPTON, NY 11932 631 .537.5160 ARCHITECTURAL STRUCTURAL ALIGN FINISHES AM 15. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF 1 F-1ALLCONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. A-000.00 COVER SHEEP S-101.00 FIRST FLOOR FRAMING PLAN DETAIL TAG A-202 THE GENERAL CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING studio c icettl architect A•-001.00 ADMINISTRATIVE NOTES S-102.00 SECOND FLOOR FRAMING PLAN � AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE GENERAL �C A•-002.00 BUILDING DEPARTMENT NOTES 172 beard street, Brooklyn, ny 11231 718.875.1460 MEP CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR CENTERLINE INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK, C-1.00 SITE PLAN T-001.00 MECHANICAL ELECTRICAL AND PLUMBING COVER SHEET COLUMN LINE Z NORTH ARROW 16. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE project: EN-101.00 ENERGY COMPLIANCE -1 INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED PER THE EN-102.00 ENERGY COMPLIANCE -2 EN-001.00 ENERGY ANALYSIS SHEET EN-002.00 HEATING & COOLING LOAD CALC. REPORT MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN AKSELRAD RESIDENCE MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE DI)I-100.00 CELLAR DEMOLITION PLAN GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING DIJ-101.00 FIRST FLOOR DEMOLITION PLAN PLUMBING � DISI-102.00 SECOND FLOOR DEMOLITION PLAN ABBREVIATIONS: WITH THE WORK IN QUESTION. P-001.00 BASEMENT FLOOR PLUMBING DEMO PLAN 17. ALL WORK NOTED "BY OTHERS" OR "N.I.C." SHALL BE PROVIDED BY THE 4125 Nassau Point Rd., Cutchogue, NY 11935 A--100.00 CELLAR FLOOR PLAN P-002.00 FIRST FLOOR PLUMBING DEMO PLAN A--101.00 FIRST FLOOR PLAN P-100.00 BASEMENT FLOOR PLUMBING PLAN A.F.F. ABOVE FINISHED FLOOR FIN. FINISH PERF. PERFORATED OWNER OR UNDER SEPARATE CONTRACT. SUBMIT TO THE ARCHITECT AND A--102.00 SECOND FLOOR PLAN P-101.00 FIRST FLOOR PLUMBING PLAN A.P. ACCESS PANEL FIN. FL. FINISHED FLOOR P. LAM. PLASTIC LAMINATE OWNER SCHEDULE REQUIREMENTS FOR THIS "OTHER" WORK IN THE A--103.00 ROOF PLAN P-200.00 PLUMBING RISER DIAGRAMS & DETAILS ADJ. ADJACENT FL. FLOOR PLYWD. PLYWOOD CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO PROJECT INFORMATION P-300.00 PLUMBING SPECIFICATIONS A.C. AIR CONDITIONER F.D. FLOOR DRAIN RAD. RADIUS ASSURE ORDERLY SEQUENCE OF INSTALLATION. A--150.00 REFLECTED CEILING PLAN CELLAR A.H.U. AIR HANDLING UNIT FLUOR. FLUORESCENT REQ'D. REQUIRED A--151.00 REFLECTED CEILING PLAN FIRST FLOOR MECHANICAL ALUM. ALUMINUM FT. FOOT / FEET REINF. REINFORCING 18. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE GENERAL NOTES A--152.00 REFLECTED CEILING PLAN SECOND FLOOR ARCH. ARCHITECTURAL GALV. GALVANIZED R.D. ROOF DRAIN MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A DAILY BASIS AND M-100.00 BASEMENT FLOOR MECHANICAL PLAN 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, A--160.00 POWER & SIGNAL PLAN CELLAR M-101.00 FIRST FLOOR MECHANICAL PLAN BILK. BLOCK HGT. HEIGHT SCHED. SCHEDULE DEBRIS, OR DUST FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE A--161.00 POWER & SIGNAL PLAN FIRST FLOOR M-200.00 MECHANICAL DETAILS B.O. BOTTOM OF H.M. HOLLOW METAL SECT. SECTION JOB SITE. A--162.00 POWER & SIGNAL PLAN SECOND FLOOR M-300.00 MECHANICAL EQUIPMENT SCHEDULES BLDG. BUILDING HORIZ. HORIZONTAL SIM. SIMILAR M-400.00 MECHANICAL SPECIFICATIONS CAB. CABINET INSUL. INSULATION S.F. SQUARE FOOT 19. ALL BUILDING MATERIALS STORED AT THE SITE ARE TO BE SECURED IN A A--200.00 BUILDING ELEVATIONS CLG. CEILING LAM. LAMINATED ST. STL. STAINLESS STEEL LOCKED AREA WITH ACCESS CONTROLLED BY THE OWNER AND OR GENERAL seal&signature: date: 08.25.2020 A--201.00 BUILDING ELEVATIONS ELECTRICAL C.L. CENTERLINE LAV. LAVATORY STL. STEEL CONTRACTOR. ALL MATERIALS SHALL BE STORED IN AN ORDERLY FASHION. C.T. CERAMIC TILE M.O. MASONRY OPENING STRUCT. STRUCTURAL / STRUCTURE project no.: 07-2015 A--300.00 BUILDING SECTIONS E-100.00 BASEMENT ELECTRICAL PLAN CLOS. CLOSET MAX. MAXIMUM SUSP. SUSPENDED 20. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY SEALED IN THEIR RED AR COL. COLUMN MECH. ORIGINAL CONTAINERS, SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR drawn by: AE E-101.00 FIRST FLOOR ELECTRICAL PLAN MECHANICAL TEL. TELEPHONE A--400.00 WALL SECTIONS E-102.00 SECOND FLOOR ELECTRICAL PLAN CONC. CONCRETE MTL. METAL T.O. TOP OF OPEN FLAMES. ALL FLAMMABLE MATERIALS TO BE USED SHALL BE AND by: MC E-200.00 ELECTRICAL SERVICE EVALUATION, PANEL SCHEDULE, NOTES C.M.U. CONCRETE MASONRY UNIT MIN. MINIMUM TYP. TYPICAL STORED IN AN ADEQUATELY VENTILATED SPACE. r_000 - 00 no.: A--700.00 WINDOW & DOOR SCHEDULE & TYPES E-300.00 ELECTRICAL SPECIFICATIONS CONT. CONTINUOUS MTD. MOUNTED V.I.F. VERIFY IN FIELD r A--701.00 DOOR DETAILS EL-100.00 CELLAR LIGHTING PLAN C.J. CONTROL JOINT NEC. NECESSARY VERT. VERTICAL 21. THE GENERAL CONTRACTOR SHALL NOT BURN ANY DEBRIS OR MAINTAIN ANY J A--702.00 WINDOW & DOOR DETAILS EL-101.00 FIRST FLOOR LIGHTING PLAN DIA. DIAMETER N.I.C. NOT IN CONTRACT V.C.T. VINYL COMPOSITE TILE OPEN FLAMES ON THE SITE. EL-102.00 SECOND FLOOR LIGHTING PLAN DN DOWN N.T.S. NOT TO SCALE UTIL. UTILITY A--740.00 LIGHTING SCHEDULE ELEV. ELEVATION O.C. ON CENTER W.C. WATER CLOSET 22. UPON COMPLETING THE JOB, THE GENERAL CONTRACTOR SHALL LEAVE THE "9T X231 y4� EQ. EQUAL OPP. OPPOSITE W WITH PREMISES AND ALL AFFECTED AREAS CLEAN AND IN AN ORDERLY MANNER OF N cad file no.: A--750.00 WALL TYPES 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 GENERAL NOTES -ADMINISTRATIVE REQUIREMENTS ADMINISTRATIVE REQUIREMENTS -CONTINUED PRODUCT REQUIREMENTS - CONTINUED EXECUTION AND CLOSEOUT REQUIREMENTS -CONTINUED general note: PART 1 - GENERAL 3.2 CONTRACTOR'S CONSTRUCTION SCHEDULE PART 2 - PRODUCTS 1.3 EXAMINATION AND PREPARATION all drawings, specifications, plans, ideas, arrangements, and A. UPDATING: AT WEEKLY INTERVALS, UPDATE SCHEDULE TO REFLECT ACTUAL CONSTRUCTION PROGRESS AND A. BEFORE PROCEEDING WITH EACH COMPONENT OF THE WORK, EXAMINE SUBSTRATES, AREAS, AND designs represented or referred to are the property of andowned by studio Cicetti architect pc, whether the project for 1.1 PROJECT MANAGEMENT AND COORDINATION ACTIVITIES. ISSUE SCHEDULE 2 DAYS PRIOR TO EACH REGULARLY SCHEDULED PROGRESS MEETING. 2.1 PRODUCT SELECTION PROCEDURES CONDITIONS, WITH INSTALLER OR APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR which they are prepared r executed or not. they are created, 1. AS THE WORK PROGRESSES, INDICATE ACTUAL COMPLETION PERCENTAGE FOR EACH ACTIVITY. A. PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, ARE UNDAMAGED, AND ARE NEW AT THE INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. evolved, developed, and produced solely for use on and in A. COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN DIFFERENT SECTIONS OF THE SPECIFICATIONS TO TIME OF INSTALLAION. 1. VERIFY COMPATIBILITY WITH AND SUITABILITY OF SUBSTRATES. ENSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF THE WORK. B. DISTRIBUTE COPIES OF APPROVED SCHEDULE TO OWNER, ARCHITECT, SUBCONTRACTORS, TESTING AND 5. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, AND OTHER DEVICES AND COMPONENTS connection with this project and none of the above may be INSPECTING AGENCIES, AND PARTIES IDENTIFIED BY CONTRACTOR WITH A NEED-TO-KNOW SCHEDULE NEEDED FOR A COMPLETE INSTALLATION AND THE INTENDED USE AND EFFECT. 2. EXAMINE ROUGHING-IN FOR MECHANICAL AND ELECTRICAL SYSTEMS. disclosed or given to or used by any person, firm, or B. REQUESTS FOR INFORMATION (RFIS): ON DISCOVERY OF THE NEED FOR ADDITIONAL INFORMATION OR RESPONSIBILITY. WHEN REVISIONS ARE MADE, DISTRIBUTE UPDATED SCHEDULES TO THE SAME PARTIES. corporation for any use or purpose whatsoever, except upon INTERPRETATION OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PREPARE AND SUBMIT AN RFI. 6. DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH 3. EXAMINE WALLS, FLOORS, AND ROOFS FOR SUITABLE CONDITIONS. the written permission and direction of studio Cicetti architect USE FORMS ACCEPTABLE TO ARCHITECT AND OWNER. SALIENT CHARACTERISTICS OF PRODUCTS. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. pc• C. SCHEDULE AND CONDUCT PROGRESS MEETINGS AT PROJECT SITE AT WEEKLY INTERVALS. IF NOT IN B. PRODUCT SELECTION PROCEDURES: C. TAKE FIELD MEASUREMENTS AS REQUIRED TO FIT THE WORK PROPERLY. WHERE PORTIONS OF THE WORK ATTENDANCE ON SITE, ARCHITECT'S REPRESENTATIVE TO BE CONTACTED VIA VIDEO CONFERENCE OR QUALITY REQUIREMENTS 1. WHERE DRAWINGS NAME A SINGLE MANUFACTURER AND PRODUCT, PROVIDE THE NAMED PRODUCT THAT ARE INDICATED TO FIT TO OTHER CONSTRUCTION, VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD no. date submission TELEPHONE IN ORDER TO PARTICIPATE IN MEETING. NOTIFY OWNER AND ARCHITECT OF MEETING DATES COMPLIES WITH REQUIREMENTS. MEASUREMENTS BEFORE FABRICATION. AND TIMES. REQUIRE ATTENDANCE OF EACH SUBCONTRACTOR OR OTHER ENTITY CONCERNED WITH PART 1 - GENERAL D. VERIFY SPACE REQUIREMENTS AND DIMENSIONS OF ITEMS SHOWN DIAGRAMMATICALLY ON DRAWINGS. CURRENT PROGRESS OR INVOLVED IN PLANNING, COORDINATION, OR PERFORMANCE OF FUTURE 2. WHERE DRAWINGS NAME A SINGLE MANUFACTURER OR SOURCE, PROVIDE A PRODUCT BY THE NAMED ACTIVITIES. 1.1 SECTION REQUIREMENTS MANUFACTURER OR SOURCE THAT COMPLIES WITH REQUIREMENTS. 1.4 CONSTRUCTION LAYOUT AND FIELD ENGINEERING 06.09.2021 ISSUED TO BUILDING DEPARTMENT 1. RECORD MINUTES AND DISTRIBUTE TO EVERYONE CONCERNED, INCLUDING OWNER AND ARCHITECT. A. TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR 3. WHERE DRAWINSS INCLUDE A LIST OF NAMES OF BOTH MANUFACTURERS AND PRODUCTS, PROVIDE ONE OF A. BEFORE PROCEEDING TO LAY OUT THE WORK, VERIFY LAYOUT INFORMATION SHOWN ON DRAWINGS, IN INDICATED. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE THE PRODUCTS LISTED THAT COMPLIES WITH REQUIREMENTS. COMPARABLE PRODUCTS OR SUBSTITUTIONS RELATION TO THE PROPERTY SURVEY AND EXISTING BENCHMARKS. 1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS CONTRACT DOCUMENT REQUIREMENTS. FOR CONTRACTOR'S CONVENIENCE WILL NOT BE CONSIDERED, UNLESS OTHERWISE INDICATED. 1. TESTING AND INSPECTING SERVICES SHALL BE PERFORMED BY INDEPENDENT TESTING AGENCIES. B. CONTRACTOR TO PROVIDE A COMPREHENSIVE SET OF COORDINATION DRAWINGS/SKETCHES FOR ARCHITECT'S 4. WHERE DRAWIN37S INCLUDE A LIST OF NAMES OF BOTH AVAILABLE MANUFACTURERS AND PRODUCTS, REVIEW AND APPROVAL INDICATING PROPOSED LOCATIONS OF ALL EXPOSED WORK OF TRADES, INCLUDING A. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, B. REFERENCED STANDARDS: IF COMPLIANCE WITH TWO OR MORE STANDARDS IS SPECIFIED AND THE STANDARDS PROVIDE ONE OF THE PRODUCTS LISTED, OR AN UNNAMED PRODUCT, THAT COMPLIES WITH REQUIREMENTS. BUT NOT LIMITED TO ELECTRICAL, PLUMBING, SPRINKLERS HVAC SECURITY AV/IT ETC. AND RELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY. ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS, COMPLY WITH THE MOST STRINGENT REQUIREMENT. COMPLY WITH REQUIREMENTS FOR "COMPARABLE PRODUCT REQUESTS" FOR CONSIDERATION OF AN UNNAMED ' 1. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT REFER UNCERTAINTIES TO ARCHITECT FOR A DECISION. PRODUCT. SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING, INCLUDING RESUBMITTALS. C. MINIMUM QUANTITY OR QUALITY LEVELS: THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE 5. WHERE DRAWIN3S NAME A SINGLE PRODUCT, OR REFER TO A PRODUCT INDICATED ON DRAWINGS, AS THE 1.5 INSTALLATION 2. SUBMIT THREE COPIES OF EACH ACTION SUBMITTAL. ARCHITECT WILL RETURN TWO COPIES. MINIMUM. THE ACTUAL INSTALLATION MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. INDICATED "BASIS-OF-DESIGN," PROVIDE THE NAMED PRODUCT. COMPLY WITH PROVISIONS FOR "COMPARABLE A. LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT ALIGNMENT AND ELEVATION, NUMERIC VALUES ARE MINIMUM OR MAXIMUM, AS APPROPRIATE, FOR THE CONTEXT OF REQUIREMENTS. REFER PRODUCT REQUESTS" FOR CONSIDERATION OF AN UNNAMED PRODUCT BY ANOTHER MANUFACTURER. AS INDICATED. MAKE VERTICAL WORK PLUMB AND MAKE HORIZONTAL WORK LEVEL. 3. SUBMIT TWO COPIES OF EACH INFORMATIONAL SUBMITTAL. ARCHITECT WILL NOT RETURN COPIES. UNCERTAINTIES TO ARCHITECT FOR A DECISION. D. TEST AND INSPECTION REPORTS: PREPARE AND SUBMIT CERTIFIED WRITTEN REPORTS SPECIFIED IN OTHER C. WHERE DRAWINGS REQUIRE "MATCH ARCHITECT'S SAMPLE," PROVIDE A PRODUCT THAT COMPLIES WITH 1. MAKE JOINTS OF UNIFORM WIDTH. WHERE JOINT LOCATIONS IN EXPOSED WORK ARE NOT INDICATED, 4. ARCHITECT WILL DISREGARD ANY SUBMITTALS RECEIVED FROM SOURCES OTHER THAN CONTRACTOR. SECTIONS. INCLUDE THE FOLLOWING: REQUIREMENTS AND MATCHES ARCHITECT'S SAMPLE. ARCHITECT'S DECISION WILL BE FINAL ON WHETHER A ARRANGE JOINTS FOR THE BEST VISUAL EFFECT AND SUBMIT PROPOSED LAYOUT FOR APPROVAL BYARCHITECT. FIT EXPOSED CONNECTIONS TO FORM HAIRLINE JOINTS. B. PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. PROVIDE A 1. DATE OF ISSUE. PROPOSED PRODUCT MATCHES. SPACE APPROXIMATELY 6 BY 8 INCHES ON LABEL OR BESIDE TITLE BLOCK TO RECORD CONTRACTOR'S D. UNLESS OTHERWISE INDICATED, ARCHITECT WILL SELECT COLOR, GLOSS, PATTERN, DENSITY, OR TEXTURE FROM 2. CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS UNLESS OTHERWISE INDICATED. REVIEW AND APPROVAL MARKINGS AND AC11ON TAKEN BY ARCHITECT. INCLUDE THE FOLLOWING 2. PROJECT TITLE AND NUMBER. MANUFACTURER'S PRODUCT LINE THAT INCLUDES BOTH STANDARD AND PREMIUM ITEMS. B. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. INFORMATION ON THE LABEL: 3. NAME, ADDRESS, AND TELEPHONE NUMBER OF TESTING AGENCY. C. CONDUCT CONSTRUCTION OPERATIONS SO NO PART OF THE WORK IS SUBJECTED TO DAMAGING OPERATIONS 1. PROJECT NAME:. 4. DATES AND LOCATIONS OF SAMPLES AND TESTS OR INSPECTIONS. OR LOADING IN EXCESS OF THAT EXPECTED DURING NORMAL CONDITIONS OF OCCUPANCY. 2. DATE. 5. RECORD OF TEMPERATURE AND WEATHER CONDITIONS AT TIME OF SAMPLE TAKING AND TESTING AND EXECUTION AND CLOSEOUT REQUIREMENTS D. USE PRODUCTS, CLEANERS, AND INSTALLATION MATERIALS THAT ARE NOT CONSIDERED HAZARDOUS. 3. NAME AND ADDRESS OF CONTRACTOR. INSPECTING. PART 1 - GENERAL E. PROVIDE BLOCKING AND ATTACHMENT PLATES AND ANCHORS AND FASTENERS OF ADEQUATE SIZE AND 4. NAME AND ADDRESS OF SUBCONTRACTOR OR SUPPLIER. 6. NAMES OF INDIVIDUALS MAKING TESTS AND INSPECTIONS. NUMBER TO SECURELY ANCHOR EACH COMPONENT IN PLACE. OBTAIN AND DISTRIBUTE TO THE PARTIES 1.1 CLOSEOUT SUBMITTALS INVOLVED TEMPLATES FOR WORK SPECIFIED TO BE FACTORY PREPARED AND FIELD INSTALLED. 5. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION. 7. DESCRIPTION OF THE WORK AND TEST AND INSPECTION METHOD. A. RECORD DRAWINGS: MAINTAIN A SEE OF PRINTS OF THE CONTRACT DRAWINGS AS RECORD DRAWINGS. MARK 8. COMPLETE TEST OR INSPECTION DATA, TEST AND INSPECTION RESULTS, AN INTERPRETATION OF TEST TO SHOW ACTUAL INSTALLATION WHERE INSTALLATION VARIES FROM THAT SHOWN ORIGINALLY. 1.6 CUTTING AND PATCHING C. IDENTIFY DEVIATIONS FROM THE CONTRACT DOCUMENTS ON SUBMITTALS. RESULTS, AND COMMENTS OR PROFESSIONAL OPINION ON WHETHER TESTED OR INSPECTED WORK COMPLIES 1. IDENTIFY AND FATE EACH RECORD DRAWING; INCLUDE THE DESIGNATION "PROJECT RECORD DRAWING" IN A A. PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. ONLY MODIFY STRUCTURAL COMPONENTS IN STRICT D. CONTRACTOR'S CONSTRUCTION SCHEDULE SUBMITTAL PROCEDURE: SUBMIT TWO COPIES OF SCHEDULE WITH THE CONTRACT DOCUMENT REQUIREMENTS. PROMINENT LOCATION. ADHERENCE TO THE STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY SHOULD ANY UNEXPECTED CONDITIONS ARISE AND BY NO MEANS CUT ANY STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL WITHIN 14 DAYS AFTER DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK. 9. NAME AND SIGNATURE OF LABORATORY INSPECTOR. B. OPERATION AND MAINTENANCE DATA: SUBMIT ONE HARD COPY OF MANUAL, WITH DATA ORGANIZED INTO OF ARCHITECT AND STRUCTURAL ENGINEER. 10.RECOMMENDATIONS ON RETESTING AND REINSPECTING. THREE-RING BINDERS WITH IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER, AND ENVELOPES FOR B. WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BYPASS FOLDED DRAWINGS. ALSO SUBMIT ONE ELECTRONIC COPY OF MANUAL ON CD IN .PDF FILE FORMAT. INCLUDE E. PERMITS, LICENSES, AND CERTIFICATES: FOR OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, THE FOLLOWING: SUCH SERVICES/SYSTEMS BEFORE CUTTING TO PREVENT INTERRUPTION TO OCCUPIED AREAS. CERTIFICATIONS, INSPECTION REPORTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, AND SIMILAR DOCUMENTS, 1. MANUFACTURER'S OPERATION AND MAINTENANCE DOCUMENTATION. C. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. PROVIDE MATERIALS AND COMPLY WITH PART 2 - PRODUCTS ESTABLISHED FOR COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING ON PERFORMANCE OF THE WORK. INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS. F. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY WITH THE EXPERIENCE AND CAPABILITY TO 2. MAINTENANCE AND SERVICE SCHEDULES. 1. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING 2.1 ACTION SUBMITTALS CONDUCT TESTING AND INSPECTING INDICATED; AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION, 3. MAINTENANCE SERVICE CONTRACTS. CONSTRUCTION IN A MANNER THAT WILL MINIMIZE EVIDENCE OF PATCHING AND REFINISHING. A. PRODUCT DATA: MARK EACH COPY TO SHOW APPLICABLE PRODUCTS AND OPTIONS. INCLUDE THE THAT IS ACCEPTABLE TO AUTHORITIES. 4. EMERGENCY INSTRUCTIONS. 2. WHERE PATCHING OCCURS IN A PAINTED SURFACE PREPARE SUBSTRATE AND APPLY PRIMER AND FOLLOWING: G. RETESTING/REINSPECTING: REGARDLESS OF WHETHER ORIGINAL TESTS OR INSPECTIONS WERE CONTRACTOR'S INTERMEDIATE PAINT COATS APPROPRIATE FOR SUBSTRATE OVER THE PATCH, AND APPLY FINAL PAINT RESPONSIBILITY, PROVIDE QUALITY-CONTROL SERVICES, INCLUDING RETESTING AND REINSPECTING, FOR 5. SPARE PARTS LIST. CIVIL ENGINEER VINCENT GAUDIELLO, PE 1. MANUFACTURER'S WRITTEN RECOMMENDATIONS, PRODUCT SPECIFICATIONS, AND INSTALLATION COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH. PROVIDE ADDITIONAL COATS UNTIL INSTRUCTIONS. CONSTRUCTION THAT REPLACED WORK THAT FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS. 6. WIRING DIAGRAMS. PATCH BLENDS WITH ADJACENT SURFACES. THE RAYNOR GROUP, P.E. & L.S. PLLC H. COORDINATION: COORDINATE SEQUENCE OF ACTIVITIES TO ACCOMMODATE REQUIRED QUALITY-ASSURANCE AND 860 MONTAUK HIGHWAY 2. WIRING DIAGRAMS SHOWING FACTORY-INSTALLED WIRING. -CONTROL SERVICES WITH A MINIMUM OF DELAY AND TO AVOID NECESSITY OF REMOVING AND REPLACING 7. COPIES OF WAI?RANTIES. WATER MILL, NEW YORK 11976 631-726-7600 3. PRINTED PERFORMANCE CURVES AND OPERATIONAL RANGE DIAGRAMS. CONSTRUCTION TO ACCOMMODATE TESTING AND INSPECTING. 1.7 CLEANING 1.2 CLOSEOUT PROCEDURES A. CLEAN PROJECT SITE AND WORK AREAS DAILY, INCLUDING COMMON AREAS. DISPOSE OF MATERIALS MEP ENGINEER NINO D'ANTONIO, PE 4. TESTING BY RECOGNIZED TESTING AGENCY. 1. SCHEDULE TIMES FOR TESTS, INSPECTIONS, OBTAINING SAMPLES, AND SIMILAR ACTIVITIES. LAWFULLY. D'ANTONIO CONSULTING ENGINEERS A. SUBSTANTIAL COMPLETION: BEFORE REQUESTING SUBSTANTIAL COMPLETION INSPECTION, COMPLETE THE 5. COMPLIANCE WITH SPECIFIED STANDARDS AND REQUIREMENTS. J. SPECIAL TESTS AND INSPECTIONS: OWNER WILL DIRECTLY ENGAGE A QUALIFIED TESTING AGENCY OR SPECIAL FOLLOWING: 1. REMOVE LIQUID SPILLS PROMPTLY. 30 W. WAUKENA AVENUE INSPECTOR TO CONDUCT SPECIAL TESTS AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. OCEANSIDE, NY 11572 516.594.4284 B. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT 1. PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED (PUNCH LIST), THE VALUE OF ITEMS ON 2. WHERE DUST WOULD IMPAIR PROPER EXECUTION OF THE WORK, BROOM-CLEAN OR VACUUM THE ENTIRE BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING INSPECTIONS AS REQUIRED AND HELPING TO INSURE THE LIST, AND REASONS WHY THE WORK IS NOT COMPLETE. WORK AREA, AS APPROPRIATE. THAT FINAL COMPLIANCE REPORTS ARE FORWARDED BY THE AGENCY/INSPECTOR TO THE OWNER WITHIN 10 STRUCTURAL ENGINEER SUBMIT ON SHEETS AT LEAST 8-1/2 BY 11 INCHES BUT NO LARGER THAN 30 BY 42 INCHES. DAYS AFTER THE CONCLUSION OF WORK REQUIRING SPECIAL INSPECTION. 2. ADVISE OWNER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS. 3. REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE SPACE. EVAN AKSELRAD, PE INCLUDE THE FOLLOWING: 16 JAY STREET FL3 1. DIMENSIONS AND IDENTIFICATION OF PRODUCTS. 3. SUBMIT SPECIFIC WARRANTIES, MAINTENANCE SERVICE AGREEMENTS, AND SIMILAR DOCUMENTS. B. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE REQUESTING INSPECTION FOR CERTIFICATION OF NEW YORK, NY 10013 917.689.0301 2. FABRICATION AND INSTALLATION DRAWINGS AND ROUGHING-IN AND SETTING DIAGRAMS. PRODUCT REQUIREMENTS 4. OBTAIN AND SUBMIT RELEASES PERMITTING OWNER UNRESTRICTED USE OF THE WORK AND ACCESS TO SUBSTANTIAL COMPLETION:SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, OPERATING CERTIFICATES, AND SIMILAR RELEASES. 1. REMOVE LABELS THAT ARE NOT PERMANENT. FILING CONSULTANT 3. WIRING DIAGRAMS SHOWING FIELD-INSTALLED WIRING. PART 1 - GENERAL 5. SUBMIT RECORD DRAWINGS AND SPECIFICATIONS, OPERATION AND MAINTENANCE MANUALS, UPDATED 2. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS. REMOVE EXCESS GLAZING COMPOUNDS. REPLACE SUFFOLK ENVIRONMENTAL CONSULTING 4. NOTATION OF COORDINATION REQUIREMENTS. PROPERTY SURVEY AND SIMILAR FINAL RECORD INFORMATION. CHIPPED OR BROKEN GLASS. 2322 MONTAUK HWY, 1.1 SECTION REQUIREMENTS BRIDGEHAMPTON, NY 11932 631 .537.5160 5. NOTATION OF DIMENSIONS ESTABLISHED BY FIELD MEASUREMENT. A. THE TERM "PRODUCT" INCLUDES THE TERMS "MATERIAL," "EQUIPMENT," "SYSTEM," AND TERMS OF SIMILAR 6. DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS. 3. CLEAN EXPOSED FINISHES TO A DUST-FREE CONDITION, FREE OF STAINS, FILMS, AND FOREIGN C. SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE AND FOR A INTENT. 7. MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO OWNER. SUBSTANCES. SWEEP EXPOSED FLOORS BROOM CLEAN. studio CIC@ttl architect pc COMPARISON OF THESE CHARACTERISTICS BETWEEN SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED B. COMPARABLE PRODUCT REQUESTS: 8. COMPLETE STARTUP TESTING OF SYSTEMS. 4. VACUUM CARPETED SURFACES AND WAX RESILIENT FLOORING. 172 beard street, brooklyn, ny 11231 718.875.1460 AND INSTALLED. INCLUDE NAME OF MANUFACTURER AND PRODUCT NAME ON LABEL. 1. SUBMIT REQUEST FOR CONSIDERATION OF EACH COMPARABLE PRODUCT. DO NOT SUBMIT UNAPPROVED 5. WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT. REMOVE EXCESS LUBRICATION. CLEAN D. IF VARIATION IS INHERENT IN MATERIAL OR PRODUCT, SUBMIT AT LEAST THREE SETS OF PAIRED UNITS PRODUCTS ON SHOP DRAWINGS OR OTHER SUBMITTALS. 9. REMOVE TEMPORARY FACILITIES AND CONTROLS. PLUMBING FIXTURES. CLEAN LIGHT FIXTURES, LAMPS, GLOBES, AND REFLECTORS. THAT SHOW VARIATIONS. 2. IDENTIFY PRODUCT TO BE REPLACED AND SHOW COMPLIANCE WITH REQUIREMENTS FOR COMPARABLE 10.SUBMIT CHANGEOVER INFORMATION RELATED TO OWNER'S OCCUPANCY, USE, OPERATION, AND MAINTENANCE. project: PRODUCT REQUESTS. INCLUDE A DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED 1.8 CLEAN PROJECT SITE AND ADJACENT/SURROUNDING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. SWEEP, AKSELRAD RESIDENCE SUBSTITUTION WITH THOSE OF THE WORK SPECIFIED. 11.COMPLETE FINAL CLEANING REQUIREMENTS INCLUDING TOUCHUP PAINTING. 2.2 INFORMATIONAL SUBMITTALS 3. ARCHITECT WILL REVIEW THE PROPOSED PRODUCT AND NOTIFY CONTRACTOR OF ITS ACCEPTANCE OR REMOVE STAINS, SPILLS, AND FOREIGN DEPOSITS. A. QUALIFICATION DATA: INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT NAMES AND ADDRESSES, 12.TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO ELIMINATE VISUAL NAMES AND ADDRESSES OF ARCHITECTS AND OWNERS, AND OTHER INFORMATION SPECIFIED. REJECTION. DEFECTS.C. BASIS-OF-DESIGN PRODUCT SPECIFICATION SUBMITTAL: SHOW COMPLIANCE WITH REQUIREMENTS. B. PRODUCT CERTIFICATES: PREPARE WRITTEN STATEMENTS ON MANUFACTURER'S LETTERHEAD CERTIFYING B. SUBMIT A WRITTEN REQUEST FOR INSPECTION FOR SUBSTANTIAL COMPLETION. ON RECEIPT OF REQUEST, THAT PRODUCT COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS. D. COMPATIBILITY OF OPTIONS: IF CONTRACTOR IS GIVEN OPTION OF SELECTING BETWEEN TWO OR MORE ARCHITECT WILL PROCEED WITH INSPECTION OR ADVISE CONTRACTOR OF UNFULFILLED REQUIREMENTS. 4125 Nassau Point Rd., Cutchogue, NY 11935 PRODUCTS, SELECT PRODUCT COMPATIBLE WITH PRODUCTS PREVIOUSLY SELECTED. ARCHITECT WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION AFTER INSPECTION OR WILL ADVISE 2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE E. DELIVER, STORE, AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, CONTRACTOR OF ITEMS THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED. A. GANTT-CHART SCHEDULE: SUBMIT A COMPREHENSIVE, FULLY DEVELOPED, HORIZONTAL DETERIORATION, AND LOSS, INCLUDING THEFT. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. C. REQUEST INSPECTION FOR FINAL COMPLETION, ONCE THE FOLLOWING ARE COMPLETE: ADMINISTRATIVE NOTES GANTT-CHART-TYPE SCHEDULE WITHIN 14 DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE 1. SCHEDULE DELIVERY TO MINIMIZE LONG-TERM STORAGE AT PROJECT SITE AND TO PREVENT OVERCROWDING 1. SUBMIT A COPY OF SUBSTANTIAL COMPLETION INSPECTION LIST STATING THAT EACH ITEM HAS BEEN WORK. OF CONSTRUCTION SPACES. COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE. B. PREPARATION: INDICATE EACH SIGNIFICANT CONSTRUCTION ACTIVITY SEPARATELY. IDENTIFY FIRST WORKDAY 2. DELIVER PRODUCTS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL SEALED CONTAINER OR PACKAGING, OF EACH WEEK WITH A CONTINUOUS VERTICAL LINE. COMPLETE WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING, AND 2. INSTRUCT OWNER'S PERSONNEL IN OPERATION, ADJUSTMENT, AND MAINTENANCE OF PRODUCTS, EQUIPMENT, INSTALLING. AND SYSTEMS. PART 3 - EXECUTION 3. INSPECT PRODUCTS ON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO D. REQUEST REINSPECTION WHEN THE WORK IDENTIFIED IN PREVIOUS INSPECTIONS AS INCOMPLETE IS COMPLETED ENSURE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED. OR CORRECTED. 4. STORE MATERIALS IN A MANNER THAT WILL NOT ENDANGER PROJECT STRUCTURE. seal&signature: date: 06.09.2021 3.1 SUBMITTAL REVIEW E. SUBMIT A WRITTEN REQUEST FOR FINAL INSPECTION FOR ACCEPTANCE. ON RECEIPT OF REQUEST, ARCHITECT A. REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND FOR 5. STORE PRODUCTS THAT ARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDER COVER IN A WEATHERTIGHT WILL PROCEED WITH INSPECTION OR ADVISE CONTRACTOR OF UNFULFILLED REQUIREMENTS. ARCHITECT WILL project no.: 07-2015 COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH ENCLOSURE ABOVE GROUND, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION.F. WARRANTIES SPECIFIED IN OTHER SECTIONS SHALL BE IN ADDITION T0, AND RUN CONCURRENT WITH, OTHER PREPARE FINAL CERTIFICATE FOR PAYMENT AFTER INSPECTION OR WILL ADVISE CONTRACTOR OF ITEMS THAT REdrawn by: AE D AR �� C,S/ APPROVAL STAMP BEFORE SUBMITTING TO ARCHITECT. WARRANTIES REQUIRED BY THE CONTRACT DOCUMENTS. MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED. �� ygA L'� ��+ checked by: MC B. ARCHITECT WILL REVIEW EACH ACTION SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR PRODUCT WARRANTIES DO NOT RELIEVE CONTRACTOR OF OBLIGATIONS UNDER REQUIREMENTS OF THE MODIFICATIONS REQUIRED, WILL STAMP EACH SUBMITTAL WITH AN ACTION STAMP AND WILL MARK STAMP r-00 no.: CONTRACT DOCUMENTS. APPROPRIATELY TO INDICATE ACTION. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS MAY , 00 NOT BE REVIEWED AND MAY BE DISCARDED. (P Q2�a1 pQ' SOF NEW y cad file no.: ...A-BASE PLAN... 1 - ©copyright studio Cicetti architect pc BUILDING CODE NOTES BUILDING CODE NOTES CONTINUED BUILDING CODE NOTES CONTINUED general note: APPLICAELE CODES APPLICABLE CODES APPLICABLE CODES all drawings, specifications, plans, ideas, arrangements, and 2020 RESIDENTIAL CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2018 INTERNATIONAL ENERGY CONSERVATION CODE designs represented or referred to are the property of and 2020 UNIFORM CODE SUPPLEMENT 2020 UNIFORM CODE SUPPLEMENT 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 SECTION AJ501 ALTERATIONS CONTINUED: disclosed or given to or used by any person, firm, or 2020 RESIDENTIAL CODE OF NEW YORK STATE PROJECT COMPLIANCE (YES OR NO) 2018 INTERNATIONAL ENERGY CONSERVATION CODE PROJECT COMPLIANCE Yes or No) corporation for any use or purpose whatsoever, except upon AJ501.8 MECHANICAL YES; CHAPTER 5 [RE] EXISTING BUILDINGS the written permission and direction of studio Cicetti architect SECTION R905.7 - R905.7.7 WOOD SHINGLES YES; ALTERATIONS TO ANY MECHANICAL SYSTEM SHALL CONFORM TO THE COMPLIES. SEE MECHANICAL DRAWINGS SECTION R502 pc' WOOD SHINGLES COMPLY WITH R905.7 THROUGH REQUIREMENTS OF CHAPTER 12 OF THIS CODE FOR A NEW R502.1 GENERAL ADDITIONS TO AN EXISTING BUILDING, R905.7.7 AND APPEAR ON ROOF PLAN AND WALL MECHANICAL SYSTEM WITHOUT REQUIRING THE EXISTING MECHANICAL YES; 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTIONS SYSTEM TO COMPLY WITH ALL OF THE REQUIREMENTS OF THIS BUILDING SYSTEM, OR PORTION THEREOF SHALL CONFORM TO THE THE ADDITION SHALL CONFORM TO no. date submission APPENDIX J EXISTING BUILDINGS AND STRUCTURES CODE. PROVISIONS OF THIS CODE AS THOSE PROVISIONS RELATE TO NEW THE PROVISIONS OF THE ENERGY CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION OF THE CONSERVATION CODE. SECTION AJ501 ALTERATIONS PROJECT COMPLIANCE (YES OR NO) AJ501.9 PLUMBING YES; EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE. ALTERATIONS TO ANY PLUMBING SYSTEM SHALL CONFORM TO THE COMPLIES. SEE PLUMBING DRAWINGS ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION AJ501.1 SCOPE YES; REQUIREMENTS FOR A NEW PLUMBING SYSTEM WITHOUT REQUIRING OR OVERLOAD EXISTING BUILDING SYSTEMS. AN ADDITION SHALL BE 06.09.2021 ISSUED TO BUILDING DEPARTMENT LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION AJ301 SHALL ALTERATION COMPLIES WITH REQ'S OF THIS SECTION THE EXISTING PLUMBING SYSTEM TO COMPLY WITH ALL THE DEEMED TO COMPLY WITH THIS CODE WHERE THE ADDITION ALONE COMPLY WITH THE REQUIREMENTS OF THIS SECTION. LEVEL 1 REQUIREMENTS OF THIS CODE. COMPLIES, WHERE THE EXISTING BUILDING AND ADDITION COMPLY WITH ALTERATIONS TO HISTORIC BUILDINGS SHALL COMPLY WITH THIS THIS CODE AS A SINGLE BUILDING, OR WHERE THE BUILDING WITH THE SECTION, EXCEPT AS MODIFIED IN SECTION AJ901. AJ501.9.1 MATERIALS ADDITION USED NO MORE ENERGY THAT THE EXISTING BUILDING. THE FOLLOWING PLUMBING MATERIALS AND SUPPLIES SHALL NOT ADDITIONS SHALL BE IN ACCORDANCE WITH SECTION R502.1.1 OR AJ501.2 CONFORMANCE YES; BE USED: R502.1.2. AN EXISTING BUILDING OR PORTION THEREOF SHALL NOT BE COMPLIES ALL-PURPOSE SOLVENT CEMENT, UNLESS LISTED FOR THE ENERGY CONSERVATION CODE - INFORMATION ON DOCUMENTS AND WRITTEN STATEMENT ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE THAN ITS SPECIFIC APPLICATION; EXISTING CONDITION. FLEXIBLE TRAPS AND TAILPIECES, UNLESS LISTED FOR THE SECTION R105 - CONSTRUCTION DOCUMENTS PROJECT COMPLIANCE (Yes or No) EXCEPTION: WHERE THE CURRENT LEVEL OF SAFETY OR SANITATION SPECIFIC APPLICATION; AND IS PROPOSED TO BE REDUCED, THE PORTION ALTERED SHALL SOLDER HAVING MORE THAN 0.2-PERCENT LEAD IN THE REPAIR R105.2 INFORMATION ON CONSTRUCTION DOCUMENTS. YES; CONFORM TO THE REQUIREMENTS OF THIS CODE. OF POTABLE WATER SYSTEMS. CONSTRUCTION DOCUMENTS SHALL BE DRAWN TO SCALE ... SHALL BE OF REFERENCE THE WALL SECTIONS AND AJ501.3 FLOOD HAZARD AREASM501.9.2 WATER CLOSET REPLACEMENT SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF SCHEDULES. N/A THE WORK PROPOSED AND SHALL SHOW IN SUFFICIENT DETAIL PERTINENT IN FLOOD HAZARD AREAS, ALTERATIONS THAT CONSTITUTE NOT APPLICABLE WHEN ANY WATER CLOSET IS REPLACED, THE REPLACEMENT DATA AND FEATURES OF THE BUILDING, SYSTEMS AND EQUIPMENT AS SUBSTANTIAL IMPROVEMENT SHALL REQUIRE THAT THE BUILDING WATER CLOSET SHALL COMPLY WITH SECTION P2903.2. HEREIN GOVERNED. DETAILS SHALL INCLUDE, BUT ARE NOT LIMITED TO, COMPLY WITH SECTION R322 OF THIS CODE. THE FOLLOWING AS APPLICABLE: AJ501.10 ELECTRICAL YES; 1. INSULATION MATERIALS AND THEIR R-VALUES. AJ501.4 BUILDING ELEMENTS AND MATERIALS ANY ALTERATION TO AN EXISTING ELECTRICAL SYSTEM SHALL BE COMPLIES. SEE ELECTRICAL DRAWINGS BUILDING ELEMENTS AND MATERIALS USED FOR ALTERATIONS-LEVEL YES; MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTER E34 2. FENESTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT 1 SHALL COMPLY WITH THIS SECTION. BUILDING ELEMENTS AND MATERIALS COMPLY WITH THROUGH CHAPTER E43 OF THIS CODE. (SHGC). THIS SECTION 3. AREA-WEIGHTED U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT AJ501.4.1 INTERIOR FINISHES YES; (SHGC) CALCULATIONS ALL NEWLY INSTALLED INTERIOR FINISHES SHALL COMPLY WITH INTERIOR FINISHED COMPLY WITH REQS OF 2020 RESIDENTIAL CODE OF NEW YORK STATE 4. MECHANICAL SYSTEM DESIGN CRITERIA. THE FLAME SPREAD AND SMOKE DEVELOPED INDEX 5. MECHANICAL AND SERVICE WATER HEATING SYSTEM AND EQUIPMENT REQUIREMENTS OF CHAPTER 3 OF THIS CODE. CHAPTER 3 OF THIS CODE TYPES, SIZES AND EFFICIENCIES. 6. ECONOMIZER DESCRIPTION. AJ501.4.2 MATERIALS AND METHODS TABLE 7. EQUIPMENT AND SYSTEM CONTROLS. ALL NEW WORK SHALL COMPLY WITH MATERIALS AND METHODS YES; CLIMATICC AND ND G GEOGRAPHIC DESIGN CRITERIA 8. FAN MOTOR HORSEPOWER (HP) AND CONTROLS REQUIREMENTS OF THIS CODE. COMPLIES 9. DUCT SEALING, DUCT AND PIPE INSULATION AND LOCATION. 10. LIGHTING FIXTURE SCHEDULE WITH WATTAGE AND CONTROL AJ501.4.3 REPLACEMENT DOOR AND WINDOW DIMENSIONS SUBJECT TO DAMAGE FROM NARRATIVE. MINOR REDUCTIONS IN THE CLEAR OPENING DIMENSIONS OF N/A; GROUND WIND SEISMIC ICE BARRIER FLOOD NU 11. LOCATION OF DAYLIGHT ZONES ON FLOOR PLANS NOT APPLICABLE, NO REPLACEMENT WINDOWS show DESIGN WEATHERING FROST UNDERLAYMENT ANNUAL REPLACEMENT DOORS AND WINDOWS THAT RESULT FROM THE LOAD SPEED CATEGORY UNE TERMITE REQUIRED HAZARDS .EMP 12. AIR SEALING DETAILS. USE OF DIFFERENT MATERIALS SHALL BE ALLOWED. DEPTH AJ501.4.3.1 REPLACEMENT WINDOWS 27psf 120 B SEVERE 4 FEET MOD-HEAVY YES LOW 51.5'-59'c R105.2.1 BUILDING THERMAL ENVELOPE DEPICTION. YES; THE REPLACEMENT OF EMERGENCY ESCAPE AND RESCUE N/A; THE BUILDING'S THERMAL ENVELOPE SHALL BE REPRESENTED ON THE BUILDING THERMAL ENVELOPE OPENING WINDOWS IN CONFORMANCE WITH THE CODE IN NOT APPLICABLE, NO REPLACEMENT WINDOWS DRAWINGS. DEPICTED IN DRAWINGS EFFECT AT THE TIME OF CONSTRUCTION SHALL NOT REQUIRE PROJECT COMPLIANCE (Ys or Nol COMPLIANCE WITH SECTION R310 OF THIS CODE. 2018 INTERNATIONAL ENERGY CONSERVATION CODE AJ501.4.4 REROOFING CHAPTER 4 [RE] EXISTING BUILDINGS R105.2.2 WRITTEN STATEMENT: WHERE ALTERATION WORK INCLUDES RECOVERING OR REPLACING N/A; CLIMATE ZONE NUMBER: 4 AN EXISTING ROOF COVERING, THE PROVISIONS OF THIS SECTION NOT APPLICABLE, NO REROOFING SUBTYPE: A WHEN PLANS OR SPECIFICATIONS BEAR THE SEAL AND SIGNATURE OF A REGISTERED DESIGN PROFESSIONAL, SHALL APPLY. REROOFING SHALL BE IN ACCORDANCE WITH SUCH REGISTERED DESIGN PROFESSIONAL SHALL ALSO INCLUDE A WRITTEN STATEMENT THAT TO THE BEST OF HIS OR HER KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, SUCH PLANS OR SPECIFICATIONS ARE CIVIL ENGINEER VINCENT GAUDIELLO, PE SECTION R908 OF THIS CODE. SECTION R401 GENERAL IN COMPLIANCE WITH THE ENERGY CODE. THE RAYNOR GROUP, P.E. & L.S. PLLC AJ501.5 MEANS OF EGRESS YES; R401.1 SCOPE. THIS CHAPTER APPLIES TO RESIDENTIAL BUILDINGS. 860 MONTAUK HIGHWAY MEANS OF EGRESS FOR BUILDINGS UNDERGOING ALTERATION SHALL COMPLIES TABLE R402.1.2 WATER MILL, NEW YORK 11976 631-726-7600 COMPLY WITH THE REQUIREMENTS OF SECTION 702 OF THE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT PROPERTY MAINTENANCE CODE OF NEW YORK STATE. MEP ENGINEER NINO D'ANTONIO, PE YES; GLAZED WOOD MASS BASEMENT SLAB CRAWL D'ANTONIO CONSULTING ENGINEERS AJ501.6 FIRE AND LIFE-SAFETY PROTECTION CLIMATE FENESTRATION SKYLIGHT CEILING FLOOR SPACE ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE COMPLIES ZONE U-FACTOR U-FACTOR R-VALUE R-VALUE FENESTRATION FRAME WALL WALL WALL R-VALUE SHGC R-VALUE R-VALUE R-VALUE & DEPTH WALLL 30 W. WAUKENA AVENUE LEVEL OF FIRE PROTECTION PROVIDED AND SHALL COMPLY WITH R-VALUE ENERGY CONSERVATION CODE - REQUIRED INSPECTIONS OCEANSIDE, NY 11572 516.594.4284 THIS SECTION. 4 0.35 0.55 0.40 49 20 or 13+5 8/13 19 10/13 10, 2 ft 10/13 STRUCTURAL ENGINEER AJ501.6.1 SMOKE ALARMS YES; SECTION R106 - INSPECTIONS EVAN AKSELRAD, PE WHEN INTERIOR ALTERATIONS OCCUR IN EXISTING DWELLINGS, COMPLIES TABLE R402.1.4 16 JAY STREET FL3 R106.2 REQUIRED INSPECTIONS THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE EQUIVALENT U-FACTORS NEW YORK, NY 10013 917.689.0301 ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS; THE THE BUILDING OFFICIAL OR OTHER QUALIFIED INSPECTOR APPROVED BY THE BUILDING OFFICIAL PURSUANT TO SMOKE ALARMS SHALL BE INTERCONNECTED IN ACCORDANCE FRAME MASS BASEMENT CRAWL SECTION R106.1), UPON NOTIFICATION, SHALL MAKE THE INSPECTIONS SET FORTH IN SECTIONS R106.2.1 THROUGH CLIMATE FENESTRATION SKYLIGHT CEILING FLOOR R106.2.5. FILING CONSULTANT WITH SECTION R314.4. WALL WALL WALL SPACE WALL EXCEPTION: IN OTHER THAN BED AND BREAKFAST DWELLINGS, ZONE U-FACTOR U-FACTOR U-VALUE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR SUFFOLK ENVIRONMENTAL CONSULTING SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO R106.2.1 FOOTING AND FOUNDATION INSPECTION. 2322 MONTAUK HWY, BE INTERCONNECTED AND HARD WIRED WHERE INTERIOR WALL 4 0.35 0.55 0.030 0.060 0.098 0.047 0.059 0.065 BRIDGEHAMPTON, NY 11932 631 .537.5160 OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE R106.2.2 FRAMING AND ROUGH-IN INSPECTION. STRUCTURE. TABLE R402.2.6 AJ501.6.1.1 POWER SOURCE N/A; STEEL-FRAME CEILING, WALL AND FLOOR INSULATION R106.2.3 PLUMBING ROUGH-IN INSPECTION. Studio Cicetti architect pc SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY ALL SMOKE DETECTORS WILL BE HARDWIRED (R-VALUE) R106.2.4 MECHANICAL ROUGH-IN INSPECTION. 172 beard street, brooklyn, ny 11231 718.875.1460 OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER WOOD FRAME COLA-FORMED STEEL R106.2.5 ELECTRICAL ROUGH-IN INSPECTION. SYSTEM, OR IN BUILDINGS WHERE EXISTING INTERIOR WALL R-VALUE EQUIVALENT R-VALUE project: OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE REQUIRMENT R106.2.6 FINAL INSPECTION. STRUCTURE. Steel Truss Ceilings R106.2.6.1 HVAC SYSTEM CERTIFICATION. A REGISTERED DESIGN PROFESSIONAL SHALL PROVIDE TO THE CODE AKSELRAD RESIDENCE AJ501.6.1.2 INTERCONNECTION N/A; R-30 R-38 or R-30 + 3 or R-26 + 5 OFFICIAL A WRITTEN CERTIFICATION THAT (1) ALL REQUIRED HVAC SYSTEM INSPECTIONS, HVAC CALIBRATIONS, SMOKE ALARMS SHALL NOT BE REQUIRED TO BE ALL SMOKE DETECTORS WILL BE HARDWIRED R-38 R-49 or R-38 + 3 AND OVERALL HVAC EQUIPMENT FUNCTIONALITY TESTS HAVE BEEN PERFORMED AND (2) IN THE INTERCONNECTED WHERE BATTERY-OPERATED ALARMS ARE PROFESSIONAL OPINION OF THE REGISTERED DESIGN PROFESSIONAL, THE HVAC SYSTEM IS OPERATING AS PERMITTED. R-49 R-38 + 5 DESIGNED THE REGISTERED DESIGN PROFESSIONAL SHALL RETAIN COPIES OF THE INSPECTION, CALIBRATION, 4125 Nassau Point Rd., Cutchogue, NY 11935 AJ501.7 STRUCTURAL Steel Joist Ceilings AND TEST REPORTS, AND SHALL PROVIDE SUCH REPORTS TO THE CODE OFFICIAL, IF REQUESTED. WHERE ALTERATION WORK INCLUDES REPLACEMENT OF EQUIPMENT R-38 in 2 x 4 or 2 x 6 or 2 x 8 R-49SECTION SHALL APPLY. OTE: GENERAL CONTRACTOR OR MECHANICAL SUB-CONTRACTOR TO RETAIN A REGISTERED DESIGN PROVISIONS OF THIS SE THAT IS SUPPORTED THE BUILDING, THE STRUCTURAL R-30 in any framing PROFESSIONAL TO PROVIDE WRITTEN CERTIFICATION PER R106.2.6.1 HVAC SYSTEM CERTIFICATION BUILDING DEPARTMENT R-38 R-49 in 2 x 4 or 2 x 6 or 2 x 8 or 2 x 10 REQUIREMENTS. AJ501.7.1 DESIGN CRITERIA NOTES EXISTING STRUCTURAL COMPONENTS SUPPORTING ALTERATION Steel-Framed Wall, 16" on center WORK SHALL COMPLY WITH THIS SECTION. R-13 R-13 + 4.2 or R-19 + 2.1 or R-21 + 2.8 or AJ501.7.1.1 REPLACEMENT OF EQUIPMENT YES; R-0 + 9.3 or R-15 + 3.8 or R-21 + 3.1 WHERE REPLACEMENT OF EQUIPMENT RESULTS IN ADDITIONAL STRUCTURAL COMPONENTS SHALL COMPLY WITH R-0 + 11.2 or R-13 + 6.1 or R-15 + 5.7 or DEAD LOADS, STRUCTURAL COMPONENTS SUPPORTING SUCH THE REQUIREMENTS OF THIS CODE. R-13 + 3 R-19 + 5.0 or R-21 + 4.7 EQUIPMENT SHALL COMPLY WITH THE LOAD REQUIREMENTS seal&signature: date: 06.09.2021 OF THIS CODE. R-20 R-0 + 14.0 or R-13 + 8.9 or R-15 + 8.5 or EXCEPTION: BUILDINGS CONSTRUCTED IN ACCORDANCE WITH R-19 + 7.8 or R-19 + 6.2 or R-21 + 7.5 project no.: 07-2015 THIS CODE AND WHERE THE ADDITIONAL DEAD LOAD FROM .�ERE'D Af�Cy drawn by: AE THE EQUIPMENT IS NOT INCREASED BY MORE THAN 5 R-20 + 5 R-13 + 12.7 or R-15 + 12.3 or R-19 + 11.6 or �5 PERCENT. R-21 + 11.3 or R-25 + 7.7 5 , t� checked by: MC R-0 + 14.6 or R-13 + 9.5 or R-15 + 9.1 or r dr i no.: AJ501.7.2 REROOFING STRUCTURAL AND CONSTRUCTION YES; R-13 R-19 + 8.4 or R-21 + 8.1 or R-25 + 7.7 LOADS STRUCTURAL COMPONENTS SHALL BE CAPABLE OF rl THE STRUCTURAL ROOF COMPONENTS SHALL BE CAPABLE OF SUPPORTING THE NEW ROOF COVERING SYSTEM. Steel Joist Floor -002 . 00 SUPPORTING THE ROOF COVERING SYSTEM AND THE MATERIAL AND EQUIPMENT LOADS THAT WILL BE ENCOUNTERED DURING R-21 R-19 in 2 x 9, or R-19 + 6 in 2 x 8 or 2 x 10 '9j 0231 y0� INSTALLATION OF THE ROOF COVERING SYSTEM. R-19 R-19 + 6 in 2 x 6, or R-19 + 12 in 2 x 8 or 2 x 10 �QF NEW cad file no.: ©copyright studio Cicetti architect pc I I ��. Generated by REScheck-Web Software REScheck Software Version : REScheck-Web general note: ■ Certificate Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other Checklist' designs represented or referred to are the property of and all drawings, specifications, plans, ideas, arrangements, and calculations submitted with the permit application.The proposed buildingInspection has been designed to meet the 2018 IECC requirements in C®� p' C p Yi REScheck Version : REScheck-Web and to 'comply with the mandatory req e is list d ' g REsche klnspection Checklist. owned by studio Cicetti architect pc, whether the project for Melissa Cicetti r 06.09.2021 Energy Code: 2018 IECC which they are prepared is executed or not. they are created, Name-Title Signat Date Requirements: 100.0% were addressed directly in the REScheck software evolved, developed, and produced solely for use on and in Project 4125 Nassau Point Road - Extension Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each connection with this project and none of the above may be requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception disclosed or given to or used by any person, firm, or Energy Code: 2018 IECC is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. corporation for any use or purpose whatsoever, except upon Location: Cutchogue, New York Section Plans Verified Field Verified the written permission and direction of studio Cicetti architect Construction Type: Single-family # Pre-Inspection/Plan Review Complies? Comments/Assumptions C, Project Type: Addition & Req.ID Value Value p 103.1, :Construction drawings and ❑Complies Requirement will be met. Orientation: Bldg. faces 180 deg. from North 103.2 'documentation demonstrate i ❑Does Not Climate Zone: 4 (5572 HDD) [PR1]1 ;energy code compliance for the :Location on plans/spec: no. date submission Not Observable Date: 0 ;building envelope.Thermal Dwgs #1-2/A400 Permit Number: envelope represented on ;❑Not Applicable ; construction documents. + Construction Site: Owner/Agent: Designer/Contractor: 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 06,09,2021 ISSUED TO BUILDING DEPARTMENT 4125 Nassau Point Road 103.2, i documentation demonstrate ❑Does Not 403.7 energy code compliance for . :Location on plans/spec: Cutchogue, NY 11935 [PR3]1 ;lighting and mechanical systems. []Not Observable ;See EN001 - Energy Analysis j ;Systems serving multiple ❑Not Applicable ;Sheet :dwelling units must demonstrate :compliance liance with the IECC IC ommercial Provisions. Compliance: 7.7%Better Than Code Maximum UA: 91 Your UA: 84 Maximum SHGC: 0.40 Your SHGC: 0.29 302.1, 'Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ;Requirement will be met. The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 403.7sized per ACCA Manual S based Btu/hr Btu/hr Z❑Does Not It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. [PR2]2 'on loads calculated per ACCA :Location on plans/spec: Cooling: Cooling: E:] Cooling: Observable ; ' ,p; 1 Manual J or other methods Btu/hr Btu/hr :See DCE Heating &Cooling approved by the code official. ❑Not Applicable (Calculation Report Envelope Assemblies Additional Comments/Assumptions: Vp Ceiling: Flat Ceiling or Scissor Truss 311 49.0 0.0 0.026 8 Wall south: Wood Frame, 16"o.c. 353 20.0 0.0 0.059 16 Orientation: Front W1-03:Wood Frame 19 0.290 5 SHGC: 0.29 Orientation: Front W1-04: Wood Frame 19 0.290 5 SHGC: 0.29 Orientation: Front W1-05:Wood Frame 19 0.290 5 SHGC: 0.29 Orientation: Front W1-06: Wood Frame 19 0.290 5 SHGC: 0.29 Orientation: Front Wall east:Wood Frame, 16" o.c. 105 20.0 0.0 0.059 4 Orientation: Right side W1-02: Wood Frame 37 0.290 11 SHGC: 0.29 Orientation: Right side Wall west: Wood Frame, 16" D.C. 105 20.0 0.0 0.059 5 Orientation: Right side W1-07:Wood Frame 19 0.290 5 SHGC: 0.29 Orientation: Right side Floor:All-Wood Joist/Truss 311 19.0 0.0 0.047 15 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Section Section Plans Verified Field Verified Section CIVIL ENGINEER VINCENT GAUDIELLO, PE # Foundation Inspection Complies? Comments/Assumptions # Framing/ Rough-In Inspection Complies? Comments/Assumptions # Framing/ Rough-In Inspection Plans Verified Field Verified Com lies? Comments/Assum tions THE RAYNOR GROUP, P.E. & L.S. PLLC & Re .ID & Re ID Value Value Value Value p p q• & Req.ID 860 MONTAUK HIGHWAY 303.2.1 A protective covering is installed to ;❑Complies Exception: Requirement is not applicable. 402.1.1, ;Glazing LI-factor(area weighted U U- ❑Complies ;See the Envelope Assemblies 403.3.7 ;Ducts declared to be within the ❑Complies I Exception: Requirement is WATER MILL, NEW YORK 11976 631-726-7600 [FO11]2 protect exposed exterior insulation ❑Does Not 402.3.1, average). j i❑Does Not ;table for values. [FR28]3 :conditioned space are either 1 I ;not applicable. and extends a minimum of 6 in. below :Location on plans/spec:ec: Dw s#1-2/A400 402.3.3, it ) ❑Does Not p p g Not Observable j p ;completely within the continuous ;. ❑Not Observable MEP ENGINEER NINO D'ANTONIO PE ; rade. �❑Not Observable, 402.5 � �❑ ' g :air barrier and within the building ❑ i Not Applicable ; [FR2J1 ; ; ;❑Not Applicable (thermal envelope, 2) buried [ ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. ; j j within ceiling insulation in I DANTONIO CONSULTING ENGINEERS ;accordance with Section ) 30 W. WAUKENA AVENUE installed. [F012]z j❑Does Not j 303.1.3 ;U-factors of fenestration products I ❑Complies :Requirement will be met. ;R403.3.6 and the air handler is I : OCEANSIDE, NY 11572 516.594.4284 :') , (FR4] :are determined in accordance I. ❑Does Not ;located completely within the [ ❑Not Observable 1 j❑Not Applicable ;with the NFRC test procedure or i j Location on plans/spec:A- ; taken from the default table. ❑Not Observable continuous air barrier and within 700 Window& Door (the building thermal envelope STRUCTURAL ENGINEER Additional Comments/Assumptions: ; ❑Not Applicable Schedules ;and the duct leakage is <= 1.5 EVAN AKSELRAD, PE 402.4.1.1 ;Air barrier and thermal barrier ( ❑Complies Requirement will be met. ;cfm/100 square feet of 16 JAY STREET FL3 [FR23]1 :installed per manufacturer's fi ❑Does Not :conditioned floor area served by I Instructions. g ;Location on plans/spec: ;the duct system, or 3)the ceiling : NEW YORK, NY 10013 917.689.0301 ❑Not Observable Dings #1 2/A400 ;insulation R-value installed ❑Not Applicable against and above the insulated 402.4.3 ;Fenestration that is not site built [ ❑Complies ;Requirement will be met. ;duct>=to the proposed ceiling FILING CONSULTANT [FR2011 is listed and labeled as meeting ` insulation R-value, less the R ❑Does Not [ SUFFOLK ENVIRONMENTAL CONSULTING �A44 AMA/WDMA/CSA 101/1.S,2/A0 t (value of the insulation on the ; j ❑Not Observable 2322 MONTAUK HWY, or has infiltration rates per NFRC 403.4 HVAC piping conveying fluids R- R- ❑Complies :Requirement will be met. 1400 that do not exceed code ❑Not Applicable z Q BRIDGEHAMPTON NY 11932 631 .537.5160 [FR17] ;above 105 F or chilled fluids Z❑Does Not ;limits. j 99, below Observable below 55 4F are insulated to ?R- 1 j Location on plans/spec: 402.4.5 ;IC-rated recessed lighting fixtures; �❑Complies ;Requirement will be met �3• 1 See EN.001 ResCheck [FR16]2 sealed at housing/interior finish ;❑Does Not ❑Not Applicable :Compliance Notes studio cieetti architect pc ;and labeled 5 indicate s2.0 cfm Location on plans/spec: 403.4,1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. 172 beard street brOOkl n n 1 1231 718.875.1460 ;leakage at 75 Pa. ❑Not Observable I See electrical drawings [FR24]1 piping. , j ❑Not Applicable p p g' ❑Does Not 1 y y ❑Not Observab►e :Location on plans/spec: 403.3.1 ;Supply and return ducts in attics ❑Complies Requirement will be met. ; :See EN.001 ResCheck [FR12]1 insulated >= R-8 where duct's ;❑Does Not ❑Not Applicable :Compliance Notes eet: >= 3 inches in diameter and >_ �_ :Location on plans/spec• pro) j ❑Not Observable ' 403.5.3 ;Hot water pipes are insulated to R- R ❑Complies :Exception: Requirement is ,R-6 where < 3 inches, Supply and,, 1 See EN.001 ResCheck [FR18]2 >R-3. ❑Does Not not applicable. return ducts in other portions of F ❑Not Applicable ;Compliance Notes AKSELRAD RESIDENCE ;the building insulated >= R-6 for !' ; ; 1❑Not Observable j ;diameter>= 3 inches and R-4.2 ❑Not Applicable j :for< 3 inches in diameter. t 403.6 ;Automatic or gravity dampers are[ ❑Complies :Requirement will be met. 403.3.2 ;Ducts, air handlers and filter g. ❑Complies :Requirement will be met. [FR19]2 j installed on all outdoor air [ ❑Does Not [FR13]1 boxes are sealed with ❑Does Not :intakes and exhausts. e :Location on plans/spec: ❑N ;joints/seams compliant with . ;Location on plans/spec: j ot Observable4125 Nassau Point Rd. Cutchogue, NY 11935 ❑Not Observable I See mechanical drawings :International Mechanical Code or [ :Compliance EN.001 ResCheck ❑Not Applicable :International Residential Code,as v ❑Not Applicable ;Compliance Notes lapplicable. (. Additional Comments/Assumptions: 403.3.5 :Building cavities are not used as I ❑Complies ;Requirement will be met. ENERGY COMPLIANCE [FR15]3 ducts or plenums. ❑Does Not �, [. ;Location on plans/spec: r ❑Not Observable See EN.001 ResCheck ❑Not Applicable Compliance Notes SHEET 1 403.3.6(1, Ducts partially or completely ❑Complies Exception: Requirement is 2) 'buried in ceiling insulation havef ❑Does Not 1 not applicable. [FR26]3 pan insulation R-value not less ; ;than R-8,the sum of the ceiling ❑Not Observable I insulation R-value against and ❑Not Applicable above the top of the duct, and I I against and below the bottom of 1 the duct, is >=than R-19, seal&signature: date: 06.09.2021 excluding the R-value of the duct insulation. ) project no.: -2015 �EfkED ARC'Sdrawn by: AE A. �G�. �t� checked by: MC r .. dr I no.: - N- 101 . 00 1 High � y �2E�"13ry��{ �4 g Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) OF N cad file no.: Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Data filename: Page 4 of10 Data filename: Page 5 of10 Data filename: Page 6 of10 ©copyright studio Cicetti architect pc Section Section Section Plans Verified Field Verified , general note: Plans Verified Field Verified Plans Verified Field Verified & Req.ID Insulation Inspection Value Value Complies? Comments/Assumptions & Re ID Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies. Comments/Assumptions a• & R1 ID all drawings, specifications, plans, ideas, arrangements, and 303.1 ;,All installed insulation is labeled [ ❑Complies :Requirement will be met. 402.1.1, ;Ceiling insulation R-value. ; R- I R- ;E]Complies ;See the Envelope Assemblies 403.6.1 :All mechanical ventilation system' ❑Complies ;Requirement will be met. designs represented or referred to are the property Of and [IN13]2 !or the installed R-values ❑Does Not j 402.2.1, Wood Wood �DDoes Not ;table for values. [Ff25]2 :fans not art of tested and listed p p provided. ❑ ❑ P ❑Does Not p 402.2.2, j HVAC equipment =, owned by studio Cicetti architect pc, whether the project for ❑Not Observable ; E] Steel E] Steel j❑Not Observable pment meet efficacy ❑Not Observable Location on plans/spec: ❑Not Applicable 402.2.6 j❑Not Applicable and air flow limits per Table [: ;See EN.001 ResCheck which they are prepared is executed or not. they are created, p S p [FII] PP i I R403.6.1. ❑Not Applicable I Compliance Notes evolved developed and produced solely for use on and in 402.1.1, :Floor insulation R-value. R- R- ;❑Com lies ;See the Envelope Assemblies table for values. I 403.2 ;Hot water boilers supplying heat ❑Complies Exception: Requirement is 402.2.6 j❑ Wood ;❑ wood ❑Does Not 2 connection with this project and none of the above may be 1 ; 303.1.1.1, ,!Ceiling insulation installed per ❑Com lies ;Requirement will be met. [FI26] !through one-or two pipe heating [ ❑Does Not not applicable. [IN1] ; E] Steel ❑ Steel ❑Not Observable ; 303.2 'manufacturer's instructions ❑Doe phot q ;systems have outdoor setback i disclosed or given to or used by any person, firm, or 1 ; a control to lower boiler water i❑Not Observable , ❑Not Applicable [F12] ,Blown insulation marked every f :Location on plans/spec: t corporation for any use or purpose whatsoever, except upon ❑Not Observable ; :temperature based on outdoor € ❑Not Applicable 300 ft2. Dwgs#1-2/A400 the written permission and direction of studio Cicetti architect 303.2, I Floor insulation installed per r. ❑Complies 'Requirement will be met. ❑Not Applicable temperature. 1^ 402.2.8 manufacturer's instructions and l :❑Does Not 402.2.3 Vented attics with air permeable ❑Complies ;,Exception: Requirement is 403.5.1.1 :Heated water circulation systems ; I❑Complies ;Exception: Requirement is pe. [IN2]1 :in substantial contact with the :Location on plans/spec: [F122]2 insulation include baffle adjacent i ❑Does Not not applicable. [F128]2 ;have a circulation pump.The ❑Does Not ;not applicable. ;underside of the subfloor,or floor i ❑Not Observable Dwgs#1-2/A400 to soffit and eave vents that :system return pipe is a dedicated ; iframing cavity insulation is in [ ❑Not Applicable g ❑Not Observable return i e or a cold water su :❑Not Observable ;extends over insulation. ;Location on plans/spec: pipe PPIY ❑Not Applicable no. date SUbr111SSI0n ;contact with the top side of ; I ❑Not Applicable Dwgs #1-2/A400 pipe. Gravity and thermos- pp icable ;sheathing,or continuous ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies Requirement will be met. syphon circulation systems are i insulation is installed on the i ; 1 not present. Controls for [F13] I insulation aR-value of the :❑Does Not :underside of floor framing and adjacent assembly. ; circulating hot water system k, j: J y Location on plans/spec: extends from the bottom to the ; I❑Not Observable N/A there is no attic in scope !pumps start the pump with signal ;top of all perimeter floor framing E ; ❑Not Applicable for hot water demand within the 06.09.2021 ISSUED TO BUILDING DEPARTMENT I members. occupancy. Controls 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. -automatically turn off the pump 402.1.1, ;Wall insulation R value. If this is a; R- R ❑complies ;See the Envelope assemblies [FI17]1 ach in Climate Zones 1-2, and I TlDoes Not j when water is in circulation loo 402.2.5, i mass wall with at feast 1/z of the ; table for values. j<= ach in Climate Zones 3-8. P j❑ Wood ❑ Wood ❑Does Not 3 ; is at set-point temperature and 402.2.6 :,wall insu►ation on the wall � � � � � � ,❑Not Observable 1 ; E] mass ❑ mass ❑Not Observable ; ; no demand for hot water exists. I [IN3] ,exterior,the exterior insulation ; ;F—]Not Applicab'e applies (FR10). ;❑ Steel i❑ Steel j❑Not Applicable ; 403.5.1,2 Electric heat trace systems j ❑Complies ;Exception: Requirement is :requirement01 PP 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies Requirement will be met. [FI29]2 (comply with IEEE 515.1 or UL K ❑Does Not not applicable. [FI27]1 determine air leakage with i ftp i ftz ❑Does Not 1515. Controls automatically I either: Rough-in test:Total :Location on plans/spec: ❑Not Observable 303.2 I Wall insulation is installed per ❑Com lies !Requirement uirement will be met. :leakage measured with a ;❑Not Observable ;adjust the energy input to the I 1 s P q g :[]Not Applicable ;See EN.001 ResCheck !heat tracing to maintain the I ❑Not Applicable ; [IN4] manufacturer's instructions. ❑Does Not pressure differential of 0.1 inch PP Compliance Notes [ ;Location on plans/spec: :w.g. across the system including ; desired water temperature in the E ❑Not Observable ;the manufacturer's air handler piping. Dwgs#1-2/A400 t []Not Applicable lenclosure if installed at time of 403.5.2 ;Demand recirculation water t ❑Complies Exception: Requirement is test. Postconstruction test:Total [F130]2 ;systems have controls that F ❑Does Not not applicable. Additional Comments/Assumptions: :,leakage measured with a i manage operation of the pump p ; i and limit the temperature of the ;[:]Not Observable :pressure differential of 0.1 inch ; � w.g, across the entire system :water entering the cold water ;❑Not Applicable t piping to <= 1049F. ,including the manufacturer's air ,p P g , handler enclosure. ; i 403.5.4 Drain water heat recovery units ❑Complies ;,Exception: Requirement is 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies :Exception: Requirement is [FI31]2 (tested in accordance with CSA ❑Does Not not applicable. [F14]1 icfm/100 ft2 across the system or ft2 ft2 ❑Does Not (not applicable. B55.1. Potable water-side I <=3 cfm/100 ft2 without air ; ;pressure loss of drain water heat t ❑Not Observable handler @ 25 Pa. For rough-in I❑Not Observable !recovery units < 3 psi for ;❑Not Applicable j (tests,verification may need to ❑Not Applicable individual units connected to one ;occur during Framing Inspection. ;or two showers. Potable water- I, 403.3.2.1 ;Air handler leakage designated f. !❑Complies ;Exception: Requirement is side pressure loss of drain water i [F124]1 ;by manufacturer at<=2%of E `❑ I not applicable. ;heat recovery units < 2 psi for Does Not PP ;individual units connected to ;design air flow. []Not Observable 'three or more showers. , ❑Not Applicable 404.1 :90%or more of permanent ❑Complies :Requirement will be met. 403.1.1 ;Programmable thermostatsj ❑Complies ;Requirement will be met. [F16]1 :fixtures have high efficacy lamps. '❑Does Not [FI9]2 I installed for control of primary ❑Does Not ❑Not Observable Location on plans/spec: heating and cooling systems and t' :Location on plans/spec: ;See EN.001 ResCheck initially set by manufacturer to ) ❑Not Observable :See EN.001 ResCheck ❑Not Applicable ;Compliance Notes code specifications. ❑Not Applicable :Compliance Notes 404.1.1 !Fuel gas lighting systems have ;❑Complies ;Exception: Requirement is 403.1.2 !Heat pump thermostat installed P ❑Complies :Exception: Requirement is [FI23]3 ;no continuous pilot light. ❑Does Not not applicable. [FI10]2 :on heat pumps. E ❑Does Not not applicable. ❑Not Observable ❑Not Observable ❑Not Applicable ❑Not Applicable I 401.3 ;Compliance certificate posted. ❑Complies ;Requirement will be met. 403.5.1 Circulating service hot water ❑Complies Exception: Requirement is [F17]2 ❑Does Not [F111]2 systems have automatic or € ❑Does Not not applicable. accessible manual controls. ) ❑Not Observable ❑Not Observable ❑Not Applicable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Data filename: Page 7 of10 Data filename: Page 8 of 10 Data filename: Page 9 of 10 Section Plans Verified Field Verified CIVIL ENGINEER VINCENT GAUDIELLO, PE # Final Inspection Provisions Complies? Comments/Assumptions THE RAYNOR GROUP P.E. & L.S. PLLC & Req.ID Value Value ❑Complies Re �/ 860 MONTAUK HIGHWAY 303.3 ;Manufacturer manuals for Requirement will be met. [FI18]3 !mechanical and water heating i ❑Does Not j WATER MILL, NEW YORK 11976 631-726-7600 ;systems have been provided. Efficiency � 0 i to b []Not ObservableLIJ ❑Not Applicable j MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS Additional Comments/Assumptions: 30 W. WAUKENA AVENUE 400 OCEANSIDE, NY 11572 516.594.4284 Above-Grade Wall 20.00 STRUCTURAL ENGINEER Below-Grade Wall 0.00 EVAN AKSELRAD, PE Floor 19.00 16 JAY STREET FL3 Ceiling / Roof 49.00 NEW YORK, NY 10013 917.689.0301 Ductwork (unconditioned spaces): FILING CONSULTANT SUFFOLK ENVIRONMENTAL CONSULTING 2322 MONTAUK HWY, Window 0.29 0.29 BRIDGEHAMPTON, NY 11932 631 .537.5160 Door studio cicetti architect pc Heating System: N/A - No Change 172 beard street, brooklyn, ny 11231 718.875.1460 Cooling System: SEER 18 Water Heater: N/A - No Change project: Name Melissa Cicetti AKSELRAD RESIDENCE cetti Date 06.09.2021 Comments 4125 Nassau Point Rd., Cutchogue, NY 11935 ENERGY COMPLIANCE SHEET 2 seal&signature: date: 06.09.2021 project no.: 07-2015 1\ FCD AR�, drawn by: AE checked by: MC r CN- 1 no.: ; . y 02 . 00 �2�73N p� 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) FOF NO y cad file no.: Project Title: 4125 Nassau Point Road - Extension Report date: 06/08/21 Data filename: Page 10 of 10 ©copyright studio Cicetti architect pc F -1 11 "'% , .' ,11,�' 1, �' 11� I , �'\ \ 1� "I'\11','I , "\\ 1, \' "'� \' I �" ' " \'111' , ""\I 1.1, � 11, " .1, � �� I .1 I I., � ''I 1 �1 "I \� I \ ,.\ ' '�\"�' I'', �\' NOT IN CONTRACT I I _l \ 11 ' ` . \ \ \\1'1,� \\ I I" I ""� �'' " '�' �11'� .� ' 1\ 1� �.' \1" '' �"��"'' I \ "" "' I ",\, I "'�" � ,,I I I 11 1'1'1� I \�1'1\1� "'��" .' \ "I I'' """ 11, � 11 � 1�1\ 1�1' 1� " I I 11�1� '� \' \ \�"' I,", ,\" .11 1\ " '\�� I \' \%' 1, \�'� '�' 1\1"', ' 11 I I 1, �'� \ \ \ \\ \ DEMOLITION NOTES: \ \ \ EXISTING TO REMAIN general note: , \ \ \ `\ \ all drawings, specifications, plans, ideas, arrangements and ` \, \\ 11` . \ \ `\ \ \ ``\ designs represented r referred g p o to are the property of and \ \ owned \ o ed b i \ `\ REM studio Cicetti architect whether\ 1 REMOVE EX'G STONE PLANTERS STEPS Y t pc, et er the project for \ \ p J \ \ \ WOOD RAILING AND STEPPING STONES which they are prepared is executed or not. they are created, \ — evolved, developed, and produced solely for use on and in 2 REMOVE PORTION OF EXTERIOR WALL FOR connection with this project and none f \`\ \ p J o e o the above may be `\ \ \ '\ \ \ '\ \ `\ \ \ Y \ \ \ `\ \ \ NEW WINDOW OPENING. SEE WINDOW % \ \ en to or used b an person, firm \ \ disclosed or iv or \ � g Y any , ` SCHEDULE, `\ ULE FOR \ \ EXACT`, \ TOPENING DIM I ENS ONS `�\\ '`\ `\ \ `\ '\ corporation for any use or purpose whatsoever, except upon \ L, \' .,\ \ \ `\ ,\ \ \ 1'1 '\ ` `\ \ \ % \, — 3 REMOVE ALL FLOOR AND WALL TILE ALL the written permission and direction of studio Cicetti architect \ \ ® \ `\ \ \` \ `11, � �� / �111 1, / \ 11 % \ \ \ `` '\ \ , \ `'' \ \ \ \ ` \ PARTITIONS, PLUMBING AND LIGHT FIXTURES pc. �\ / \ \ 11 , \ / \ / �\ `` \' \ \ ``\\ \ \ r- \ \\ \ 4 ' IN BATHROOM REMOVE ALL FITOUTS IN `\ \ \% C \ \ \ I — CLOSETS. SALVAGE ALL ITEMS AS DIRECTED \ \ \ \ \ no. date submission \ \ \ \ \\ \ BY CLIENT AND ARCHITECT. \ `\\ 1``,, \ \ \ "L 11 I \ ` \ I. \` REMOVE EXI I \ \ 4 ST NG DOOR & CASING , \ \ \ \ \ — \ \ UN '\ \ \ \ \ \ \ � 08,25.2020 ISSUED TO BUILDING DEPARTMENT \ \ \ ` 5 REMOVE - \ PORTION OF EXISTING NON LOAD 1% " \ 1 \ \ \ \ \\ \ \ \ ` BEARING\ \ \ \ \ G INTERIOR PARTITION. EXISTING ` \ 11� 015 P 06.09.2021 ISSUED TO BUILDING D `, ', \ \ ``•\ \ oRCH `\ G EPARTMENT \ 1. 111, \ HEADER TO REMAIN \\ \ \ \ \ \ \ \ \ \ \ \ ,\ \ \\ \ \ - \ \ ." \ 1 \ `, \ \ \ \ \ \ \ \ - - \ \ 6 REMOVE PORTION OF EXTERIOR WALL '\ \ \ `\\ \ \\ \ \ \ \ \\ \\ \ % 016 OUTDOOR`_KITCHEN Z, , \\ ASSEMBLY \ \\ L - \ \ \ \ \\ \ \ \ ,\ \ `\ \\ - - \ \ ` 012 EXERCISE ROOM ` `\ 11 '11 \ \ "I I \\ \ , ''\ \ \ \ \ \\ \ \ 1. •\ \ M `, \ REMOVE EXISTING \ \ '`\ \ 7 G WINDOWS AND CASINGS '\ \ \ \ \ \ \ \ `\ `\ \ `\ \ \ \ \ \ `\ REMOVE PORT ® `\ `\ `\ \ 8 ION OF EXISTING GUTTER \ \ UP \ \ REMOVE PORTION OF EXISTING RAILING AND \ \ ❑ \\ \ \ \ `\ �\ \ `\ j HANDRAIL \ `\ \ \ \% ) % — — ' \ \` a % % \ `\ \ ✓ REMOVE PORTION OF CHAIN-LINK v \\ \ \ `\ — 10 FENCE & i`. O \ \` \ \ ``\ 'i \ \ \ \ \ ` \ \ \\ \ SELF-CLOSING GATE \ I \ \ \ \ \ 003 BEDROOM \ \ \ \% \ \ \ '\ \ '\ \ `\ \ `\, , '\ \ \ 1 REMOVE EX'G WINDOW AND EXT ��'\ '10 \ ' ' \ , J 11 `\ % `\ 1 EXTERIOR WALL \ \ 1� \ ``\ \ 1013 BATHROOM \ I \ \ I\ \ \ \ ASSEMBLY FOR NEW % 014 CLOSET. \ \ \ \ \, `\ ' \ — — N DOOR OPENING 11 , \ \ \ \ \ \ \ \ `\ \ \. I. \ \V \ \ \ \ \ \ \ \ \ 11 12 REMOVED DROPPED CEILINGS \ \ \ \\ '\ \ \\ \ , \ , 11 \. `\ 11 11 \ \\ \ \ \ \ 1` 11, \\ \\ \ \ \ \\ \ \\ \ \ \ \ \ \ \ - \ '\ \ %\ \ \ \ \ \ `. `� '\ '\ \ \ \ \ _\ �l LEGEND: \ \ \ , \ \ `\ \ \ \ \ `` — — — \ \ \ `\ \\ \ \ `\ \ \ \ \ \ \ \ \ \ `\ \ ` \ \ ,\ \ 11, - \ \\ .\ \ \ '\ \\ \ �`\ ` \ \\ '\. � \ EXISTING\ '< ,% \ \ \ '\ ST NG CONSTRUCTION TO \ \ ` REMAIN. \ \ \ '` \ `\ �,\ `\ `` �\ ,\ `\ \� 002 FAMILY ROOM `\ \\\ \\ `. 1�11 1, �� \ \ I \ 1 \ EXISTING CONSTRUCTION TO BE \\ \ \ \ \ \ \ \ \\ \.\ \ \\ \ \ \ \ \ \ \. \ '\ \\ \ ` \ � \ \ L — — -J DEMOLISHED. \ \ \ �\ \ \ L — \ ` \\ \\ \ \\ \ \ ,\ OOg`MECHANICAL `\\ \ \ , \\ \ \ \ \ \ \ '\ \ \ = � � = LIN \ \, �\ `\ '\ \ E DELINEATING EXTENT OF \ \ \ \ \ \ \ \ \\ \ \ ` ` , \ '\ SCOPE \ \ \ \ \ \,001 HALL`WV \ \ \ �` \ \ \\ \ ` \ \ \ \ \ 1. \ \ \ \ \ \ 005 CLOSET �', \\\ `\ ' . % , `\\ , \ \• ' `\ `` �\ '\ \ 1 `\ 004 BATHROOM \ \ \ \ \\ --� \ \\ `\ \ 007 LIBRARY \\ +` % \` 11 \ .\ '\ .�\ CIVIL ENGINEER VINCENT GAUDIELLO, PE \ �, \ THE RAYNOR GROUP, P.E. & L.S. PLLC , ,, �\ I\ 11 \� %�� I , I I 11 I,I I L I I%, I, 1,, \ \ \ \ \ \ \ 86 M NT \ \ \\ \\ `\ \` \ 0 O AUK HIGHWAY \ \ \ \ \ % \ 11 1. \ \ 120 STAIR ORK 11976 \ \ I 11 1, \ WATER MILL NEWYORK 631-726-7600 \ \ \ \ \\ ''\ \ ,\ \ `\ \ \' \ \ \ \ \ \ \ \ . , `\. \ \\ \ �J \ %11 I % \ MEP ENGINEER NINO DANTONIO, PE \ `\ \\ \ \ _ _ `\\ \ DANTONIO CONSULTING\ \\ O SULTING ENGINEERS \ \ \ \ \ \ \ \ \ \ 30 W. WAUKENA AVENUE \ \ \ \ \ \ \ \ \ 006 CLOSET E OC AN I SDE , NY 11 7 `\ 2 �, 5 `\ 516.594.4284 11 " D , \ \. \ \ \ \ ` 11 \ \ \ \. 11 \ \ \ \ \ 1. \ \` 11 \ STRUCTURAL ENGINEER \\ \ \ `\ \\` \\` \\ \ \ ` \ \\ \ EVAN AKSELRAD, PE \ \ `\\ \ 11 11\ \ % 16 JAY STREET FL3 '\ \ \ % NEW YORK NY 10013 `\ \ 1. \\ ` \ ``` \ \ '`\ 917.689.0301 \ % \ \ `\ \ '\ �\ \ \\\ \ \ \ `\ \\ \ G CONSULTANT ,\ FILING \ \ \ \ \ \ \\ F , \ SUFFOLK L `\ OKENVIRONMENTAL \\ .\ `\ \ \ `\ \ \ \ `\ CONSULTING ,\ \ �\ '\ \ \\ \\ \ `\ \ \\ `• `, `\ O TAUK HWY, ,\` 2322 M N `\ '\ \\ `\ ``\ BRI D E G HAMPTON NY 11 \ 932 631 .537.5160 I 1, \ \\ '�\ '\ ,\ \ .\ `\ \\ �\ \ `,, `\ �\� NOT`IN CONTRACT \ \ \ \ \ '` \ \ \ '`\ , \\ \' \\ % EXISTING TO REMA studio ce \\ \ \\ '`\ �`\ ``. IN cetti , \ architect pc \ `\ \ \ ''\ '\ \ ``\ \ `'\ '\ `\ `\ \ \ \ \ \ \ \ \ \ `\ `\ 172 r \\ beard street brook) n `, n 11231 718.875.14 \ \ `\ Y Y 60 \ \ project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 BASEMENT FLOOR PLAN DEMOLITION seal&signature: date: 08,25.2020 project no.: 07-2015 D ACy drawn by: AE y5A C, /�F checked by: IVIC f dr i no.: ," M- 1 00 . 00 OMMW��a..T FLOOR PLAN DEMOLITION 9� o NORTH �aF��y � N cad file no.: ©copyright studio Cicetti architect pc L J F MOTT, G N ' ONTRAO T\ \\\XX1 I�� `>�°\\` .!` �,, ,� ,°. \` ,, ` \� \` ti� \ � °'�� '4`>\��`'� �` *'`` , `\`` '� °\.`' ``�� °\ R;`` ``, °N "ING\ DEMOLITION NOTES: general note: \EXIS. &REMAIN V all drawings, specifications, plans, ideas, arrangements, and X41 X\ designs represented or referred to are the property of and X F REMOVE EX'G STONE PLANTERS, STEPS, owned by studio Cicetti architect PC, whether the project for N WOOD RAILING AND STEPPING STONES which they are prepared is executed or not. they are created, N \ evolved, developed, and produced solely for use on and in L L__J I \\X connection with this project and none of the above may be L _J V F -1 NEW WINDOW OPENING. SEE WINDOW REMOVE PORTION OF EXTERIOR WALL FOR N\ disclosed or given to or used by any person, firm, or N ,\V" \1 �x SCHEDULE FOR EXACT OPENING DIMENSIONS N \ \ I corporation for any use or purpose whatsoever, except upon N\ N \ Ir \ \ V L -1 IL the written permission and it of studio Cicetti architect \ \XN REMOVE ALL FLOOR AND WALL TILE, ALL PC. PARTITIONS, PLUMBING AND LIGHT FIXTURES ` \ ` `.\ ti `� `°^° \\ �a `~ \ O`~°, °\ `\ � ` °` � `>\ �',\� ° ``°, \� �'\°\�* `° \ 1 I I i I I IN BATHROOM REMOVE ALL FITOUTS IN N L CLOSETS. SALVAGE ALL ITEMS AS DIRECTED BY CLIENT AND ARCHITECT. no. date submission V REMOVE EXISTING DOOR & CASING N V N\ F \N\ 08.25.2020 ISSUED TO BUILDING DEPARTMENT \Nx F -1 REMOVE PORTION OF EXISTING NON LOAD BEARING INTERIOR PARTITION. EXISTING 06.09.2021 ISSUED TO BUILDING DEPARTMENT N \ L HEADER TO REMAIN \X \N\ REMOVE PORTION OF EXTERIOR WALL DN\ ASSEMBLY 112 DINING ROOM, L J REMOVE EXISTING WINDOWS AND CASINGS F REMOVE PORTION OF EXISTING GUTTER REMOVE PORTION OF EXISTING RAILING AND HANDRAIL REMOVE PORTION OF CHAIN-LINK FENCE & SELF-CLOSING GATE \> 1 3 STAT L — — — — — — O REMOVE EX'G WINDOW AND EXTERIOR WALL ASSEMBLY FOR NEW DOOR OPENING N N\\ \N REMOVED DROPPED CEILINGS \ N (4 N \ N 1109 IBEDROOMI \ N \N\ Jill LEGEND: HENJ -1,3 IkITC N\ X\ X 7 \ �Ft I Iq I III EXISTING CONSTRUCTION TO \\N\ N\ — — — REMAIN. F- EXISTING CONSTRUCTION TO BE L J1 I DEMOLISHED. \0 N =7 7L J — — — — SCOPE LINE DELINEATING EXTENT OF F- — — — — — N \ 1 N \\ \` R `\ '�°` \ '4/� n i 108 CLOSET I, 1 7 1>\ r I j -1 L 1 ENTR N\ 7\ CIVIL ENGINEER VINCENT GAUDIELLO, PE �O HALLWAY _J T RAYNOR GROUP, P.E. & L.S. PLLC [Eli PANTRY \ \", ,N \ E_ 860 MONTAUK HIGHWAY N -\ __T X UP STAIR — — — — — — -- WATER MILL, NEW YORK 11976 631-726-7600 TM77717)Oyi — — — — — — — MEP ENGINEER NINO D'ANTONIO, PE N' NX D'ANTONIO CONSULTING ENGINEERS 1107 BATHROOM 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 7 T 7 7- 71-71 r XX no. X\\ - - - - - - - N STRUCTURAL ENGINEER -JLJL _L — — — — - EVAN AKSELRAD, PE T 16 JAY STREET FL3 ROOM \N F V, NEW YORK, NY 10013 917.689.0301 E� FILING CONSULTANT 1105 BATHROOM SUFFOLK ENVIRONMENTAL CONSULTING n12 JENTRY PATIO, \N\\ N, 2322 MONTAUK HWY, BRIDGEHAMPTON, NY 11932 631 .537.5160 L L E \1X studio cicetti architect pc � \N N,\ 172 beard street, brooklyn, ny 11231 718.875.1460 V X`x N J\ X\ project: F -1 N �, ` ` \ , � ��` 4 � \ �, ° � � \ `., `� � , N, AKSELRAD RESIDENCE 1104 IBEDROOM] I I F N' T \�N 'N\\\ 4125 Nassau Point Rd., Cutchogue, NY 11935 \N F- — — — — - GE, L -1 -119,GARA F -1 \N FIRST FLOOR PLAN 1> L A DEMOLITION AVA N\ CONTRACT\11 X IN \EXISTINGTOREMAIN' \ ✓ seal&signature: date: 08.25.2020 N AE drawn by: IVIC checked by: 71 dr J no.: UP A M - 1 01 . 00 FIRST NORTH T T L\ L\N\1 \X\ \\X OF N' cad file no.: _F @copyright studio Cicetti architect pc DEMOLITION NOTES: general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and 0 REMOVE EX'G STONE PLANTERS, STEPS, owned by studio Cicetti architect pc, whether the project for \ \ \ ` \ \, \. ` \ .\ ` o\ �' ! N. \ \ \ o, \ \ \ \ WOOD RAILING AND STEPPING STONES which they are prepared is executed or not. they are created \N. \ \^ \ \ \ `\ \ \ \* \ \ \ \ \ \ I evolved, developed, and produced solely for use on and in o\\\`\ \., \, \ \\° \_ NN, \ \ \ \ `` \\ \ \ `\�\\ ° \ \\\ \.\ \ \ \ \� \ \ REMOVE PORTION OF EXTERIOR WALL FOR connection with this project and none of the above may be \ ° `\ \ ` \ °. o d `\\ \ NEW WINDOW OPENING. SEE WIN'\ \ ` \\ `\ \„ II DOW disclosed or iven to or used b an erson firm or ` `, \ \\ \ `\ \, g Y Y P�\\ \ \ \ `\ `,\ \\\\. >\`, \ SCHEDULE FOR EXACT OPENING DIMENSIONS cor oration f r n\ \ o a use or ur ose whatsoever x\ \ \ \ \ o. \ '\ \ p y purpose except upon \ ` ` \ \ °,�\ 1I the written permission and direction of studio Cicetti architect � ` , ` \ \ ,, \ \, \ \ \ \ �\`\\`\ \ REMOVE ALL FLOOR AND WALL TILE, ALL \\,\'\ \ \ \` \'\ \\ \' \` ~\ ° `\ \ \\` \\` \ \., \ \` \\ \ ° °\ `\ \, \ PARTITIONS, PLUMBING AND LIGHT FIXTURES pc' ` \ \ \~\ \ \ \ �`\\ \ \ ,� \ \ .� `�,, \\ IN BATHROOM REMOVE ALL FITOUTS IN \\ \ \°\ \ \ \ \ \ \ \ `\ \ \ \\ �\ \ \ \ \ \ \ CLOSETS. SALVAGE ALL ITEMS AS DIRECTED \\\, \ \\\`\ ` `\ \ \ \ � N, NN. ,\ \ `� '\ �`\ ° `\ `\ \ \ `, ° o no. date submission \\ \ ° \ \ '> I BY CLIENT AND ARCHITECT. \N N\ \ \ \ \ `o, \ \ \, '\ REMOVE EXISTING \\ `\ \\ \ \\ �\ \\ \ `\ \ \ �`\ \ �\ \\\ \ \II ® DOOR & CASING \ \ \ \ \ ` \; \\ \ \ \ `\ \\N.\\\ \* \\ 19 ERRACE \ \ \\ `\\�\ �\ °\ \ \ \\\ \ o \ \ \ 06.09.2021 ISSUED TO BUILDING DEPARTMENT \ `` \'y `� o� \\ � \. O \\ y`�\ \ o w \ \\\ '\\ °\ \ \\\ `\ �. \ `o \\ \,. > 5 REMOVE PORTION OF EXISTING NON-LOAD ,\ \ \ \ o \ \ \ \ \�\ \ \ \ \\\\, \ `.y\ \ \ BEARING INTERIOR PARTITION. EXISTING \ \ \ \ \\\ \N. \ ! \ ° \ \`- \ HEADER TO REMAIN \ `\ \ `\ \ \`\ \ \ \ \, � \ \ �\` :. ``\ `° \\, \ \ �>, \ `\ \, o \\,\\\\NOT IN,GOI�V. TRACT\ \ \ ° \ ° ` `` �, \ �`\ \ \ \ ` o` \ ` \ \ \ \ \ w 6 REMOVE PORTION OF EXTERIOR WALL \`\ \\\ ,x \ \ `\\ \ \ \ \,�'\ \ , \ `\ EXISTING T0, REMAIN\ ASSEMBLY \ ` \ \ \ \, \ \ \ \ \o\, \ \ `� ` °•\ \ \ \ \ \ \ \ \ \ N. \ \ \ \ \ \ �'\ \ \ `\ `\ \\ \ \ \ \ ,\ \ \NN. > \ REMOVE EXISTING WINDOWS \ \ \ �\ \ \ \ \ \ �`\ \ II 7 AND CASINGS \\ \ ° \ \ \°\ \ �`\ \ O `\ \ \\\ \`\\`` \ \�\`t °.1` ` \\\� o\ \ `\ \°\ \ \,'\\ \ \ `\ `\ \ \\ `\\ \\`\\\ \N \ �\ \, \\�,\\ \ \ \ \ `\ \ \ \ \ \ \ , \ \ \\ \\ \\\ \ 4 ,/ V,'N / �, \ \, XII \ REMOVE PORTION OF EXISTING GUTTER ,•NNN ` \ \ \ `\`'\,, -_ _-� -\_ \ � ;� ' \ `\ "� ` \ \ � \ \ \ � � \ •'` >., \ ,o \' O REMOVE PORTION OF EXISTING RAILING AND \NN `NN \ ,� \ \ \ ,\ \ \ \ \\ �\ ,\\ HANDRAIL \ NN \ \ \ > \ \, }` , \ \ , \ \ \ \ \ \ \ �\ \ \ °\\ o`, \ II REMOVE PORTION OF CHAIN-LINK FENCE & `• ` / ` ` o o \ ` \. \ \° \, o\ �\ \ �`\ \ \ SELF-CLOSING GATE \ `\. o \ \ \\ `\ \ \ , \ \ NNN \ \ \ \ \ \ \. , \ \\ \\ \ \\ ° \ \ \ \ \ `\ \ , \ `\ �\ \ ° �\ 1 1 REMOVE EX'G WINDOW AND EXTERIOR WALL \ NN, \"\ \ NN\ \ `,\ \, \e\•,, `� \ \� \\� \ `�\ o ��\ \, `�, \ `o ti. \`\\\ \ `\ �o \ ° \\�\ \ \\ ` \\ \`\ � O ASSEMBLY FOR NEW DOOR OPENING \ \ \\ \`\ �\N\ N', \\ \ \ \ 09 MASTER',BEDROOM \\ , \ \ 'N , \ \\ * , `\ REMOVED DROPPED CEILINGS \ \, `\'\ `\ \ \ \ \ \\ `\ \° \\ \ \ \ x 12 \,N NN. \ \ \ \°\ `o \ o \ \ \\ \ ` o \ `\ `\ \ \ ` ��`N , IN 'A \NN \ \\ 11 MASTER BATHROOM \ \ \ \ ` \` NN\ ` `\. \\ \ '\ CD 07. FFICE \. \ \ `\\\ `\\\ \ \ \ \ \°_, NN, N\ INN NN AN,,\\\\"\\N,`N Nv \\N \\ \M, LEGEND: \ ` \ \\ \ \ \ \\ \ \ \ N, \ 'NN \ \ \ o \ \ \ \ \ \\ \\ \ ` \ \ \ \ \ \_ \ \ \\ \ \ o \o o \ \ \ \ \ \ \ °\ \'\ '\ o \ \ \, ` \ °, \\ 'X \ \\ \ \ I— `\ o \\ \ \ \ \� \ ` \ EXISTING CONSTRUCTION TO \ , \ \ \ \ \ \ \ `\ I REMAIN. \ N \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ `\ \ \ \ — — \ \ \ '\ �\°\ °\ \ \\ \, '\ `'.� \'. \ \ \ \\ \. `\ \\\ \\ \\\', \ \ N \\\ , \ EXISTING CONSTRUCTION TO BE \ \ ` �` \�\ \ \ `� \ \ \ \ \ \ \� \ \ �\ \ \ '\ \ , \\ X11 \ `� \� \, \ `\1 \ \ \ -- `\ \ `\ \\ �``\,\. \\ \,\ \ , \ \ \ \\ I- — — DEMOLISHED. \ `\ \ ° o \ \ \ \ \\ \ \ \ \ \ \ \ o \, ~`,,4 `,\ `�\ ~ ` o \ \ \ \ _-N Ei_ \'\, o. \ o\ \ \ \ '`, \o \ '\ \\ \ \ \ '` \ '` ` \ \ \ `\ o\\ \ \ \ \ `,\ `> —__�_\ _ �\``, ' ,\ \ '\ LINE DELINEATING EXTENT OF \\\ \ \ \\ \ \\\\°\\\ \ \°`\ \ \\```\ o \�`\\ \ \ `\\NN, ,\ \ \ \\ \ \\ \\° \\ \\`\ \ ° \\\ \` `\ \\ \ \ \,\ \ \ `\ \\ SCOPE \ \ \ l , \ \ `` 08 ESTIBULE \ `�\ \ \ `\ \ \ \ \ \ • \\ \ \ \ \ ` \ II \ '\ \ \, �.,'\ \ `\ \ \ \ ° \\\ \ \ \. \ ° \ \, \ \ \ \\ \ \ \ 02 NDRY,ROOM \ N, N \ \ o \ °\N, CIVIL ENGINEER VINCENT GAUDIELLO PE \ \ \ \ \ \ \ \ \ \ , \ \ \ THE RAYNOR GROUP, P.E. & L.S. PLLC \ \ ` \ \ \ \ \ `\ `\ \ \, \ ` `\ \ \ `. > \ , \e, \\ , \ \ \ \\\\ \�o\�`, \ ` o\\ \ \ \\ �\ °\\\ \., \ '\ \ \ \ \ \ \ \ \ �\ \ \ ` \`o `M \�`\ 860 MONTAUK HIGHWAY \`\\ \\\ \\\` \°4 \ \ \` \ , °\ \ \ \ ', \ o` \�\ \ \\\ \ \ 4 \\\ \\ `\ �` `> WATER MILL, NEW YORK 11976 631-726-7600 \ `\ o .. \ \ 120 STAN \ \ \ \ \ \\ \ ` \ `\ \ \ `\ \ `\ \ \ \o \` \, \ \ \ \ \ \ \ , II MEP N \ \ ` \ a`\ \\ \ \ , \ \ \°\ \ \ \ `\ \ `\ °� \\\�\\ \ ENGINEER NINO DANTONIO, PE \ \ \ \. � DANTONIO CONSULTING ENGINEERS bPEN-,TO,BELOW.\ \ ' \\\�\\ , ' `> \ \ \ \ `\` 30 W. WAUKENA AVENUE o \ `\ \ `\ \ \, ` o. \ \ \ !\ o \\ \ , OCEANSIDE, NY 11572 516.594.4284 N. o \\ \ ` \ \\ \ `.. \ o \ \ \ 04 BATHR M , \<� \\ \ \\ `\ \ \\\\ o ` ,\\ \ \ `\ ,NN \\ \\\\\\ \ \ \\ `\\°\ \\ STRUCTURAL ENGINEER \` o \ \ \ \` \ ,y\ \ \ °o \ `\ `\ '\. \ \ ° \ \ \ `• N Ro o\\ \ \ ,\\ \ \ \ \, \. \, o\ >\`: \ II EVAN AKSELRAD, PE \ N. '\ \, \v` mit/ .o \ \\ \ \ ` , `o�\\ \ '\ \`\ \\ \ ` \ \. \ 16 JAY STREET FL3 \ \,\ °\ \\ \ \ o `\ \ \\"� \• \� \ \\ ' \ \ \ o \ \\ \ \ _ — `\ \ \," \, \ ,'\ N. \ \\ ,\` \ ° \\\\`\ \\IN- N, NEW YORK NY 10013 917.689.0301 \ `\ \ \ \ \ `\. \> \\ •\ ` \`\ \ �\ \ \ \ ,`\ \ \ \\\� \ \ ` O �\\ \ °\ \`\`\ \ o \ \ \ �`' \ > `\�` \ o\�\\ FILING CONSULTANT `\ \ \ \�\\\ \ \ \. \ \\ \ \ ` \ \ \, \\ ` \ `\ `\ \ \ \• \ \\ \, \ \, \ \\\ \ \ \` \,\ \ \� "\ \,� , \\ ,\ ,\\ ,\ \ SUFFOLK ENVIRONMENTAL CONSULTING \ \ °\ \ \\ \ > 'N \ \ \`\ \ '\`\ \\ \ \ �\ `� \ ' \ \, \ \\\\ \ \ \ `\ ,I 2322 MONTAUK HWY, \ \ N\ �\ o \ ° `. e o \ \, \, \ \\ \ \\ \ \ \ °\ \ \ \ , \\ \, \ \ \ \ ,,� ' \ \ \ \°\, \; ,\\\\\\\ \\,\\\ ° \ ,, \ \ `.,\ \ \ ,, \\\. \ \ \ `\ ' \ BRIDGEHAMPTON, NY 11932 631 .537.5160 T N,\ e \\ \ `\ \`�\ \\ \ 13 ER W.I.C.\ \\, `` \\ \ ` \ \ ` ``\ \ °\ \\\\\ • 4, \ \ \ ` \ \ \ °\ \ \\ `\ `\ \\ \ \ �,\ \ studio cicetti architect c ° \ ` \ \ \ \ \ \ \ \\�\ `` \ \\ o\\\\ \ `\ \\ \ `> `\ \ \ ` \\ \\` '\\ ` \ °' \ \ 172 beard street, brook) n, n 11231 75.1460 NN \ \N N�N IN\ \ ` \ N IN \ \ O \ \ \ \\ \ \ \ � N\ \ \ `\ \ \ o. \ \ \\o \`. \ \\ \ \ \. project: X NN \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \``\ \ \, ° AKSELRAD RESIDENCE \ \ \ \ \ \ \ \ \ \ \ \. \. \\`\ e \ / I \. \ IN, a \ a, \ \. \ \ \ \ \ \ o.. \ ` `\ \\ \ \ \\ \ \ \`\, `, \ 03 EDROOM \\ \ II \ I 'yam \\ \\ \ \`\ '�\ °\ q v, �\\ , \ \ NNN V'IN\ N\ NN\ \ \ '\ \'\ \ \ \. \ \, \ \ \ \ \ \ \ `\\ 4125 Nassau Point Rd., Cutcho ue, NY 11935 \ \ \\ \ \\, N \ \ \ \\ �\ `\`\ `\ \\ ° I 9 \ N\ \\ 14 HIS BATHROOM \,\\ \ \ \. \\ \ '\ \\\\ �\° \ . , \ \ \ \ \ �• \ \ \ \ ` \ `\ \ \ ,`\ \ \\ �\\`\ .. \ \ \ \ \\ \ \ \ `\ \\°°\\\ \\ \ �\\ \``\\ \ \ °\ \ \\\ \ > \ \ ` SECOND FLOOR PLA ``. \ N\ \ \ `\ \ ` \ \ \ \ \ \ \\\ `\\' \ `\ \\` \ \ `\ \ \ \ ° \ ,\ `\ \\\`� �.`\\ �\ \ DEMOLITION \ \ \. \ , X, \ \ \ , \ \ \ \ o \ \\ NNN , \ , \NN \ \, \ ` \``\ \. ,\ N, \,\` \\ \. \ \ \ \ \ \ \ \, \\ \ \ \\\ \\\ \ \ \``\, \ \ \ \ .\. \ \ , \ \ \ N\\ \ 06.09,2021 \ o \ \ `\\ \ \ \ \ \ `\°\ \ \ \ \ , \ \ `\ \`> \ \ o \. o\`\ seal&signature: date: V\ N\°\ ` \, \ > \ \ \•, ` ` \ \ \ \ \~°\ ` \N\i \\ \\ \ \\ \ \`\ \\RIOT I N\CO TRACT \ project no.: 07-2015 \ \ `\, \\ \ \ \\ \` \\ \, \ \ \ \. ERf. ARC drawn by: AE \ �.\ \ \ \\ `` \ \ \\\ \\ '\ \ \\ ``\\ \\``\ \`\ \\ \\ \\\ \\ '\ \\ \\� \ EXISTING TO REMAIN 5� \ \\\ \ \ \ > \ \ \ \ \ \ \'N \� \ N. `o\\°\ \°\ `� °\\\ \ \ O, ° , `\\ �\ \�\ `\ \\ \ C . t� checked by: IVIC \ \ \ \ \ \ �� dr i no.: � SECONDo FLOOR PLAN - DEMOLITION NORTH ��r y� M- 1 02 . 00 y 026731 � SOF NES cad file no.: _F ©copyright studio Cicetti architect pc IN, IN I IN, I NN, IN. N'\1I NN, IN. NN NN' %NN N NNNNN I\ "ONT N" N\N I \1 N\C I kA6V1 \ \ \ , \ \ T IN IN, N., I\ IN, \\ NN C� INN N, \NN `NN N\ "I IN, N" III "IN\\ "N ' N� general note: NNA \,N'NN,N1,\X, \�EXISTIING TOIREW1 NI, NINN N. X IN CONSTRUCTION NOTES: all drawings, specifications, plans, ideas, arrangements, and NI N', IN I , \ I . IN INNN "I \\ N` \ \11-1 , I, I, \'� , \ 11 , N, N" IN , . IN IN, \ \ designs represented or referred to are the property of and N' N IN, NN '\N IN IN IN owned by studio Cicetti architect PC, whether the project for 'NNN IN, IN N IN. N, NN N, NN \ III \ \.", which they are prepared is executed or not. they are created, IN, kA-201, N, I, evolved, developed, and produced solely for use on and in `NN \ \ IN, \1 ' N IN I . \ \\ IN \ N, \N . N' \ N' I. NNNX\ 'N NEW CONCRETE FOOTING AND FOUNDATION N, IN N: \1 IN, 'I,N' INL N, \\\ I \ NEW CONCRETE SLAB ON GRADE connection with this project and none of the above may be N, \ NN. NN, NN INN,�\ V F 0 IN disclosed or given to or used by any person, firm, or \\ q\ \e \ \ \\ e \ \ \\ NN IN, IN, IN, IN, N I NN N N, WOOD SLAT SCREEN W/ ACCESS DOOR FOR corporation for any use or purpose whatsoever, except upon 'N IN IN 'N, \-N OUTDOOR STORAGE the written permission and direction of studio Cicetti architect IN. NNNI IN N, 0 'N, N, IN, 4 NEW WOOD STEPS PC. \IN, IN NN, IN 'N N, III NN, N", N N NEW STEPPING STONE PATHWAY, TBD. no. date submission N\ N, N\ IN, NN' "IN NINN I, N"N N"N IN, IN, N NEW STEEL POSTS WITH FOOTINGS FOR IN, NNN \!\ \N FIRST FLOOR TERRACE EXTENSION 1 11 N, 5 'N' NN IN NN 08.25.2020 ISSUED TO BUILDING DEPARTMENT NN X NEW OPENING IN EXISTING WALL. CASING TO N\ IN, 'up MATCH EX'G OPENINGS. 10,16.2020 ISSUED TO ZBA \ NN IN I NNIN NN ININ III,NNN\\ I ",\ I \ ��\\\ NN' IN NN IN N "N NN NN NNN 'N IN, V\ NINN N, EXTENDED PORTION OF FIRST FLOOR DECK. 06.09.2021 ISSUED TO BUILDING DEPARTMENT IN, \ " NN IN NNN 'N, \ \,I \ \ V 4'-..0" A. FINISHES AND DETAILS TO MATCH ORIGINAL \ \\ I "N \IN NN 011D00 �<11'1 \101,2 EXERCISE. R 'N NN=N I. " \' \\ \ N IN, NNIN DECK X, X !OQM N\ ININ, 7L E \NN \N \ NEW ROOF DECK ABOVE EXTENSION. N, IN NN IN, 10'-0" FINISHES AND RAILING TO MATCH EX'G 'IN IN, SECOND FLOOR DECK ININ IN ININ, N-"\\N.\I-\\ IN N, `N\ N,' I \ b N- NN, NN NI V NNINNNNI� X 'N IN, NEW WOOD WALKWAY 0, 13 1 N`NN` INN N, I, INN IN IN IN IN, N\\ IN I IN �\\ IN T' N\x IN, IN,X -N' NI N, IN, 6 IN. IN IN 003BED N`1N\ IN NNIN NN N\' N N IN. IN IN, INNIN \\\ IN I IN. N, IN IN N, NIN XI \X' 'N •[013 F8AT1l4RQ6MJ-�- \ \\ \ N, I I N, 0141CLOSET \ , \1 N\ X -'N ININ r2 7' ", \ \ -\ IN, `NN' \I I, \1 \ ININ \1 1\ \ — - - IN IN IN, `NN "N' \\\ \1 A-300 IN NN, IN, X N, N, N N. IN IN, N \N NIN NIN 'NNN NINI "I\ IN, IN, \ X I -, \ \,I IN N' \NN N IN, N'. N\ NI ININ NN \ N\ \ \ \ I X "N N INN \\ IN N, N\ IN\. IN V N, \\'NNN,' IN, INI III IN IN N, IN N, IN I \\NNN'\NN, N, N, IN \ IN I IN IN, N, N\ IN NNN NN, \ IN \ \NNN IN NN NN, NN. I IN N\ T NI IN N', N. N, \�002 IFAIVIIL� R00M\I N \ N. \, \\ , \ \� NN NN NN IN `N \ N, N\ NIN IN, NN, 10 "I N\ \ NN. N, N. NI, IN N N IN, ANI('A NN, IN 'N N V \X\ :7D IN NN' NNNNN N' \ NI IN IN \ NIN I -\,\\x N, IN NNIN IN 001fHALMAY 1' ,A-300r \N\ INN INNI, N 'IN N I, IN, NN E IN N NI NNN v tIN, IN NN, Nx III \ N" INN NN. NN, N', 1004 AT ROOM I � N IN N\ \ % \ IN, N NNIN IN, N LEGEND: IN NN NN N, \ IN, \\N\ N " N N, N NN \ \11 N \ \4 N"NN NN CIVIL ENGINEER VINCENT GAUDIELLO, PE IN I, I \' \ �, \-\ 7, LIBRARY I\ NN, I �`,`N N- IN, `NN L"z- --- \\\ NN, NN 'N. NN, 'N' � \ N\ EXISTING WALLS THE RAYNOR GROUP, P.E. & L.S. PLLC IN N' N IN NN NN N, IN, IN 'N' IN, INNI, X 860 MONTAUK HIGHWAY IN IN,\ IN IN NNN WATER MILL, NEW YORK 11976 631-726-7600 N, IN \Up�" "I IN NEW WALLS IN N\1 2(NSTAIR NNIN \' INININ I, 'N \ \' - , .1 N\ N, \ \ \ I I, \ III NNN NN I I C� "IN. IN\ I N \ \\ NI \ I " \ , - \\\NIN N, MEP ENGINEER NINO D'ANTONIO, PE X N, N, IN, IN \ \\\ -, - N, N', I \--- NNIN NN IN X I IN, N\ N, N, I, \1 `NNN D'ANTONIO CONSULTING ENGINEERS NN\NN \ ' INN 30 W. WAUKENA AVENUE 6 -OSEl, 0 OF SCOPE OCEANSIDE, NY 11572 'N IN \\,\\ IN, N`NN \ X N LINE DELINEATING EXTENT N\x\ NN 516.594.4284 IN IN N, L STRUCTURAL ENGINEER XN \\\ \. \ \ EVAN AKSELRAD, PE N, -"N NIN 'N" ININ \1N, 16 JAY STREET FL-3 N,N N NI, NN, NNNI . N\ IN IN, IN. NNNI IN III IN NEW YORK, NY 10013 It 917.689.0301 'N' N ' \N \ \\"` ' \,N" tee N, IN, IN, IN IN, FILING CONSULTANT \\\ \ \`\ \�\`\ \ ', \ N "N IN, IN N \ ,NX \NN' \,N' NN-N \N IN N\ IN IN SUFFOLK ENVIRONMENTAL CONSULTING NN, NN N' INNN IN I,-I, IN, IN, 2322 MONTAUK HWY, 'N X IN, BRIDGEHAMPTON, NY 11932 631 .537.5160 IN N N NN' N`N N\ NNN IN I IN, NNI III IN IN, N N, NIN \N -N, IN N N NI N, 'N' N studio cicetti architect pc \ NN NIN X N\ \ \ N X\ NIN N 172 beard street, brooklyn, ny 11231 718.875.1460 IN I ININININ '\ \ \1\ I, NN N "ININ INN. NNN \' IN, \ ,NNNN VINN, IN, ININ NNNNNI X \ 1, \ \ ,\\ \ \ N A N"N \ \ ' \ III X\ N \ N- N IN,\ IN NN 'N, \\ III N N IN, AKSELRAD RESIDENCE IN ,N\ NNN` N\ IN N\ \\ X IN IN, X IN IN IN. "N \' N N, IN 'N VNIN., \ \N ' \ \ \ \\ \ \\\\IN,\ IN, N' IN IN, X IN N' N" \ \, \\\°\ N IN, 1 4125 Nassau Point Rd., Cutchogue, NY 11935 NN X N, \ IN N\ "I IN, IN, IN. N 1IN \ 'N, \< IN, N\ NN N N', I N IN CONSTRUCTION PLAN 'N \ I \N\ \ \ N N, IN IN, X IN, NINX \X1 N\ \N N NIN, NNN, ' N \ IN. N' . NNIIIIN NNIN "N N, \X' N', I, IN, I N\ "N IN, IN NNN BASEMENT FLOOR IN I NNNNININ NNNN V\ N' N\ 11\ IN, IN N` IN,NN I IN NN,IN,I IN, IN IN IN N, IN, N ' \ "I \NN" IN, N, '\\\ I\\ N IN, N\\ \ NIN "N. IN \\\ \ IN, 'N' N\PLAN. "N, "N' NN '\ "N IN T\1 INN -B EM R'- IN NOTIt�QONTRAC' IN I "N CONN 11 , S 'NN, N, sau 1/4 x1-�-O IN, N, seal&signature: date: 08.25.2020 \1 �'MAIIN N. 'N N 'N. NN project no.: 07-2015 IN. INN 2 IN'I N, IN. �21 1 i�ED A drawn by: \ \ \ "N \ \ AE ' \ N, N, IN N, NN' IN checked by: IVIG N, IN NIN N, N\ \N IN N"N "N IN Np IN,"N I\ N' IN I\ NNN` \N\ N\ X NIN N, IN NN IN, IN X\ N, N\ 100 - 00 NN N\ NN'\ IN, IN, N NN !31673 \ 11 \ \ N, N, , , \ 1\ \\\\I- IN, IN`\• \ IN N cad file no.: IN N NORTHyo , e \ e \ \ `� \ \ \ \\ e IN N, IN N IN "N' NIN \'N @copyright studio Cicetti architect pc N N` NNIIN N IN` N IN F N, IN' `N N, INN, IN, IN, N. INNNI IN \ IN IN.I\ I \ I, IN, N, III -,N NNIN "CONTIR C' N, IN NNIN IN, IN I N\ NNL NN, N, ININ NN, INN I N IN, INN I NNN.\ \� \\ NN I `\ \N, general note: N, I III X \EXISTING .REMAIN'\ N, N-, I NNNNNNNNI NN \ , \, IN CONSTRUCTION NOTES. \ "N 1 11 'N NN. all drawings, specifications, plans, ideas, arrangements, and INNN IN,\ IN, NN, IN, 'N I, NN, IN N, N\ III \ `N IN 'N NN designs representedor referred to are the property of and IN NN, N\ IN, N\ which they are prepared is executed or not. they are created, IN IN N, NNN \N\ NN N, N N evolved, developed, and produced solely for use on and in N, NNN\ \ \ 'N 'N NNNN \'N' I \\1 IN IN N, \ IN N, NNINN N\ \ `N "I owned by studio Cicetti architect PC, whether the project for IN N, I `\ , IN NEW CONCRETE FOOTING AND FOUNDATION 'N IN, 'N \X NX X INN, \ " X N' \ NNIN X IN, IN IN. N, \N IN INI NN N` IN IN, X NNNI ITc (3� NEW CONCRETE SLAB ON GRADE connection with this project and none of the above may be " n\\ \\\\\\ \ NNN INN N, IN NN' I INNN, N, N\ \1 >\ \NNN�\ NNIN'. disclosed or given to or used by any person, firm, or ,\ N, NN, NNA corporation for any use or purpose whatsoever, except upon `NN \ N, IN WOOD SLAT SCREEN W/ ACCESS DOOR FOR N, OUTDOOR STORAGE N, the written permission and direction of studio Cicetti architect 0 IN. N, I, IN, NN 7 7 NNN IN N, `NNN, NNIN NEW WOOD STEPS PC. ``NN N\ N, IN, IN, IN ININ IN IN, IN, NN NNNI III BE NNN -'I IN NEW STEPPING STONE PATHWAY, TBD. NN N, NN, NNNI no. date submission NI N\ NNN,N, NIN IN,NNNIN IN NEW STEEL POSTS WITH FOOTINGS FOR NNN N\ NNN , NNNNN IN No NNNN IN, IN, FIRST FLOOR TERRACE EXTENSION IN, N NN ' NNN NNNN \N NNNN N NNNNNN, NN, N IN N, IN, 08.25.2020 ISSUED TO BUILDING DEPARTMENT INNIN\,I I I A NN, N, IN NEW OPENING IN EXISTING WALL. CASING TO NNNN NINN I NN, X\ NN, MATCH EX'G OPENINGS. 10.16.2020 ISSUED TO ZBA IN NNN \ N\IN IN, INN `N N\ IN, I, IN N\\ IN I\ I\INNINI, 06.09.2021 ISSUED TO BUILDING DEPARTMENT IN III, \ N\ EXTENDED PORTION OF FIRST FLOOR DECK. N 'N `N FINISHES AND DETAILS TO MATCH ORIGINAL IN IN NNNN NNNN N, IN NI NI 11'2, DlN.[NG\R00M \N, NNN\N DECK ININ -N, IN INN, IN, IN X x NNN NN, `N \ -7-1 @) NEW ROOF DECK ABOVE EXTENSION. I\ \ \\ \ NN \ \ 'N IN FINISHES AND RAILING TO MATCH EX'G IN I"N N,INN `NNN INN\\\\\ 0 SECOND FLOOR DECK NN NN N, N., IN IN, X\ \\XNNNN NN NINNN I\\ \ `NN\\\ \N\ I, \\ I, @ NEW WOOD WALKWAY NN INNN NN\ I NN N, N, NN NN I, I \\ r- 7 U NN�IN I \N1 N N, NN, I INNIN NNN\ \� I \ NN N N' IN, NN,N% ` 05 STAIR\ 12, \NNN\ NNN NN, NNNN NN N, NN ININ, IN, N IN NINN NNN I, NN IN (ZD IN N\ NNINN \N \\\ N NNNN \ I N\ NN, NNNN \ `N A-3097 IN,N` \N I"\ 'IN NNN, IN, I IN IN, NNN N, NN N NN, IN NN NN, NNN \ IN IN, N \N\NNN IN N, UIN IN IN IN N \NNN , \N NNN N\ NN, NNNI \ N\ NN N\ NN\N\ -NNN NN IN NNIN N, IN NN IN, IN NN. NNNI "N Alr r r r r NNN IN,N, NN, NNN N \1 IN, IN IN I FE1 NIN N N\ \ \ N` CiD NN NN IN, IN \I N, UO NNN -02 INN \N\NIN \N- N I I \ IN I, N, IN. IN \ N, NN\ N IN, IN NN, \ INN NINX IN -N IN NNINNI N, N,N IN X - N_ IN, IN\;�\�. 0 NN ' \ NN '\, 'CJ P \ \ \N NN IN N."NN N, gar rl IN, IN, N, I NN,IN. IN, IN 7-1 NN. N, IN, ININ NINN NN N, N\\ '%A-30 NN, Ve N\ `NN 'INN L NNNN`N-N\ N IN, 'N NNN\ NN NN NNN, N, IN, NN N` II INN N, INNN NNI `N INN 1101 ENTRY IN L IN, `NN 102 HALLWA LEGEND: NNN NN, NNIN,, I "N' N`I'\'\ . NNNI NN, `NN IN NNIN -.�, \ \ \ 4 IN N, IN, 0 - . IN . I 0 — \ \ I IN N, IN, 03 POWDER CIVIL ENGINEER VINCENT GAUDIELLO, PE IN, N, IN IN, N . IN IN 'N INN IN D NNIN 1`N IN IN, EXISTING WALLS U 71 INN, NNN. N RY NIN N, `NN N. IN 860 MONTAUK HIGHWAY NNTHE RAYNOR GROUP P.E. & L.S. PLLC N.. \N ,\ NNNNN , IN, IN, NN INN, WATER MILL, NEW YORK 11976 631-726-7600 TUP IN IN N`Nr INN LAUNDRY R(qN� NN, N, 104 DNEW WALLS ENGINEER NINO D'ANTONIO, PE NNNN, IN 11IN, NN 1 NNN, MEP \ IN, NNN NN, IN,I� INX I NN N, \ III\ 1106 BEDROOM D'ANTONIO CONSULTING ENGINEERS NNN, LINE DELINEATING EXTENT 30 W. WAUKENA AVENUE IN DE, NY 11572 516.594.4284 t \,, \ \�- NN, N' NN.�L NNN NN IN, N, IN N, �\N I I - OF SCOPE OCEANSIDE NNr IN NN. N, IN I 11\ H IN, , \ , \\N NN NNI, NNNI NN N, 'NN N, L N, N, IN NN STRUCTURAL ENGINEER NNN, N\ INN X N\NN,N\ "N Tu P IN, I IN, IN, NNI NNNN 1123 IWALKWAY EVAN AKSELRAD, PE 111,7 [M U D bom\\\ \\\Nx'\ `x\NNN\,\\ -\ IN. IN. r-J 16 JAY STREET FI-3 N, 1107 BATHROOM NEW YORK, NY 10013 IN I NIN IN IN INNN 917.689-0301 IN NNN N \\\ \\\,\ 14\ 1 NN, N,, N IN NIN NNNN�\< IN, IN, NNI IN, NNNI NN NN NIN NN, IN FILING CONSULTANT INN IN, N\ IN. `NN \ \``\4 — (LO7) SUFFOLK ENVIRONMENTAL CONSULTING \ N\\ IN, NNN\ NNN IN \ I I NN, IN NIN 'N, N, N\' N, IN 2322 MONTAUK HWY, IN I IN `N IN,NNNN \ BRIDGEHAMPTON, NY 11932 631 .537 IN N', N .5160 IN, NNNI X NNNN I IN NN IN IN IN, IN, NNN IN. studio civet architect pc IN, 'N F77 N", NNINN N, INN I N"N N`N, IN\, NN, N, N NNNN N,%IN. IN,\ N, N' NNN IN 1\ N ', INNIN 172 beard street, brooklyn, ny 11231 718.875.1460 IN N, N' NNN \ \ 11 \ \ \\\ NN NI NIN NNN IN , \ "IN, X \\,— \ \ '\ 54 project: IN I IN IN NNIN I', IN NN X 1105 BATHROOM IN, 'N' AKSELRAD RESIDENCE I, NN NINE,11- \ - \\N`N " \ NN, \ \, I ti 9TGAR.AGE\1 \\ NIN '`'`\ NN NNNIN, 'N \q1 \ IN\ INI, 'NN N\ 'I NN NN I NNIN N, N, NI I\ " -,,\, N, IN I IN, INN I, I \ \ N, `NN INN NN: NIN IN, N\ N` \ I N, NN I III NIN 7 INN IN INNN `NNN N, N NNNNINNNN��\' "N' IN N, NIN 4125 Nassau Point Rd., Cutchogue, NY 11935 ININ NNN I\ IN, NN IN, -DROO \ I " NNNN N IN 1104 IB- N, 'o \ INNN "I I X N, NN N] NNN, N"NN NNIN NN IN, NNNI NNNN IN N\ IN.\ `NN NNI- N IN IN, IN, N,I `N- IN, 0 IN, IN 4'-9" IN, NNN NN \ I NNNN, NN N, N, 'N \N N NN CONSTRUCTION PLAN X N, IN N, NNN N, N N\ —11,;;;..........ipill NN, NNN 'IN -, , NNIN N� N, \"N`N\NNNNN\\NNNIN FIRST FLOOR NN \ \ ,\\ \ \\\ \ NNNN� NNNN \ IN IN, NNN, IN. NINN NN\ INN \I \ r\'EXISTINGN-TO"REMAIN NINNN NNNI IN IN, \N0TNINQ0NTRA IN, N\ NN NNNIN NN IN . . ............ IN 08.25.2020 NN,\ N, fl seal&signature: date: -N, NN\ IN, NN `\oA-201 -2015 N, \ project no.: 07 I. IN, IN, D A NN, NNN AE A N, N, INNIN X --N7 A* checked by: N. IN, N`N1 A t IN, NNN, NN, N, drawn by: NN `N, IVIC .\.\K•.+ io- 7 NN IN, .1, N. \\1INN dr i no.: N, NN. N, 'N\ N' N, \I\*..-49V n `NNN IN -C STRUCTION PLAN FIRST FLOOR V 4 N NIN, SCALE: 1/4"=V-0 % NN NNN NN, < NNNI NNIN v Z N` I, N�- `NN IN N NNN A ' 1 01 . 00 N, IN\ IN �X. A NIN 'N % IN, IN, % IN NN' N`� NNNN NNNN� x E, Y, X\\ NNNN, x ,-"3. NNI, NNN, III I, NOR `N NN, TH OF N cad file no.: N IN, IN NN V. NNN ' \\ININ N; % N\ NNN NNIN \N NNN A IN. \ '\ \1NNNNN \N NIN @copyright studio Cicetti architect pc L F \ \ \ \ \ `a NN, \ \ \ \ \ \ \ \ \ \ a \\ \ ° \! \ \` \ \ \ \ °`\ foo \,\ \ \ \ ` ` \ ° \ `'ay ` \ \ \ \ \\ \ \\ \ \\ \ \\ \ \\ \ \ \ \ \ \ \\ ! \ \ !. \`\°'\ \� "\\\\. \ \, \` `\L`\\ ♦°\,\ \` \`\, \\� general note: °\ o NN ` ° CONSTRUCTION TON NOTES: all drawings, specifications, plans, Ideas, arrangements, and designs represented or referred to are the property of and \ `\\\ \! °\ \o °o `\\ ° \, °\ °\ \ \ °� \�\ owned by studio Cicetti architect pc, whether the project for \ ° °\ °`\ �° °\.° °\ \ \ \� \ `,\ `` \ o \ �° \ °\ \\ \ \ �` o NEW CONCRETE FOOTING AND FOUNDATION which the are prepared is executed or not. the are created \ \ ° `, \ `\ \ °\ °\ . \ °\ 4 ° \ XIN'N�N\ evolved, developed, and produced sole) for use on and in \ ` ° \ `` \\ \ \ \ �\ \ \ \ \ \ \ \ `\ ` \ \ N E Y\ N, \ \ e °\ ti \ 2 W CONCRETE SLAB ON GRADE connection with thI rs project and none of the above may be \\ \ \ '` \ \ o °`\ ° disclosed or given r \ °°`N \\ \ , \,\ \ \ \\ ° \ \\ ° \ \°� \ •� °\ \ `\ g e too used by any person, firm, or \, \° \ \ \, �\ \ °� \ `� \! \ �°°\ \\ \ o ° \ o \, 3 WOOD SLAT SCREEN W/ ACCESS DOOR FOR corporation for an use or purpose whatsoever, except upon ° °� ` \ \ OUTDOOR STORAGE \"N N\\\\ \1 \\ the written permission and direction of studio Cicetti architect ` \ � \ \ \ °�° ,. �\ \ \ \\\ \\ \ o \ O \ \, \ \ ° ,°\ \ \ \ ® NEW WOOD STEPS N, ��`\ �'° ° \° \ o\ \,\ \\ \ \ \\ \\ \\\N \ \\ \ \°°\ \��\ \° `\ \ \\ °° \� \� `\° \ \� O5 NEW STEPPING STONE PATHWAY, TBD. no. date submission \ °\ °. \ \ \ \ \ \ \ \ \ \ \ \! �° \�`\ \ \ �\°\, \ ` \° �\ \ \ ° \ ` \ `° \° ° , \ 6 NEW STEEL POSTS WITH FOOTINGS FOR �! ° '�°\ ° \\ \ \ \� \ \ ° \ \` °\ \ \\ \ °\, � � ��\\ FIRST FLOOR TERRACE EXTENSION \ � �\ �''\ \,, \,! °\\°°, \, '\ \, `, �°`\ \ 19 ERRACE \ ` \ \ `\� °`. °°\ \ '\, \ � \ \� - \ o `\ o `\ ' \ \ `\\°,, '\ `\ \ \ \ ° \` e �'\ '\ °\ \ \ \°'\ \ 1 08.25.2020 ISSUED TO BUILDING DEPARTMENT °\ \ °\ ` \ ` NEW OPENING IN EXISTING WALL. CASING TO \ \° \ \ \ \ \ \ ° ,NX ° .° °\ \ `° \ \\ \ \ \ \� a\ °\ �o MATCH EX G OPENINGS. 10.16.2020 ISSUED TO ZBA \`\ , •\ \ ° .! `\ \, \ \ ° \ `\\ \ \`, N. \ \ \, \ \. ` \°� \ \`° bT'IN'CONTRACT` EXTENDED PORTION OF FIRST F 06.09.2021 ISSUED T \ \ \ \�\ `\ \ \ 8 FLOOR DECK. 0 BUILDING DEPARTMENT \\ \ \ �\ \\ °\, \ \ \ \° \ `\\ \\ ,\ \° \ ° o\ ° !\°\ \\ \ ° FINISHES AND DETAILS TO MATCH ORIGINAL \ .\ ''°.°�``\� \ o \\ , \ \\ �`\°°,, `\, °\ `�, \``, �`\, �\ EXISTING TO REMAINt" DECK \ ` \ \ \ \ \ \, \ \ \ \ � \ \ �\ `, \\ \ a \� �'\ \ �\ \ \ \ \ \ \ \ `\� \`o, \, \ ` \°\\ ° \ \ \ `` \ ° ` °\ NEW ROOF DECK ABOVE EXTENSION. \ �\ ! � \ \ \ \ �, `! \ '= \` \\ `\ --r \ y \, o FINISHES AND RAILING TO MATCH EX'G NN, Eli] \ \ °. -° °.. SECOND FLOOR DECK \ ,\ \ \� `\\ `° \ \ \ \ . \\ \ \ \`\� \ `�, \ �\ \ ' ``� \ .° \° \ \ \ \' \ 10 NEW WOOD WALKWAY `NN, \N \ o \ N, \ \ `\ \ \\\ \ \ °\ \\\\ �\ \ \ .° \ \\ `\ \ \ \ N, \ \° \ \ \ \ \ \ 1 \ \ NN N, \ `, \` \ \ \ \ ` °4 \ \ \ \ �O ° \ \ X . ,N\ NNN X\N. ° \ \\ °\ \ \ ° \ `o \° 09 MASTNN , \\°\ \ \ °\ \ \ \,\ `° °,N °` °° A-300 \ \ \ `\ \\\ \\ \ `\ °\ NNN \\ ER BEDROOM \ ` \ \ \ °\\ \ \! ` \ N, N `\ o \ `\ \ \ \.\ \ \. \. N\'\ \ 11 MASTER BATHROOM ° °°\� °\, `\ \ �. \ �\, N. � `� \ �\ °\ \ \, C6 BEDR201) OOM \, \\\\\ \ O ` °\ \ ' °' `° \ \ \ °\ N\ \ \ \\ \ \ \ \\ °\ S \ , \�N \ NNN NN, \ N\ \ \ °\ \ `\ °\ `\ �`\\ \ °\ O°\,° \,\\ °\ ` \, \ \ \ \\\° \\ \ \ `\\ \ \-N \ \ ° \ ° `\ ` ° \\ \ \ \ ° ` \ \° °o\ \ ° \ I •\ °\ \ \ \ \ \ \ N' N, Xl\ N\ NN\ N, NN' N, NN, N N. N N\ \ \1 \ \ ° ` \ \ \\ ` \N, \ �\ -\\ ` ` \ o°\ \ \ \ `\\ `�° \ \ \ \ \ ,N. \ \ 4 \ °` \ -0 \ \\ \ \ \ \, \ .\ \, \ -a \ \ \ \ \ \ \ \ \N N\ \ N, \ \ \ \\ \ \ °�, �`\ \, '\ \ °\ \ \\!\\ \ \\ �\ \\ \\\ \ \ \ `\ °\ \\ \ \ \ \ \ \\\ �°\ \NN, ,. ��\ \ \ \ \\ o, \, \ \ \ \\ \ A-300 °� \ \ °'•, 08 ESTIBULE \ V. \\! \, ° o\ \\°\� °� \ 01 ALLWAY \°\, \ °\ \ \ '\ ` ° \ °\ �\°\ \\ \\ . W:1.C. ° °\ \ \ ` \ `\ `° ` \ \\ °\° \° \ \\ \ ° \\ \\\ 02 UNDRY\ROOM LEGEND: \ \! \\\ \ \ \ \ \\ o° \°`\ \\ \ \\ \\ N CIVIL ENGINEER VINCENT GAUDIELLO, PE °\ \ `\ \ \ ` \\ \ \, \ °\ \ \ o \ °\ \\ y, o\\ EXISTING WALLS THE RAYNOR GROUP, P.E. & L.S. PLLC \ \ o\\\\ \ �� \. `\ \\ ,\ \ ,\ \ \ \. `\ \,� \ \,\ ,� \ \!! \� '° '+`, 4. ,\\°. `�` `\ \ \\, ',� w \ ',. \\, 1 \\ s, \\ \ \ ! \ \ <r- 1 \ `\ \° \ \ \\ \\`� \ \ \ \ \ \, \\\\ \ ° `. 860 MONTAUK HIGHWAY "N NN,\ '\ \ \ \ °\. \ , ` \ \\ \\t !\ \ '\ \ ° \ '`• `\ \ °\ \ \ \ \ \ \ `\ \ WATER MILL, NEW YORK 11976 631-726-7600 \ ! °\, ° ` \\ \`\ `\ `. \ \. \ \ \ 120 STAI ``. i \ \ \ \ \\ °\ `\ \ \ `\`\, ° A-200 o\ \ \o \\ \. . \\ \ \, \ ° \ \ '\ \ \ \ o `\\ \ \ \ \.°\ \. � \ °\ •� \\ \\ \\ \ \\`\ `\ NEW WALLS - ° ° �\ \ \ ` `° \\ \ \ '` `� �\ \ a, �\ , \ \ °\ \ °\. \ \ \\ \ °` \ `\ °\ ` \ `°\ \ ° \ MEP ENGINEER NINO D'ANTONIO PE \. ` \ \ ` OPEN 0`BELON� \ \ \ \\. ` `\ \ ° \ ° °\ \\ \, ,� .. \ ' `\ \ \°°\ \\ ` \, ` °\ \ D'ANTONIO CONSULTING ENGINEERS \ \ \\ �` \, \ \ \\ \ \\ \� \ �`, °\\ o \° \ \' \` `, °o� \! ` °; \! \ `e \ \ ``\ ! \ `\ \ °\ \� , \ \ \. `\ \ \ \, \ LINE DELINEATING EXTENT 30 W. WAUKENA AVENUE \ \\ \ ,\ ` \\ \ \ \ \\ \ \ ° \ `\ \ \ \. ` ° °\, \°\ \\ \\, \ °\ \..- `, OF SCOPE OCEAN ° \ \\ \ \\ \`\\\`` \\ \\ ' \ \^ \\, \ \ , \ \ \ SIDE, NY 11572 516.594.4284 \ \\ \` \\ \ \\ '\, °\ �\ \ \ \ ` \ ° \\ \ `\, ``\ 04 ATHR OM `\ 9 \ \ ° `\ \ \, \ \ \ \, \°\ '\ STRUCTURAL ENGINEER \ \ \ '\ � \ \",�! °\ •,. °\I '\,° � \ '\ •\ ``. \ \, \ `\. t\.. \a .�' \J\. \. \ '41\ ° '\ \ o \. \ \ \ ,`\,\ ,�`\ t\\ EVAN AKSELRAD, PE \ \ � \�\` \ \ !�.\ °`\\°\o\\ NN, \ \\ o, \� \`°\: \ \ °. \°\ . \. \ '\ o '\. \ \ \\°"\\ ,!\! \ , \ °4 °\ '\ �- '' ,\ ' ° �\, 16 JAY STREET FL3 \ \ °\ `,�\ ,°� `\ \ \ moo, ° °�\ \\. `\ ` \ \ \ �°\ °\°\ \ ` , \�`� \\°° \`\ NEW YORK, NY 10013 917.689.0301 \ \°\ \\\ \ ` \ \ \ \ \\ \ \ J \ \ \ \ \\ `•! \ \ \\ \\ e \ \ \ \ \ \ \ \\ ° ' , \`� \\ o \'\, °o°\\\\ \ \ ,° O�\ �\ \\` \` \ i o\ `\ \ \, \\ \ \� e\ ° ! 'N \\ ``` \\ ° FILING CONSULTANT \� o \\ "\ \ \ °\ \ °\, \ \� \` \ �\ \ \ \\\ \ °\ �°\ o `o \ \ `\ \°\\ °\\ °\ \\\ \ SUFFOLK ENVIRONMENTAL CONSULTING \ \ o ° `\ \ ., ; , \ \ \ \�\ \\ \ \\ \ ° \ � \ ° \ \°° \ 2322 MONTA K HWY N x ° \ \ ! \ NN, \ \\o, \ 1\ 'N \\ ;` \ ° \\ BRIDGEHAMPTON, NY 11932 631 .537-5160 \ I \, � ` 13` ER.W.I.C. \ .°\\\ \ \\ \ ` `\ °\\�\ \\\ \\a \ \\\ \ \ °\ \ \\ \ ° \ ` \ \ \° \ \\° \\ \ \\`\ \ \,�°o \, �\ \,`� o, '\ \ \ate\ \\N, °`\\. \\ studio cicetti architect pc \,°\ , \ \ \ \ \ \ , ' \ \ \ \ \ \ \ \\ \ \ \ O \.\ \. 172 beard street, Brooklyn, ny 11231 718.875.1460 '\ J\ \ \ \ \ \\ �, \ '\ �\ \ \\ \\ \,\`\ \ \ \ project: . \ \ 'NN . \ ` \a • �.`�\ \ �`°\°\! \ �, . , °, `�\ \ \� �., AKSELRAD RESIDENCE \ �' \\ \, ° \ ° \ `\ \°� \, ', `. 03 EDROOM. \ \ NNN XN \77 NI \ \ �°\ '\, °\ \� ° ° \ \, \ \, °\ o \ °. e \,NN, \ `\ \,°\ 4125 Nassau Point Rd., Cutcho ue NY 11935 \\ BATHROOM \ \ \ \ N \`\\ \ \ \ `\ `\ \" \`\ �`°, NN, \ \ `��, CONSTRUCTION PLAN \may �' "4 IN \ ', \,. �• \, '' 4*�\\\ \ \ \ \ `\\ ° \ `\, `� ° \ ° \`° \—�\ . \ \`\\ SECOND FLOO R NN, ` \ \ \°\ \°\\ N`` \ \\\. \\, \o \ \ \ \ \, \ \� \ '' \` ` \ \ �`\ ` \ ```• \ �. seal&signature: 08.25.202 \ \ \ '\! '. \, \, \, \\ \\ °\, date: 0 \, \ NOT, IN CONTRACT \ project07-2015 \ \\\\ \ °\ \ \ p i \ \ `, \ `\ ° ` - \ \ \ \. ��K Rc drawn by: AE \ °\ \ \\\. \`\, °�. �, `\ O\REMAIN\ �, ` \\ \ \ \ °\, °\\°\ \, \\ \ \ �\ \°°\°\ \o\ \ \ °\ \\ `\\ \\ ,\ \ \,� \°\EXI STING T, \ ,5 ysa c, r \ \, °\, \• \ \ \ ` �! \ \ ° `\ \\ ° ` ° `\ °\ \ \\, ~\ \\� '10I checked checked by: MC \\ \ \ \°� \°\° \ ° \ CO STRUCTION PLAN, SEUONb FL OR,`\ o °\ \. \, \ \ \ \ `\ \ \ \ \ \ °\ r I \ SCALE:,i/4'=1�-0` \\ \ \ � ' \ \ \ \ \ \ \\ \ \ \ \\ �\ \\\ � ` \ \� \ \ \\ \�°\ \ \� �\ \� �, `. \, °, `e `\ A ' 1 02 . 00 NN, V N \N, NORTH \\ °' ° �°\,° \ °\ \. ti \\ `\ `\`\ \ y° \ \ \ °\ \ ` °'\ QF N cad file no.: NN N\ NN, N, \ \ °\ \ \ \ °\ \ \ O �\ ©copyright studio Cicetti architect c p L_ J F 7 general note: CONSTRUCTION NOTES: all drawings, specifications, plans, ideas, arrangements, and ,' \ \ ' \' \\.\,�'\.� \ \ \\ \ \, \ \, \\ \ \\ \ ' \ \\., i'\,N, N, .. ` \ \ '\, \, * `,' `\ \,\ \ , , ` ` \ \ II designs represented or referred to are the property of and \ ` \`\, \ \ \\ \` \q\\ \L \, \\ \ \\\`\ ',\. \\\\ \ \, �, \\\ '\\ ,\ \ ,\ \ \\` `\ \ \\ \ ` \\" \ \ \ \\ \\` \`\ \ \' \\\\\\ \ \ ``\ \` \ '`\ `\ \\\ \ owned by studio Cicetti architect pc, whether the project for \ `\ \\\ \\ \\ °. \ \ '\ ` ` \ �\ \ \ `` \° \\\ N. `\ < \ \ ` \ �°\ `\ `` \\' \\ \\�\\\ \ \N \ \ \ \\ �\ \ \ \ \`\ \ \ \ \\ \ \ `4 `\z ` NEW CONCRETE FOOTING AND FOUNDATION which they are prepared is executed or not. the are created \\. \, \ \ \ \ `\ `\ `\ ` \ ', \ \ \\. \\ \ `\ \ \'\.. evolved develo ed an r'\\ \ \ \ \" \\''\\ \ `\ `\ \�\\\'\\ \ \\\\\\ \ \\ \ \ \ \ \ \ '\\ \L\\\ \ `\ \ \ \\ \ p d produced solely for use on and in \ ``\ \�\\�� \ \ \\ `• � \\ \L \ ` ` ` \ \\ \`' `\ \\ \ \ \� \\ \ \ \\ \\, �\ 2 NEW CONCRETE SLAB ON GRADE connection with this r \ \ \\\ \ \\ \ \ \j \\ \ \ \ \ `�\\`\ .\\\\ \\`\\ \ \\ \ \ \\ \\ \\ t ,\ 4\ \ \\\, ` \\\\ \ \4 �'•\\\4\\�\ \ �\ \\ \\ O s p oject and none of the above may be \\\ \ \ \ \\ \ \`\ \\\, , \\\\� \ °\ \ \ \ \\, `\``\ \ , \, \ \ a \ \\ \ \ \ \ disclosed or given to or used by any person, firm, or ` \ \ -\ �` \\ \ \, \\\ \ \ \ \ \ `\ l \ `\ \\ \ \\ \` \ \ `\ \ s `\ 3 WOOD SLAT SCREEN W ACCESS DO °\ \\ \\ `\\ \\ , \\\ \\ \ \\ \ �\ \\ \ \ \\ \ \\ \\ \\ \ \ \ `\ \\`\\�\ `\\ \ \ \ \ \ O / OR FOR corporation for any use or purpose whatsoever, except upon \ \ \ \ \ . , \ \ \ .�\ \\\ \NN\\ \\ �\ \ \ : \ \ \\♦ \\'\ \, ' �° \�°\\ \ \ OUTDOOR STORAGE the written permission and direction of studio Cicetti architect \ \ p \ \ `\ \\ \ \\ \'NN � \ \\\I'\\�`\ \ \ \` \,`, \\ \ \''\ '\\ ,\ \\\\\ \\ \ \ \\ \\\\ \ \\~ \ ;\ \ \\\ .\\ \ ,\ \\ \\\\\o \ \\\ \, `\, \ ® NEW WOOD STEPS NNN N\�, \ 4 \. \ \, L \ ` \ ,, \\ \ \. \ \\ \ \ \ \\ \'\\\ �\`\\ . \• ♦ \ \ \," \\" \ \, \\\\\\ \ \ \\\\ \ �'\ ,\ NN, `\ \ \ O5 NEW STEPPING STONE PATHWAY, TBD. no. date`NN \ \\ '" \` \\\ \\ \ i\ \\ \ \\ \ \`\ `\\ \ \ `\, `\ \ \, `\ \ \ \ '\ \\`\, , \ \ \ \ \ \\ \\,\°\ \ \\ \ \ submission NN \ �\ \ \\N\\\\ \ \, \ \ \ \ \ \ \ \ \ \ L\\ \\'\ \��\\ `\ \\s e `\\ \ \ \\ \` \ `\ \, \\ `\ \ \ `\\�\ \ \ , \\ \ © NEW STEEL POSTS WITH FOOTINGS FOR \ \\ \\ \ \\ `\ \, \ \�\ \ \ \ \ \ \ \ `\ \ \ \ N. \ \\ `\ °, \e \�\\ `\ �\\ ' \ ` \ \ \, \ \ `\ \ \ \ FIRST FLOOR TERRACE EXTENSION \ \ `\ \ \ \ \\\ \ \ \ \ \ \ \ `\ \ \\ \�`y \ \\\ \ ' \ \ `\ \ \ \ \ \ \ \ \ \\ \ \ \ \\\ \ \\'`\ \\'\\ \ \ \\\\ \\\ \ \\ \°\\ \ \ \`\\ \ \\\\ \ \\�\ \\\ \ \\ \ \ \ ` �\ \ \\ \ \ \ \\, \ 08.25.2020 ISSUED TO BUILDING DEPARTMENT \ \ N, \\` \ \` '\ \\\ \\. \ `\ \\ \, \\ \° \, \ \. \ \\ NN, `\\\ \ \ \. \\ \ \\\ 1 O7 NEW OPENING IN EXISTING WALL. CASING TO \\ \ \ \ \ \\` \ \ \ \�\ \ \ `\ NN.`\ \ \ \ \ \. \ \ \ \ \ \ \ �`\ \ \ \\\ NN \ 1 \ A-201 MATCH EX G OPENINGS. 10.16.2020 ISSUED TO ZBA \, `\ \ \ \ �\ \ \` `\ \ e y `\ �\ \` \ \`\ \. \ `\ \\.\ \�\,�� \\°\ \ °. ` \ \\\.�• �\ \ °\ \ \ \, \ \ \ \ `\• \ ` \ ` \ \ \\ \ \ \ \\'\ \ \ L ``" ` \\ \ NO�N CO TRACT\\, ® EXTENDED PORTION OF FIRST FLOOR DECK. 06.09,2021 ISSUED TO BUILDING DEPARTMENT \ \\ \ \` \ \ \ \ \ \` \, \ \ \ \�` \\ `` `NN1 \ �° \�.\ \ \ FINISHES AND DETAILS TO MATCH ORIGINAL \ \ '�\� `\ N, \` \ \ `. \. \ '\ \ \ \ �\ �\ \\ �\ ` EXISTING.TO `REMAIN DECK \ \\,� \\ \ \ \ `\ \\`` \\\ \ \ \ �\ \\ `\ \ l\ \ \ \\ �\ \ \ ``\ \ \\ \�\\\ \\ \ \ \ i \\\ \ \ °\ \\ . 0. 11 \ ", \,\\ \°\ \\ \ \ \\°`.,. `:, '\ `\ `\. \, ,\'\ \ a. ``\ \ \, °,11 `\ \\\ \. \ '\, `\ -, `\, `\ \�\ \L. \\, \\, `\ \ \ \+.. \ \\ ,. \\._ `\ '\. \ \ \ \\' \ \ \ \� \� \\\ `\`\\\ '\, N ,\ O9 NEW ROOF DECK ABOVE EXTENSION. \ \ \` \ \ FINISHES AND RAILING TO MATCH EX'G \ \\ \ \ " . \ \.:\t .:\\ <\•:' \: \ L` 4 N .\ \ % \ \\ \ \ ' SECOND FLOOR DECK '` \. ' - \. \ -' .;,\ tic;...\.,:. ,°. .\. :;N \ :`\ \.. ` •'� \ � : \• \- \ :\•. \ �. \; t':'\' :\ '\. L' \ .� \ \ ..'� '\. ;. '. \ \ ! •ti •, : :\t :\ '1..L. a \' `°\. �• \�: \ \ `\ \ \ \ \V NEW WOOD WAL WAY \ \.. •.�:• .�", �`'\•. ,° ;• `.,'\'• \,� ,,. \, s4. t•. Ory .,ti °.`>'. ,. \^ \ \ °\ \ '\\ \ \ ',,, 0 K \ •,'. .L. :°w' � ',}. ,,'.'\\' �• °� \' 4, ',;'. tee.'.L\..; y .>.. .':ti h:. \, \ \` '�`\ \' :''t:.\'.. L, \ i, ,,\ .\ \ '\."•V":.�. \ ' \ 4 \` \ 'N' `` '` \ \ `. ,, 11♦ \'\ L °0 1\ \ ` \. ,\ '\ 'L. °\ \ `\ Lp '\ `\° \ \' \. \'+ \\. \ "\ \ L. \ \ \ 1 \ \ "\ `\\ \ \\ `'< '\ \ "\ •\ °L �\ `\. ``' \ `\ \.` \ `O \'' \.. '.L;• % `'\\ \ \ \ \ \\ \\ \\! `L \ `\ \\ 1,\ \\ ,,, '\ \ \\'`\\ y\ \ \\ \ L \ `\ \\ \\ ",\ \ \ \ `\\ \ \ \\ `\ '\ °\ \\ \ \\ \\ \ "\ \ L \\ N, \ \ \`°\ \ \ \\ \ `•\; \..1,, .\'..\,: \° \ \ \\\ \\ '\ \ \ ,. '\ \\. ° °\ \ \\ \ \\ \ \ \ \! \ ` \ \ \ \!e' \\ \ \, °\ ` \L \ \ \� \ \ , \ `\ \, \. \ \ \ `\ \ \\ L ,, \ \ \,\`\ \\ \ °\ \\ \ "\ ° . \ \ \ \ \ ` \NN -' ,' ,\-\ \ N, \\ 'N, \ \ \ \ \ \N NN, \\�'N" "\ 'I, 'N' ',\. \ \ , '\1\1 \\\ N\ \N, "NN,\, \\-\,.-NN, \' NN, N,\ 'NN \ '\ N, " \ NN, 'N, NN,`N\ \ 'N '\\ 11 " \ ,\ \\\ , r2 N. N NN \ ' \\ NN, \' \ , `\ 4, `'` \, NN,'`�`,, \°\ \\ \ L4 `\ ``,,4'.L,`� \,, \\N\\ \o \, !\ ,\\ `\ \ \ \ \\`\ "\\ \` °\ \\ \' \. \. \, \ `\ \ 'L \, ,, \ \ 5\, \\ \.; \\ \ \6 \. \ °`•`\"'N ,\ \, `\ '\\ \, ,,\ \\\ \\ "\', `\\' .\ .\ ,\\ ,:,.• ,' :`. : A-300 \ °'\ \\ \1111N a \ \ 4 \ \ \ \ \ \ \ \ \ \ \ \ N. X \ ° \, \, \' \L\ "\ a \ \ \\ ` \ \ "� `\, \ \ \ \11 T\ '+ , \", , \ \ \\ 1 \•\ \` \ \\ \ °\ \ \ , \ \\ \\ \\ \\ \\ \`\\\ \\\ \ ,\ ° \ \ \ \ \ \ \\\ ,,,\ \\ \\ `\ \ \ \ °„, 1, 'N \.'N. N,\ •'\''- -:`,\ ' ' \, . .\ .., . *” \\.\ \ , ". ' \ \, \\ \ \\ \\ \ \N. \ \ \ \ \ \ \\ \ `\ \\ \\ \\ \ \11\\ \ \ \ \ L \, \ `, \ \ \\ +\ I ,N` \ \ \\"\ \ ,\ \. \ \\ L♦ \ \ \ \ `\ \ " \,\ I \ \, \ 4 . ..\. N .. ' . .. ,.... NN, ' . ' , \ \ \ � I \ ` \ ' \\\\\ \\ \ 1.' . \\ \! \ \ \ \"\\ \ \ \ \ `\, \\ °\ \\\\ \ L \ \\ \\'\'\ , \ ` \' ,\ \\ \,~\\` \� °♦ \\ ,\ \\, \, \\\ \ \ \ \L \ \ L 1, \`\ \ ` '\ \ \\'\ \ �„ L\,\'`\ \\ \\ \\ \ \ \\ `\ ' '; tl .' .:.. `\ \ ' N, \ \ "\ \ ,. \ \ , \ \ \ \ \ \ \ \ \ \ \ \\ \ \_ \ \ \, \ \ \ \, ` \ ° \ ` \, \ \ \ ° \ \ \ \ \ \ \ \ \ `., °., \ ` \ \, L, �`\ `\ ! '\ \ \ , \\ ,\ \ \ \ \ N\ ,\\\\\\" \ \ N, \, \ 4 , \, , \ \, \' \ \ \` .••. '\;,'•' \ '\ \\ \'\, \ °°\•° ` \\*, , \ \, \ \ \\ ;\ ! \ '\ `m\\ a\ \ \ `\ \a > \ \ \ \ \ \ \\ \ \ '"\\ \ \ \' \ \ \ \, y \\, '.,\ \ \ \\ \\♦ ,\ \ \\\, \'\\`\ \, \ \\ \ \ :'°, °'' ° ~\ '' \ \, \ \ \,: \ \ \`\ \ \,," \y \ \ \ ,\ \\ \, \ \, °` \",. ,,\ °\ '`!, ,, ! \\,`\ ,a \\ 1' \4,`'.\ \, ,.,4 \\ \. \• °`'. \ `\ \, `\ `, \s `'\ `\ \ '`\ ', , \, 1 "\ '\\ `e\` ''\ \ \ \ `\ `\,-\ \\ •`�'` ,x"'*.. .\.,. ~ ." \ ``\, \, \ \\ \, ! \ ,\ `°`\ \, `, y\ \° '^ \ \. ``e \` \ L \ \ \ 'v \, \\ ` \ \ \ \ \. \\ \^ \ *. \ \\ .\\,� '\. \ \. �', \\ \ \\ \ \ \.\ \0. `\\,\\\ `\ \, \\,1 \ \,\ \\ ",,\ \ \ `\ � .: - .\,..:\;'.\:.` . \\ 1 \ \\ \ `\ \NNN\\ , \\ \ \\\ \, \\ \R'\ \` ` \\,`, `\' `\ \+\ \ °+\ L\\\' \` \\ `!, '\\ `"\ `\ \ \\ '\ 4"'N \` \ \ \ \ \ `\ \ \ \ ` ° \ \\ \ `` \°,\ \` '\ \ \ `'\ \ \ \ `\\ \\` . \1. ` 1 \ 1 .111. NN, N. \. '. 1, -.1. 'NN \\ \' \ `\ \ \ \ \ `\ \ ° \ `\ ',.,\ \ \\"°s \\ S\ \\\\ \ \ \\ `\ \ \ \\a\\ `,\ \\ \,\ \" \ \ \ \ "' `\ \ --[� \ '\ \ \ "\ \\ \\ \ \ °\ ` '\ \\ \, \ \ °\ \ \ \\ \ \ \ ,1. \\ \ \,, \. \" \ :.`'' '•:\':...•\:'""'. \\ \ \ \ \ e \ \\ \ \ \ \. `\ \ , \ \ \ , ,N \ "\ \ \ `\ \ \ \ \ \" 0000 \ \ \ \,`\ `\ `.\ \ \\ ,\ \\ \ \ \ \\\ , \ \\ \ \\ \\ \ \\ ` \, \\ \ \ N. \\ \ \ ;.\ y' \ . 1% \ . . . \ \\ `'\ \ \ \ \• \"'O-\, '° '\ o ° ` \\ '\ •' \ \ \ \ `\, �'`'\, \ \. \ ,\ \ \ ,, `\ ,\ \ .\\ \ `\, `',\ ,\ \\ •\ \ \ ,, "•\ `,\ '\ -\ ,, '.\ ",\ \'\ ,\ ., , ` ,,\ ,\ ',\ ',\ -.\ '°`.\ ',, \N--- , \ ,"`\ \ .�\\:•\\.`:\ ti\,,• :, .. ".1 \ ... \ '\ ' I I 11 1, I \ \ 'N' 1� - ., , , 11 I \ . ;� '�.' .. '-.�\. "\`\\ ', \ "°` '\ ``\. \\ \`\ '\, '\,^`\\ \ `"°\ \ .\ \\ "'q\ \` "\\ \+\ \.0. \\\ "•0. \ '\ `'L \, \ '\\ `\ \ \ ',\ `v "\ , ° ` \, \\ \\ \,y \, '4 '\NN \ \ \ \\ `,,°\\ ,\\ \ °\ \ \ \ .`"' \ \ \\,\'' ''`\ `` \'\•\ 9 . 1. N. \\ \ \ L \ \ \ , ,\ \ \ > \, ° `', \ \ '. o\\, \\ ", \\ \ \ '`\ '\ e \ \\ \ `\\'\ \ ' \ \,\ NN \ °\ \ \ '° \\ \\ N. '\\ \ ", \\ q ` \ \, \\ \,\ '\\ \ '\ `\. '\\ \ \ \ :� '\ : .-\-"."%:'.` \ \\ \\ \\y\"\\\ ` \, "\+,Y\4\'\. "\, '', \\ \ \ R \ \ `a \\ \ "\ \ \ \'4 \. \\ \ , \ \ "\+ \'\ q \ \ ," ,\ ,v. \ N, \ `0 \ \ \ . ,,\ . \\ \ \ m , - \ e y \ ., \, 1 \` \' \ ` L\ `\ \ ° ° \ `\ \ NN \ \ \\ L .,\ \ \ \ \\ \ " \\ `, \ \ \ E \L `°\ `\ \, \ \ \ \ \'\ ,\ \ `\\ \ \ ,\ \ " •\ °,L \ \, ,\ \. ,\ \ , N. \, , \ \\ \ ,; � \ \ \ \ \\ \, ! \ \L a\ \ , L,. \ \ `e \' *., \, \, \• \ \, \'L \ \ \\ \ \ \\ \\ \, '` \ \, \\, `\\ \, "\ \. \ \\ \`\ \ \ \`+ `'\. \ \ \ `\ \. \, \ \, \ \ \ \ " • ''\ '`. `•`'.. ' \, \, ',\ •\ \,, '\ , \ \ , °L \ \ "\ , `'\ \ 4\ \ ` ° \ ', \ , , \ \ \ "` `, w, \ \ \ \ , \,\ \•, `' \ , \\ `\` ,\ \ "\ `\``,\ \ \. \• `:"\ \':\: . A-300 1. \0. ''L '\ \'' `\\ \11+,\,\ ,\ ,\ `, `\ \ `\ '\ `\\,`° \., \,\ \., \.,\ ',\ ,,\\,\\ \ \ \'\ '\\ ``.\ °\\\\ \\ \\\ \\ \`\ ,�,°`"'.� '\'\ \\ \ \ \,•\\, \.\ \\\`\ \ \e``'e,\ ``,`\\`° .\\\ \,\\'.\ \M `\ S',\`''"\ `\\\," \' ;,\ \\\ a\,\` \, °\ \^\ '0\\ \,: `',�; \4'.,`"4, NN , "\ N, \\\ \ \ \. \ 'I \ '\ \ \ \ `\\' \ `\ \ ! \ \ , \ \ \ \ \ '\\. \. \ \ \ \\ \ \ \ \ », \ \ \ \\ \ \ \\ \ \'a \ \ ` \ \\ \\ \\ \\ \\ \ \ `\ \ \,\ .\•' \ •. y `\ \ \ \ \ \ \ , \ \ \ \ \ \ \ \, \ \ \ N. \ \\ \ \ \ \ \ N. :\ LEGEND: \ \\ , \ \\ \ \ \ \ \\ \\ \ \ \\ \ \. \`\ \, \ \, \\ \ ` \ \ \ \\ O \ \ \.. `\ L, \\ '\\ , \ \. \ \ `\ \ `1 \ \, \ \ \" \ \ \ \ \\, \ \ \ \ \- \ \• , .`;... \ `\ \\\ \ \ \\\\ \\ \. \\\\ `, \ \ \ ,�\.\ \ \\ ° \ \ \\ `\ \\`\ \ \\ ,,\ \, \ \\ \ \\ \ `\ `, \\ ,\ \.\`\\ `\ \\ `\ '\\ , \\\ \ , \ \ '`, `\ \\ `\ \ °\ \\ \ \ \ °:\ d CIVIL ENGINEER VINCENTAUDIELLO, PE \\\. \ \ \\ ,\ \ `\`, ` `\,ti`\ \\ , '\ ,` \+ \`\ '\ '°\, `\ \ \ \ \ e '\ L \, `\ `\" \ \ \ \ 4_ \ N. \ \ \` �,\\ \ \ \ \ \ \ "! \ \\ `. ::;.. . \'' -\ '.5 THE RAYNOR GROUP P.E. & L.S. PLLC \ \ \ \ " ` •.' EXISTING WALLS \ \ \ \ ` \ , `\ \ \ '\\ `\ `, \\ ` \ , \ \ \ \ \ \ \ \ \� \ ° \ \, "e,, \\ "\ ° 860 MONTAUK HIGHWAY \ \ \ \ \ \\\ ` \ \ \ \ e \ \ \ \ ' \ \ 'L \ ° \\ \\ \ \ \ `\ , \ \ \ \ o \, \ \ \ \ \ \ , \ '\ \ \, \ \\\ \'' .\ \ \\ `\ " \ \,, \ \ \, \ L, \ \, L , �', `\, \ ! ` '•\.` •„ •\ .. :1 • \ °\ \ \ \ '\ \ \ \ \\ \ \ \ \ \ ` \ \ \ \ \ \ \ \ o N. \ \ \ \ \ !\ , \ N. \ \ , \ \ \ `\ \ O \ \ ` ,.' .y \• ,\ 1 \\ \° \ \\ \\ ,\\. \\M1" \ ,\\ `\ \\ , \\ \ '`\ `\\`\\ \` \ \'\ti\ `\ '\ \\ \\ \, \\ \\ \ \\°\\ ', '\ `\\ \ \, `\ `\\ \\ + `\ \\\ " `\ \ '\ '\ ,\ ,\ \\ \ \ \` '\\N, \ \ \ \\ \\\ -:-\ ,: `♦•° WATER MILL NEW YORK 11976 631-726-7600 \ \\ \ `\ \ , , \\ \ \. \ \ \ \ \ \. \\ ` \ \. \ \ \ '\ '\ \ \ \ , \ \ ` \"\ \ A-200 �\ 11 °°,i, \ \ \\ \ \ \ `'`\ '`\ `� \ \~' \ `\ \ \`\ N. \ \\ \ \ "'\ "\ \. \ \ \ '\ \ �'\ \ \ \'\. \ ',\ \ \\ °\ \ ''\ `,\ \ \"\ \\ \•\ \ \ \q \ \,\ \\ \ `\ \ \`\ \ e `"'\ \, �\ \ :\' \,\`'i NEW WALLS `\ \ \,\\ \+, \, \ y< ``, \•., '\ \ \ \ \ \, \ \ \ \.\ \., \ \, \ \', `\ \ "' \\ \ \ L\. \ `\' \\ \ \ \\ \ \,'\5 \ \ \,, \ \ \ ,, '\ `\\ \ '\ ``, \ \\ `\> "\ \ e' ` ` \ l \' t '\:,. "'\, I ,\\\ \" \\. \ \ \ '\ \ '`\ '" \ \, \,\ \",\ \ `\ \\\� `\ \\\\ \\ ,\ \ '\\ ` \ +.\ \ \` .\ \ ,\ \\`°, '' \, \, e \,\ `\``\\ \, \ \ \ \ `\\ \ \ `\ \ `\ \'\ \ \e N, \\ \ `\\ \\ ,\\ \ ,\ \, ,,ti:•. MEP ENGINEER NINO DANTONIO, PE \\ e \. \N \ .\ \ \\, \" `+ \ \\ ' ,\ e \ \ \\ `\ \ \" •\ L \ \ , \L\\ \. \, \ \. \• \ '\ "\ ` °\ \ \`` `\. a \ \ \\ \ \\ \,, \\ \ e\ \ \\ \ ``\ , `\. \ \ , \\ ::• A:.:�. :\\ DANTONIO CONSULTING ENGINEERS \\. O `\.:.\;>:I :.,. ` \ \\\` \\ 'L v \, `\ ,, " •`,` \ \ .\, \\ , \\ � ,\ \ ' "\ .\ \\ .\ °•\\ ,\ `,\ \ \- ,\ .\ \ a , t .,\ \\ \\ \\ `\ \+ •\ , ,\,` \ \ \ \ \\ •\ ., `•\ \ y \,\ ,0. , \ \ •,, \ \.:. .:. NN `\ \ `'� ''• :\:,, " , \ LINE DELINEATING EXTENT 30 W. WAUKENA AVENUE \`\\ \` \ \ \ \ �\ \ \ \" \ \ \ \` OF SCOPE 516.594.4284 11 %. \ \ \ \ \ \\ \ \ \ '\ \ \ \ \ \ \ . q \ \ , \\ ` ". .' , OCEANSIDE, NY 11572 \ \ `, \, ', \. NN N. \ \. •`' t- , " ;�' ' •, \.. '`., \. \ °`\ `\; '`' N. C• •\ N, o \ \ \ '\. \ \: .\":.:,\.,: \ ,\ •:4: 220 ERRACE \ \\` \ `\ \ \° \ \ �° \•��' \ \ .. , \ \ \ \ ` ;'.\F ....:\ \ \ \\ \ \ ' STRUCTURAL ENGINEER NN \ N, �'\\ :, ' ' I \' \ ° \ \ \ , \\ \ \ a. \ % \ \' ::\ \ \ \ \ \:''>.. `• \ ` \\ \ \ \. 'w�' EVAN AKSELRAD PE \ _ -,.,,\\ 0. , \ \\ \N.\\ \. a ,, \ \ \" \ \° `, \ `•*, .\' ''\ .\.% '\. ',; ,\' "\ "k. \ \, \ L \ °\ •t •A,:... ,' '`�1:.: \ .`'`., \ \ \ `\ \,.,\ \• `\ \ \� \` .\'. 1 6 JAY STREET\\ \\\ NI \\ \ ! 1. \ \ EET FL3 \ \ - ,. .-,• �: '.- \\. \' �'.•:\ ., �. \ NEW Y :' NN \ \ .%v .'\', . \.: ., \ "11 ' \ °\ \ \ \ \ \ \ �"- :•�'.'`' ;`.: ' .. , ' , a�' \',\, '•'\ . '\:••'`' \ `\ \ \ : :<:�: :\ . K, NY 10013 917.689.0301 \ \ OR FILING CONSULTANT `\\ \ I .N..:."��i ., .." \ N N, , 1� - 11� NN, \ \ I \IN \\,\ \ 'N \ NN : ' ,'' \ \ \ \ \ \ \\ \\ \� \\\ \, \ \ \ \, \ \\ \ \ I , ,:••. . \ '\ `\\\,."`\ \ `\ �. ' SUFFOLK ENVIRONMENTAL ` \\ •.. ;•`, \,"\ \ '\ \ \ \ \ \ '\ ` °\ \ \`. \ }.`\', :\.\ \ \ \ \ \ `\ `` \ \\ \, \• `, .:'\%: . " `\ ,\ \ ` ` '' CONSULTING \ \ \ \ �\ \ \ 1 \\ 'A 'd\' S.. \" \ O \ \ \ \ \ \ \ \ `' \\ "\ \ \ \ `L \ "'' e• a \\\ \ \ \\ \ \\ \ \\ ' \ \\ \\\\ `°\ �\\\, \ \ \:'\ :, \ ` \ \\ \ \ \ \\ \ \ , '\ :` � \ y.: :'> 2322 MONTAUK HWY, '\\\ \ NN \ `%'.. �' *..\" �' •."\' \I I '\ --'- \. :-:�N'----'" \\\ ,',` \ \.,• \\ \\\ '.\ •\\. \.�,'`'\ \ `\\ \ \\ .•\ .. •.\\, :, \ ,\\ \ \\, •' \` \ "\ \. 1, •\\ \,\ \ \ \, ' \\' \ \:,.,4 . k ... - .i:\ \ ,, "\ ,.\ \" \ '\\ ,\ '.\ .,�. . '•\ \ . .,1.. .. \' , � \ \\ BRIDGEHAMPTON NY 11932 631 .537.5160 I ,,, \ \ VI. , ..\, ,N, \ \ ' '. , --�.- ' \ 11 \ \ .: ;-' -.�. .. .. . 'N ."'N" . '. N N, \ 11 . -I......"-'.?"''. \ \\\ \ \ . \ \ \ \ NNN I'll NN \ \ ', N ' .\'�' 'N. I \ - \ "N'. - ' . 11 ' . .. \ -1, * \ I \ \\ A \ . \'� , . � \\, .- - . \. ."-4 N, \ N, N �\ \ , 'N `NN ,- NN. N,N \ � ..\ , -\\ \ \ NN' \\ \ \\• `\\\\\ \ \ °\ \. ` \ \ \ 1 \- \ \ \ N'N ' INN , \ e\' '\\ '\ '`\ \\ \\ �,'I N, \ \ ••\. .'... ."i 1. . \ \, \, '"\ \' '\ `� \ \ \ `\•\ \, '\1,\ \` ,. A .`!.• \',.-,. ,•,\, \ \\ \\\ \ >.-'.-.: ... X .*1N- .x-- I NN. , . �!\\ \ `'\ ," \ `,\'\ \.. °\. \..ti studio cecetti architect pc ''\NNNNN , \\\ :°'4\. `fie \:' :°" N. .. . . '\ � � - .I \ .. •. .., . . \\\ \ \°` `'� `'"\ \\ \\ \q \ °\ \` `\. \\. \\ `,, ',"•~\ .\\' :`•, `\ \\ \\ \ '\ \. '!\ ,, \ \.. \ ``ti \ '\ \e \, \' `\ \ \ .,y.'\ :\, \ \ NN sNNN \ \ \ \\\ \y \ I 11 172 beard street brooklyn ny 11231 718.875.1460 \11 \ "' � \ \ " NN V, -\. . NNN \ \ :\ \':.\ '�:- ti" .. °`\ \ \ \ \, \ N, ' . I N' \\ \ ` `, \ \ ''\•. ,' \\ \ \ \ ` \ ° \`\ � \. \- '' \ \\ \ \ \. "\ \\ .. .,y . ::.\ project: \, `1� \ 1\\ 11 N', `'\\ -\\ `\ '\ N. 'N I \ \ \11 \ \\ : �.. \\"u\ \� '\\ \ \"\ \ \ \ \\\ \\ \ �% \\''\ ,\ .\\ .,. -,N. . \ \� `\,\NN,\ \\\\\\ \N, \ �.\ \ \\11, \\ .:\.: ••\:x °I 1, \ \ \ \ IN I " `\ AKSELRAD RESIDENCE '\ \ \\\ \ 1 . NNN N, N \7 . . . \ \ � -� . \ : ; `.. :,,�,• ' \"e \\' ',\, \ \v.`\�`` ` \` '\ `+\ °"° \ '+. `\ '�" .',w "ate ,. \ `"'\ \. ` \ `\ \ '\ `\\ \\\ \ \ "" \`\\ '\ \\\ :'+�\\'. :-.1 . \,•. N. \„ \.- \`\\ `\ "\ `\ •, •.\�••` : `- \ \` \N I ,\ > \�' `\\'' \ ^\ \ \`" \`\ +\,\4 ~\ '\ "\ \ \ \ '\ \�' \� •\.' \ \\ °\\ \ \. ` \ \' \\ '"•\ \\ \, `\ \\• ,\\ i s.•' ..\. \ ,\ y\ •`\ `\ N ' .1—' . 1 .4 '`, ..' ...!,. .-N, "" \ . ." .. I -N \1 ", -.\-.-"::": '1 '.. .. \ '\, 1, 11 IT ':..' . N. .. \ \ \ - �:' . I '' \ NN .�. .;'*- ." I \ '\'\ \\ " �' - \ ..-, N. \\ \ \ \ \\\\''\\N \\ \\\\\ \ \ \ \ \ \\\ I \ I \\\, \\\ \ \`\\' I \ ' \ 1-\ `\\ \\\\\ \\\\\ \\NN, \I N \\\\ N\ \\ \ N \ \ N,\.\\� \\\\\ `\ \ \, \ \\ \ \\ ~' %:N`- • \\\\\ N. °\ . ` \ \\\\ `•\. \ ' �: 4125 Nassau Point Rd., Cutchogue, NY 11935 \\ \\ % \\ \ \ \ \ I \� \ \: ' . . IN . N, , - - - .\�' V- \ \ \ \ \ \ \ - NN 'N,' 'N 11 % I \ N"N '\� ' -� NN, - , \ \ .1"'. . . ,,.*-"," " ,,, \11 1 \ I \ `N' N' \ \1 N'N N, \ " . - \ 1 . \ \ \N ,\ \� N%-. ''�-\% NN \ \\ \ �\ \\\ \\ \\ \\`'\\ �\ 11\ \ \\ ,\ \ \ \ \\ � \`�\ \`\ \\ \\ :�.:`.:"y.:• 1 . ', \ \\ \ e \ \ \ -:. :k CONSTRUCTION PLAN , , � I \. ROOF I \' , , �\ �\ \ \\ \ �\ \ \ \ N \' ` '\ ` \ \ L' \ \ `\,\``\ \"q •'\ \\ \\ , \ \\\ '\ \\`.,`,\ \ �``\ �\\ �\,\. \ `\ �,` \\ \ � \\ \ ,\ `\\,'\ \\\ \, ` \\ \,\ '\\ .`\ `\'\ `\ \\\ 1 . e �''\ \" \ \\ .'\ \ \ \\\ \ `\,.\I .�• \\ e - �'.'. '•'�: .. '• \ .--, .. 1 \`\ \ `,o \ \ \\\ IN,\ '\ \ L\\\ �\ \\\ \ �\,,\ \\\ \\\,\\\ \\\\\\\\ \\\ \\ \`\ \\\ \\ `\\NN\"\ \\ \\e \\ \\�\`°\\\` \ . N. \ -�'-\ 11 \ \\� \ '\ \' \ \ \\ \ \ \1" '\1"" " `-' ' , \ \ ` \ \ \ �'. :. .. � . �11-.`N''�'-�' 1 \\� ''.�' :"\....\ \ ,, NNNN �1-1- . . "' .`� \� N\ \ . . NN, \\ \ti .') -1 \ N \ 11 \ \ \\ : `NN \ 1 , .\'- - 11�*'N':"\. : ." , \ NN, \ \N\\\ \ \ \ .� ' \ \1 \'� ".1. IN, N� " ...", . 1 . \ * "' \ N, I \ '\ \ '\ -\N ' \ \\ \ \ " \ \ \ �:�'�,-';--"� --N-'. �.' -N \ \ \,\, I \\'� ' \ NN \ \\,\ \ \1 \ \ \\ "\ \\ \ \ N, I -\ 1, . 1, I " , 1, I \ 'N � I � 11 '..\i".. 4. - 11 "� ,\\, \\\\ \ \\ \ \ •\\ N, \ \ '\\ \ \\ \ �\ \ \ \\ \ \\ \ \\ \ \\\\,\\ \\ `\ \ \\ \\ , \ \\, \ \ \ \ \ \\ °\ \ \\.. seal&signature: 08,25.202 \\ \ \ \, \ \ \ \, \�\ \ \ \, \\ \ \`\ °\\ \ \.. \ \\\ \ \ \ \ `\ \ NN, \ \ \, \\\\\\,\�\\ \ \ \\ \ \\ 9 e date: 0 \ \\ `' °\ \ \ \ \\. \ \ \ \ \\" \ ` \ \ \\ \\ \ \' '\ \ project no.: 07-2015 `\ \ \ \ \\°\ \\\\ `\\ ♦ \ N \ \ \\ ' \\ `°\\ \\. \ \`\ \ \ `\\\\\ \\ \ \ \�\ \ \ \\ NOT\I N CONTRACT _ p \ \L \\`\ \ \ \\ \ `\ '\\ \ \ \ \\ \ `` \ _ \, \\\\ \ \ \ `\ \ \ A 201 �I3 A \\ \ �\ \ \ \ \ , CONSTR0Qf101� PLAN\.. \ ROOF \`\ \ \ \ \ \ . \ ER Rc drawn b : AE \°\ '\ `\ \ \\ �\�°\�`\\ ♦ \' \ \ �`\ \ \\ \ \\� �`\ \\ \\`\ `\� SSE: 1/4"=,"-a• \. \\ ` \\ \ \ \ \ \ \,�\`EXI STING TO RE MAIN \, �-O& SA V y,�, y \ \\ `` `\ \ \ \ \ \ \ \ '\ \ \\ '\ `` \ \ \\ \\•\ \\`, \ \ `\ \ \''\°\. �\ °, \ " '\ \ '\� •,, \ \`"` t� checked by: IVC \ \N NNN \\ \ \ \ \ \ \ \ \ \ \�\ \, \ \\� \ " \ \\ \ \ �\\ \\\ \ \ \ \\ \ , \ \ \\ \\ \\ \ \ r dr i no.: \ \ \ \ \\ \\ \ \ \\ `\ \ \ ` \`\\\ \\ \ \\\, \ \ y \ \\\ \ \ \ \, \ \ \ \ \ \ \\ \\ \\ \ \ , \ \ \ \ \ \ `\ \ \, \ \ L\ \. \ \ " \ \ \ \ , \ \ \ \ \ \ \ \ \ \\\\\ \\\ \\\\\ \ \ \\\\' \. \ \ \ \ - \ , (P : . A- 103 . 00 NORTH ( ) �04�rF x2673'\ �o OF NE's cad file no.: ©copyright studio Cicetti architect pc L F general note: LEGEND: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and '•!`�\\`,. `.\`\N. ` O \`,\.'�y.`O\\``•, '\�,, e`e\ \` ,e`','``\�`>�e,�`\',\�,``�,`1 \�'e..` > ` ``,,\ ^ '\� '`,.``\``\ \,` "\e`\\`a.,\, e \\,�'\\.� ,e e\\\\\ , \\\, ; .\ O, ` ,N owned by studio Cicetti architect pc whether the project forEXISTING EXTERIOR WALLS which they are prepared is executed or not. they are create d,X evolved, developed, and produced solely for use on and in \ Q NEW PARTITIONS connection with this project and none of the above may be `\, ti \ O \ \`\ Y , e \ �, \ `� \tee �\,'N O `\ `� `\ , , o� \ EXISTING TO REMAIN disclosed or given to or used b n person, fir > �, '\ `e��. �. �� \ '\� `�,. '\ \��\, \. �\. \ �,, \. 'e °�, `'� .�\ 'e\, \. \ \. g Y any pe so m, or \ ` corporation for any use or purpose whatsoever, except upon N ,. \ \\ ` O \ \�\� e `` °` \ `� ` ` `\ '` . ` ` • ` `\�\ , ` the written permission and direction of studio Cicetti architect C. \° ''\\\\\ \ \ ` no. date submission N �, 06.09.2021 ISSUED TO BUILDING DEPARTMENT N, LIGHTING LEGEND: (DEMO. y \ \a \ \\ \ ' �\�\ \.. a D 2 Y \ \ ll \\ \ �\ M �. \ �°`\ `e \ � ., `. \ e �``� \, � \•, �. ., ., �, \ D EXG. RECESSED LIGHT TO \ \ \ \ �\ ` '`� BE REMOVED \ �\ \\ \, O �`e �\ \ \ EXG. SWITCH TO BE ''\ fie``\ \ � 1 ro c �•, �°\� \ \ \ `. N� `, `\° `\ \ ` \ ``\ ` \ \\ `, `�\, \ \cam ` REMOVED ` \`t.�. \, \\ ` � `\ `°� \, ` \ \�\.�°\* `\ \�\. '.`°,``\ a ., \,�`\;" a\\\ .\\`�•\,\ � \\� '`, \`\..\ \ °`\ \. \, `\, `\ \�,\` / � DM. EXG. CLNG. FAN TO BE D D2REMOVED \\N ,. Y \ e �``` \ \ \`*\\ EXG. SMOKE & .`\ \ ``, `\ ee ` \ o \` CARBONMONOXIDE ALARM \ o �\4` >\� — TO BE REMOVED \N \ IN \ \ `� \\ \ LIGHTING LEGEND: (CONST.) \ 4 \ ° �\ \` \ r O` \ D* N �,\\ \� \ `�\�\ \ e `� `, `� > �\ RECESSED O , e� �. `e � `\.\, \ \ \, �\ e \ti \, �,,, \ +C1SHOWER LIGHT \\ \` `\ RECESSED DOWN D1 LIGHT \. '` '\\N. ` .� - `` °`\ \ `•, `` \. �`\, ``ti ',, �'`'`., , `� ``'- \., \. :, "D2 RECESSED 1/0 DOWN LIGHT RECESSED DOW +D3 N LIGHT \\ \\\\ \� `�`\� '\ �\ \ \ °, `� ``,� , >;�` 4 ` RECESSED SPOT LIGHT ,\.��`�'�,, `'°`,. �`, O ``� • \; \ \. `, ` ,\ `\ ``� `. \ . �� ` '`� \, `"`, '0 "\ �j-- WALL MTD LINEAR LIGHT \°a� \ °• ° \ `\ \ a ti '\ \ ` \ >' \ ` ,. `` WALL MTD LIGHT OX t \ \ \y WALL MTD 1/0 LIGHT WALL MTD CLOS ET LIGHT LF-7 , o, \ `\ `\ \`°' ` ` O `\ \ \\ \ \\ ' °� 'o o` e0 \ o ' o ` `"• ``` \ ( I WALL WASHER CIVIL ENGINEER VINCENT GAUDIELLO, PE `o `e `\o`'a � �``_, \ �'''``o �`\,� '` � e ='_°,. \" �" \,° o,, `' ,, \\. ,�'`e `.,\ `.\ �`� y �`�,, `•\, \`\• � `\� \ �\ o � `` '\ \ \ �•\` ` \`` `��``� \. W 1 THE RAY N O R GROUP, P.E. & L.S. P L LC ' 860 MONTAUK HIGHWAY PENDANT WATER MILL NEW YORK 11976 631-726-7 �'`` \,, e �` '\, ``` �\, \``,` `\. � `"` \\ '_, \.``.� \,s \,\ �`�, _` °� ` � ` `� ' ,`,'� '� ��`°• `\*`� `\ \e ° \` , `\ \� � � 600 MEP ENGINEER NINO D'ANTONIO PE `.;,, NO \ �, \•, `\ \. \ � N, � �• •,,'\ \'\ �1 O `\ �. o \```�, \, \, \ �`�,, \. \ \ � a, \, ,, `, \ti \ \, \ \ \ HORIZONTALLY L1 DANTONIO CONSULTING ENGINEERS MTD LINEAR LED v \�\ � \ \ \ \ \�\_ \•, �. \ \, \ \ \ \� \� e `\ ` .,rr \ , \ 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 ` '`, \ e \ \ \ .`�. `; ` \ \., \ - � \ ,`\.�`• `•1 `\l`o. _ \`\ \-� •' \, ti .\. \` \``,``\ ',\``,`\ `L\ '� \ ',,` ( I SWITCH `�, e `\ S �\ `. \ \ \`\ ° `` \ �\ \, \ \, \ o TT �`\ \ \`°\ \ - \ ``�, \, � �, , �—',� _ \° >, _'`, , � `\> � \, STRUCTURAL ENGINEER \ �\, �. \ \ \. \ , N. �\ ,\ \ `\� \ EVAN AKSELRAD, PE \ \ \ \ I `�°\ \�`\ \ `\ \\, \ JAMB SWITCH \ \ `�\`\� \ t— — �` �\, N, ti •o N \' o \ \ \ \ \o\ ; 16 JAY STREET FL3 O \\ \ \ ` ` ` \ ` `\ \ I I D NEW YORK NY 10013 \ \ 917.689.0301 e,, ,,,\ \\ \ \ e `N 4\= yam\� e ` ° \\ \ .� .\ \ \., ,`,, `\ \ `\ \ \ '\ _, ` \ \ ` \ >. \, \.� \. �, \ �. \ DIMMER SWITCH N , N� N `\ I I 3 FILING CONSULTANT \\ � 3-WAY SWITCH SUFFOLK ENVIRONMENTAL CONSULTING \ O \ I I 2322 MONTAUK HWY 4 BRIDGEHAMPTON, NY 11932 631 .537.5160 4—WAY SWITCH Ns \ MS �`eO, `\ \` ;�., � N '� �'''` ' �`` `\_ •, \, � � ``. \\�\� �. �`` , ` \`\: �`\, \ �'\ �`\, �' MOTION SENSOR SWITCH 5t�.1d10 CICE�'�t1s�l'C�'11t@C'� pc 172 beard street, brooklyn, ny 11231 718.875.1460 OSLO SMOKE & CARBONMONOXIDE ALARM project: OT THERMOSTAT AKSELRAD RESIDENCE © TOILET EXHAUST ® A/C GRILLE 4125 Nassau Point Rd., Cutchogue, NY 11935 SP CLG MTD SPEAKERS MOTORIZED SHADE BASEMENT FLOOR REFLECTED CEILING PLAN seal&signature: date: 06.09,2021 project no.: 07-2015 •�F.fkED ARCy� drawn by: AE 'S5A C, ��` checked by: MC .. dr i no.: ASEMENT FLOOR REFLECTED CEILING PLAN (P - 150 - 00 A- 150 . 00 01 5��: ,�+• NORTH yr o2�t,„�yob �pF Nt`' cad file no.: ©copyright studio Cicetti architect pc L_ J F 'N NN'\NN N, N, NN NNN, V N, N' N\ \`NNN '\\\EXISTING TO`REMAIN \ N, \X \ 1 'N NN 'N *N N- N\N NN general note: NN, \ NN NN LEGEND: all drawings, specifications, plans, ideas, arrangements, and NNNNNNNN, Y\�\ T \NNNN\1\\1 N "N"N"N. NN NN 'N N' \ \\\\ \ \ \ 11 designs represented or referred to are the property of and \N NN, NN\ NNN owned by studio Cicetti architect PC, whether the project for N 'N "I NN, N X EXISTING EXTERIOR WALLS NN "N NN, N\ "N, "N X which they are prepared is executed or not. they are created, \ N \NN`NNN`NX1_\, "N\ \N evolved, developed, and produced solely for use on and in NEW PARTITIONS connection with this project and none of the above may be \,N N\X N, NN, NNNN N, 'N 'N NN, N, NN N\ .: disclosed or given to or used by any person, firm, or %'.�...... 'N 6:1_ N,:.: _N, corporation for any use or purpose whatsoever, except upon N", ... ... 7! the written permission and direction of studio Cicetti architect > J I NN, NNN N\ NN, PC. 'N \ \ �N N`N` N\ I \ V N. \ N NN "N N no. date submission N \ N, NN, \N \ X NNN N N,NN \ NX 1\ \ I \ \\\ N\ NNNN N\ N NNN N N, N\ N\ 'N N, / 122 PORCH 06.09.2021 ISSUED TO BUILDING DEPARTMENT N, NNN NNN 'N Al N, N, NNN NN I LIGHTING LEGEND: (DE N NNNN N \N \N\\\ N, NN \'N N. NN\NNX DM. EXG. RECESSED LIGHT TO N, \ \ \1 \ _f `N \4\ \.\ BE REMOVED >< N, NNN N\ N I N, NN, -0 N, \, N\N 0 M. NNNNN D REMOVED N\ N EXG. SWITCH TO BE NNN X \NNNNN NNr N 'N � \ 1-1 "- DIM. EXG. CLNG. FAN TO BE NN\\ REMOVED 'N \ X, `\ NN \N\ N, Di D1 NN NNN, N, 'N NN N, 1111 LIVING ROOM 11 EXG. SMOKE & NNNN, \\ 'N + N, N", N,N NNNN\ ODM. NN \ '''\\`°\, \ NN NNN, \\ ,\ , � , N CARBONMONOXIDE ALARM 'N AFF UM. TO BE REMOVED N, `NN nu I I N \ \ _N NN CD , \ \, \N� N\ N, NN N, NN NN NNN \ \ \ NNNN NNN N, N, NN, 'N" N\\ N "N NN 0D% NN NNN N N, NN, \ NNN NNN LIGHTING LEGEND: (CONST.) NN - N \\\N UK NN \X NNNN NN `NN NNNN NNN 'N C1 RECESSED SHOWER LIGHT NN < _\ I , I \ M. 7- NN \N, N� \X DiN D1 \ ", 79q- NN NN \�NNNN N, IN, NN, NNNN, 'N D1 RECESSED DOWN LIGHT NNN, NNNNN, Or + NNN N, NN NNN N, NNN,\ M. I N, X\ - `NNN N, N, \ \ \ �CF DOOR (01 \ I +D2 RECESSED I/O DOWN LIGHT INN, `NNN \ I I NN \ NN, \ NNNN \ \ \NN N�l . \ \ \1 —z T_ N, NNN D3 RECESSED DOWN LIGHT NNNN + N\@IN"NN\\'N\ \ N _ N \ N , \ — — __1Df::! _" 0sco \`\ `NNN ``\ NN IN RECESSED SPOT LIGHT NN NN EXG. +S P 1 N, TDOOR IL NNN 'N NNNNNIN, N`N \ L 2 N`\ NN N, WALL MTD LINEAR LIGHT i `O t7 , N\ 8 -0" -6" r . - \ N\\ \A r \X N,NN NN , NN \ N\ \\NN, XN \�<\ \XNN," N, N N, \ D1 N. 1\ \\ \ \1 IN. CD NNNN `N, I SU— WALL MTD LIGHT `0 , IN N, \NNNNN NNNNN NXI \N\ Dt IAWALL MTD 1/0 LIGHT NNt N, N, NN' 'N /tEM. 1106 IBEDROOM 'N 'N 1110 CLOSET I S2 g 4 1 N" C) NN b Ul "o N\ N, S6- WALL MTD CLOSET LIGHT NN '31 'N NN NN 'NNNN'NNN '\\ \.\ \ N\ N, CIVIL ENGINEER VINCENT GAUDIELLO, PE NN N NX \N\ 11 D9\ WALL WASHER THE RAYNOR GROUP, P.E. & L.S. PLLC NN NN, IN \ `N NI W, N+ N, N, N NN N 860 MONTAUK HIGHWAY NN, NN N\ N` \ NN 'N 'N NN 1-4-- N, \N, NN NN, Di Ul N, X \ --- - PENDANT WATER MILL, NEW YORK 11976 631-726-7600 NN \ N, \NN N, \j N X\ NN, +91/ __4 9P i NN 6 -'N" INN, N, N, NNNN NN NN, 2'-1 D1 + 10 1 HORIZONTALLY MEP ENGINEER NINO D'ANTONIO, PE N\ N� NN. AFF 'N' \'\\\ - -0. — Al NNN� r L1 N,. `NN N, 0SC MTD LINEAR LED D'ANTONIO CONSULTING ENGINEERS `'\ 'N X U 30 W. WAUKENA AVENUE N \ \ , - \ \ \ \ A NNNNN 'N OCEANSIDE, NY 11572 516.594.4284 NN NN \NN, SWITCH IN, 7F— NNN -71 + $ EVAN AKSELRAD, PE N JAMB SWITCH N, NN NN, NN\\ ID1 D1 I NN, N,\ \ \, \ \\\ 'N 1107 IBATHROO 2'-6 16 JAY STREET FL3 X \N,\NNNX\ N\ 'N D NEW YORK, NY 10013 917.689.0301 XN\ N, X DIMMER SWITCH 'N 'N N, \ \ \\ \ \\\\ NN N, EQJ EQ. N, X,\ \ \ \ NN F 3 FILING CONSULTANT I \ N —A- NN, NN N, NN, N, X NN SUFFOLK ENVIRONMENTAL CONSULTING N, 3-WAY SWITCH NNNN V -OF 9 130 CF 4 2322 MONTAUK HWY, N X\ , \N, \\�\\\ \ --I BRIDGEHAMPTON, NY 11932 631 .537.5160 C N C1 $ N, NN\\\'X� r NN'N ' V , 'N X NN NNN 'N 4-WAY SWITCH NN' NN, X IMS NNN,N NNNN, \ NN� N\, \ ,, \ \ N\ NNNN \ NN \ 'N\ 1, IN, "N, NN MOTION SENSOR SWITCH studio cicetti architect pc N N, N, 'N \ X I \\ - LLJ NN, OSCO D1 A T—i $ N, N, N'. NN, 172 beard street, Brooklyn, ny 11231 718.875.1460 \\\\N N� , \ NN, I , I \ NN 11 1 1 N, \1 \ \ 11 "N EQ. EQ. \I , \ NN NN, \ \\ I - \ \ I � Df I/ A N NNN \ NNN\ NNN \N\\", \ SMOKE & NNN NN \ N, \ ,\ \\ D1 Osco N\,\ NNNN N`1,\ "I\ \ \ \ \ \1 , N, NN DIM. CARBONMONOXIDE ALARM A N, \,\\ , \ � 6 project: \ \ \ -- N. \N D1 \"N N. N,\ \ \\1 \ 'N, THERMOSTAT X NNNN NN, N, N. 'N N, N, N, 'N N, NN, NN, N "N' N, 1104 IBEDROOM_� T__ _4� N\ N`N NNNNN INN N, NNN \\ \ \�'\ \ ti NN N, 'N\ [E] TOILET EXHAUST V L "N NNN AM. 1105 BATHROOM (D AKSELRAD RESIDENCE G. 'N \ \ \ \ " NN\ \ \\ L NNN, A/C GRILLE NNNN NN NN \N NNNNN \N, sP CLG MTD SPEAKERS 7- 'N +DM. 4125 Nassau Point Rd., Cutchogue, NY 11935 D-7 0 NN, \\ \ `NN\ N \\\\X\1\, Di' —+DM. D1 N\ N, 'N N,\ N NNNN N, MOTORIZED SHADE Cr FIRST FLOOR I N, NNNN AFF N, N, NI NN, NI REFLECTED CEILING PLAN \ X , \\ N, \"NNNOT T\ "N \X\ IN. 'CONITRAC NNN NN, NN NNN INGTO -X X X\\xN\\N\, ,EXISTING,'N REMAIN\ NNN`N\ ,\NX\ X I ~`\ N N I \N� 'N 'N N, N\ NNNNN \N, seal&signature: date: 06,09,2021 4 project no.: 07-2015 NNNNN�,N NNN, D A AE NNNN N, N, N NN, NN % % % drawn by: X IVIC Cz checked by: %- N, 'N, % %<. NN \\1 X A, N, INN \, dr i no.: N, N. N", N NN NNNN 'NN N, X NNNN ,N N, NN NN, Al 51 . 00 N( )Iq I r • N % FL 0 REF 673A .N NN OF NO N, SCALE,1/4 ST ICTED CEILING PLAN NN, cad file no.: NN, NI N, N, N' S N, N. N.. @ copyright A�studio Cicetti architect pc N, X NN NN. NN, N \N\ NN, NN NNNNN� N", L F \ N111 N\ ♦ \ \ ♦ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ general note: °\ \, `, \ \\ ° \\ \♦ \ \ \\ \ ° °` ` \ LEGEND: all drawings, specifications, plans, ideas, arrangements, and \' \ °\� \\ ` °� ` \ ~` °\ �°' \°\ \ ''\ \ designs represented or referred to are the roe of and \ \ °\♦ ` �°� property dY �, owned b studio Cicetti architect c whether the r r N T°I N C�NT�RACT Y p , project fo A\'CT\ EXISTING EXTERIOR WALLS \° `\\ '\, ,° \ which they are prepared is executed or not. they are created, O\ O\ °° °\`\ +�o\ , ° EXISTING TO REMAIN evolved, developed, and produced solely for use on and in \ `\ `\ ` \ ` \ °\ NEW PARTITIONS �`\,� connection with this project and none of the above may be 1 \ `\ ♦ 1 \ \. \ \ \ \ \ \. °\ \ \ \" disclosed or given to or used b anperson, firm or g Y Y ' ° ' �` ° °' ° ° `' corporation for any use or purpose whatsoever, except upon °\ `\ ° `'•\ `, `\\\ ``\�°\\\�`.'�\`°\�°�`�° ``\\�` the written permission and direction of studio Cicetti architect PC. no. date submission 06.09.2021 ISSUED TO BUILDING DEPARTMENT NX \ \ LIGHTING LEGEND: DEMO. \ `' \ \ `♦ \ `\, \ \ ,. \ \ °\,, �\ � \, EXG. RECESSED LIGHT TO \ \ \, \� �``. \ \�, �. '`\. ,`�.. °\,_ � BE REMOVED \.`°\ \ �. ('-OFV�LL DM. EXG. SWITCH TO BE $ REMOVED \° IXG. � AFF - DM. EXG. CLNG. FAN TO BE REMOVED 10, NAFF \ ♦ \ ° `\ \, `\ occ. ODM. EXG. SMOKE & \\ ,\ ° \° \\\ `\ \\ \ \ .\ \`\ \ \�\\\\ ° t 4 1 3,_0„ \ �D CARBONMONOXIDE ALARM 206 BEDROOM° wTO BE REMOVED \°\ \ \ \ \ °. NN'\ \ \ \. + 10 UK \ `\, \ ��°\ \°\ , 1 N\ \ \ \ �\\\°\ \ °`°\ \ \ ° ti °\ \�\ F� o, I LIGHTING LEGEND. (CONST.) \t \ �\\ \ �\ \ \ \ + °\ \ \ \ a \� \\ \\ \° ° \ `\ \ \ \ \ \ / +C1 RECESSED SHOWER LIGHT ° `\\ \ \ �°°°'°°\ \\ \ \ \ \ \ `• �\ \ \ \\°\ \ ° \ \ ♦°\ �\ \\` ,\ \� \ / D1 RECESSED DOWN LIGHT `\ \ `\ '\ \, ``\ \ \\ �\ ° \\\ `\ \ `\ \ `\, °` \\O ``, \\`\ / D2 RECESSED 1/0 DOWN LIGHT `'N ° \ ° \ , \ + s'-o° D3 RECESSED DOWN LIGHT �°\ \ / Osco FF \ , +S P 1 RECESSED SPOT LIGHT \ °\ ° \ \ b- WALL MTD LINEAR LIGHT \, \,^,` . �,. 1, ` 'q\ ° \`` • \� IN ,N ` \`\\°\ ` °` ``\ °\.\°\'•.,\. \\\ ,\°``\ s� WALL MTD LIGHT N \. \ IN, \ \'N` \ °, \, ` \ \°\\ \\ \ \ �\ '\ \. \. \. \ \ \\ `\ �\\ \ \ —�-\\N, WALL MTD 1/0 LIGHT N\' `\ \N \ \`\ &- WALL MTD CLOSET LIGHT N\ \\ \ \`\, `.. °\^ \ \\_ \`° \°\ ''\` �\`` `\.+� \`\` ,°a ` `°. °\ °\, \ \ \' \ `, .,, \\°`\4°♦' °\ \. \ '\\`'`\ �\\ \`\, \°"'- WALL WASHER CIVIL ENGINEER VINCENT GAUDIELLO, PE �° \. \ W THE RAYNOR GROUP P.E. & L.S. PLLC ♦ �'\ ° ' \, \ `. °\\\ ,\`\ '\, '\ `� ° `„ \�\ \ \ \\\� ..\ \ \ `°�\ ,\\ \ \, \, \ \ \ ° \\ \\ \ \ \ �\\ \ \\\ \\ \ \ \ ♦\ 860 MONTAUK HIGHWAY \' ` \ `` ` \ \ \ ° °'` ° \ `+ `\ \' \ PENDANT WATER MILL NEW YORK 11976 631-726-7600 Pi \ \ \ `\ \ \> \ \ o MEP ENGINEER NINO D'ANTONIO, PE \\ `° 1 HORIZONTALLY `` ° °` L DANTONIO CONSULTING ENGINEERS \ \ \° `\ \ \, \ \ \ \\\, `�`\ \ 'o \ \ MTD LINEAR LED \. \ °\ \O `\ \ °\ \ \ \ \ \ ` \, `\. \° \ \ ♦:\ \ 30 W. WAUKENA AVENUE \, \ OCEANSIDE, NY 11572 516.594.4284 \ °\ a ``\ \ `\ \ \\ ` , SWITCH \°° \ ` \ \, `\ ':< `\ \ \ `\ ` \` \ \ \ • '\ \ \ \ I STRUCTURAL ENGINEER �. �,. '\ \ '\ `\ \°\ \`\ \ \ \ \ \ \ O ��\, \° `•♦ \ \, EVAN AKSELRAD PE \♦'\, \ °\ °\\`\ °\\ \\. \ \ O \. `°. `\, \ , `\ \ \ \.\ \, \ `\ ,°`\ `\ `\ �\ \ \ . `°•. \ \ \ `, `\ \ 1 JAMB SWITCH 16 JAY STREET FL3 \ �\\�° °\ \ °\, ' \`• \ \ `\ '\ \`� \\ \ \� \, `\ D NEW YORK, NY 10013 917.689.0301 ° `\4 \\`\\+ \°° \ \\ \ ` ° \ `\ �`° ° °` \`\. °\ `\\ `\\°\ \\< ` �\ \ �' \ \ `\ \` \ DIMMER SWITCH \ °`\,\ °°\° \\. \. °`'\\ `\�♦, `. \,. / 3 FILING CONSULTANT °`\\ \ \ \\ \\\ \ •\ \. \ \ \ \ " \ \ °\\, \ \ \ °\ \\ \\ \ \~\\, \°\ °�\ \\ ,\ 3-WAY SWITCH SUFFOLK ENVIRONMENTAL CONSULTING \\ \ O \ \\ \° �\ '\ \ \. \ \ \ \ \ \ `\ \ N 42322 MONTAUK HWY\ \ NN \ ° ° \\`\ \ \ °°\ \ \ \ \ ° \ \\ BRIDGEHAMPTON, NY 11932 631 .537.5160 O ' \ \\ ,` \ \ �\ \\ \ °\ `\ \ ° `\ ° _ ° 4—WAY SWITCH NL MS \�\N \ ' \\�`\ \ \ \ \\ \ ` \ \ \\\ `\ `\ \ \ \\ \ \\'`\ `\\\ \ `\ \ ` \, `\\ \ \ �\ `� `\ `` \\ MOTION SENSOR SWI \, \ \' °\ \ ' �\ �\ \, \ ti \ \ \ \ \, `\ \ SWITCH studio cicett1 architect pc \ `\ °\^ \ O \ \ ` '\ \\\N\\\ �\ \`\ \ \ ' \ °. 172 beard street brook) n n 11231 5.1460 \\ \ \ \ \ \ \ `\ \ \ \ \ \A \ '`•, °\ ° \ \ \ \ \ \ \\ \ ♦ OSCO SMOKE & \ \ \ \ `\ \\� \`\\ \ \ ° \\ \ �\\\ \\\ \\ \ CARBONMONOXIDE ALARM project: \°`\\ . \ \ \ \\ OT N, THERMOSTAT \ \ ° \ \ \ \ ♦ \ \ \ �\ \ \ \ \ \\ �\ ° '�\`� ~�~° \\ \ AKSELRAD RESIDENCE \°\ °\ \ \, \ \ \ t, \ \ °\ \ © TOILET EXHAUST \ \ \ \ ` \ \ \ \ \ \ \\ \O °\ \\ \\' \ \ \\ \ \ `\ M \1'l �`\ \ \ �\ `\ \N, \\ \\ \ \� °\�`\, ® A/C GRILLE °\\ \\ `�\ \°ti ` \\`\.\ \ `\ \\\ \ \ \ `\ \ \ �°\ \ \\ \ 4125 Nassau Pomt Rd., Cutchogue, NY 11935 N ♦ \ \\ '° ` \,\ \° -`\' `"\° ,\ \''\. `\,`\ \\ ;\`\ \ `\, \.,° `\. \ +,\ \ \ �,\ \,\`\�\ \\ \'\..\\` \\ \\,. \,\ \. sP CLG MTD SPEAKERS I. °`°\ O '\\°` MOTORIZED SHADE \ O ``\\ SECOND F LOO R REFLECTED CEILING PLAN N, NN \,N N N, V NN °\ \ � \ \_ \ T-1t`\ seal&signature: date: 06.09,2021 \\� �\ \`\\ \ ``\\ \ \\ �.\�\\\ti °�, \ \ �\ \ `\, `\°\ . \\ \ \ \ N \CONTRACT \ \ \ \, \ \ °`\, `\. \ \\+ project no.: 07-2015 \ ♦ \\\ \ \ \ °\ \\ \ \, \°� \ \ \°\ \\\�, \ O \\ \ °\\� °,\ \\ EXISTING\T0 REMAIN\ E_� AR °' \\ ♦ \ \ \ \° `\\\ \ , \ \`\\ \ \\�\ \\ \ �° \ ''\ `\ \ \ \ ` \\\ \.\ '\ \\ \\ `\, \ \ \ .C�(,`' �,5,, drawn by: AE °°\ ° `\ \ �°\\ \ °\ '\ \ \°\ \, \\ °\ \`\ `` \\ '`, ° \ \ \ °\ \ \ \ + \ °\ \\ \ �� ySA T� checked b : IVIC \ °\\ Y \ \\\ \\ \ \\\\\\\ ,\ \ \ \ \\ \� ,\\ \ \ ` \ °\\\\ `\ ` E O\N OOK'\I E L C.. ED'\. EIL�NG. 'P.LA \ \ �. °\ \ \`.1 �\ \°\ `\, dr no.: Nsakel -b �\ .\ \� �. °. \ \ \ ;\ �\ N A ' 152 . 00 � �\ \ \, �'`\, \ �`°.,e \, `\\ °`` °\\ \. �\, , � `\. �\, \ ♦ \, ``\. \�, `a \, 1% \, °\° \, °'`�\ \ \,\ �\, �`�\ \, � � \ NORTH Fa \ \\ \ \ \ \ `\\ ` \�°\ \ ° \ \ \ \ ` \ ♦ F Nt', cad file no.: ©copyright studio Cicetti architect pc J F general note: \ \ ` \ ` \ ! ! \! \ \ ! \ , ` ` ! \ \ ! LEGEND: all drawings, specifications, plans, ideas, arrangements, and \ \ \ \ ` \ ,, \ \\ \ \ \e \ �, ' \\\ �\� \ , \ \, \ � \�` I designs represented or referred to are the property of and \ \ \ \, 4 N\, °\ \ , �'y. `\, \� \ Zen \ ,, `t.4 "�, \t ''\. `, \\ \., \ \ \ '�`�\, '\\. \ > \ \. �'\ `Z '' N, \' ```. \ N\ \X�\,, Z. \, \ ^\\ o,} \\ `\\ \ ,\,, \ \, o., \ `\ \ \ \, �\ \, o ` �`� \\ \ o \, \ ! °o!\ \ \, \ \ \ \\ \�\ \ Q EXISTING EXTERIOR WALLS owned by studio Cicetti architect pc, whether the project for \\ \ IN, \• \ \X \ \ \ '\, `\` \ \ \ X \ `\, \\ \ \ o `o o ! `, w, \ \ which they are prepared is executed or not. they are created, `\ \ \` !`� \\ \ IN \`' \ '\ \, \` \\ o o. \° \ \ \ evolved, developed, and produced solely for use on and in \ `�, \\\ \\ \. `\`\ \\ �\ \``\ \ NOTA N'OITRA�CT� \ \ `\ NEW PARTITIONS \� \\`• \ \\ ! \ \X ,� \``\\ \ `\,`�\ ! \ \ \ \. ` \ \\ �, 0 connection with this project and none of the above may be �\ , ti, �! \`\\ \ ' `\, \ `\�`\ `\ `\ \ ``\ , o \, \ EXISTING TO`REMAI,N disclosed or given to or used by any person, firm, or \ \ \ \ \ \ ` \ Z\ \ ♦ \ \ ` \ \ \\ \ \ \`\. \ ! ' \\ corporation for any use or purpose whatsoever, except upon `\, `� \ '\ \\,! � � \\ \`\ \ the written permission and direction of studio Cicetti architect IX X N, N' I \ Xx N�I ,N III I N I \N \ , I \ \ \ \ \ \\ \ \ \ \ \ NN \ - t "I \ ! \ \\ N\ \ \ \ ` \ \ `\ ! \ o \ \ �, \ \ no. date submission IN\ \\\ IN INN \ N \` �.. \\ \ ` \ ` \ ` �, \ ' , \ ! 4 . ,\ \ \ \ \ \ ` \ \ `, \ POWER LEGEND: DEMO.) \\\ \1\\ - ti \�`\�! ,�\ ti ! \\\�\°\ `\ `\ �`,\\\\ ❑ 06,09.2021 ISSUED TO BUILDING DEPARTMENT IN,\Z, \`�,� � � \\� `\ \\ ! \ \. \ � \�\,IN. �\, `♦, � \\ \, '\��\,, \ �\ , ``� !\`\ ,� \, \ EXG. OUTLET TO BE REMOVED \ \ \ \ \� \ \ \ \/� \ \ \ \\ O\~!\ a I\ \ \ \ \�`\ �\ , `\ ti \ \ EXG. DEDICATED OUTLET TO BE \. \ \ \ \ \ \ \ \ �\Y\ \ \ \.�\ \ \ ` \., \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ REMOVED \ , \ N. \ �•� \ '` \ . \.\ �\ .� \,, \.! \ \, ! . \ `\, \ �`�, � � t\\�\, �,�\\,�\,\ \\�, \,, \ \ \ \� \, � _,! �, � � EXG. TELEPHONE / DATA TO BE \ \. ``\ \ \,. '' \ \ \ \`\ \'�\ \ \ o \ \ \ \' '�\ \ °\�\ \ `. \ ! \ ♦ \. \ \�\� \ ! \ ( REMOVED \ LL N\ NN \ v, !. \, \ , \, \, !, IN , \\\\, \ '\ \\, �` '\ \,, ! •, '\\ \ �'\ �`\ ! �\ ! �NN. III , \ \ �` i' N EXG. CABLE N JACK TO BE ! ` \ \ '\ \\ \ \! e `. \ \ \ `, o \ \ O j \\\ �, �\ , b \ o!IN \ o17 \ E REMOVED NNII . , \\ \ , , \ \ �\ \\ \. POWER LEGEND. (CONST.) I, NINN IN \ \N , N\ \ \\,IN \ \ 11 \ \ I, IN, \ \ O ~ \\\ \ \ \, \ `� \ \\\. \\ `�,\ \ •\\, e.�•, \, \ \, \ \ ,, \\° FLOOR DUPLEX �\ !\ \\\' \\\ \ \ o \ \ �` \ \� ! ` \ �`\ DUPLEX ' \ \ \ ♦` \ \ \ \ '\. \ \ \ \. \ ` \. '\ \ !. ~\. \ \ \ `w !\ \`\ o ; �\°! `', �\ \ \ QUAD NN\\ \ , ! > \ ! \ ! \ \\ \ \ \ \ \ \ \ \ \ \ ,, \ \ \ \ \\ _ \ , \ '\ \ \, \' \ \ \\ \' -- \\ cFl DUPLEX GROUND FAULT CIRCUIT \ .. , '� \ , > \ \ \ o IN, ! \ \\ �\ \ e \ \ INTERRUPTER N\ N !i t Z \ \ e i \ \ \ NINZ \\o Z ` \ \ \ '\, '\ \ \\\\'N N\ ` \�\ \ \ \ �'\, `,\ \ \`\\ \ !\~ `\4 ,\ \, \ EXTERIOR DUPLEX GROUND FAULT \ \ \ \ ! \. \,I •,,\X �\ ,\ �\\`\ � �\,� \ \\\� ! � ^ IN, \ \� � CIRCUIT INTERRUPTER \ \ 4 \\ �\ \ e �`\ \ \�� \ \ \ \ '\ \ \ \° -zn.—Wp \ `\ \, `.. \♦ \ \ \ \ IN ,! \o\ , \ \, \ \ \ \\� \ \, `e \\\\�`\ O \\\ , \\! \. \! U MILLWORK INTEGRATED DUPLEX \ o\ \ I\ ,, \\� \ �\, '\, \ �\\,! \\` '�\, \ \ \ \ , ° \ \ \ � \� \� \� , \! \\ DUPLEX W/ USB PORT \ \ o \ \\ \. \ 7, \ \ ! \ ! \ \ \ \! `,�\!``\� \ \� \ �! \ \ � (D DEDICATED OUTLET \ \ \ 1 ! \ \ \ \ !. 'x�\ \ �\ \ \ y `! ` �. TELEPHONE DATA IN `\ \ \` \, \, \ °\ \ \ \ \, \, \ !\ \ �\ !\ \ \ ❑P1 CABLE N IN IN XA, \\\\IN ,N, -I- \ \ I , -, \\ \ \\'\x \ ,\ . \I IN NNN NN \\�\ ♦ \\ \ N, I., \ \ > \ ,\ O \ ZNN \ NINN IN, \ IN 'IN \ N, I\ \ IN -,\ \\ \ NN INN \ , `XI \ \ Z \ �\ N�x \, \ ` \ , \ �,\\ \\ \ IN, \ . \\ \ \ \ \\ NIN", . \.\, \ �\ \. \ \ \�\ \ \ \ \ \ INI, Xx \ N\1 \ \ \ \ \ \\\ \ \ \ o �\, \ \ \ �\ IN, ` \ , \\ , \ \\\ \, \IN \ 11 \ �' ! �\ \ \`\ `\\ \ \ \ \! ' \`` `°\\ `• °\ \ \''\\ \ \ CIVIL ENGINEER VINCENT GAUDIELLO PE ` , . \ \ ° \ \ \ \ \ ` \\ \, \ \ \ \ \\\ \ `\ \� moo `` ' , `` o ` � , \N,N\\, \ \N. \•\ \ \ '\ ` ` .\\, \ �, `, \ \\ \ ~ \`\ \ \ \\! \.\ \ \ ! \ \ \\\\\ \\ � \ \, THE RAYNOR GROUP, P.E. & L.S. PLLC \, \ \ ♦ \. '\. \ \ \ \ ' \. � ,,, `\\ \ � '\ °\ � \`�'\.\\ \.,�., \ \\ \'\ \ �,, \ '\ `\. \,`° \o \\ \\ � \ `' �\ ` '\ �� '`��`� `\ \ \ , �. 860 MONTAUK HIGHWAY \ \ \ '\ \\ \ ,\ �`�. ° ,� `\ �, \\ �\ �\,\a \ \ \\\ \ `\! \ \ `\\ \ �\ ' \ \\\\ INN \\ \ \~ \\ \ \ \ \\ \ ` ' \ ' \ \' \\ \ '\ WATER MILL NEW YORK 11976 631-726-7600 \ \ \ \\ � \, \\ !^ , \\ \' \ \\,Z\ \ \ 1 \, \ � \�,. O `\, \' \ ,, ^` `�� , IN `\\ ,\�\.,\°\, `\, °\` \ \ ,\ �\ ,�\ \, ! \, '�, \ '\, \. \\, \ \, \. 'o \ \,\, `s �`\, \'\ •,,o \ \\\, \ \, \ ! \o MEP ENGINEER N I NO D ANTON I O, PE \ \ \ \ \ \ \ \\ , \°\ \\ , \ \ ` \, \ \, \ \ ♦ \ \ ., `\ \\ \ DANTONIO CONSULTING ENGINEERS \ \ \ \ \ \ \, \ \, \ \ \ \ \ \ \. \ \ \ \ \ \ \\ \\ ' \, °e \ ` \' \ \ p, \ \ IN, ,\` \ 30 W. WAUKENA AVENUE ., \ '\ �, ! \. \ \. \ \ \' \ \ , '\ . ~. `� \ o \, \ �e, \ --'� ♦ \ ,, �\ \ •'\ OCEANSIDE NY 11572 516.594.4284 N, IN \ , N. '\ \ o \\ \ \\ \\ \ ,\ \ ,\♦ \\\\,\ \ \\ ,.\ \ ! ♦\ \ `` \\ `. \ \ \\\ ` �,,``\ \` \ \ °` a ` � o \tea \\ .\ \ \ STRUCTURAL ENGINEER \ 4 \ \ ` \ \ \\\\, \ \ \ \N\\ ` \, \ `\ ``� \, \ �`'� \ '� '�\• EVAN AKSELRAD PE \ \ \ \,�\ \`\ `•.. � \ ` . \ \� \* \\ `\, INNy °�'\ '� \ \.�. \ \, oo,\ \.� \\. \ 16 JAY STREET FI-3 \ \ \, \ O\ \ \ \ \ \ \, o \ \! \ \ \!\\\ \\\ \ `\\ . \\, � `!\\ '` \ \ '\\ ! \ \o \ ` \ \ \`\,\\ \\ \\ ,\ \'\ \\ \ \ \. I NEW YORK, NY 10013 917.689.0301 � \ '\ \ �o, � �. \ \ \, \ NNN O NG CONSULTANT \ \ \ \ ,, \ \\\ \ `\ \ \ � Z d. 1. \ \ a \ � '\ \ , \ '\ �\, \, �`\ ��"\ �\ �o. � '``\ \ \ SUFFOLK ENVIRONMENTAL CONSULTING \ o \ �` \ \ , ti \! \ `, \. \ `\ \ ` \ \. \ \ ( 2322 MONTAUK HWY \\! !. \\``� , ``, \ ^�, \\,. , `\\ ' \ \ \ , \ ,., \ ,! \ \ , ! ,,, ,, \o BRI E T N \ \ \ , \ \ \ \ \ DG HAMP ON Y 11932 631 .537.5160 -\ \``\ \ \off`. �`\\` \ ,� \ \ \ \ \ \ \ \, �\ \ e , \ \ \ I II \, '\, `\ \ `N �\ \, N 'e\� `, ^\. \ \ \"� \°., ! \\ `. `,, \ \\ \`\, \ .. \`\\\ ! \\\ \ `` ` \ �\ \ \, \ \ \ \ \ \ \ !`\`^ `\,`\, \`!\,, \\ \ `\ I I studio ccett architect pc !` �\ \ ��\,, \ !` \ \ \ \ \ \ \ \ \ \ NN \ \ \ \ \ ,.\\ NN \\ \ \ `\ ,\ \ \\ \ \ 172 beard street, brooklyn, ny 11231 718.875.1460 \ \ \ \ \ a \\ `\ `\ \ \ a \\ \ \\ N. N\ IN. \\ , IN \ \ \\ o \ \ \ \` \ \ \\ o \ project: \ \ \ 1 Z \\\ \ \ \ \ 4 \ \ `\ \, \ ! ! ! \ ! ! \ \ �'\ \ \ \ °` \, y \\ \,\. \ \ �\°�, \ \`\ \� \\ \NN \°\ \ \;e \;\ �\ \ \` \ \ AKSELRAD RESIDENCE N IN, NN IN, IN \ IN I. IN-\\ \ \ o \ \ \ \ �, \ \ \ \ �\ \\\ IN, INNI\ \ N, NIN \ \ N X\\ o\\ \ \ \ \ \ \ \! !\, \ \, 4125 Nassau Point Rd., Cutcho ue, NY 11935 IN, IN N\ N` \ \ \ \ '\ \ \\ O` \ s \ \ \\ \Z Zai \ !., \ \ \ `\ `♦ ! \ o ` \,\ \, \\ \ \ �\\\\ \ \ \! \ \�\\ °\\`\ \ \ \\ \\ \N, N., \\ \ \� ! \ \ \\,\ �\ \ \\\� \\ \\ \\ ```\. \ \ \\ \ \ \\ \ \\ ,, \ \ \� \ �°\ BASEMENT FLOOR IN \ '\\ \ \ \. . \\ \ \ \, \ \ \. \\ \\,\\ °\\, \\ \ \ . \ �\ \ \`\\ ``\ \ \ \ �- — — — — POWER & SIGNAL PLAN \ \ \ \ 1 \\, o. \ \ ��`\ \ X\\N\ °\ \o o'`\ o \, \ ! \ \ IN o \o NN, `\ \� IN, IN, \ NN ` ,N\\ `\ NNN \\\ \ \ 1 \!\ O III \•, `oma \\ �`•\�o\, o\ \` \ \ `\. \ \ �\ \ \ \ \ \ \ \ \ 06.09.2021 \. \ `\ ` 11 , , '\, ` \ \a seal&signature: date: \\ INN \* \ \\ \ .\ \, °\'`\ ! \ \\ !\\ `\ \ \ \ `\ �\ `\ \! \o \ \! \\, project no.: 07-2015 NN \ \ \ o� o `, '\ RED AA \ \ ! \ \ \ \o \ \ \ \ \ \ \\ �, C� drawn by: AE !\ '\ o \ \ \ \ \ `\ \ yS C! �\\ ! \\\ \\s ♦, \ \ \ \ \ \ ! \ checked by: MC a �\ \ \ ! \`, ! \ NOTN C,ONTRAGT r \ \ \. \ \ \� `\ \ \ \. `\ _ y \ �\ IN \ \ �``� \\ \ \ \ �\ \y \ \ \ \ > `` EXISTING TOYREMAIN. \\\ !\ �\ \ \, \\ \ `\, \ ,\\,, \ \ \ \ �, \\ \\ \ \\ \ \ \ ` \ \\ \�\ \ \ \ ,, . \ A 160 . 00 BASEE'�T\ LDOR\`POWER\8c\SIGNAL\ PLAN!\\ \\ \ \ \, \, �` \ �, \\`\,\ \\\\ \`\ \ \� ;\\ \\ \\ `\ \\a\. °� \\ \ y o267 o� _ ! \ \ \ ! \ \ ♦ \`\ \ °\ \\\\`\\\. �> \ \ \ �, \ \. !.\ \ '\ \ \ \ \ \�\�\. \ `\ \. \ \ ` . \\`.. \ `\ II NORTH r 1 SCALE: t/4'-1-0 ry� FOF Nt�` cad file no.: ©copyright studio Cicetti architect pc L_ F general note: LEGEND: all drawings, specifications, plans, ideas, arrangements, and `\ \ \ ` \ \ \ \ , \. \ \ \ \ \ ` `, ti\ \ `\ \ designs represented or referred to are the property of and \N X owned by studio Cicetti architect PC, whether the project for EXISTING EXTERIOR WALLS \X\ which they are prepared is executed or not. they are created, \ �\ \ \ \ \ `� 4 \ \ \ \ \ \ \ \ `\ \\\, \ \ \ `, `\ \ \ \ \ '\ \ \ \ \ \ \ \ \ \. \ \ \ `\ \, \ \ evolved, developed, and produced solely for use on and in X\ NEW PARTITIONS \, f' \ \ \ N F connection with this project and none of the above may be ,\ X \ \ \ ° \ \, \ \ \ 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. N\,< \ `\ \`\, ```\, ' \ ` `` '� \� ` no. date submission N\ N \ \ \ \'\, \ \\\\ \, \\ \ `\ \\ `\ �, `\ \ \ °\\, 0: (DE x N' 06.09.2021 ISSUED TO BUILDING DEPARTMENT POWER LEGE M. EXG. OUTLET TO BE REMOVED \ \ ` \ \\ \ \ \ \ \ \ \\ `\ \ \ \ \ \ `\ \ \ DM. EXG DEDICATED OUTLET TO BE REMOVED > M. N\\\\ \\ \ \ �\ \N EXG. TELEPHONE DATA TO BE \ \`\ \ \\ \\ ., �° \, \ \ \ \, \ \ \ \ \\ \ \ \ \\ \\ \� REMOVED \ \ \, \ \ \ \ ti \ `, \\, \,\ .o, \ \ \ \ \.. \, `\ `\ `,\, \ , \\ '\ e \� ` \`. -0 M. EXG. CABLE TV JACK TO BE `` \ \ \, `' \ ` \ + `, ` \ `\ \ `` \ \ ` \ \ ` 0 REMOVED I \ `\ \ \ \\\, \ \ \ `\\ `\ \ `\` \ `� X POWER LEGEND: (CONST.) M qM FLOOR DUPLEX J , , \ O \ \ \ \ \o \ !° `\ \ \\ \\ \` \ N\ DUPLEX \ \\ \ \`\, \ \, \ \ \,, \\ X QUAD Gh \\N DUPLEX GROUND FAULT CIRCUIT INTERRUPTER DM 1111 LIVING ROOM \ N IN\ \ ` \ ``` \ \N N N \ IN \ \"\ , WPO 21, DM `\\ EXTERIOR DUPLEX GROUND FAULT CIRCUIT INTERRUPTER \ \ \ \ \ \ \ ` \ \ \ \ `, ` \ \, `\ \ \ \ \ M0 LIJ , \ \ \ \ , \ \ \ \` , `\ MILLWORK INTEGRATED DUPLEX \ \ \ ,\ \ y \ ° \ \ \ \. \\ \ e ` U 0 X\\N\ X d DUPLEX W/ USB PORT X LJQ DEDICATED OUTLET ° \``\ \ \ \`` \N TELEPHONE DATA + \ \ \ \ \ \\ ED `` \ b 0 TV CABLE CABLE TV N 'IN P U-11 \NX NX\rj- , 1�11 ,rl \ V N, 7\ N\ N\ \ I + \ \ \ X X N L ETV N: \N 0 40"AFb [106 BEDROOM CIVIL ENGINEER VINCENT GAUDIELLO, PE Vt N \\N\ X 11 \ 0 40*AFF THE RAYNOR GROUP, P.E. & L.S. PLILC \\ '\ \ \, \ °`\ `` \ \ ` \ 60 MONTAUK HIGHWAY \ \ \\\ e, °\ WATER MILL, NEW YORK 11976 631-726-7600 \ \ \ \\ N' \ MEP ENGINEER NINO D'ANTONIO, PE ` \ a \ '` \ \ \ `, , + .\ \ \ ' `• \ \ \ \ \ �\ > ` \ \, \ DIANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE N 240-Aff \ \ ` \ \ \\\ \ \. \�\\ ` \ `\ \ �`` �`\\\ \ \ \ \'\ \ ` \\\.\77\ a \ \ \ \ \ \ \ \ \ 107 BATHROOM NX OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER EVAN AKSELRAD, PE \ \ \ + \ \ \ \\\ \ \ \ \ \ \ °`\ \ �`� 16 JAY STREET FL-3 N \ \ \ \ \\`\ ` \ \ \ \ \� \\ \ \ \\ \ ` \ \ �, \ \ ``\ \� ` \ �`\\ \ \°\ \ / NEW YORK, NY 10013 917.689.0301 \\ , , \ � ., °\ \, \ ,, \. \ \. ``\\\ \N `\ \ \ \ \ \ \`\ \ \ \ n FILING CONSULTANT \ \ �\ \ \ \ \, \ \ ` \ ` \ \ \ ° • SUFFOLK ENVIRONMENTAL CONSULTING DM `\, \ \ \ \, \ \ \ \ \ \ \ \ ` \ \ \N\` \\� \\ \\ \ \ \ \ \ \ N BRIDGEHAMPTON, NY 11932 2322 MONTAUK HWY, 631 .537.5160 N N PU TU ' NJ studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 X\ NA \\ \ ! \ ` . \ \ \ \ \ \ DM 1105 IBATHROOM] project: \\\\\ \ \ ,`\ \� ` \ \ `` \ \ \ \ ``\` NX �T�VIEXG. \, ` \. \ \ \\ `\ \ \ \\ \ \ \\ \` \, \ O e \ \ \ \ `y \\ \ \ \ AKSELRAD RESIDENCE I E)(G. \ \\ \ \ \ \ `. \ \ \ \ \ \, \ \ \. \ \\ \, � ti \ \ '\,, \ \ °\4 \, \,\ \ \, \ \ \, \, ! `\ `\ \ \ \ >\�\ 1104 1BEDROOM 1 G. -A 4125 Nassau Point Rd., Cutchogue, NY 11935 \ \ `\ \\ \ N\ Ek \ ``\,�\ �\\ 1�11b X\\ \N FIRST FLOOR C�XG. EXG. EXG N\ N, N N\CONTRAC.T\\ POWER & SIGNAL PLAN N OTI , EXISTING\TO"REMAIN "N N \ _ ` \ a \ \\\ \ \ \ \ \\ \/ \/ N seal&signature: date: 06.09.2021 07-2015 project no.: D A 001 drawn by: AE 5 5SA C� checked by: IVIC dr i no.: (P A= 161 . 0 0 FIRST FLOOR POWER & SIGNAL PLAN NORTH 41� !)673'% SALE: OF N cad file no.: N @copyright studio Cicetti architect pc L IN, 'N, N, \ 'N, N1\ N,NNN,\ "NN ".�-, \ \\ NN N, 11N, NN \ \ \ I ♦ NN N, NN \ N N' N, V, \ \ \ \1 - \ NNNNN \ NNN, ,NNN, N, "NN, 'N I general note: IN, `NNN IN ♦ NNN N` x\ NN NNN, I N\ NN LEGEND: all drawings, specifications, plans, ideas, arrangements, and \N IN \N\,, NN NNNNN, 1, \\� ♦ \ I designs represented or referred to are the property of and N' NN NN, N \ � EXISTING EXTERIOR WALLS owned by studio Cicett architect PC, whether the project for N, which they are prepared is executed or not. they are created, "N \NNN NNNNN IN -,N N, evolved, developed, and produced solely for use on and in NNNN \ " NNN \1 'N \ \ `NN NN, NEW PARTITIONS ♦ NN \\ , \ "I NN connection with this project and none of the above may be "\� NN \ I I \ disclosed or given to or used by any person, firm, or N 'N, \, \� I .. \ 'N N 'N corporation for any use or purpose whatsoever, except upon N\ N N\.NNNNN NNNI, INNN, NNN NNN NN, the written permission and direction of studio Cicetti architect NN, \N A, \XI NN PC. N NN, \\N , N, IN, NX N'\\ no. NN\N N, date submission `NN, N\ NNNN N, N\ N N, `\ I NNNNNN X \ \ v NN, NNN, ♦ — POWER LEGEND: (DE 06.09.2021 ISSUED TO BUILDING DEPARTMENT -N, N, \\ `\ \ NN, ♦ N, M. EXG. OUTLET TO BE REMOVED NN A NNN,\ 'IN,CONTRACT \\. \\ \N 0 EXG DEDICATED OUTLET TO BE NN, DM. NNN, 'NN N\ EXISTING TOREMAIN REMOVED \ \ \, \ \ \ \- NNNNN NN N DIM. X, EXG. TELEPHONE DATA TO BE NN. N\ NNN, NNNN REMOVED N11 NN / NNNNN DM. EXG. CABLE TV JACK TO BE \NNNNN, \\, \ \\ E REMOVED X NN, NN`N NN, NNNN N, \' 1) (Q) I\\ I \ NN "N, "N \ POWER LEGEND: (CONST. N, 'N EXG. `NN, NNN \ \� \ \\,\\ \ \\ , 'N N\ N, \ \\ \ \ NN N NN � - a FLOOR DUPLEX \NN C3 \0 NNN NN, NN N, IN, N DUPLEX N, \ , N ♦ \ N, N\ QUAD 'N \-\�\ \NNN N. N, X X\\ N NN. \\ ♦ \\" \ -\\ N, NN, IN\ NNN \\ \1 -,\X\ I Gh N, N. NN, -,NNN'\ ,,, NN NNN , NNN,N NN. `NN, DUPLEX GROUND FAULT CIRCUIT I \\ NN, INTERRUPTER IN, G. \\ WP \NNNN ♦ 'N, N' N, I LEX �06 OEDROOM EXTERIOR DUPLEX GROUND FAULT \N\\ 701� \\\XNNNN� \\X CIRCUIT INTERRUPTER N, IN N\ MILLWORK INTEGRATED DUPLEX NN NNN N Uq NN, NN. NNNNNN NNI'\ NNN NNN NN, NN. "N DUPLEX W/ USB PORT NN, `\ C3 N\ NN n NN N, - \ \. \ DEDICATED OUTLET \NNNN� \\ Q N TELEPHONE DATA N, 'N N, 'N N, \N ♦ 'N \ "N' I \ N\ NN, , \ N, NN NNN N, 'N "N IN CABLE TV -N, \\�N WP N\ 0 N' "N\ NN, x N, N\ \ X X \ L NN /Z NN, NN NNN, NN N I NN\ N, N V NN NN, NNN,\ N, \N Nv INN, \\\ \N\ \ \ ' N,\\" NN, NN INN N \ ,\ NNNNN 1 \" ♦ NN NN N\\ NN ' NN. \NN NNN \Nu�\ NNNI N, \ IN. NN, N, IN, N \ NN, N, `N NNN, "N N F\\NN"\NN,\N,, 0 NN\ NNNN V\ v N, 1-11 THE RAYNOR GROUP, P.E. & L.S. PLLC \ N, '\ N CIVIL ENGINEER VINCENT GAUDIELLO, PE N NN\ NN, NNN N NN, N \,N,11\\ , I \ 860 MONTAUK HIGHWAY NN N\ \, \ \ N \ X\\\ -1 \ N, N NN. NN, N\ N. INN NN, N, ♦ N, WATER MILL, NEW YORK 11976 631-726-7600 NN, NN NN N MEP ENGINEER NINO DANTONIO, PE NN, \ \' NN X N\' N\ \ \\\ N N NN N" \N-\ N\ xNN\\\\\\,\ NNN NN, NN. NN \, \ NN NN, N' N ♦ `N \ NNNNN \N\ NNN, NNN N� NN, N D'ANTONIO CONSULTING ENGINEERS NN NNNN N," NNN, NN, 30 W. WAUKENA AVENUE NN, N, NN ♦ OCEANSIDE, NY 11572 516.594.4284 N N\ 'N N, \ \ \ NN N\ 7 _ \ NNNN\_NNN,IW, ' ', \ Nit\ STRUCTURAL ENGINEER 4 A N 'N N, N, NN INNN N, EVAN AKSELRAD, PE NNN\- NN, \NNN NN' NNNN NNN NN, N, V NN, 16 JAY STREET FL3 4 \1 I\ \\ \N, I NNN 11 H "N NN ,NNNNNV, N \7\\\\ �4 N, N 'N ' '\\ V NNN N, NN. \N \ NNN N, \ IN, NEW YORK, NY 10013 917,689.0301 NNNN NNNNNN, 'N, X N. NN, 'N NNNN NN NN 'N, FILING CONSULTANT N, N, N, "N NN, SUFFOLK ENVIRONMENTAL CONSULTING IN, \N IN, N,NNNN 2322 MONTAUK HWY, 'N N, NNN, \ \ \ 'N \ , N \N \ N, N'\ N N, "N NNNN\ NNNN N ' BRIDGEHAMPTON, NY 11932 631 .537.5160 N, "N N,N\ N \, \\ IN NNNN \ \ ,NNN "N NN. V NNNNN\ `NNI INN \ NNN. NNN , N\ N, N\ "N I N\ V" N "N VX V -,NN N NNN N\ NN NNNNNN NN NN 'N studio cicetti architect pc \\N\\ N' -N` \L 172 beard street, brooklyn, ny 11231 718.875.1460 NNN N, NNNNNN \ I NNNN \ N, NN. NN, NN \1 \1 - 11 NNN N, N N` NNN\ '\N NNNN "N N, NNNN\ \ N, 'N NNNNN`NN N. project: N, \N N \N` NNNN N \ NNN N, `N\ NNNNN ' NN, INN, NN' ' N, N\ "N, `NN NN NNNN, NNN, N NNNNN\ AKSELRAD RESIDENCE NN N, N\ ,N\ NNNN NN "N' "N \ N, N, \ \ N\ N \NNN\ N,N N, 'N\ , \ \ , , 4 4125 Nassau Point Rd., Cutchogue, NY 11935 NN, \ \ INN,�� N N \ I \X I \ , NNN IN N, N. NN� \N N N \ NN, \ \ ``\V 11 11 N N, NNN, N\ \`\\ \`\, N, NNNN NN, 'N NNNNN:\NN, NNN SECOND FLOOR \ \ \ \ ♦ \♦ 'N "N' N, NN N\ N, NN, IN, N NNNNN N' INN NN, N, NN, \ N\ NNN NN. NN N, NN, N, NNN \, \N NN NN, 'N NNNNN NN, IN" `NN N, POWER & SIGNAL PLAN \N\ \ \X \\\� \ \ \ I \ NNN N, X 'N NNNNN\ NN 'N \ NNNNN N, NNN N, N`NN` NN, t\ T\1NJC0NTRACT`NNN seal&signature: 06.09,2021 \ \,, �\\°`, \ \\♦ ♦ `` ♦\ \ NNNN , ,N N, \`N` \ \ \ date: N, , \ \ \ `\ \\\NN N♦ project no.: 07-2015 , , \\ N, N, \1 D A NN N\ XISTING\TOREMAI NN, NNNNN NNN, drawn by: `NN NNN, "N `NN AE \\\N `N NN \ N, NNN NN, \N\\ IVIC 'N \N NN, ♦ checked by: P "N INX GO , 3'q (/" - SECONU\rL ow AL\ �LAN, NN �\J\�$LALL I:,1/4`:1'-0` NN NN, dr i no.: NN, N\ 'N NN, 'N `\ N, V 'N , \ , N NNNN NN. NN \N, V\ 'N \ N, N\ N`NN Ar- 162 . 00 N \ NN NN \ NNNN NNN 'N NN, \ I, '\ ,, \, \ \\\ \, \ `,,, ,. \ ♦,..N N \ ♦NN NORTH \ \. \\ \\\ \ \ Ur Nr-141 cad file no.: NN `NN" `� \ \ \ \\ \\ \ \ �\ \ \ \ \\ \ \\N, 'N N NN, \-N\ \NX `NN NNNNNN NN 'N IN @ 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 08.25.2020 ISSUED TO BUILDING DEPARTMENT 10.16.2020 ISSUED TO ZBA 06.09.2021 ISSUED TO BUILDING DEPARTMENT + 99' - 4" A.S.L. OL TOP OF ROOF i�1_i-i-l. I^ U L1 -LCL - - �- �_ 1-'_l 1_ L X11 { IL 1 + 91' - 10" A.S.L. LJ MID-POINT OF ROOF i ° LT� LE -�-I I ° CUC�F)o1J �1;A3014 I ClJCA3 14 ! °_� �1 . _ + 84' - 4" A.Sl• 1-1 _..._.- . IL I ,�L_L -^� °l _�_��_. {.1.:�.._lr'. BOTTOM OF ROOF j ! SC„LEN i SCREEN 1USPIM' o �_ I i �I 57 �CIIC,AffII J 201 - 1 --- i1- _11--u... _. i._. ILLI U 11. 11 J._ .- I_._1- .J_ _. . ._ I L LA I I i J F I I F- s { H. s i � to S =77— CD o w + 78' - A.S.L. ! CIVIL ENGINEER VINCENT GAUDIELLO PE �, _� EX�'G FIN.. FLR. - Elf � � � ; _ n THE RAYNOR GROUP, P.E. & L.S. PLLC z T.O. TERRACE DECK { 1_! i_ { _Ill 860 MONTAUK HIGHWAY C� P1_ ii �� 1 _ �. �1� p I { -_w z=== - WATER MILL, NEW YORK 11976 631-726-7600 11 C��i C� II _��p I _ul MEP ENGINEER NINO D'ANTONIO, PE 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 €; scRcEra ! 1-06 1-05 1-04 1-03 ' 1-01 �j SCREEN i Ei SCREEN I �! STRUCTURAL ENGINEER 11J, 11 EVAN AKSELRAD, PE SCREEN SCREEN SCREEN SCREEN i SCREEN 6 16 JAY STREET FL3 - ._, LI- _ _ , -- _-� I n. NEW YORK, NY 10013 917.689.0301 + 67 - 0" A.S.L. EXISTING FIN. FLR. ( i „ - - FILING CONSULTANT . _.._ _Y. ENVIRONMENTAL CONSULTING + 65' - 2" A.S.L. 1 147H 1-1 GRADE AT WALKWAY WEST ° L 2322 MONTAUK HWY, BRIDGEHAMPTON, NY 11932 631 .537.5160 1..1.1._ -- studio cicetti architect pc z 172 beard street, Brooklyn, ny 11231 718.875.1460 + 59' - 11 112" A.S.L. j F , project: EXISTING AVERAGE GRADE AKSELRAD RESIDENCE kq + 56' - 3" A,S.L, OMLd EXISTING FIN.FLR. - ' 4125 Nassau Point Rd., Cutchogue, NY 11935 + 54' - 9 1/2" A.S.L. OIL GRADE AT B.O. STAIR ELEVATIONS SOUTH ENT /4`=1'-0" seal&signature: date: 08.25.2020 project no.: 07-2015 D '4RCy drawn by: AE checked by: MC r dr i no.: syr 0?67,3.�1�1 yp4 A-200 . 00 SOF N '� 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 08.25.2020 ISSUED TO BUILDING DEPARTMENT 10.16.2020 ISSUED TO ZBA + 99' - 4" A.S.L. + 99' - 4" A.S.L. OML 06.09.2021 ISSUED TO BUILDING DEPARTMENT TOP OF ROOF TOP OF ROOF — rs + 91' - 10" A.S.L. + 91' - 10" A.S.L. MID-POINT OF ROOF MID-POINT OF ROOF — I cu,A3ti�i4 _ �I + 84' - 4" A.S.L. - + 84' - 4" A.S.L. BOTTOM OF ROOF / I — BOTTOM OF ROOF SCREEN SCREEN / � C1�A3060 � 1 Cl1CA3C�J + 78' - 7" A.S.L. w w bN i; �3A6 w = i + 78' - 7° A.S.L.LLJ EXGFIN. FLR.+ 78' - 3" A.S.L.T.O. TERRAE DECK z z T.0. TERRACE DECK C:) J � J CW'3�'��i f m m Yr -T-T-1 {: i ~ CIVIL ENGINEER VINCENT GAUDIELLO, PE { _ SCREE] SCREEN L �i _ = i // I THE RAYNOR GROUP, P.E. & L.S. PLLC SCREE/ 1-07 860 MONTAUK HIGHWAY O E I WA R MILL, NEWYORK 11976 631-726-7600 1-02 i Ct7CA3010 u i/ I_I \ // L-1 : : �!_._ MEP ENGINEER NIN D �; O ANTONIO, PE + 67' - 0" A.S.L. 3D0 W WAOUKEONA NSULTING AVENUEENGINEERS EXISTING FIN. FLR. OCEANSIDE, NY 11572 516.594.4284 - I + 67' - 0" A.S.L. OgL MI i r6 + 65' - 2" A.S.L. EXISTING FIN. FLR. - STRUCTURAL ENGINEER GRADE AT WALKWAY WEST _ EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT SUFFOLK ENVIRONMENTAL CONSULTING / 2322 MONTAUK HWY, + 59' - 11 1/2" A.S.L. + 59' - 11 112" A.S.L. \ / BRIDGEHAMPTON, NY 11932 631 .537.5160 EXISTING AVERAGE GRADE EXISTING AVERAGE GRADE KRU t / studio cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 + 56' - 3" A.S.L. 0L &001) EXISTING FIN.FLR. -- project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 2 WEST ELEVATION EAST4-ELEVATION ELEVATIONS SCALE: 1/4"=1'-0' EAST & WEST seal&signature: date: 08.25.2020 project no.: 07-2015 D AC,y� drawn by: AE 5�A C C' �� checked by: MC dr i no.: (P A=201 . 00 �ok9r� O2f?3� yp� OF NES 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 06.09.2021 ISSUED TO BUILDING DEPARTMENT +99'-4" ASL. T -99'-4" ASL. OP OF ROOF 0P OF ROOF +91'-10" ASL. +91'-10" ASL. MID-POINT OF ROOF NIID-POINT OF ROOF 2 A-400 I I I I I I +84'-4" ASL. +84'-4" ASL. BOTTOM OF ROOF BOTTOM OF ROOF 219 ERRACE I I 219 ERRACE I I 1 206 1BEDR00M +78'-7" ASL. A-400 �o _ +78'-7" ASL. r - FINISHED FLR. -- - ----- - --- - --- - FINISHED FLR. z a m I CIVIL ENGINEER VINCENT GAUDIELLO, PE C I a I THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY LLJ� IWATER MILL, NEW YORK 11976 631-726-7600 w I _ I MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE 111 \ I I OCEANSIDE, NY 11572 516.594.4284 LIVING ROOM STRUCTURAL ENGINEER + +67'-0" ASL. EVAN AKSELRAD, PE STING ASL. EXISTING FIN. FLR. 16 JAY STREET FL3 +65'-11ASL. EXISTING FIN. FLR. +65'-11" ASL. " GRADE AT ENTRY GRADE AT ENTRY NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT SUFFOLK ENVIRONMENTAL CONSULTING 2322 MONTAUK HWY, BRIDGEHAMPTON, NY 11932 631 .537.5160 - I 003 BEDROOM +59'-11 1/2" ASL. I I +59'-11 1/2" ASL. studio Cicetti architect pc EXISTING AVERAGE GRADE EXISTING AVERAGE GRADE I I 172 beard street, brooklyn, ny 11231 718.875.1460 56'-3" A L. 53'-3" A project: EXISTING I IN.FLR. � _-- UISTING f IN.FLR AKSELRAD RESIDENCE I 4125 Nassau Point Rd., Cutchogue, NY 11935 BUILDING SECTION ( BUILDING SECTION LOOKING WEST BUDDING SECTION LOOKING WEST 1 SCALE: 1/4"=1'-0° SCALE: 1/4"=1'-0" seal&signature: date: 06.09.2021 project no.: 07-2015 •�F,vakED ARC'�f drawn by: AE IgA C�' F checked by: MC r rA- no.: tP 300 . 00 y SOF NE`N 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, CONSTRUCTION NOTES: evolved, developed, and produced solely for use on and in TERRACE CONSTRUCTION: connection with this project and none of the above may be -1X6 IPE WOOD DECKING ON SLEEPERS -POLYURETHANE MEMBRANE ROOFING SYSTEM disclosed or given to or used by any person, firm, or SLOPED RIGID INSULATION ° O ALL WALL AND CEILING INSULATION corporation for any use or purpose whatsoever, except upon 2" PLYWOOD DECKING INSTALLED PER MANUFACTURER'S the written permission and direction of studio Cicetti architect -11-7/8" TJI WOOD JOISTS--SEE STRUCTURAL INSTRUCTION. PC. A" GWB ° 2 ALL FLOOR INSULATION INSTALLED PER -PAINT (REF. INTERIOR FINISH SCHEDULLE)E) O MANUFACTURER'S INSTRUCTIONS AND IN no. date submission ° --= SUBSTANTIAL CONTACT WITH THE ° UNDERSIDE OF THE SUBFLOOR. ° ° 06.09.2021 ISSUED TO BUILDING DEPARTMENT +78'-7" ASL. ° SECOND FLOOR ALUMINUM CLAD WOOD FRENCH DOOR IN 111111, EXISTING WINDOW OPENING - 11111, '�' "` DECK LEDGER ANCHORED TO EXT'G RIM i � • 1111 111 JOIST . 111 l 111 Il 111 It 1 Illi t +77'-1' ASL. _ _ •' 111 _ ----------------------- BEAM AND JOISTS BEARING HEIGHT WALL CONSTRUCTION: -PRE-DIPPED CEDAR SHINGLES, 5" EXPOSURE +:; TERRACE CONSTRUCTION: -HP SLICKER RAINSCREEN AND HOUSE WRAP -1X6 IPE WOOD DECKING ON SLEEPERS -5'8" CDX PLYWOOD SHEATHING PSL BEAM--SEE STRUCTURAL. -POLYURETHANE MEMBRANE ROOFING SYSTEM -2X12 STUDS SLOPED RIGID INSULATION -R-20 NEW ° E CLOSED CELL URETHANE SPRAY - � PLYWOOD DECKING FOAM INSULATION WITH SPRAY-APPLIED -11-7/8" TJI WOOD JOISTS--SEE STRUCTURAL VAPOR BARRIER -1/2", PVC BOARD CEILING, TO MATCH EX'G ° -%" GWB / -PAINT (REF. INTERIOR FINISH SCHEDULE) ° - PSL BEAM - SEE STRUCTURAL ° OPERATIONAL ALUMINUM CLAD WOOD WINDOW ° ° r— +78'-7" ASL. ° SECOND FLOOR _ FLOOR CONSTRUCTION: -Y/4" WOOD FINISH FLOOR -[2] LAYERS 2" PLYWOOD LAYED +77'-1" ASL. PERPENDICULAR TO EACH OTHER AND BEAM AND JOISTS BEARING HEIGHT "-r ADHERED TO EACH OTHER WITH SUBFLOOR ADHESIVE - -FLOOR JOIST (REF. STRUCTURAL PLANS) -R-20 NEW CLOSED CELL URETHANE SPRAY FOAM INSULATION TERRACE CONSTRUCTION: ,[ '«'+ -1X6 IPE WOOD DECKING ON SLEEPERS ++fl +++++ T POLYURETHANE MEMBRANE ROOFING SYSTEM ° f '•`, ; C SLOPED RIGID INSULATION - " ° PLYWOOD DECKING CIVIL ENGINEER VINCENT GAUDIELLO, PE TJI JOISTS ON JOIST HANGERS -11-7/8" TJI WOOD JOISTS--SEE STRUCTURAL THE RAYNOR GROUP, P.E. & L.S. PLLC ° ATTACHED TO EX'G RIM JOIST ° \ 860 MONTAUK HIGHWAY +E7'-O" ASL. '•'•'r' II, FIRST FLOOR = \ PSI BEAM --SEE STRUCTURAL 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 +67'-0" ASL. \ _ STRUCTURAL ENGINEER FIRST FLOOR \ EVAN AKSELRAD, PE a 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT DECK LEDGER BOLTED TO • SUFFOLK ENVIRONMENTAL CONSULTING CMU FOUNDATION WALL d ,• � 2322 OBR DGEHAMPTON NY 11932 631 .537. 5160 studio cicetti architect pc SCREEN WALL CONSTRUCTION: 172 beard street, brooklyn, ny 11231 718.875.1460 A -1X5 AZEK BOARDS, PAINTED WHITE -2X4 STUDS project: CONCRETE SLAB ON GRADE A KS E L RA D RESIDENCE oa 4125 Nassau Point Rd., Cutchogue, NY 11935 F U DkTtOfd-A I D ET I L N ——C N RE TE--FO&T4I`G. 0 C-RET�F O N WALL SECTIONS �—S E ST TTCTC7RAL'D AdNU"S� E STR RA RfiW11VGS L C FR_N I seal&signature: date: 06.09.2021 %o o °moo t 015 So. r`�.,� a .. . — o�°o \ ER�� ARC drawn by: 07-2 AE -- -Q p o� checked by: M 0 -� a: -- 40 o boo O a . p ,..•. • r _ 0 0 ,o.o. ° .. dr no.: III --III III III I I — N A ' 400 . 00 i l i l III III III III III III III Ili i l i —III III III III III I I �9r� ,,..r�yob OF NE`N cad file no.: L(Dtsc : Y/4"=1'-0" 2 SCALE: 3/4"=1'-0" 1 T ©copyright studio Cicetti architect pc - L_ DOOR SCHEDULE general note: FLR. DOOR ROUGH OPENING FINISH OPENING all drawings, specifications, plans, ideas, arrangements, and DIMENSIONS DIMENSIONS WALL FRAME HARDWARE designs represented or referred to are the property of and REMARKS owned by studio Cicetti architect pc, whether the project for N0. FROM TO TYPE MATERIAL FINISH THICK. RO WIDTH RO HEIGHT FO WIDTH FO HEIGTHICKNESS DOOR which they are prepared is executed or not. they are created, HT OPERATION SW SHGC MATERIAL TYPE SET HANDING CLOSER evolved, developed, and produced solely for use on and in STOP connection with this project and none of the above may be G 001 015 PORCH 017 OUTDOOR STORAGE TBD WOOD PAINTED 1 3/4" 36" 80 SWING WOOD TBD disclosed or given to or used by any person, firm, or corporation for any use orp urpose whatsoever, except upon 101 102 HALLWAY 111 LIVING ROOM B WOOD PAINTED 1 3/4" 36" 80" POCKET WOOD G the written permission and direction of studio Cicetti architect 102 102 HALLWAY 106 BEDROOM A WOOD PAINTED 1 3/4" 36" 80" SWING WOOD D pc. no. date submission 103 106 BEDROOM CLOSET B WOOD PAINTED 1 3/4" 30" 80" POCKET WOOD G 104 102 HALLWAY CLOSET B WOOD PAINTED 1 3/4" 30" 80" POCKET WOOD G 06 09 2021 ISSUED TO BUILDING DEPARTMENT 105 106 BEDROOM 107 BATHROOM B WOOD PAINTED 1 3/4" 32" 80" POCKET WOOD E "106 102 HALLWAY 104 BEDROOM WOOD PAINTED 1 3/4" 36" 80" SWING WOOD D "I07 104 BEDROOM CLOSET C WOOD PAINTED 1 3/4" 66" 80" SWING WOOD J "108 104 BEDRODM 105 BATHROOM B WOOD PAINTED 1 3/4" 30" 80" POCKET WOOD E DOOR 1 3/4" 73 5/8" 80 1/2" 72 5/8" 80" SWING XX WOOD A MARVIN' 2-LEAF CN6070 2 _01 206 BEDROOM 220 TERRACE L WOOD/GLASS PAINTED TRANSOM 1 3/4" 73 5/8" 12 1/2" J 72 5/8" 12" PICTURE WOOD MARVIN CN3614 HAR DWA� E SETS SET A INCLUDED IN MARVIN'S WINDOWS AND DOORS PACKAGE SET D - INTERIOR PRIVACY TUBULAR LATCH SET SET E - FLUSH PRIVACY PULL SET SET G - FLUSH PULL (2 PER LEAF) SET J - INTERIOR PASSAGE TUBULAR LATCH SET ENTRY PRIVACY - PRIVACY BOLT PRIVACY - POCKET DOOR PULL (1 F'ER LEAF) PASSAGE - POCKET DOOR PULL (1 PER LEAF) CLOSET - PIVOT HINGES (SWING) - BALL BEARING HINGES, HEAVY DUTY (POCKET) - HAFELE FUTURA - TYPE I FRAMING KIT (POCKET) - HAFELE FUTURA - TYPE II FRAMING KIT (PIVOT DOOR) - HAFELE JUNIOR 40Z SLIDING HARDWARE - HAFELE JUNIOR 40Z SLIDING HARDWARE W N DOW TYPES FINISHED LLOP OPENING SIZESNASONS ON THIS PER MARVIN PAGE S SPECIFICATIONS DOOR TYPES SEE SCHEDULE SEE SCHEDULE Pf SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE L I F C'. G x e o J a; o CIVIL ENGINEER VINCENT GAUDIELLO, PE UJ J J THE RAYNOR GROUP, P.E. & L.S. PLLC 0 0- w w W 860 MONTAUK HIGHWAY (U UN U U 2 01 WATER MILL NEW YORK 11976 631-726-7600 N N UJ bi UJ I'l UJ MEP ENGINEER NINO D'ANTONIO, PE . N N N V) UJ Ldo o D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE 3 36" 36" OCEANSIDE, NY 11572 516.594.4284 36" 36" '� 7 " STRUCTURAL ENGINEER FINISH FLOOR 7 EVAN AKSELRAD, PE 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 O O U CD © © © 0 SWING POCKET POCKET PAIR SWING FILING CONSULTANT MARVIN CN3614/3660 MARVIN CN3614/3660 MARVIN CN3614/3660 (2) WOOD WOOD WOOD WOOD SWING SUFFOLK ENVIRONMENTAL CONSULTING WOOD WOOD WOOD INTERIOR DOOR WOOD/GLASS 2322 MONTAUK HWY,DOOR CASEMENT, LEFT HAND CASEMENT, RT. HAND CASEMENT INTERIOR DOOR INTERIOR INTERIOR DOOR EXTERIOR DOOR BRIDGEHAMPTON, NY 11932 631 .537.5160 WINDOW SCHEDULE studio cicetti architect pc 172 beard street, Brooklyn, ny 1 1231 718.875.1460 FLR. WINDOW ASSEMBLY R.O. UNIT R.O. DIMENSIONS F.O. DIMENSIONS DIMENSIONS REMARKS project: NO. ROOM NAME TYPE MATERIAL RO WIDTH RO HEIGHT RO WIDTH RO HEIGHT FRAME WIDTH FRAME HEIGHT OPERATION NFRC U-FACTOR SHGC AKSELRAD RESIDENCE 37" 59-5/8" 36" 59-1/8" CASEMENT / L. HAND 0.3 .26 CN3660 1-01 1 11 LIVING ROOM 1 ALUM CLAD WOOD 37" 74-3/4" 37" 13-5/8" 36" 13-1/8" TRANSOM 0.3 .26 CN36144125 Nassau Point Rd. Cutcho ue NY 11935 g , 37" 59-5/8" 36" 59-1/8" CASEMENT / L. HAND 0.3 .26 (2) CN3660 — MULLED UNIT, NO SPACER 1-02 106 BEDROOM 3 ALUM CLAD WOOD 73 74-3/4" QQ 37" 13-5/8" 36" 13-1/8" TRANSOM 0.3 .26 (2) CN3614 — MULLED UNIT, NO SPACER DOOR Cit WINDOW 37" 59-5/8" 36" 59-1/8" CASEMENT / R. HAND 0.3 .26 CN3660 1 -03 106 BEDROOM 2 ALUM CLAD WOOD 37" 74-3/4" 37" 13-5/8" 36" 13-1/8" TRANSOM 0.3 .26 CN3614 SCHEDULE & TYPES 37" 59-5/8" 36" 59-1/8" CASEMENT f L. HAND 0.3 .26 CN3660 1--04 106 BEDROOM 1 ALUM CLAD WOOD 37" 74-3/4" 37" 13-5 " /8 36 13-1/8 TRANSOM 0.3 .26 CN3614 1 -05 106 BEDROOM 2 ALUM CLAD WOOD 37" 59-5/8" 36" 59-1/8" CASEMENT / R. HAND 0.3 .26 CN3660 seal&signature: date: 06.09.2021 37" 74-3/4" project no.: 07-2015 37" 13-5/8" 36" 13-1/8" TRANSOM 0.3 .26 CN3614 5 AE ARCy drawn by: AE 1--06 106 BEDROOM 1 ALUM CLAD WOOD 37 59-5/8" 36" 59-1/8" CASEMENT / L. HAND 0.3 .26 CN3660 / 37" 74-3/4 ��r checked by: MC r rA.- 700 . 00 no.: 37" 13-5/8" 36" 13=1/8" TRANSOM 0,3 26 CN3614 37" 59-5/8" 36" 59-1/8" CASEMENT / R. HAND 0.3 .26 CN3660 N ,�. 1-07 105 BATHROOM 2 ALUM CLAD WOOD 37" 74-3/4" �� 273 ¢ 37" 13-5/8" 36" 13-1/8" TRANSOM 0.3 .26 CN3614 ��OF NEw y� cad file no.: NOTE: ALL WINDOWS WITH TRANSOMS WILL NOT BE FACTORY MULLED, TO BE INSTALLED BY GC WITH 2" HORIZONTAL SPACER TO MATCH DOOR/TRANSOM DETAIL. ©copyright studio Cicetti architect pc L_ FINISH WALLFINISH WALLFINISH WALL general note: all drawings, specifications, plans, ideas, arrangements, and - designs represented O[[8f�rR3�tD8[�t�8D[O��vOf8nd HAFELE JUNIOR 40Z - --- -- ` PTD. WOOD TRIM SLIDING DOOR TRACK owned b»studio CiCetti architect PC, whether the project fO[ eyare c[eStBd. PTD. WOOD TRIM evolved, developed, and produced solely for use ODand iO OOnO�OtiODVVit�thiSp 8OtB�dOOO8Ofƒh88�OVHrn8y�8 LIDING DOOR TRACK, disclosed Orgiven toOrused h»any person, firm, TROLLEYS AND HEADER Or corporation for any use Orpurpose whatsoever, except upon the written permission and direction of studio CiC8tti architect PTD. SINGLE RABBET WOOD HEADER PC. PTD. WOOD DOOR TRIM WITH "" `---------TAPE BOND, SRACKLE ALLOWSCREWS TO PAINT ` TO MATCH THE ' no. date SUhFOiSSiOO REMOVAL ACCESS TO , ` PAINT SCREW PTD WOOD HEAD—/ WALLS HEADS. TRACK TRIM. ATTACH INSET PANEL ROOM SIDE TRIM WITH 06EP4RT��EKjT INSET PANEL COUNTERSUNK SCREWS �� 1� ISSUED T~F> �[]!�[l��[�., ^'[l TO ALLOW REMOVAL FOR ACCESS TO TROLLEYS. PANT SCREW HEADS. INSET PANEL ROUT BOTTOM OF ROUT BOTTOM DF DOOR TO ACCEPT DOOR TO ACCEPT GUIDE PROFILE GUIDE PROFILE FLR, MTD. DOOR GUIDE FLR. MTD. DOOR GUIDE CONT. UNDERCUT AT WITHIN WALL CAVITY WITHIN WALL CAVITY CONT. UNDERCUT AT CONT. UNDERCUT AT BOTTOM OF DOOR AS TOP OF FIN. FLR. BOTTOM OF DOOR AS TOP OF FIN. FLR. BOTTOM OF DOOR AS —TOP OF FIN. FLR. REG'D. REQ'D. i" �e REQ'D. 5; "14 ""�2SWING DOOR HEAD AND SILL DETAIL (TYPE A) K4'_�POCKET DOOR HEAD AND SILL DETAIL (TYPE I AN D �� (.A-70V SCAM 3" - 1' �711 SCALE. 3* - 1' �t7�01 SCALE- 3*- V / V 6_'�TRIMLESS POCKET DOOR JAMB DETAIL (TYPE P) HAFELE FUTURA TYPE U HAFELE FUTURA TYPE U SLIDING FUOR FRAMING KIT SLIDING FOOR FRAMING KIT TAPE` BOND, SPACKLE, PAINT TO MATCH THE ok BARREL HINGE, TYP.; -`-------- SPACKLE ROUTE DOOR �3 TAPE, BOND, ' NECESSARY PAINT TO MATCH THE WALLS PTD. WOOD DOOR // PTD. WOOD POCKET JAMB PTD. WOOD POCKET JAWB ---� TRIM ' TRIM PTD. WOOD POCKET DOOR PTD. WOOD POCKET DOOR DOOR LEVER PTD. WOOD TRIM PTD, �VOOD TRIM PTD. SINGLE RABBET | | | WOOD JAMB21 DOOR LEVER PTD. WOOD POCKET DOOR PTD. WOOD POCKET DOOR {}|\/|L ENGINEER \/|NCENTG/\U[}|ELLC}. PE PTD. POCKET DOOR STR|KEpTD� POCKET DOOR STRIKE THE R/\Yy4C}R (�R[)UP. P.E. 8^ L.S. PLL�� JAMB ' JAMB PTD. WOOD PIVOT DOOR 860 K4[)NTAUK H|GH\8//\Y ~ WATER MILL, NEWYORK 11976 031-720-7600 CENTERLINE 0F DOOR PIVOT - 00 TAPE. BOND, SPACKLE, MEP ENGINEER N|N[) [}'/\NT{]N|[}. PE 17 PAINT TO MATCH THE TAPE, BOND, SPACKLE, L]'/\��TC}N|[} ��{}NGULT|[�(� EN{3|��EEF<G WALLS ' ' PAINT TO WATCH THE 30 W. VVAUKENA /YVENUE 0�LB [)C)EANG|[}E. NY 11572 51O5Q44��4 � PTD. GWB STRUCTURAL ENGINEER EVAN AK8ELRA[} PE r PTD WOOD TRIM PTD WOOD TRIM ' � r 0, 10 JAY STREET FL3 FINISH WAL �� U.� �� FINISH WALL `� K FINISH WALL - `` "�` NEW YORK, NY 1OO18 g17��8Q�O3O1 r3 '�POCKET DOOR JAMB DETAIL (TYPE I AND H F|L|0�� NSULTA�T SCAM 3" v' (TYPE"_'�lSWING DOOR JAMB DETAIL � sm� � � �' ' SUFFOLK ENVIRONMENTAL CONSULTING ~_~- ~^_� ` :�� 2322 M[)NTAUP{ H\NY, BR|[}GEH/\MPTDN, NY 11932 @31 .537.51OO studio � �� mr=� �� m�� pc 172 beard street, brOok|yn. ny 11231 718.875.1460 project: EL = RESIDENCE 4125 N8SS@U Point Rd., CUtChOOU8, Kj\/ 11935 DETAILS I I�I WINDOW HEADER--SEE WINDOW HEADER--SEE a I STRUCTURAL. STRUCTURAL. general note: 8" THK. CDX SHEATHING I ' CONT. ELASTOMERIC 1" GAP FOR VENTING AT ALL CONT. ELASTOMERIC all drawings, specifications, plans, ideas, arrangements, and HP SLICKER RAINSCREEN + CAULK TERMINATION 4 SOFFITS & SILLS. CAULK TERMINATION designs represented or referred to are the property of and PTD. PVC SOFFIT. AND HOUSEWRAP; CONTINUE BEAD AT TOP EDGE OF BEAD AT TOP EDGE OF owned by studio Cicetti architect pc, whether the project for OVER FLASHING ( FLASHING (TOOLED FLAT) FLASHING (TOOLED FLAT) which they are prepared is executed or not. they are created, PRE-DIPPED CEDAR 8" GWB. I I + + + 51evolved, developed, and produced solely for use on and in _ ,4' , + , + + SHINGLES, 5" OVERLAP. ;. s GWB. connection with this project and none of the above may be NEW CLOSED CELL _. - NEW CLOSED CELL 8" THK. CDX SHEATHING t + I + + URETHANE SPRAY FOAM disclosed or given to or used by any person, firm, or URETHANE SPRAY FOAM HP SLICKER RAINSCREEN i I + INSULATION WITH corporation for any use or purpose whatsoever, except upon INSULATION WITH AND HOUSEWRAP; CONTINUE i + SPRAY-APPLIED, OR the written permission and direction of studio Cicetti architect SPRAY-APPLIED, OR OVER FLASHING INTEGRAL VAPOR pc. INTEGRAL VAPOR i + I BARRIER. BARRIER. PRE-DIPPED CEDAR i ICONT. SELF-ADHERED SHINGLES, 5" OVERLAP. CONT. SELF-ADHERED 1 I + + ,I;* STRIP FLASHING OVER no. date SUbmISSIOn 1X PRESSURE TREATED STRIP FLASHING OVER 1X PRESSURE TREATED 6 + SHEET COPPER FLASHING STARTER STRIP. SHEET COPPER FLASHING STARTER STRIP. -0. I a WOOD TRIM, PAINTED. CONT. SHEET COPPER a WOOD TRIM, PAINTED. CONT. SHEET COPPER I + 06.09.2021 ISSUED TO BUILDING DEPARTMENT FLASHING; LAP FLASHING FLASHING; LAP FLASHING i + + OVER CASING. OVER CASING. + PTD. a PVC CASING..-� PTD. PVC CASING.. '� + + + CONTINUOUS PRESSURE CONT. SELF-ADHERED CONTINUOUS PRESSURE I '' CONT. SELF-ADHERED TREATED SPACER. STRIP FLASHING UNDER TREATED SPACER. ) + H-- i + STRIP FLASHING UNDER SHEET COPPER FLASHING SHEET COPPER FLASHING AND OVER WINDOW AND OVER WINDOW NAILING FLANGE. NAILING FLANGE. WOOD SPACER. 5/4 WOOD TRIM, PAINTED. 5/4 WOOD TRIM, PAINTED. PAINTERS CAULK, PAINTERS CAULK. I 10 DOOR o- HEAD AT 2X6 WAIL �SCVDOW - HEAD AT 2X6 WAIL I I PROVIDE A CONT. AIR SEAL VAPOR IMPERMEABLE PROVIDE A CONT. AIR SEAL VAPOR IMPERMEABLE (BACKER ROD AND MEMBRANE FLASHING (BACKER ROD AND MEMBRANE FLASHING OVER ELASTOMERIC SEALANT) CREATING BACK DAM ELASTOMERIC SEALANT) 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 a WOOD TRIM SILL, PAINTED. i WOOD TRIM SILL, PAINTED. I PTD. PVC SILL WITH DRIP PAINTERS CAULK a KERF AND SLOPED TO DRAIN. a WOOD JAMB EXTENSION, i 4 WOOD JAMB EXTENSION, CONT. VAPOR PTD. CONT. VAPOR I PTD. IMPERMEABLE MEMBRANE i WOOD SPACER. IMPERMEABLE MEMBRANE WOOD SPACER, FLASHING OVER EXTERIOR v- FLASHING OVER EXTERIOR COPPER FLASHING, WOOD — COPPER FLASHING, WOOD SHIM, INTERIOR BACK - SHIM, INTERIOR BACK DAM. DAM. PTD. PVC CASING. PTD. 4' PVC CASING. 4 WOOD TRIM, PAINTED. 1" HORN. CIVIL ENGINEER VINCENT GAUDIELLO, PE WOOD TRIM, PAINTED. TYP. THE RAYNOR GROUP, P.E. & L.S. PLLC CONTINUOUS PRESSURE SEE 5/A-702 CONTINUOUS PRESSURE 860 MONTAUK HIGHWAY TREATED SPACER. + + + TREATED SPACER. + + + WATER MILL, NEW YORK 11976 631-726-7600 + + + ! $" GWB. + + + " GWB. + + + + + + MEP ENGINEER NINO D'ANTONIO, PE + + + I NEW CLOSED CELL NEW CLOSED CELL D'ANTONIO CONSULTING ENGINEERS HP SLICKER RAINSCREEN URETHANE SPRAY FOAM HP SLICKER RAINSCREEN + + + URETHANE SPRAY FOAM AND HOUSEWRAP + INSULATION WITH AND HOUSEWRAP + + + INSULATION WITH 30 W. WAUKENA AVENUE PRE-DIPPED CEDAR + + + SPRAY-APPLIED, OR PRE-DIPPED CEDAR + + + SPRAY-APPLIED, OR OCEANSIDE, NY 11572 516.594.4284 SHINGLES, 5" OVERLAP. + + + INTEGRAL VAPOR SHINGLES, 5" OVERLAP. + + + INTEGRAL VAPOR BARRIER. STRUCTURAL ENGINEER + + + BARRIER. THK. CDX SHEATHING + + + " THK. CDX SHEATHING _ + + + + + + 'I EVAN AKSELRAD, PE + + + ET FL3 BASE BOARD BELOW. + + + NEW YORK16 JAY ENY 10013 917.689.0301 DOOR - JAMB AT 2X6 WALL WINDOW - JAMB AT 2X6 WAIL FILING CONSULTANT 6 SCALE: 3° -o" SCALE: 3° -o" SUFFOLK ENVIRONMENTAL CONSULTING 2322 MONTAUK HWY, BRIDGEHAMPTON, NY 11932 631.537.5160 PROVIDE A CONT. AIR SEAL FACE OF VAPOR PFACE OF VAPOR IMPERMEABLE MEMBRANE (BACKER ROD AND IMPERMEABLE MEMBRANE studio cicettl architect pc FLASHING BEYOND. ELASTOMERIC SEALANT) FLASHING BEYOND. 172 beard street, brooklyn, ny 11231 718.875.1460 PROVIDE INTERMEDIATE FLASHING TO EXTEND UP ALONG THE PERIMETER OF FLASHING TO EXTEND UP PLASTIC SHIMS BETWEEN THE DOOR JAMBS 6" MIN. THE WINDOW UNIT WHERE IT THE WINDOW JAMBS 6" MIN. THE VAPOR IMPERMEABLE FLASHING AND THE TO CREATE END DAMS INTERFACES WITH THE VAPOR I TO CREATE END DAMS project: IMPERMEABLE MEMBRANE BOTTOM OF THE WOOD ------------------------------ -------------- (TYP.). (TYP.). WINDOW SILL TO CREATE PROVIDE A CONT. AIR SEAL PROVIDE INTERMEDIATE AKSELRAD RESIDENCE A DRAINAGE GAP I CONT. VAPOR IMPERMEABLE (BACKER ROD AND ELASTOMERIC PLASTIC SHIMS BETWEEN MEMBRANE FLASHING OVER I SEALANT) ALONG THE PERIMETER THE VAPOR IMPERMEABLE I EXTERIOR COPPER OF THE DOOR UNIT WHERE IT FLASHING AND THE I FLASHING, WOOD SHIM, VAPOR IMPERMEABLE INTERFACES WITH THE VAPOR BOTTOM OF THE WOOD INTERIOR BACK DAM. 4125 Nassau Point Rd., CutchO ue, NY 11935 MEMBRANE FLASHING. IMPERMEABLE MEMBRANE WINDOW SILL TO CREATE g FLASHING TO EXTEND A DRAINAGE GAP OVER CONT. COPPER zr7, 5 PTD. PVC SILL WITH DRIP ^� FLASHING. KERF AND SLOPED TO DRAIN. 4 WOOD TRIM SILL, PAINTED. WINDOW & DOOR -- IPE WOOD DECKING D ETA I LS �� f • CONTINUOUS COPPER e PTD. 5 PVC APRON. { +FLASHING. ROOF MEMBRANE--EXTEND 4 I� UNDER COPPER FLASHING. ^Im + + 4- CONTINUOUS PRESSURE I + + TREATED SPACER. Hi + + a WOOD TRIM, PAINTED. seal&signature: date: 06.09.2021 D + + + 5,. 9 D CONT. SHEET COPPER + + ; $ GWB.FLASHING project no.: 07-2015 HP SLICKER RAINSCREEN t" ~ }� + + I NEW CLOSED CELL �ER�� AAC,y drawn by: AE ♦ + + URETHANE SPRAY FOAM �� SA C/ ��' WITH HOUSEWRAP ,a'' y F checked by: MC p ''. + I + + INSULATION WITH D I PRE-DIPPED CEDAR Fr + + SPRAY-APPLIED, OR dr I no.: SHINGLES, 5° OVERLAP. + I + + INTEGRAL VAPOR BA Lf I 5/8" CDX PLYWOOD + + � 702 . 00 I _ SHEATHING. + + + I N� �' � � \ I ; ;.�- �2fi?3� y04 OF NE's cad file no.: DOOR �,T SECOND FLOOR TERRACE 1 WINDOW - SILK AT 2X6 WALL 2 SCALE: 3"=1'-0" SCALE: 3"=1'-C" ©copyright studio Cicetti architect pc 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, KEY SYMBOL DESCRIPTION QTY MANUFACTURER MODEL # FINISH LAMP/WATTAGE ACCESSORIES REMARKS 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 Al corporation for any use or purpose whatsoever, except upon�Q SCONCE - - - - - OWNER PURCHASED, G.C. INSTALLED the written permission and direction of studio Cicetti architect PC. C;1 'C1 WET LOC DOWNLIGHT HALO TBD 11W D1 D1 DOWNLIGHT HALO TBD 11W no. date submission C)2 D2 I/O DOWNLIGHT HALO TBD 11 W 06.09.2021 ISSUED TO BUILDING DEPARTMENT F1 F1 FAN - - - - - OWNER PURCHASED, G.C. INSTALLED S1 Sly 1/0 SCONCE - - - - - OWNER PURCHASED, G.C. INSTALLED S2 -+S'2' SCONCE - - - - - OWNER PURCHASED, G.C. INSTALLED S3 Sly SCONCE - - - - - OWNER PURCHASED, G.C. INSTALLED W1 * WALLWASHER HALO TBD 11W ELECTRICAL CONTROLS SCHEDULE SYMBOL EESCRIPTION QTY MANUFACTURER MODEL NAME MODEL # FINISH ACCESSORIES REMARKS 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 L ] FLOOR OUTLET LEW ELECTRIC FITTINGS RRP-2—LR—A STAINLESS STEEL THE RAYNOR GROUP, P.E. & L.S. PLLC COMPANY 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 p D'ANTONIO CONSULTING ENGINEERS DIMMER SWITCH LUTRON DIVA DVCL-153P WHITE CLARO GLOSS WALLPLATE 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 J JAVB SWITCH LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE STRUCTURAL ENGINEER EVAN AKSELRAD, PE MOTION SENSOR LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE N JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 3 THREE—WAY SWITCH LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE FILING CONSULTANT SUFFOLK ENVIRONMENTAL CONSULTING 2322 MONTAUK HWY, 4 FOUR-WAY SWITCH LUTRON CLARO CA-1 PS WHITE CLARO GLOSS WALLPLATE BRIDGEHAMPTON, NY 11932 631 .537.5160 F CEILING FAN CONTROL LUTRON DIVA DVFSQ-F WHITE CLARO GLOSS WALLPLATE studio cicettl architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 ]Z DATA/CABLE LUTRON CLARO SC-CJ WHITE CLARO GLOSS WALLPLATE project: Osco SMOKE & CARBON NEST PROTECT HARD-WIRED MONOXIDE DETECTOR AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 LIGHTING & ELECTRICAL CONTROLS SCHEDULE seal&signature: date: 06.09.2021 project no.: 07-2015 RgA '4RC,Sl� drawn by: AE 5 C� checked by: MC r , rA no.: -740 . 00 SOF N cad file no.: ©copyright studio Cicetti architect pc 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 06.09.2021 ISSUED TO BUILDING DEPARTMENT CONTINUOUS ACOUSTICAL SEALANT CONTINUOUS ACOUSTICAL SEALANT Rai _ FINISH CEILING Jk FINISH CEILING IL � REF. RCP �LL REF. RCP UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE FINISHED CLG; REFERENCE REFLECTED FINISHED CLG; REFERENCE REFLECTED CEILING PLANS CEILING PLANS TAPE AND COMPOUND EXPOSED JTS. TAPE AND COMPOUND EXPOSED JTS. AT GYP. BD. CLG. OR SOFFIT (TYP.). AT GYP. BD. CLG. OR SOFFIT (TYP.). WATER RES. 5/8" GYP. BD. ABV. T.O. CERAMIC TILE OR STONE SLAB (TYP.). T.O. CERAMIC TILE zIRV REF. INT. ELEV. CLG CLG CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 TK. GYP. BD. AS SCHEDULED; 5/8" CEMENT. BACKER BD. AT ALL MEP ENGINEER NINO D'ANTONIO, PE STAGGER JOINTS BETWEEN LAYERS; WALLS TO RECEIVE CERAMIC TILE OR D'ANTONIO CONSULTING ENGINEERS TAPE AND SPACKLE (TYP.). STONE SLAB (TYP.). 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 STRUCTURAL ENGINEER WOOD STUD © 16" O.C. MAX. WOOD STUD © 16" O.C. MAX. EVAN AKSELRAD, PE 16 JAY STREET FL-3 SOUND ATTENUATED INSULATION NEW YORK, NY 10013 917.689.0301 PLAN SOUND ATTENUATED INSULATION PLAN FILING CONSULTANT SUFFOLK ENVIRONMENTAL CONSULTING 2322 MONTAUK HWY, BRIDGEHAMPTON, NY 11932 631 .537.5160 CERAMIC TILE OR STONE SLAB, SEE FINISH SCHEDULE studio cicettl architect pc BASE AS SCHEDULED 172 beard street, brooklyn, ny 11231 718.875.1460 CONTINUOUS ACOUSTICAL OR CONTINUOUS ACOUSTICAL SEALANT FIRE-RATED SEALANT project: FINISHED FLOOR; REFERENCE FINISH FINISHED FLOOR; REFERENCE FINISH PLANS PLANS AKSELRAD RESIDENCE BASE BASE TOP OF STRUCTURE 4125 Nassau Point Rd., Cutchogue, NY 11935 TOP OF STRUCTURE WALL TYPES A NON LOADBEARING PARTITION VON LOADBEARING WET WALL SCALE: N.T.S. CALE: N.T.S. PARTITION TYPE Al: WITH HAFELE FUTURA TYPE II POCKET DOOR FRAMING KIT. PARTITION TYPE 131: PLUMBING WALL WITH 2X6 STUDS PARTITION TYPE A2: WITH 2X6 STUDS PARTITION TYPE 132: CERAMIC TILES (OR STONE) ON BOTH SIDES PARTITION TYPE 83: PLUMBING WALL WITH 2X6 STUDS AND CERAMIC TILES ON BOTH SIDES seal&signature: date: 06.09.2021 PARTITION TYPE 134: WITH HAFELE FUTURA TYPE II POCKET DOOR FRAMING KIT. project no.: 07-2015 WAW- ALEL TYPES \�41 D ARCy� drawn by: AE SCOT TO SCALE CJS �! checked by: MC r dr i no.: N.OA ot? yp�� A-750 . 00 FOF N 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 STRUCTURAL NOTES NOT IN CONTRACT owned by studio Cicetti architect pc, whether the project for which they are prepared is executed or not, they are created, NERAL EXISTING TO REMAIN evolved, developed, and produced solely for use on and in ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND M ® disclosed Or given t0 r Used by any person, firm, or MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, connection with this project and none of the above may be INCLUDING THE FOLLOWING GOVERNING STANDARDS: A. THE N.Y.C. BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES o 1-3 4"x11-7 8" TIMBERSTRAND LSL corporation for any use or purpose whatsoever, except upon HAVING JURISDICTION. — ❑ the written permission and direction of studio Cicetti architect B. A.I.S.C. MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS PC. DESIGN. C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI318) D. AISI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL U no. date submission STRUCTURAL MEMBERS. 6 E. THE TIMBER CONSTRUCTION MANUAL, 3RD EDITION, AMERICAN 1+ INSTITUTE OF TIMBER CONSTRUCTION. �' 5.30.2021 ISSUED TO BUILDINGS DEPT. F. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 ' EDITION. 2. CONTRACTOR SHALL PRDVIDE TEMPORARY SHORING AND BRACING AND MAKE 00 SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING OR BRACING SHOULD BE PROVIDED TO SUPPORT i LOADS AS MAY BE IMPOSED ON THE STRUCTURE OR ADJACENT STRUCTURES DURING CONSTRUCTION. ALL BRACING OR SHORING SHALL BE THE SOLE RESPONSIE3ILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE AS LONG AS -� REQUIRED TO MAINTAIN SAFETY. PATCH AND REPAIR EXISTING CONDITIONS 10'-0" DAMAGED DURING THE COURSE OF CONSTRUCTION. 3. THE CONTRACTOR SHALL SUBMIT A LIST OF CONSTRUCTION SEQUENCING WITH ALL RELEVANT SHORING AND/OR BRACING REQUIREMENTS To THE CONTROLLED INSPECTION ENGINEER OF RECORD TO REVIEW PRIOR TO ANY STRUCTURAL DEMOLITION. - —_ (2)1-3/4"x 1-7/8" TIMBERSTRAND L 4. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND ALTERATION FP OPERATIONS TO BE DONE IN ACCORDANCE WITH THE NYC BUILDING CODE FOR a U THE "SAFETY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS" o O E AND WORKER SAFETY GUIDELINES "SAFETY IN BUILDING OPERATIONS". �., 5. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN VARIOUS DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER OR ARCHITECT AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE 00 CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS FABRICATED OR PUT IN .- PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE (2) 1-3/4"x11-7/8" TIMBERSTRAND L$L COORDINATION OF THE ARCHITECTURAL, STRUCTURAL, HVAC, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS. 0 STRUCTURAL STEEL 1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN. 2. ALL 'STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: ASTM A572 GRADE 50 AS NOTED, STRUCTURAL STEEL FOR TUBES SHALL BE ASTM A500 GRADE B. 3. SIMPLE SHEAR BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE A325-N HIGH STRENGTH BOLTS (3/4" DIA. MIN.) IN BEARING TYPE CONNECTIONS WITH THE THREADS INCLUDED IN THE SHEAR PLANE, UNLESS Q2) OTHERWISE: NOTED, INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR TIMBERST ND LSL —1 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". ANCHOR BOLTS SHALL EI I BE OF A36 OR A307 STEEL. 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED TO RESIST ONE HALF (1/2) OF THE TABULATED UNIFORM LOAD L CAPACITY SOHRE(RESPECTIVE SPAN. THE MINIMUM NUMBER OF BOTS PER CONNECTION HALLBETWO WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION". WELDING ELECTRODES SHALL CONFORM TO LATEST AWS SPECIFICATION FOR E70XX FOR NEW STEEL, USE E70XX LOW HYDROGEN FOR WELDS TO EXISTING STEEL. 5. MINIMUM FILLET WELD SIZES SHALL NOT BE LESS THAN 1/". ' 6. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS ' CIVIL ENGINEER VINCENT GAUDIELLO, PE FOLLOWS: MASONRY OPENING LINTEL I 4'-0" OR LESS L4" x 3-1/2" x 5/16" I I THE RAYNOR GROUP, P.E. & L.S. PLLC 4'-1" TO 7'-0" L5" x 3-1/2" x 5/16" �_� 860 MONTAUK HIGHWAY PLACF. 3-1/2" LEGS ARE HORIZONTAL. UP I I I WATER MILL, NEW YORK 11976 631-726-7600 PLACG. PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS. PLACH. PROVIDE L5" x 5" x 5/16"" ANGLES FOR 6" THICK WALLS AND I I I MEP ENGINEER NINO D'ANTONIO PE PARTITIONS. D'ANTONIO CONSULTING ENGINEERS PLACI. PROVIDE MINIMUM 6" BEARING AT EACH END. PLACJ. LINTELS OVER 4'-O" SHALL BE FIREPROOFED. II ( 11-7/8" TJI @ 12" O.C. I I 30 W. WAUKENA AVENUE PLACK. ANGLE LINTELS FOR MASONRY OPENINGS GREATER THAN 5'-0" SHALL OCEANSIDE, NY 11572 516.594.4284 BE BOLTED TOGETHER AT ENDS AND AT MID SPAN UNLESS OTHERWISE NOTED. STRUCTURAL ENGINEER 1. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK OF OTHER TRADES EVAN AKSELRAD SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. ALL I I ri, , PE NEW HOLE'S TO NEW OR EXISTING STEEL ARE TO BE DRILLED. 16 JAY STREET II 2. SHOP PAINT ALL STEEL AFTER FABRICATION WITH ONE COAT OF A RUST I I ON NEW YORK, NY 10013 917.689.0301 2' INHIBITING PRIMER THAT IS CDMPATIBLE WITH THE TOP COAT. FIELD PAINT AS THICK CONC. WALL PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. CONSULT ARCHITECT 2'-O" x 1'-O" THICK STRIP FOOTING REINFORCED WITH 3 FILING CONSULTANT ABOUT FIRE PROOFING PAINT. I O �6 BARS 3. ALL DUNNAGE STEEL, LINTEL STEEL AND EXTERIOR STEEL To RECEIVE A SHOP I IF SUFFOLK ENVIRONMENTAL CONSULTING COAT OF PRIMER AND TOP COAT AND TOUCHED UP IN THE FIELD AS REQUIRED AFTER ERE:CTION. 2322 MONTAUK HWY, 4. PAINT ON PORTIONS OF MEMBERS TO BE EMBEDDED IN CONCRETE OR MORTAR I I BRIDGEHAMPTON, NY 11932 631 .537.5160 To BE FULLY CURED PRIOR TO EMBEDMENT of MEMBER. 5. WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED. 6. FABRICATE ALL BEAMS WITH NATURAL CAMBER UP. ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. I I I I studio cicetti architect pc 7. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL AFTER CONTRACTOR REVIEW. NOTS DOWN HSS 4X4X�" TYPICAL STEEL COLUMN U.O.N. 172 beard street, brooklyn, ny 11231 718.875.1460 FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP � DRAWINGS. ❑ WP DOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS project: FRAMING LUMBER ® WP UP & DOWN 1. THE FRAMING LUMBER S-iALL BE OF THE FOLLOWING MINIMUM GRADE AND WP UP AKSELRAD RESIDENCE SPECIES FOR THE SPECIFIED 'JSE. ALL LUMBER SHALL BE GRADE STAMPED BY A I I RECOGNIZED GRADING AGENCY AND SHALL BE SURFACED DRY. DIMENSION LUMBER ❑ STUD BEARING WALL DOWN FLOOR JOISTS: DOUGLAS FIR-LARCH NO. 1 Fb= 1000 PSI, E=1,700,000 PSI. I L STUDS: (DOUGLAS FIR - LARCH STUD GRADE Fc=825 PSI, E=1,400,000 PSI. O❑ WP RESOLVED AT HEADER4125 Nassau Point Rd., Cutchogue, NY 11935 TIMBER POSTS: LL DOUGLAS FIR--LARCH NO. 1 Fc=1000 PSI, E= 1,600,000 PSI. MANUFACTURED WOOD PRODUCTS rTJI JOIST SPAN DIRECTION FIRST �LO O R FRAMING PARALLEL LAMINATED BEAMS: SUCH AS MICROLLAM BEAMS MANUFACTURED BY THE TRUSS JOIST CORPORATION. II Fb=2800 PSI, E=2,000,000 PSI. LIMITS PLAN nn (��V PLYWOOD (NEB JOISTS: SUCH AS TJI AS MANUFACTURED BY THE TRUSS JOIST CORPORATION. 1. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN' SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL. 2. WHERE FRAMING LUMBER IS FLUSH FRAMED To MICROLAM, GLULAM, OR STEEL, SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO NOT IN CONTRACT ALLOW FOR SHRINKAGE. seal&signature: date: JULY 14, 2020 TIMBER CONNECTORS EXISTING TO REMAIN project nqf 07-2015 1. JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MINIMUM OF 18 GAUGE �s F lrt . GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON. SPECIAL NAILS drawn AE AS SUPPLIED BY THE MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, 0. check d by: MC AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. �. drawh g no.: 10 1 . 00 cad file no.: 01 FIRST FLOOR FRAMING PLAN (SHOWN OVER FDN PLAN) ©copyright studio Cicetti architect pc F general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and . . _ owned y studio Cicetti architect PC, whether the project for NOT IN CONTRACT which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in EXISTING TO REMAIN 10'-0" 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 E17 the written permission and direction of studio Cicetti architect PC. no. date submission 5.30.2021 ISSUED TO BUILDINGS DEPT, N I Li 122 TERRACE 11-778 TIMBERSTRAND LSL I i4 N 00 e s I I 111 LIVING ROOM X a i L0 J 0-1 13i OO / 01 LO ILL] 'ZL� 0 0 11-7/8" TJI ® 12" o.c. x d- °O0 0 „M N CIVIL ENGINEER VINCENT GAUDIELLO, PE --- J THE RAYNOR GROUP, P.E. & L.S. PLLC UP a 106 BEDROOM 860 MONTAUK HIGHWAY UP o 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 Ti P STRUCTURAL ENGINEER i EVAN AKSELRAD, PE 107 BATHROOM 16 JAY STREET FL3 NEW YORK, NY 10013 917.689.0301 FILING CONSULTANT SUFFOLK ENVIRONMENTAL CONSULTING 2322 MONTAUK HWY, o BRIDGEHAMPTON, NY 11932 631 .537.5160 studio cicetti architect pc p 172 beard street, brooklyn, ny 11231 718.875.1460 ED O project: 105 BA HROOM � AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. 11 8" TIME R 104 BEDROOM � TS DOWN HSS 4X4X0" TYPICAL STEEL COLUMN U.O.N. 10'-0" 4'-9° SECOND FLOOR F-1WPDOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS in WP UP & DOw'N 77X FRAMING PLAN 13 WP UP STUD BEARING WALL DOWN Q❑ WP RESOLVED AT HEADER seal&signature: date: JULY 14, 2020 _ NOT IN CONTRACT project n -. 07-2015 TJI JOIST SPAN DIRECTION EXISTING TO REMAIN 0F Nc � drawn AE check d by: IVIC LIMITS ,� drawi g no.: X - 102 . 00 O cad file no.: SE(�OND FLOOR FRAMING PLAN (SHOWN OVER FIRST FL PLAN) ©copyright studio Cicetti architect pc L �I MEP SCOPE OF WORK MECHANICAL SYMBOL LIST PLUMBING SYMBOL LIST 4 ELECTRICAL POWER LEGEND I general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned MEP SCOPE i F WORK MECHANICAL SYMBOL LIST by studio Cicetti architect pc, whether the project for which they PLUMBING SYMBOL LIST ELECTRICAL POWER LEGEND are prepared is executed or not. they are created, evolved, HEATING. VENTILATION AND AIR CONDITIONING DUCTWORK developed, and produced solely for use on and in connection with S/W SOIL OR WASTE PIPING JUNCTION BOX WITH CONNECTION this project and none of the above may be disclosed or given to ®UP ©DN SUPPLY DUCT (UP & DOWN) -_--____ V. VENT PIPING or used by any person, firm, or corporation for any use or AC SYSTEM COMPONENTS - TO EQUIPMENT except upon the written permission and e , x REPLACE EXISTING CONDEISNG UNIT ACC-3 FROM 2 TON TO 3 TON UP ©DN EXHAUST OR RETURN DUCT (UP & DOWN) - C.W. COLD WATER PIPING S - 2POLE HEAVY DUTY SWITCH direction of studio purpose whatsoever, ex architect pc. CAPACITY TO MEET LOAD OF PROPOSED ADDITION. -- H.W. HOT WATER PIPING MODIFY EXISTING AIR HANDLER AHU-3 SPEED AND TXV VALVE TO --- H.W.R. HOT WATER RETURN PIPING DISCONNECT SWITCH WITH CONNECTION ACCOMODATE 3 TON LOAD. ADD NEW DUCTWORK TO SYSTEM TO ( � 1 CEILING DIFFUSERS TO EQUIPMENT ACCOMODATE BUILDING ADDITION. G G. GAS PIPING no. date submission HEATING SYSTEM COMPONENTS- - SUPPLY TOP REGISTER OR GRILLE SSW EXISTING SOIL OR WASTE PIPING NEW ELECTRICAL PANELBOARD NO MODIFICATIONS EXHAUST OR RETURN TOP REGISTER OR GRILLE 1 . 06.04.2021 FILING SET - - - - - - - - V. EXISTING VENT PIPING -+- VENTILATION :SYSTEM COMPONENTS- - C.W. EXISTING COLD WATER PIPING E :1 EXISTING ELECTRICAL PANELBOARD - NEW TOILET EXHAUST FANS WITH CONNECTION TO EXISTING OUTLETS -�- EXHAUST CEILING REGISTER OR GRILLE - - H.W. EXISTING HOT WATER PIPING - TO ROOF - - - H.W.R. EXISTING HW RETURN PIPING CONDUIT BRANCH CIRCUIT HOMERUN i,,�_ TO PANELBOARD AND CIRCUIT NUMBER. CONNECT NEW WORK TO EXISTING G G. EXISTING GAS PIPING NUMBER OF ARROWS INDICATE NUMBER OF PLUMBING SYSTEM NEW WORK = GATE OR BALL VALVE CIRCUITS SANITARY SYSTEM COMPONENTS- - - - - - EXISTING WORK OR EQUIPMENT TO REMAIN QUIET TYPE CHECK VALVE O SMOKE DETECTOR, 115V WITH BATTERY BACKUP - RELOCATE FIXTURES TO ACCOMODATE PROPOSED ARCHITECTURAL EXISTING WORK OR EQUIPMENT TO BE REMOVED CLEANOUT CHANGES. NO NEW FIXTURES. 10x8 NEW DUCT - WITH x DEPTH FPHB FROST PROOF HOSE BIBB COMBINATION SMOKE/CARBON MONOXIDE O DETECTOR, 115V, WITH BATTERY BACKUP HOT AND COLD WATER COMPONENTS- �. SC MODIFY HOT AND COLD WATER DISTRIBUTION TO ACCOMODATE �IIIIIY V.B. VACUUM BREAKER RELCCARTED FIXTURES. FC FLEXIBLE CONNECTION � NEW CONNECTION N.C. Up INCLINED RISE, IN DIRECTION OF AIR FLOW CAPPED ELECTRICAL SYSTEM AD AREA DRAIN DN INCLINED DROP, IN DIRECTION OF AIR FLOW BD BIDET ELECTRICAL SERVICE - NO CHANGES VANED ELBOW. PROVIDE ALL ELBOWS WITH VANES BT BATHTUB POWER DISTRIBUTION - REINFORCE ELECTRICAL FEEDER SERVING OUTDOOR AIR COOLED EVEN IF SYMBOL MISSING D DRYER CONDENSERS. STANDARD RADIUS ELBOW DW DISH WASHER - ADD CIRCUITING AND POWER TO ADDITIONAL OUTLETS r{ _ FD FLOOR DRAIN LIGHTING SYSTEM - ADD CIRCUITING AND POWER TO ADDITIONAL LIGHTING FIXTURES AND - ACOUSTICAL DUCT LINING IW INDIRECT WASTE FILING DRAWING LIST LIGHTING LAYOUT 6 VD: MANUAL VOLUME DAMPER LAV LAVATORY TELECOMMUNICATIONS VD COD COD: CABLE OPERATED DAMPER NEW NEW FIXTURE SYSTEMS, CABLE TV - ADDITION OF TELEPHONE, DATA AND CABLE TV PORTS AS NOTED ON DRAWING LIST ELECTRICAL DRAWINGS. ]if FD&AD FIRE DAMPER AND ACCESS DOOR REL RELOCATED & REPLACED FIXTURE SHEET DWG NO. DRAWING TITLE THERMOSTAT CONTROLLER RPL REPLACED FIXTURE SECURITY SYSTEM - NO CHANGES TRH RADIANT HEAT THERMOSTAT RM REMOVE 1 T-100.00 PLUMBING, MECHANICAL & ELECTRICAL COVER SHEET AC AIR CONDITIONING EQUIPMENT SH SHOWER 2 EN-001.00 ENERGY ANALYSIS SHEET ACC AIR COOLED CONDENSING UNIT 3 j EN-002.00 ENERGY COMPLIANCE HEATING & COOLING CALC REPORT CD CEILING DIFFUSER SK SINK COND. CONDENSING SP STANDPIPE 4 P-001.00 BASEMENT PLUMBING DEMOLITION PLAN CLG CEILING V.O. VALVED OUTLET 5 P-002.00 1ST FLOOR PLUMBING DEMOLITION PLAN CFM CUBIC FEET PER MINUTE VTR VENT THRU ROOF 6 P-100.00 BASEMENT PLUMBING PLAN COD CABLE OPERATED DAMPER W WASFER 7 P-101.00 1ST FLOOR PLUMBING PLAN DR DRAIN CIVIL ENGINEER VINCENT GAUDIELLO, PE EXIST. EXISTING WC WATER CLOSET 8 P-200.00 PLUMBING RISER DIAGRAMS AND DETAILS THE RAYNOR GROUP, P.E. & L.S. PLLC FAI FRESH AIR INTAKE 9 P-300.00 PLUMBING SPECIFICATIONS 860 MONTAUK HIGHWAY FC FLEXIBLE DUCT CONNECTION 10 M-100.00 BASEMENT MECHANICAL PLAN WATER MILL, NEW YORK 11976 631-726-7600 I.W. INDIRECT WASTE GENERAL NOTES MEP ENGINEER NINO D'ANTONIO, PE KX KITCHEN EXHAUST 11 M-101.00 1ST FLOOR MECHANICAL PLAN LBD LINEAR BAR DIFFUSER D'ANTONIO CONSULTING ENGINEERS 12 M-200.00 MECHANICAL DETAILS 30 W. WAUKENA AVENUE �6� LBR LINEAR BAR RETURN GENERAL NOTES OCEANSIDE, NY 11572 516.594.4284 MTD MOUNTED 13 M-300.00 MECHANICAL EQUIPMENT SCHEDULES DCE JOB #2121 TX-1 TOILET EXHAUST FAN NO:1 1. SCOPE OF WORK; 14 M-300.00 MECHANICAL SPECIFICATIONS TYP. TYPICAL FURNISH AND INSTALL COMPLETE MECHANICAL/ELECTRICAL/PLUMBING/FIRE PROTECTION 15 E-100.00 BASEMENT ELECTRICAL PLAN STRUCTURAL ENGINEER TBD TO BE DETERMINED SYSTEMS AS INDICATED ON THE PLANS AND MEP-FP SCOPE OF WORK. EVAN AKSELRAD, PE OAI OUTSIDE AIR INTAKE 16 E-101.00 1ST FLOOR ELECTRICAL PLAN 16 JAY STREET FI-3 VD VOLUME DAMPER 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE ANDNEW YORK, NY 10013 917-689-0301 WMS WIREMESH SCREEN LOCAL BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY 17 E-102.00 2ND FLOOR ELECTRICAL PLAN REQUIREMENTS, AND THE BEST TRADE PRACTICES. ELECTRICAL NOTES, PANEL SCHEDULE, VOLTAGE DROP FILING CONSULTANT 18 E-200.00 CALCULATION & RISER DIAGRAM AEN CONSULTANTS 3. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE 1319 NORTH SEA ROAD CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 19 E-300.00 ELECTRICAL SPECIFICATIONS SOUTHAMPTON, NY 11968 631-283-6360 AND PAY ALL FEES REQUIRED BY THE GOVERNING LOCAL AGENCIES. 20 EL-100.00 BASEMENT LIGHTING PLAN studio CICettl architect pc 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER 21 EL-101.00 1ST FLOOR LIGHTING PLAN 172 beard street, Brooklyn, ny 11231 718.875.1460 CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE 22 EL-102.00 2ND FLOOR LIGHTING PLAN INDICATED IN THE DRAWINGS. project: 5. THE CONTRACTOR SHALL COORDINATE AL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, BUILDING MANAGEMENT OR BOARD OF DIRECTORS. AKSELRAD RESIDENCE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING MID BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE 4125 Nassau Point Rd., Cutchogue, NY 11935 OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 7. THE CONTRACTOR SHALL LAY OUT HIS ONN WORK, AND SHALL PROVIDE ALL PLUMBING, MECHANICAL & DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICAL, ETC. 8. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, ELECTRICAL WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL COVER SHEET REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. seal&signature: date: 06.04.2021 10. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, PREPARING AS REQUIRED TO cif: NE scale: PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK �� 0 �a� drawn by: THAT MAY BE REQUIRED TO COMPLETE THE JOB. cn,cked by: G.D. 1 drawing no.: .ff erg- YI� jai y 7 o T-001 . 00. cad file no.: ©copyright studio Cicetti architect pc 1 2020 NYS ENERGY ANALYSIS TABULATION general note: all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned ENERGY ANALYSIS NYSECC COMPLIANCE STATEMENT: by studio Cicetti architect pc, whether the project for which they RESIDENTIAL OCCUPANCY "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, ENERGY ANALYSIS are prepared is executed or not. they are created, evolved,REFERENCE STANDARD: 2020 NYSECC- CHAPTER R4 THIS APPLICATION IS IN COMPLIANCE WITH THE NEW YORK STATE ENERGY NYCECC COMPLIANCE STATEMENT: developed, and produced solely for use on and in connection withRESIDENTIAL OCCUPANCY this project and none of the above may be disclosed or given to CLIMATE ZONE: 4A CONSERVATION CODE-2020" "TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, REFERENCE STANDARD: 2020 NYSECC- CHAPTER R4 THIS APPLICATION IS IN COMPLIANCE WITH THE NEW YORK STATE ENERGY or used by any person, firm, or corporation for any use or ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE&CITATION SUPPORTING DOCUMENTATION CLIMATE ZONE: 4A CDNSERVATION CODE-2020" purpose whatsoever, except upon the written permission and GENERAL (NYSECC) SHALL NOT BE USED TO ITEM DESCRIPTION PROPOSED DESIGN VALUE CODE PRESCRIPTIVE VALUE&CITATION SUPPORTING DOCUMENTATION direction of studio Cicetti architect pc. REQUIRE THE REMOVAL, ALTERATION OR ABANDONMENT OF, NOR PREVENT THE LIGHTING SYSTEMS CONTINUED USE AND MAINTENANCE OF, no. date submission AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE REMOVE AND REPLACE 90% OF LIGHTING FIXTURES TO NOT LESS THAN 90% OF LIGHTING SCHEDULE AND 1. 06.04.2021 FILING SET TIME OF ADOPTION OF THIS CODE. LIGHTING IN IN BE FITTED WITH HIGH EFFICACY PERMANENTLY INSTALLED LIGHITING COUNT ON ARCHITECTURAL R101.6 EXISITNG AREAS, AND LAMPS FIXTURES SHALL CONTAIN ONLY PLANS ADD NEW LIGHTING IN HIGH-EFFICACY LAMPS. BUILDING ADDITION R404.1 EQUIPMENT SIZING R-403.7 STATEMENT AND SYSTEM EFFICIENCY HEATING AND COOLING EQUIPMENT SHALL BE SIZED SEE ENERGY COMPLIANCE NOTES IN ACCORDANCE WITH ACCA MANUAL S BASED ON THIS SHEET ON BUILDINGLOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER SEE EQUIPMENT SCHEDULES ON APPROVEDHEATING AND COOLING CALCULATION DRAWING M-500.00 METHODOLOGIES. . EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW FOR THE 2020 ENERGY CODE REQUIREMENTS GEOGRAPHIC TALIC LOCATION WHERE THE EQUIPMENT IS INSTALLED. CHAPTER R4 - RESIDENTIAL ENERGY EFFICIENCY COMPLIANCE NOTES 1. R403.3.1 DUCT INSULATION SUPPLY AND RETURN DUCTS IN UNCONDITIONED CRAWL SPACE SHALL BE INSULATED TO A MINIMUM OF R-8 WHERE 3 INCHES (76 MM) IN DIAMETER AND GREATER AND R-6 WHERE LESS THAN 3 INCHES (76 MM) IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING MECHANICAL SYSTEMS SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES (76 MM) IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES (76 MM) IN DIAMETER. NEW SPLIT SYSTEM AIR ACC-3 MINIMUM 15.0 SEER FOR SEE SCHEDULES ON DRAWING 2. R403.4 MECHANICAL SYSTEM PIPING INSULATION CONDITIONERS SPLIT SYSTEM AIR COOLED AIR LESS THAN 65,000 BTUH M-500.00 CONDITIONERS SPLIT SYSTEM CONDESING PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM AND CAPABLE OF CARRYING 60,000 BTUH EACH UNIT FLUIDS GREATER THAN 105-F (41'C) OR LESS THAN 60-F (15'C) SHALL BE THERMALLY 16.5 SEER INSULATED IN ACCORDANCE WITH TABLE R403.4. THE THICKNESS AND CONDUCTIVITY OF THE AHRI 210/240 ASHRAE 90.1-2016 INSULATION MUST RESULT IN AN R-VALUE OF NO LESS THAN R-3. INSTALLATION OF NEW R=6 FOR ALL INTERIOR R=6 FOR ALL INTERIOR DUCTWORK DUCTWORK INSULATION 3. R403.4.1 PROTECTION OF PIPING INSULATION. AC DUCTWORK WITH DUCTWORK R=8 FOR ALL DUCTWORK RUN IN SPECIFICATION NOTES ON PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE, INSULATION R=8 FOR ALL DUCTWORK UNCONDITIONED SPACES AND ON EXTERIOR THIS SHEET INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND RUN IN UNCONDITIONED (PURSUANT TO SEC. R403.3, 403.3.7) WIND. THE PROTECTION SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE SPACES AND ON EXTERIOR DEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL BE PROHIBITED. 4. AIR BALANCING -THE CONTRACTOR SHALL TEST, BALANCE, AND ADJUST ALL NEW AND EXISTING REGISTERS AND DAMPERS OF SYSTEMS UNDER NORMAL OPERATING CONDITIONS TO ASSURE PROPER AIR DISTRIBUTION AND AIR QUANTITIES AS SHOWN ON THE DRAWINGS. AIR SUPPLY AND RETURN AT EACH OUTLET SHALL BE MEASURED AND RECORDED DATA TABULATED AND SUBMITTED FOR APPROVAL. AIR BALANCING SHALL BE AS PER GUIDELINES SET FORTH IN SMACNA STANDARDS FOR LOW PRESSURE DUCT SYSTEMS. CIVIL ENGINEER VINCENT GAUDIELLO, PE REFRIGERANT AND ALL PIPING IS LESS THAN MIN. 1/2" FOR REFRIGERANT PIPING PIPING INSULATION 5. R403.3.2 DUCT SEALING - SEAL ALL DUCTWORK AIRTIGHT AT JOINTS, SEAMS AND CONNECTION TO THE RAYNOR GROUP, P.E. & L.S. PLLC HEATING SYSTEM OR EQUAL TO 1 1/2" AND AND 1Y2' THICKNESS OR EQUIVALENT SPECIFICATION NOTES ON EQUIPMENT, WITH 3M EC-800 MASTIC OR APPROVED EQUAL. ALL DUCT SHALL MEET THE STANDARDS 860 MONTAUK HIGHWAY PIPII4G INSULATION SHALL HAVE 1Y" THICK FOR HEATING PIPING (PURSUANT TO THIS SHEET OF MC603. WATER MILL, NEW YORK 11976 631-726-7600 INSULATION SEC. R403.4) MEP ENGINEER NINO D'ANTONIO, PE 6. R403.1.1 PROGRAMMABLE THERMOSTAT. DUCT SEALING SEAL ALL DUCTS IN THE THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE D'ANTONIO CONSULTING ENGINEERS DUCT CONSTRUCTION. ACCORDANCE WITH THE DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN DUCT SEALING SPECIFICATION DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING 30 W. WAUKENA AVENUEOCEANSIDE, NY 11572 516.594.4284 MECHANICAL CODE AND ACCORDANCE WITH THE NYC MECHANICAL AND NOTES ON THIS SHEET SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT OCE JOB #2121 CONSTRUCTION CODES OF CONSTRUCTION CODES. R403.3.1 THROUGH R403.3.8 TIMES OF THE DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR NEW YORK CITY TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONETEMPERATURES DOWN TO 55'F STRUCTURAL ENGINEER LOW-PRESSURE DUCT SYSTEMS. (13'C) OR UP TO 85-F (29'C). THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE EVAN AKSELRAD, PE ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F (21'C) AND 16 JAY STREET FL3 AND CONNECTIONS OF SUPPLY AND RETURN DUCTS A COOLING TEMPERATURE SET POINT NO LOWER THAN 78-F (26'C) NEW YORK, NY 10013 917-689-0301 OPERATING AT A STATIC PRESSURE LESS THAN OR EQUAL TO 2 INCHES W.G. (500 PA) SHALL BE 7. R303.3 MAINTENANCE MANUALS - OPERATING AND MAINTENANCE MANUALS ARE TO BE PROVIDED FILING CONSULTANT SECURELY FASTENED AND SEALED WITH WELDS, TO THE BUILDING OWNER BY THE MECHANICAL CONTRACTOR. MAINTENANCE INSTRUCTIONS SHALL AEN CONSULTANTS GASKETS, MASTICS (ADHESIVES), BE FURNISHED FOR EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE. 1319 NORTH SEA ROAD MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS OR TAPES REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED SOUTHAMPTON, NY 11968 631-283-6360 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL INCLUDE THE TITTLE OR INSTALLATION INSTRUCTIONS. PRESSURE CLASSIFICATIONS PUBLICATION NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL SPECIFIC TO THE DUCT SYSTEM SHALL BE CLEARLY AND TYPE OF PRODUCT. studio cicettl architect INDICATED ON THE CONSTRUCTION DOCUMENTS IN �� ACCORDANCE WITH THE MECHANICAL CODE OF NEW 8. R403.7 HEATING AND COOLING LOAD CALCULATIONS - HEATING AND COOLING LOAD CALCULATIONS 172 beard street, brooklyn, ny 11231 718.875.1460 YORK STATE OR, IN NEW YORK CITY, THE NEW YORK CITY CONSTRUCTION CODES. R403.3.2 D ARE IN ACCORDANCE WITH ASHRAE/HAVE BEEN CONDUCTED, ANACCA 183 STANDARDS. project: 9. R403.61. FAN EFFICACY- ALL FANS NOT PART OF LISTED AND TESTED HVAC SSYTEMS SHALL ME AKSELRAD RESIDENCE HVAC SYSTEM TEST AND BALANCE THE HVAC AIR SYSTEM BALANCING. AIR BALANCING THE EFFICACY AND AIR FLOW LIMITES OF TABLE R403.6.1 COMPLETION AIR SYSTEMS TO BE IN ACCORDANCE EACH SUPPLY AIR OUTLET AND ZONE TERMINAL SPECIFICATION NOTES ON BALANCING WITH THE LATEST EDITION OF THE DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR THIS SHEET NATIONAL ENVIRONMENTAL BALANCING IN ACCORDANCE WITH THE REQUIREMENTS BALANCING BUREAU STANDARDS OF CHAPTER 6 OF THE MECHANICAL CODE OF NEW 4125 Nassau Point Rd., Cutcho ue, NY 11935 OF THE LATEST EDITION OF THE YORK STATE OR, IN NEW YORK CITY, THE NEW YORK g ASSOCIATED AIR BALANCE COUNCIL CITY CONSTRUCTION CODES. p �/ NATIONAL STANDARDS. C-403.2.9.1 ENERGY ANALYSIS PROGRAMMABLE AT LEAST ONE PROGRAMMABLE THE THERMOSTAT CONTROLLING THE PRIMARY SEE CONTROLS DIAGRAM ON TABULATION THERMOSTAT THERMOSTAT PROVIDED FOR EACH HEATING OR COOLING SYSTEM OF THE DWELLING M-300 SEPARATE HEATING AND COOLING UNIT SHALL BE CAPABLE OF CONTROLLING SYSTEM THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SETPOINTS AT DIFFERENT TIMES OF THE DAY. THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE seal&signature: date: 06.04.2021 SYSTEM TO MAINTAIN ZONETEMPERATURES OF NOT scale: LESS (29'C)THAN THE S.THERM STAT NSHALOT REABER THAN 85'F OO E j-0 drawn by: PROGRAMMED INITIALLY BY THE MANUFACTURER C5 ou'wht c k e d by: G.D. WITH A HEATING TEMPERATURE SETPOINT OF NOT8r drawing no.: GREATER THAN 70-F (21'C) AND A COOLING § t TEMPERATURE SETPOINT OF NOT LESS THAN 78'F v µ EN-001 . 00(26'C>. ---- � � 0709 � SSIcad file no.: ©copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and D'Antonio Consulting Engineers D'Antonio Consulting Engineers designs represented or referred to are the property of and owned D'ANTONIO CONSULTING ENGINEERS,P.C. DCEPC JOB#2121 2121 DCEPC JOB#2121 2121 by studio Cicetti architect pc, whether the project for which they 30 West de,NY a Avenue are prepared is executed or not. the are created, evolved, Oceanside,NY 11572 4125 NASSAU POINT RD.NY 11935 4125 NASSAU POINT RD.NY 11935 p p y SUMMARYSHF.FT 6/1/2021 1 1 1AHU-3 611/2021 developed, and produced solely for use on and in connection with 516 594-4284 COMBINED ROOM SFNST13LE LOAD FIRST FLOOP 27522.1 BTUH COMBINED ROOM SENSIBLE LOAD I ST FLOOR 27,485 BTUH this project and none of the above may be disclosed or given to COMBINED ROOM TOTAL LOAD 29172.1 BTUH COMBINED ROOM TOTAL LOAD 29,135 BTUH or used by any person, firm, or corporation for any use or OUTSIDE AIR 1 1 60 CFM OUTS[DEAIR I 1 1 90 CFM purpose whatsoever, except upon the written permission and OUTSIDE AIR SENSIBLELOAD 1,296 BTUH OUTSIDE AIR SENSIBLE LOAD 1,944 BTUH OUTSIDE AIR LATENT LOAD 1,387 BTUH OUTSIDE AIR LATENT LOAD 2,081 BTUH direction of studio Cicetti architect pc. TOTAL UNIT SENSIBLE LOAD 28,818 BTUH TOTAL UNIT SENSIBLE LOAD 29,429 BTUH TOTAL UNIT LOAD 31,855 BTUH TOTAL UNIT LOAD 33,159 BTUH UNIT TONNAGE 2.8 TONS UNIT TONNAGE 2.8 TONS no. date submission TOTAL SQUARE FEET 1021.0 SQ FT TOTAL SQUARE FEET 1,017 SQ FT Property Address: SQUARE FEET PER TON 369 SQFT/TON SQUARE FEET PER TON 368 SQFT/TON 4125 Nassau Point Rd., CFM PER SQ.FT. 1.08 CFM/SQ.FT. CFM PER SQ.FT. 1.09 CFM/SQ.FT. 1 . 06.04.2021 FILING SET Cutchogue,NY 11935 UNIT REQUIRED HEATING LOAD 49151.4 BTUH UNIT REQUIRED HEATING LOAD 40,092 BTUH SUPPLY AIR 1105.0 CFM SUPPLY AIR 1 105 CFM Heating and Cooling Load Calculations OUTSIDE AIR 60 CFM OUTSIDE AIR 90 CFM (Per ASHRAE/ACCA Standard 183) RETURN AIR 1,045 CFM RETURN AIR 1,015 CFM OUTSIDE AIR TEMPERATURE DB 95 DEG.F OUTSIDE AIR TEMPERATURE DB 95 DEG.F RETURN AIR TEMPERATURE DB 78 DEG.F RETURN AIR TEMPERATURE DB 78 DEG.F MIXED AIR TEMPERATURE DB 79 DEG.F MIXED AIR TEMPERATURE DB 79.4 DEG.F SUPPLY AIR DELTA TEMPERATURE 23 DEG.F SUPPLY AIR DELTA TEMPERATURE 23 DEG.F Date: #OF PEOPLE 60 CFM O.A.BASED ON 15 CFM/PERSON 6.0 #OF PEOPLE 90 CFM O.A.BASED ON 15 CFM/PERSON 6 6.4.21 DESIGN CRITERIA I I I DESIGN CRITERIA WALL U-FACTOR 0.1 HEATING LOAD INSIDE- WALL U-FACTOR 0.1 HEATING LOAD INSIDE- ROOF U-FACTOR 0.03 OUTSIDE DELTA TEMP. 0 DEG,F ROOF U-FACTOR 0.03 OUTSIDE DELTA TEMP. 72 DEG.F GLASS U-FACTOR 0.35 1 1 1 GLASS U-FACTOR 0.35 GLASS SHADING- GLASS SHADING- COEFFICIENT 0.4 COEFFICIENT 0.4 Gaetano D'Antonio, P.E. TEMP DIFF.F 72 TEMP DIFF.F 72 AIR CHANGES 1 AIR CHANGES I NET TOTAL WALL= 643.0 NET TOTAL WALL= 643.0 NET TOTAL GLASS= 289.0 NFT TOTAL GLASS= 289.0 NET TOTAL F.00F= 203.0 NET TOTAL ROOF= 203.0 NET NORTH WALL= 165.0 NET NORTH WALL= 165.0 NET SOUTH WALL= 123.0 NET SOUTH WALL= 123.0 NET EAST WALL.= 355.0 NET EAST WALL= 355.0 NET WEST WALL= 0.0 NET WEST WALL= 0.0 NET NORTH GLASS= 106.0 NET NORTH GLASS= 106.0 NET SOUTH GLASS= 42.0 NET SOUTH GLASS= 42.0 NET EAST GLASS= 141.0 NET EAST GLASS= 141.0 NET WEST GLASS= 0.0 NET WEST GLASS= 0.0 1 of 1 X:\d-2021 jobs\2121\LOAD-CALCS\mechanical\METI N REVIEW(06-01-21)\2121.LOADCALC.xIs 1 of 3 X:\d-2021-jobs\2121\LOAD-CALCS\mechanical\METIN REVIEW(06-01-21)\2121.LOADCALC.xis CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC D'Antonio Consulting Engineers 2121 D'Antonio Consulting Engineers D'Antonio Consulting Engineers 860 MONTAUK HIGHWAY DCEPC JOB#2121 DCEPC JOB#2121 2121 DCEPC JOB#2121 2121 WATER MILL, NEW YORK 11976 631-726-7600 ROOM NAME 106 BEDROOM&CLOSTS 110&1091 1 1 11 ROOM NAME 104 BEDROOM&107 BATHROOM ROOM NAME BLANK MEP ENGINEER N I N O D'ANTON IO, PE FLOOR AREA 362 SQ.FT. FLOOR AREA 348 SQ.FT. FLOOR AREA I SQ.FT, D'ANTONIO CONSULTING ENGINEERS CLG HEIGHT = 10 FT SENS BTUH L BTUH CLG HEIGHT = 10 FT SENS BTUH L BTUH CLG HEIGHT = 10 FT SENS BTUH L BTUH 30 W. WAU KENA AVENUE NORTH WALL 52 S.F. x 8 CLTD x 0.1 U 42 NORTH WALL 0 S.F. x 8 CLTD x 0.1 U 0 - NORTH WALL 0 S.F. x 8 CLTD x 0.1 U o _ OCEANSIDE, NY 11572 516.594.4284 NORTH GLASS 43 S.F. x( 38 SHGF x 0.65 CL x 0.4 SC )+( 19 CLTD x 0.35 U ) 711 NORTH GLASS 0 S.F. x( 38 SHGF x 0.65 CL x 0.4 SC )+( 19 CLTD x 0,35 U ) 0 - NORTH GLASS 0 S.F, x 38 SHGF x 0.65 CL x 0.4 SC ( )4{ 19 CLTD x 0.35 U > D DCE JOB #2121 SOUTH WALL 0 S.F. x 19 CLTD x 0.1 U 0 SOUTH WALL 123 S.F. x 19 CLTD x 0.1 U 234 - SOUTH WALL 0 S.F. x 19 CLTD x 0.1 U 0 SOUTH GLASS 0 S.F. x{ ld9 SHGF x 0.65 CL x 0.4 SC )+( 19 CLTD x 0.35 U ) 0 SOUTH GLASS 42 S.F. x( 149 SHGF x 0.65 CL x 0.4 SC )+{ 19 CLTD x 0.35 U ) 1,906 - SOUTH GLASS 0 S.F. X(-149 SHGF x 0.65 CL x 0.4 SC )+( 19 CLTD x 0.35 U ) 0 EAST WALL 149 S.F. x 26 CLTD x 0.1 U 387 EAST WALL 30 S.F. x 26 CLTD x 0.1 U 78 - EAST WALL 0 S.F. x 26 CLTD x 0,1 U 0 STRUCTURAL ENGINEER EAST GLASS 63 S.F. x( 215 SHGF x 0.64 CL x 0.4 SC )+( 17 CLTD x 0.35 U ) 3,$58 - EAST GLASS 21 S.F. x( 216 SHGF x 0.64 CL x 0.4 SC )+( 17 CLTD x 0.35 U ) 1,286 - EAST GLASS 0 S.F. x( 216 SHGF x 0.64 CL x 0.4 SC )+( 17 CLTD x 0.35 U ) 0 EVAN AKSELRAD, PE WEST WALL 0 S.F. x 14 CLTD x 0.1 U 0 - WEST WALL 0 S.F. x 14 CLTD x 0,1 U 0 - WEST WALL 0 S.F. x 14 CLTD x 0.1 U D 16 JAY STREET FL3 WEST GLASS 0 S.F. x( 216 SHGF x 0.82 CL x 0.4 SC )+( 14 CLTD x 0.35 U ) 0 - WEST GLASS 0 S.F. x( 216 SHGF x 0.82 CL x 0.4 SC )i{ 14 CLTD x 0.35 U ) 0 - WEST GLASS 0 S.F. x( 216 SHGF x 0.82 CL x 0.4 SC )+( 14 CLTD x 0.35 U ) 0 NEW YORK NY 10013 917-689-0301 OCCUPANT 2 x 250 BTUH = 500 500 OCCUPANTS 2 x 250 BTUH = 500 500 OCCUPANTS 0 x 250 BTUH 0 0 � EQUI LIGHTING 1,086 W x 3.414 = 3,708 LIGHTING 1,044 W x 3.414 3,564 - LIGHTING 2 W x 3.414 7 PART.&ENT 0 W x 3.410 = 0 EQUIPMENT 0 W x 3.414 0 - EQUIPMENT 0 W x 3,414 = 0 FILING CONSULTANT PART.&FLR 0 x 0 0.4 U 0 PART.&FLR 0 x 0 0.4 U 0 PART.&FLR 0 x 0 0.4 U 0 AEN CONSULTANTS ROOF 203 S.F. x 43 CLTD x 0.03 U 262 - ROOF 0 S.F. x 43 CLTD x 0.03 U 0 ROOF 0 S F. x 43 CLTD x 0.03 U 0 CFM= 420 9,467.8 500 CFM= 335 7,568.5 500 CFM= 0 6,8 D 1319 NORTH SEA ROAD AIR CHANGES 7.0 TOTAL&10% 10,415 550 AIR CHANGES 5.8 TOTAL&10% 8,325 550 AIRCHANGES 0.0 TOTAL&10% 8 0 SOUTHAMPTON, NY 11968 631-283-6360 CFM/SQ.FT. 1.2 TOTAL LOAD 10,965 CFM/SQ.FT. LO TOTAL LOAD 8,875 CFM/SQ.FT. 0.0 TOTAL LOAD 8 HOG LOAD TEMP.DIFF. HTG LOAD TEMP,DIFF. HTG LOAD TEMP,DIFF. studio + architect w y �{ TOTAL WALL 201 SF x 72 x 0.1 U 2447.2 BTUH TOTAL WALL 153 SF x 72 x 0.1 U 1101.6 BTUH TOTAL WALL 0 SF x 72 x 0.1 U 0.0 BTUH st u d i® c'Lett i a rc f 11 i ae Ct pc TOTAL GLASS 106 SF x 72 x 0.35 U 2671.2 BTUH TOTAL GLASS 63 SF x 72 x 0.35 U 1587.6 BTUH TOTAL GLASS 0 SF z 72 x 0.35 U 0.0 BTUH 172 beard street, Brooklyn, ny 11231 718.875.1460 TOTAL ROOF 203 SF x 72 x 0.03 U 438.5 BTUH TOTAL ROOF 0 SF x 72 x 0.03 U 0.0 BTUH TOTAL ROOF 0 SF x 72 x 0.03 U 0.0 BTUH VENT LOAD VENT LOAD VENT LOAD OUTSIDE AIR 40 CFM z 72 x 1.08 3110.4 BTUH OUTSIDE AIR 40 CFM x 72 x 1.08 3110.4 BTUH OUTSIDE AIR D CFM x 72 x 1.08 0.0 BTUH INFIL.LOAD INFIL,LOAD INFIL.LOAD project: INFILTRATION 60.3 x I.OS x 72 4691.5 BTUH INFILTRATION 58.0 x 1.08 x 72 4510.1 BTUH INFILTRATION 0.2 x 11-08 x 72 13.0 BTUH TOTAL HTG LOSS = 14212.6 BTUH TOTAL HTG LOSS = 11856.1 BTUH TOTAL HTG LOSS = 14.9 BTUH AKSELRAD RESIDENCE ROOM NAME 105 BATHROOM ROOM NAME STUDY FLOOR AREA 80 SQ.FT. FLOOR AREA 226 SQ.FT. CLG HEIGHT = 10 FT SEMS BTUH -LBTUH CLG HEIGHT 10 FT SENS BTUH L BTUH NORTH WALL 0 S.F. x 8 CLTD x 0.1 U 0 NORTH WALL 113 S.F. x 8 CLTD x 0.1 U 90 NORTH GLASS 0 S.F. x{ 38 SHGF x 0.65 CL x 0.4 SC )+( 19 CLTD x 0.35 U ) 0 - NORTH GLASS 63 S.F. x( 38 SHGF x 0.65 CLF x 0.4 SC )+( 19 CLTD x 0.35 U ) 1,041 4125 Nassau Point Rd. g , SOUTH WALL 0 S.F. x 19 CLTD x 0.1 U 0 - SOUTH WALL 0 S.F. x 19 CLTD x 0.1 U 0 , CUtcho ue NY 11935 SOUTH GLASS 0 S.F. x{ 149 SHGF x 0.65 CL x 0.4 SC )+( 19 CLTD x 0.35 U ) 0 SOUTH GLASS 0 S.F. x( 149 SHGF x 0.65 CL x 0.4 SC )+( 19 CLTD x 0.35 U ) 0 EAST WALL 70 S.F. x 26 CLTD x 0.1 U 182 - EAST WALL 106 S.F. x 26 CLTD x 0.1 U 276 - WEFASGLASS IS S.F. x( 216 SHGF x 0.64 CL x 0.4 SC )+{ 17 CLTD x 0.35 U ) 919 - EAST GLASS 42 S.F. x( 216 SHGF x 0.60 CL x 0.4 SC )+( 17 CLTD x 0.35 U ) 2,572 _ ENERGY COMPLIANCE WEST WALL D S.F. x 14 CLTD x 0.1 U 0 - WEST WALL 0 S.F. x 14 CLTD x 0.1 U 0 - WESTGLASS 0 S.F. x( tib SHGF x 0.82 CLF x 0.4 SC )+( 14 CLTD x 0.35 U ) 0 WEST GLASS 0 S.F. x( 216 SHGF x 0.82 CLF x 0.4 SC )+(1 14 CLTD x 0.35 U ) 0 OCCUPANTS 0x 254 BTUH = 0 D OCCUPANTS 2 z 250 BTUH = 500 500 HEATING & C O O L I N G LIGHTING 240 W x 3.414 819 - LIGHTING 452 W x 3.414 = 1,543 - EQUIPMENT 0 W x 3.414 = 0 E = PART.&FLR 0 x 0 0.4 U 0 EQUIPMENT 0 W x 3.414 0PART.&FLR 0 x 0 0.4 u 0 _ CALC REPORT ROOF 0 S.F. x 43 CLTD x 0.03 U 0 - ROOF 0 S.F. x 43 CLTD x 0.03 U 0 - CFM= 85 1,920.1 0 AIR CHANGES 6.4 TOTAL&10% 2,112 0 CFM= 265 5,02196,625 500 AIRCHANGES 7.0 TOTAL&10% 6,625 550 CFM/SQ.FT. 1.1 TOTAL LOAD 2,112 CFM/SQ.FT 1.2 1 TOTALLOAD 7,175 HTG LOAD TEMP.DIFF. I HTG LOAD TEMP,DIFF. TOTAL WALL 70 SF x 72 x 0.1 U 504.0 BTUH TOTAL WALL 219 SF x 721 x 0.1 U 1576.8 BTUH seal&signature: date: 06.04.2021 TOTAL GLASS 15 SF x 72 x 0.35 U 378.0 BTUH TOTAL GLASS 105 SF x 72 x 0.35 U 2646.0 BTUH scale: TOTAL ROOF 0 SF x 72 x 0.03 U 0.0 BTUH TOTAL ROOF 0 SF x 72 x 0.03 U 0.0 BTUH 4� 1� VENT LOAD OUTSIDE AIR 0 CFM x 72 x 1.08 = 0.0 BTUH VENT LOAD 1 j1 drawn by: OUTSIDE AIR 40 CFM x 72 x 1.08 3110.4 BTUH �� T' O v V� G 1�cked by: G.D. INFIL.LOAD INFIL.LOAD INFILTRATION 13.3 x 1.08 x 72 1036.8 BTUH INFILTRATION 37.7 x 1.08 x 72 2929.0 BTUH J drawing no.: TOTAL HTG LOSS 2206.6 BTUH TOTAL HTG LOSS = 11801.5 BTUH 8h . - EN-002 . 00 2 of 3 X:\d-2021-jobs\2121\LOAD-CALCS\mechanical\METIN REVIEW(06-01-21)\2121.LOADCALC.xisA 0709�Q ,°` 3 of 3 X:\d-2021-jobsX2121\LOAD-CALCS\mechanicaf\METIN REVIEW(06-01-21)\2121.LOADCALC.xis 4 of 3 X:\d-2021-jobs\2121\LOAD-CALCS\mechanical\METIN REVIEW(06-01-21)\2121.LOADCALC.xis �✓ cad file no.: ��ES51©�R ©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 PLUMBING FIXTURE WORK LEGEND are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in connection with 1 NOT TO SCALE 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 PLUMBING FIXTURE WORK LEGEND I- — — — — J direction of studio Cicetti architect pc. EX - EXISTING FIXTURE TO REMAIN I 1 NEW - NEW FIXTURE ON NEW ROUGHING RM - REMOVE EXISTING FIXTURE & CAP PIPING MI L J no. date submission LLLJJI oLl L — — — — J 1. 06.04.2021 FILING SET ❑ F- - - - - � uP \✓ ✓ ✓ <\� I I L - - - - J DEMOLITION NOTA _ i I 2 NOT SCALE 1 I L - - - - L L _ I r- - - - - -� 1) REMOVE ALL EXISTING PLUMBING FIXTURES UNLESS 015 PORCH - L INDICATED OTHERWISE. CAP ALL PIPING BELOW FINISHED FLOOR OR BEHIND FINISHED WALLS JNLESS FIXTURES ARE 016 OUTDOOR KITCHEN I I I I BEING REPLACED. SEE DWG. P-101 FOR DESCRIPTION. 012EXERCISE ROOM I — — E)(IST. FIXTURES � L — — — — J TO REMAIN EXIST. AMRES_�_I I- I r-- — — — — — TO REMAIN L!� I ❑ ❑ I / F - I / I � I I- - - -I- - - I I 0 / \ I- - I i 003 BEDROOM _ - - _ —J --- I — I I- - - -t- - - -1 013 1BATHR00M \ I 1 I 1014 CLOSET I - - H - - � I 1 (2) EX INDIRECTL= - - - - - - - -� 1 HW HEATERS 1 EXIST. Fl EX B-1 � � I I- - - - - - �� — / TO REMAIN LP GAS FIRED HOT WATER BOILER �- -I 002 FAMILY ROOM — � I I \ - 008 MECHANICAL L -1 (NO WORK) ® y„ Y„ EAST FIXTURES \ CIVIL ENGINEER VINCENT GAUDIELLO, PE �- ---------------- _-- —_------------------_- --- QO_� �- --------_----i---� TO REMAIN THE RAYNOR GROUP, P.E. & L.S. PLLC - - - - — - - - - - - - - _ —_ — _ - _ _ _ 860 MONTAUK HIGHWAY — — — 005 CLOSET EX 1/'H&CW 1)12'] EX 1Y"H&CW 1Ya" — — — — — — T WATER MILL, NEW YORK 11976 631-726-7600 C=t1" AND %"HWR AND Yz"HWR Y ' LINES ® i r ( 004 BATHROOM - - � - - - - - - — - -- - - - MEP ENG INO D'ANTONIO, PE LD'ANTONIO CONSULTING ENGINEERS L007 LIBRARY LINES EXIST I / RM x . 1 e4 I X� I 30 W. WAUKENA AVENUE L - - - - - - , "f&eW - - ' LAVA ,� L -i I / �� FR ABV UP r- — — I C.O. 4 I 2 / \ I I DCE JOB OCEANSID#2�121 NY 11572 516.594.4284 I 120 STAIR 1� — — —11 I r STRUCTURAL ENGINEER 1 — — ----� I � I RM EVAN AKSELRAD, PE 4" 4" 2" I 2" SH I 16 JAY STREET FI-3 1 I I I 11 4" 006 CLOSET x x x x I EX 1%" CW NEW YORK, NY 10013 917-689-0301 11 C.O. ° ,e I I LINE SERVICE *WC I �� I 1Y" FILING CONSULTANT - - - - - - - - - - - T7- AEN CONSULTANTS 1319 NORTH SEA ROAD 3/"H&CW EX. 1%" CW SOUTHAMPTON, NY 11968 631-283-6360 RM* EX. CONN TO I FEED TO POOL LAV EXPANSION EXIST. i HOUSE studio Cicetti architect pc TANK EX PRESSURE 172 beard street, brooklyn, ny 11231 718.875.1460 I � x x x x x x x x � BM I REDUCING VALVE project: RM WC I AKSELRAD RESIDENCE - - - - - - - - - - - - - - - - -- - - - 1 BASEMENT PLUMBING PLAN L AREA OF WORK POOL SCALE: 1/4" = 1'-0" REMOVE ALL WASTE PIPING 4125 Nassau Point Rd., Cutchogue, NY 11935 AND ALL H&CW PIPING SERVING BATHROOMS 105 AND 107. BASEMENT PLUMBING DEMOLITION PLAN 4" seal&signature: date: 06.04.2021 4"W TO --- scale: 1/411=1'-0" NE SEPTIC �� QO �"� drawn by: TANKS C.� L cked by: G.D. b. ; drawing no.: 4` O0709Po P-001 . 00 �,� 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 PLUMBING FIXTURE WORK LEGEND are prepard is executedleve opedeand producedo osolely for not, lie user ron andy ae end connection on with NOT TO SCALE this project and none of the above may be disclosed or given to Y g or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and PLUMBING FIXTURE WORK LEGEND I- — — — — � direction of studio Cicetti architect pc. I I EX EXISTING FIXTURE TO REMAIN L — — — J NEW - NEW FIXTURE ON NEW ROUGHING RM - REMOVE EXISTING FIXTURE & CAP PIPING / \ / / \ /n� F- — — — — no. date submission - L — _ _ — J 1. 06.04.2021 FILING SET o II I- — — — — - � II II I IIII J _ _ _ _ J DEMOLITION NOTES 2 NOT TO SCALE I I II II L - - - - L I I I I IF- -11 II II 1) REMOVE ALL EXISTING PLUMBING FIXTURES UNLESS 122 TERRAC I I I I L INDICATED OTHERWISE. CAP ALL PIFING BELOW FINISHED II I FLOOR OR BEHIND FINISHED WALLS UNLESS FIXTURES ARE BEING REPLACED. SEE DWG. P-101 .FOR DESCRIPTION. DN I I I I I I 112 IDINING ROOM 1 IIII J _ — _ _ .J IIII F- — — — — - I I I lI o 1_11 ILIVING ROOM — — — — — — — lu 123 STAIR I - - - - - - -I II I I- - - - - - - - - - - - - - - ��- - - - - - - - -1 I I I � I 109 IBEDROOM I I 1 IF7I 1 1- - - - - -{ 113 IKITCHEN I I C - - - _ - - - - - -� - - - - - I ExlsT. FlxruREs TO REMAIN — \ I II u u II II i \ I L —11— J \ I — — r — — — CIVIL ENGINEER VINCENT GAUDIELLO, PE 1 I THE RAYNOR GROUP, P.E. & L.S. PLLC 11 i 108 CLOSET iI 1 I 860 MONTAUK HIGHWAY = I I I I WATER MILL NEW YORK 11976 I 631-726-7600 I I 101 ENTRY I 1 I I 102 HALLWAY ENST• FIMRES I L- 00L=_ — — — I I I I MEP ENGINEER NINO D'ANTONIO, PE o o RM — I I I I D'ANTONIO CONSULTING ENGINEERS 103 POWDER RM. TO REMAIN I 6 N I e LAV 1 30 W. WAUKENA AVENUE I - I — — — r I I- - - - -I l 114 PANTRY I -up I I CI_ — — _ — _ — — — _ OCEANSIDE, NY 11572 516.594.4284 Ik - - - - - - - - - 120 STAIR / 011 I - - _ � � - - I I — - - - - � DCEJOB #2121 116 LAUNDRY ROOM L— � `�P — — — — — — — i I / I 1 — � � I I_ _ _ _ _ _ _I STRUCTURAL ENGINEER � '- I I I RM I I I EVAN AKSELRAD, PE H WC r 1107 BATHROOM III' 1 — -- 16 JAY STREET FI-3 I NY 10013 917-689-0301 RM II, I NEW YORK, TJ P \ / I III 14i11 RM SH I I I \/ _ _ — — — — — — — I I I --JULNIILAV I I— — — — — — -1 FILING CONSULTANT ]i I _ _ _ _ _ _ _ _ _ _ _II AEN CONSULTANTS —� I i — i 1319 NORTH SEA ROAD I 117 MUD ROOMT T� �� I I I SOUTHAMPTON NY 11968 631-283-6360 I I IRM - - - - J I� III 11'III I- - - - - -� E — — — — —tip- - MV I III III I Stuck10 Cicetti arChIteCt PC 121 JENTRY PATIO h — 105 BATHROOM i RM I I 1 I \� I 172 beard street, brooklyn, ny 11231 718.875.1460 h l I BT h l RM J—��J I 106 CLOSET I J WC — — -I I I 1 1 project: L I �F----- AKSELRAD RESIDENCE 1-1 AREA OF WORK i H — — — — 4125 Nassau Point Rd., Cutchogue, NY 11935 1 FIRST FLOOR DEMOLITION PLAN I L _ — _ — J Pool SCALE: 1/4" = 1'-0" 1104 IBEDROOM I FIRST FLOOR PLUMBING L - - - - -] DEMOLITION PLAN H - - - - � 119 GARAGE ` L _ J I I seal&signature: date: 06.04.2021 0� scale: 1/411=1'-0" H �� swt0 ` O drawn by: Y" C cked by: G.D. drawing no.: f` ',A i n709 (3 P-002 . 00 I cad file no.: N 0' 1' S' 10 ©copyright studio Cicetti architect pc PLUMBING NOTES general note: C1 all drawings, specifications, plans, ideas, arrangements, and - NOT TO SCALE 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 1) ALL PLUMBING FIXTURES SHALL CONFORM TO ALL this project and none of the above may be disclosed or given to LOCAL CODES GOVERNING SUCH FIXTURES. or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and 2) SEE RISER DIAGRAM FOR PIPE SIZING. direction of studio Cicetti architect pc. 3) SEE ARCH-DWGS. FOR EXACT LOCATION OF ALL PLBG. FIXTURES, FIXTURE TYPES AND FITTINGS. ❑ no. date submission 5) ALL HOT AND COLD WATER PIPING AT FIXTURES SHALL — — o — — — — — — — — — — — — 1. 06.04.2021 FILING SET BE TERMINATED WITH WATER HAUMER ARRESTORS RISING I _____ —____ ❑ ABOVE FIXTURES. uP PLUMBING WORK LEGEND — 2 I NOT TO SCALE 015 PORCH P BT SH SK 2" W. DN 2" W. DN - 2" V. DN 2" V. RISE I I 016. OUTDOOR KITCHENI i Y" H&CW Y2" H&CW I I 012 IEXERCISE — I I I EXIST. FIXTURES EXIST. FlXTl1RES—... I LAV WC I I r — — — TO REMAIN TO REMAIN 2" W. DN. 4" W DN. I ❑ L — 2" V. RISE 2" V. DN. — — — — — Y" H&CW Y" CW p - - - U - - '�7 1 — Eli II I 0SANITARY LINE PITCH NOTES I I I 003 IBEDROOMI 3 NOT TO SCALE 013 IBATHROOM I 1014 CLOSET I SANITARY LINE PITCH NOTES: 1) SANITARY LINES UP TO 2" DIA. SHALL HAVE MIN. 1/4" PITCH/FT. (2) EX INDIRECT — — — — — — — —� F71 ----------- 2) SANITARY LINES GREATER THAT 2" DIA. HW HEATERS o SHALL HAVE MIN. 1/8" PITCH/FT. S.E.#1IL EX B-1 FEXIST. FIXTURE TO REMAIN LP GAS FIRED — HOT WATER BOILER 002 IFAMILY ROOM — — — — — — — 10 I I � 008 MECHANICALL J I (NO WORK) ® Y„ EAST FIXTURES I CIVIL ENGINEER VINCENT GAUDIELLO, PE --- -- --- --- ---- ------ -- — Y- —_ --------_- -i---� TO REMAIN I I THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY - - - - - - - - - - I I EX 1Y2"H&CW 1Y EX 1Y"H&CW lYa„ Y I �1„ — — — — — — — — — 005 CLOSET I I WATER MILL, NEW YORK 11976 631-726-7600 AND Y"HWR AND Y"HWR EXIST I 004 BATHROOM MEP ENGINEER NINO D'ANTONIO PE • LINES ® LINES Y"HWR 1"H&CW III I all I I 007 LIBRARY FR ABV UP I 1 I D'ANTONIO CONSULTING ENGINEERS I - - - - - - - - - � - - I i I OCEANSIDE,EK NY 1ENA 1572 UE 516.594.4284 Ir - - C.O. � T I I DCE JOB #2121 120 STAIR I— — — _ _ J 2"W CONNECT I I u � TO EXIST I�- — — —I I STRUCTURAL ENGINEER EVAN AKSELRAD, PE I i I F- 11 - - 4" I 2"W FR ABV I I 16 JAY STREET FL3 I I I I II 4" 006 CLOSET EX 1Y" CW NEW YORK, NY 10013 917-689-0301 1 II C.O. ° I LINE SERVICE I ° FILING CONSULTANT AEN CONSULTANTS 1319 NORTH SEA ROAD 2"W DROP-/ EX. EX. 1Y" CW ( I SOUTHAMPTON, NY 11968 631-283-6360 I EXPANSION I I FEED TO POOL I I TANK 2„W FR 4"W FR 2"V I HOUSE I studio cicette architect pc 1 1 SH ABV WC ABV I I 172 beard street, Brooklyn, ny 11231 718.875.1460 1 1(94"W CONNECT I ITO EXIST UP I I project: 1 I 4” 4" 4" " 4„ I 2J I 4 4 4 1 1 AKSELRAD RESIDENCE I I I I I J7 L I I P 1 1 BASEMENT PLUMBING PLAN 1 2"W FIR 1 P100 SCALE: 1/4" = 1'-0" I BT ABV 4125 Nassau Point Rd., Cutchogue, NY 11935 I 1 1 1 4"W FR- 2" R 2 WC ABV BASEMENT PLUMBING I I G I I I I I I I I L - - - - - - - PLAN I I 4„ I I — I 1 2"W FR ABV I I seal&signature: date: 06.04.2021 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4"W TO -- p': NL scale: 1/4"=1'-011 SEPTICL - - - - - - - - - - - - - - - - - - �'�� OD' 4 drawn by: TANKS g'�' _r cked by: G.D. drawing no.: P- 100 . 00 ©� 551O�P4 cad file no.: N o' 1' 5' 10' ©copyright studio Cicetti architect pc PLUMBING NOTES NOT TO SCALE general note: all drawings, specifications, plans, 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 LOCAL CODES GOVERNING SUCH FIXTURES. 1 ALL PLUMBING FIXTURES SHALL CONFORM TO ALL this project and none of the above may be disclosed or given to 2 SEE RISER DIAGRAM FOR PIPE SIZING. or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and 3) SEE ARCH-DWGS. FOR EXACT LOCATION OF ALL PLBG. direction of studio Cicetti architect pc. FIXTURES, FIXTURE TYPES AND FITTINGS. 5 ALL HOT AND COLD WATER PIPING AT FIXTURES SHALL no. date submission BE TERMINATED WITH WATER HAMMER ARRESTORS RISING ABOVE FIXTURES. 1. 06.04.2021 FILING SET 4"LDR DN 2 PLUMBING WORK LEGEND NOT TO SCALE BT SH SK 2" W. DN 2" W. DN 122 TERRAC 2" V. DN 2" V. RISE Q� 4" H&CW Y" H&CW °N 112 IDINING ROOM LAV WC 2" W. DN. 4" W DN. 2" V. RISE: 2" V. DN. Y2" H&CW Y" CW — — — — 3 SANITARY LINE PITCH NOTES 123 STAIR NOT TO SCALE Nu SANITARY LINE PITCH NOTES: 111 LIVING ROOM 1) SANITARY LINES UP TO 2" DIA. SHALL HAVE MIN. 1/4" PITCH/FT. I- - - - - - - - - - - - - - - - - - - - - _ _ I - - I 2) SANITARY LINES GREATER THAT 2" DIA. I I pN SHALL HAVE MIN. 1/8" PITCH/FT. I I 71 113KITCHEN I (NO WORK) 0 z0 I OO I I 0 REMAIN� o CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY I I 101 ENTRY WATER MILL, NEW YORK 11976 631-726-7600 o 0 0 0 I 102 HALLWAY EXIST. FIXTURES 110 CLOSET 106 IBEDROOM MEP ENGINEER NINO D'ANTONIO, PE 103 POWDER RM. TO REMAIN D'ANTONIO CONSULTING ENGINEERS N — — — — — — 30 W. WAUKENA AVENUE 114 PANTRY I 'UP I OCEANSIDE, NY 11572 516.594.4284 _ 109 CLOSET 116 LAUNDRY ROOM L �P — — — — — — — — — — — 120 STAIR o I " ' �' DCE JOB #2121 CONNECT TO Y.. EXIST ® CLG STRUCTURAL ENGINEER _--- -- - _ - - - --- _ --- EVAN AKSELRAD, PE 1 I ��' - —� 16 JAY STREET FL3 NEW YORK, NY 10013 917-689-0301 2'V CONNECT 2-s,-�- - Ti P — — — IITO EXIST - -- - o- _ I I I _ y" FILING CONSULTANT "----- ----- I- '- - AEN CONSULTANTS 117 MUD ROOM 2 I NEW NEW 2'V RISE I I �� 2"W 1319 NORTH SEA ROAD EX Y"HWR DN i2" I DN LAV SOUTHAMPTON, NY 11968 631-283-6360 EX 1"H&CW FR I �" 10 ATHROOM BLW EX 2"V UP NEW NEW studio Cicetti arChiteC$ pc 121 ENTRY PATIO �° CLG i i 2 SH WC DN Y"CW 172 beard street, Brooklyn, ny 11231 718.875.1460 l I - _ " Y. r _ " DROP 2'V RISE project: --- --– – – -- O DROP ---- 2"- AKSELRAD RESIDENCE uP2'V RISE "2'V RISE Y2 CW DROP � O 1 119 IGAR-A—G-El NEW NEW 4125 Nassau Point Rd., Cutchogue, NY 11935 1 1ST FLOOR PLUMBING PLAN i 4" P� � SCALE: 1/4" = 1'-0" I III FIR T 2' j I L----- 105 BATHROOM S FLOOR 104 IBEDROOM PLUMBING PLAN L LA 2" LAV 2'V Yz"H&C1N DROP 2 2"W DN 2'V RISE seal&signature: date: 06.04.2021 scale: 1/4"=1'-01' 10 0, drawn by: dJ I ToIbcked by: G.D. J drawing no.: P- 101 . 00 070°Za �" cad file no.: 0' 1' S' 10' N ©copyright studio Cicetti architect pc general note: 4"H&CW, Y"HWR CONNECT all drawings, specifications, plans, ideas, arrangements, and TO EXIST ® CLG 2ND FLR designs represented or referred to are the property of and owned by studio Cicetti architect pc, whether the project for which they 34» 34„ are prepared is executed or not. they are created, evolved, EX. H&CW LINES 34" 34„ EX. H&CW LINES developed, and produced solely for use on and in connection with SERVING 2ND FLR — „ ,� — — SERVING 2ND FLR �- -•— 3/8" HANGER ROD NUT this project and none of the above may be disclosed or given to FIXTURES Y _ _ — — I Y _ _ _ _ FIXTURES HANGER RODS or used by any person, firm, or corporation for any use or 34" - 34" 34" FOR 1 1/4" TO 3 1/2" PIPE USE 1/2" 0 ROD/ purpose whatsoever, except upon the written permission and _ 4" 5" » » 5/8" direction of studio Cicetti architect pc. Y4' , � 4 „ T 6» " 5» " " 3/4» " 1„ 1" y»i " — — — — " — — — — — 8" 12" " 7/8" " Y2Y2Y5 15" I PIPE SPACER SLEEVE no. date submission „ ( "" „ I „ I " " „ „ ( FOR 6PIPE AND OVER Y Y Y Y2" 34 3/4" Y Y IY Y IY" 4" Y4 IY" 1. 06.04.2021 FILING SET ( I I I I I I FOR PIPES 1" & SMALLER FOR PIPES 1 1,/4" TO 15" COPPERIZED FOR DIRECT CONTACT EX I REL I NEW I LAV LAV IAV LAV REL I NEW I I HANGERS ON COPPER TUBE OR CALCIUM SILICATE OR POLYURETHANE IAV BRASS PIPE. ON LOWER HALF OF PIPE I HANGER AS ABOVE EX I I ( REL I I I REL :� VAPOR BARRIER I I WC I WC REL WC 1`80 ARC SHEET METAL 12 TO 16 GAUGE,MIN. 4' REL BT EACH SIDE OF HANGER. SH AVAJ 1 ST FLR EXISTING WOOD PR BATH BATH BATH BATH CONSTRUCTIONSCREWGALVANIZED Y2 „ 41d Y” 103 y„ 107 107 105 105 IRON HANGER TO JOIST - - - - - - - - - - - - EX. H&CW AND 1Y" — — 1y" EX. H&CW LINES HWR LINES FROM — — — — — SERVING OUTDOOR MECH.RM 008 1Y — �_ — — 1Y — — KITCHEN AND 1Y» HOSE BIBBS _ 1Y" _ 1Y" — 2 — — 1Y — 4 EX I EX. 1Y" CW EXPANSION FEED TO POOL TANK HOUSE HANGER ZSCREWANGLE O JOIST 1" x 1/8" GALVANIZED IRON RODS IRON CELLAR HANGER (DUCT TO 60" WIDE) EX 1Y"CW LINE SERVICE 1 H&CW RISER DIAGRAM1) NOT PIPE HANGING DETAIL NOT TO SCALE TO SCALE CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC NO WORK 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 2ND FLR PLUMBING SYMBOL LIST PLUMBING FIXTURE SCHEDULE MEP ENGINEER NINO D'ANTONIO, PE S/W SOIL OR WASTE PIPING FIXTURE HW CW WASTE VENT REMARKS D'ANTONIO CONSULTING ENGINEERS ------ V. VENT PIPING 30 W. WAUKENA AVENUE EX 4"W EX 2"V I NEW 2'V CONNECT - C.W. COLD WATER PIPING WATER - 1/2" 4" 2" SPECIFIED TO EXIST. © CLG H.W. HOT WATER PIPING CLOSET BY ARCHITECT OCEANSIDE, NY 11572 516.594.4284 I -- --— H.W.R.HOT WATER RETURN PIPING LAVATORY 1/2" 1/2" 2" 2" SPECIFIED DCE JOB #2121 G G. GAS PIPING BY ARCHITECT 2" 2" 2" 2" ---------T------ ---------- -T.-----7-------7--------7- SINK 1/2" 1/2" 2" 2" SPECIFIED STRUCTURAL ENGINEER EXISTING SOIL OR EVAN AKSELRAD, PE EX 2" J ( I I I I I I I - s� EXISTING VENT PIPING PIPING ARCHITECT I— 16 JAY STREET FL3 I - BATHTUB 3/4» 3/4» 2" 2" SPECIFIED�II C.W. EXISTING COLD WATER PIPING BY ARCHITECT NEW YORK, NY 10013 917-689-0301 I -- H.W. EXISTING HOT WATER PIPING EXI EX I EX 1 2" 12" 12") 2" 12" 12" 2"I 1 2" --- - H.W.R. EXISTING HW RETURN PIPING SHOWER 3/4" 3/4" 2" 2" SPEARCHITECT FILING CONSULTANT 2"1 2" 12" I ( I I I I I I G G. EXISTING GAS PIPING 1 I I ( I I = GATE OR BALL VALVE DRYERWASHER/ 1/2" 1/2" 2" S 2" SPECIFIED AEN CONSULTANTS BY ARCHITECT 1319 NORTH SEA ROAD 1 ( I 1 1 I I I I QUIET TYPE CHECK VALVE SOUTHAMPTON, NY 11968 631-283-6360 I EX I I I I REL I I NEW ( I REL I I NEW CLEANOUT 1 LAV I I I I LAV I I IAV I I LAV I I y FPHB FROST PROOF HOSE BIBB LAV studio cicetti architect I I I ( ( I I I I I I Y V.B. VACUUM BREAKER pc I EX ( I REL 1 I I I REL i I NEW CONNECTION N.C. 172 beard street, brooklyn, ny 11231 718.875.1460 I I 1 WC I I WCI I I REL I WC I I 7 CAPPED 1 I I I REL I 1 1 I BT I I I AD AREA DRAIN project: SH ( I I BD BIDET 2" 1 1 I I7 2" I I 2" 1ST FLR BT BATHTUB D DRYER AKSELRAD RESIDENCE 2" DW DISH WASHER I 4" 4" 4 FD FLOOR DRAIN I 2" IW INDIRECT WASTE EX 4"W i EX 4" EX 4" EX 4" LAV LAVATORY 4125 Nassau Point Rd., Cutchogue, NY 11935 " " NEW NEW FIXTURE PR NEW 4 W �10 BATH BATH BATH NEW 2 W BATH REL RELOCATED & REPLAC CONNECT CONNECT ED FIXTURE PLUMBING RISER 103 TO EXIST. 107 105 105 TO EXIST. 107 RPL REPLACED FIXTURE C.0. I 4"W TO RM REMOVE DIAGRAMS AN D SH SHOWER EX 4" I EX 4" EX 4" SEPTIC SYSTEM SK SINK I SP STANDPIPE DETAILS 4„ V.O. VALVED OUTLET L - - VTR VENT THRU ROOF W WASHER 1 WC WATER CLOSET seal&signature: date: 06.04.2021 I O� NES, scale: ��C� O 1' drawn by: CELLAR g Y" � Icked by: G.D. drawing no.: S.E.#2 �3 SEWAGE EJECTOR L' � M �o 0709 P-200 . 00 '�° '� 1 SANITARY RISER DIAGRAM PLUMBING SYMBOL LIST & SCHEDULE 'd p� SMSRO�P�� cad file no.: NOT TO SCALE NOT TO SCALE ©copyright studio Cicetti architect pc general note: PLUMBING SPECIFICATIONS all drawings, specifications, plans, ideas, arrangements, and 9. CUTTING, CORE BORING, ALTERING AND PATCHING 21. WATER FILTRATION SYSTEM designs represented or referred to are the property of and owned 1. GENERAL CONDITIONS by studio Cicetti architect pc, whether the project for which they 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 OF THE WORK PERFORMED UNDER THE PLUMBING CONTRACT FOSTER 82-07 ADHESIVE. TRANSVERSE ENDS OF EACH SECTION CONSTRUCTION OF THE AMERICAN INSTITUTE OF ARCHITECTS 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 this project and none of the above may be disclosed or given to CURRENT EDITION SHALL FORM A PART OF THIS SPECIFICATION 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. MANUFACTURERS RECOMMENDATIONS. purpose whatsoever, except upon the written permission and MATERIALS AND WORKMANSHIP REQUIRED IN CONNECTION WITH CUTTING ALTERING AND PATCHING SHALL MATCH THE EXISTING direction of studio Cicetti architect pc. B. INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED WORK IN EVERY RESPECT. D. INSULATE FITTINGS AND VALVES WITH SAME MATERIAL AND C. INSTRUCT OWNER ON OPERATION OF ALL SYSTEMS. FOR THE FURNISHING, INSTALLING AND TESTING, COMPLETE 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 ONTO THE ADJACENT INSULATION AND WRAPPED A. ALL INTERIOR WASTE AND STORM PIPING SHALL BE NO HUB CAST IRON. WITH ZESTON'S VAPOR BARRIER, PRESSURE SENSITIVE TAPE, A. AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE 1. 06.04.2021 FILING 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 EXTERIOR AND INTERIOR BELOW SLAB WASTE LINES SHALL BE SCHEDULE 80 PVC ADHESIVE. OPERATING INSTRUCTIONS. OSHA RECOMMENDATIONS, GOVERNING OR RELATING TO ANY PIPE AND FITTINGS. 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 E. ALL WASTE PIPING RUNNING ABOVE HABITABLE SPACES SHALL BE 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. 3. NOTICE TO BIDDERS JOINTS SHALL BE MADE WITH 95/5 TIN/ANTHIMONY SOLDER. ALL HOT, HOT WATER RETURN & COLD WATER PIPING FROM DISTRIBUTION MANIFOLDS TO FIXTURES SHALL BE 15. INSULATION AT PIPE SUPPORTS 23. GUARANTEE A. BEFORE SUBMITTING PROPOSALS, EXAMINE THE SPECIFICATIONS APPROVED TYPE PEX TUBING. UNDERGROUND COLD WATER PIPING SHALL BE SOFT AND ALL DRAWINGS RELATING TO THE WORK AND BECOME FULLY 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 INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK. PIPING FOR ALL OTHER DISTRIBUTION PIPING. HANGERS SHALL BE CONNECTED DIRECTLY TO THE PIPING. IF A WRITTEN GUARANTEE AGAINST ALL DEFECTIVE WORK AND 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 SCREW ENDS, SWING CHECK WITH BRONZE DISC, AND SCREWED CAP, CRANE #37, OR MILWAUKEE VALVE CO #509. EXACT POSITIONS AND CLEARANCES. OBTAIN FROM THE 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 THEREFOR. 19. INSTALLATION OF OUTSIDE PIPING FACTORED BY CARPENTER & PATTERSON CORP.: WATER MILL, NEW YORK 11976 631-726-7600 INSPECTIONS AND TESTS OF ANY OR ALL PARTS (1) COPPER TUBING - 1" SIZE AND SMALLER: CARPENTER & MEP ENGINEER NINO D'ANTONIO PE B. ARRANGE FOR OF THE WORK IN REQUIRED BY AUTHORITIES OR UTILITY PATTERSON #800 ADJUSTABLE RING HANGER NOT MORE A. INSTALL UNDERGROUND WATER PIPING AT LEAST 3'-0" BELOW D'ANTONIO CONSULTING ENGINEERS 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 PATTERSON #100 CLEVIS HANGER NOT MORE THAN 10'-0" B. PROVIDE EFFECTIVE PROTECTION AT ALL TIMES TO PREVENT DCE JOB #2121 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 EVAN AKSELRAD, PE TO THIS WORK. EVERY JOINT. THE PIPING SHALL NOT BE SUPPORTED, CLOSED WITH PLUGS, PROPERLY SECURED IN PLACE. 16 JAY STREET FL3 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- SURFACE STRUCTURES IN THE VICINITY OF THIS WORK. DO FILING CONSULTANT 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 CLUDED IN THE BID. FURNISH ALL NECESSARY TEMPORARY INSULATION SHIELDS ON ALL HOT, HOT WATER RETURN 1319 NORTH SEA ROAD 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 VAPOR BARRIER. AVOID DAMAGE TO THESE STRUCTURES. IMMEDIATELY REPAIR FOR OPERATING TESTS. 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 studio Cicetti architect pc AUTHORITY HAVING JURISDICTION WHEN A TEST IS TO BE A. PROVIDE ESCUTCHEONS ON ALL PIPES PASSING THROUGH WALLS, 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 FLOORS, CEILINGS OR PARTITIONS. F&S MANUFACTURING SCHEDULED TO START. 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 NFPA, 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 RATINGS AS LISTED ABOVE. OF THE COMPLETE PLUMBING SERVICES AND CONNECTION TO ALL PRODUCTS OR THEIR SHIPPING CARTONS SHALL BEAR A LABEL PLUMBING FIXTURES AND EQUIPMENT, AND SHALL INCLUDE THE INDICATING THAT FLAME AND SMOKE RATINGS DO NOT EXCEED NECESSARY PIPING, TRAPS, FITTINGS, UNIONS, VALVES AND ABOVE REQUIREMENTS. ANY TREATMENT OF JACKETS OR ESCUTCHEONS, UNLESS OTHERWISE SPECIFIED. FACINGS TO IMPART FLAME AND SMOKE SAFETY SHALL BE PERMANENT. THE USE OF WATER SOLUBLE TREATMENTS IS REFER TO ARCH. DRAWINGS FOR FIXTURE TYPES. seal&signature: date: 06.04.2021 PROHIBITED. '" scale: B. ALL HOT WATER RETURN, AND COLD WATER PIPING SHALL BEOF NE INSULATED. INSULATION SHALL BE 1" THICK PREMOLDED GLASS drawn by: FIBER, FINISHED WITH A VAPOR BARRIER JACKET. � a�. cked by: G.D. drawing no.: 1 H&CW RISER DIAGRAM _ P-300 - 00 NOT TO SCALE C'1 �<JA 070°Zb '�. �Ci 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 - - - - - - - - - - - - -- 1. 06.04.2021 FILING SET - - o ❑ I I -- I I uP I I I I ° I 015 PORCH P I I 0.1.6 OUTDOOR KITCHEN I 012 1EXERCISE ROOM I EX. 146 UP r TO EX. FLOOR - 1 ❑ LD SUPPLY (150) I I I Li I o - - - -- 01 0 EX. 146 UP I .J TO EX. FLOOR I 003 BEDROOM 8x5 8x5 SUPPLY (150) � — 8x5 100 - - - - -k - -1 6/6 1 013 1BATHR00M 014 CLOSET 1 AREA OF 12x6 '— 1 EX. SUPPLY NEW WORK I DUCT IN CLG. i (3) 11x3 OVAL SUPPLY DUCTS 12x6 1 FR. ABV. (350 CFM TOTAL) 002 IFAMILY ROOM 8x5 1 IIQ_ 10x6 008 MECHANICAL 1 14x6 UP TO 7 NEW RETURN 1 12x6 1 FLOOR SUPPLY 0 001 'HALLWAY DUCT AT CLG. I � (TYP. OF 3) CIVCOD I THE RAYNINEER OR GROUP, P.E &NT AL DI S.PL�O, PE & CONN. 3 1 / r 860 MONTAUK HIGHWAY NEW AHU-3 I 005 CLOSET I I WATER MILL, NEW YORK 11976 631-726-7600 004 BATHROOM I / 10x5 I MEP ENGINEER NINO D'ANTONIO, PE 0 3) 11 x3- 007 LIBRARY VAL to SUPPLY DUOCTS o g cXI 12x6 I I D'ANTONIO CONSULTING ENGINEERS FR. ABV. 400) e �I I I I I 30 W. WAUKENA AVENUE CFM TO LJ 8x5 1 I I OCEANSIDE, NY 11572 516.594.4284 1 r - I DCE JOB #2121 I I 120 STAIR I r- - - -I EF EX. 1 I I u100 16x6 _ _ _ _ 14x6 _ I I STRUCTURAL ENGINEER o EVAN AKSELRAD, PE i I I 11x3 OVAL 8.5/5.5 1 I NEW SUPPPLY 16 JAY STREET FL3 16x12 RETURN�S I I II 006 CLOSET DROP & CONN. 18x8 I I I DUCT UP & I I DUCT RUN IN NEW YORK, NY 10013 917-689-0301 I RUN IN WALL CRAWL SPACE & I TO EX. AC UNIT 18x5 RETURN � � 9r� 10x5 1 I I CONN. TO FILING CONSULTANT COD I I I EX. AHU-3 AEN CONSULTANTS EXISTING MECHANICAL LEGEND II NEW 16x6 DROP & I I I 1319 NORTH SEA ROAD -- CONN. TO EX. SOUTHAMPTON, NY 11968 631-283-6360 12x811 146 I I SUPPLY MAIN DUCT EX. SUPPLY AIR 1 LWR LOW WALL RETURNI �_ _ _ _8x5_ _ _ _ _ _ _ _ I 1 1 I 185 1 EX. RETURN AIR CEILING RETURN V� —IT — -A I EX. AHU-3 �/3 studio cicet$1 architect pc EX. 24K BTU AIR 172 beard street, Brooklyn, ny 11231 718.875.1460 As EX. TEMPERATURE SENSOR TOE KICK RETURN EX. SUPPLY 8x6— 112x6 HANDLER W/HOT I Coy TO EX. THERMOSTAT CEILING EXHAUST I I DUCT IN I I I WATER COIL TO I� EX. SUPPLY GRILLE r� I CRAWL SPACE 1 REMAIN. ADJUST 1 I I project: MOTORIZED DAMPER 1 EX. RETURN GRILLE w MANUAL VOLUME DAMPER I (V.LF.) FOR ED1,00 CFM A& E I AKS E L RAD RESIDENCE 1 1 I 36,000 BTUH I I ® EX. EXHAUST GRILLE MOTORIZED ZONE DAMPER I I (2) EX. 12x4 I s 1 BASEMENT MECHANICAL PLAN 1 I 8x5 HIGH WALL SUPPLY � BACKDRAFT DAMPER OVAL RETURN 1100 SCALE: 1/4" = 1'-0" DUCTS FR. ABV. I I 1 I 4125 Nassau Point Rd., Cutcho ue, NY 11935 �w5 LOW WALL SUPPLY cw CORD OPERATED DAMPER (425 CFM TOTAL) � L I g CEILING SUPPLY I 5A LP SUPPLY AIR UP FLOOR SUPPLY 5A PN SUPPLY AIR DOWN I 1 coD I BASEMENT 5 TOE KICK SUPPLY I MU, RETURN AIR UP EX. CRAWL SPACE I I I nwx HIGH WALL RETURN RA vN RETURN AIR DOWN 12x6 i L — MECHANICAL PLAN I I I i - - - - - - - - - - - - - � I I 106 10x5 I 1--' — — — — — — — — — — — — -ry seal&signature: date: 06.04.2021 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� �� I� OF NE scale: 1/4"=1'-0" L - - - - - - - - - - - - - - - - - - - - - �� OD' ��®,� drawn by: cn cked by: G.D. EX. 146 UP TO drawing EX. FLOOR SUPPLY , ,. g no.: (TYP. OF 3) t - o M - 1 o70� 00 . 00 fiOp � �"�' cad file no.: N ' o' 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. no. date submission -1-1 znt 1 . 06.04.2021 FILING SET 122 TERRAC DN 112 IDINING ROOM C5 �J 15 EX. 140 F5 123 STAIR (150 CFM) 1 EX. 14 x6 F5 (150 CFM) 11.1LIVING ROOM E�i -DN i i 113 IKITCHEN48x60 LBR-HWR O 400 CFM 11 QF-7� a7� C., AO ® o o (3) 11x3 o� ® ® OVAL DUCTS DN. IN WALL NEW 14x6FS CIVIL ENGINEER VINCENT GAUDIELLO, PE 150 CFM THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 101 ENTRY 106 BEDROOM MEP ENGINEER NINO D'ANTONIO, PE 102 HALLWAY 110 CLOSET D'ANTONIO CONSULTING ENGINEERS �� o � -�� 103 POWDER RM. N 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 114 PANTRY UP 109 CLOSET LBR6 HWR DCE JOB #2121 116 LAUNDRY ROOM uP 120 STAIR (3) 11 x3 400 CFM STRUCTURAL ENGINEER OVAL DUCTS DN. IN WALL 11X3 OVAL EVAN AKSELRAD, PE DUCT FR 16 JAY STREET FI-3 EX. 4"0 BLW RUN IN NEW YORK, NY 10013 917-689-0301 Ti TX UP WALL FILING CONSULTANT P (V.I.F.) � � � AEN CONSULTANTS 12x4-LBD-HWS 1319 NORTH SEA ROAD 50 CFM SOUTHAMPTON, NY 11968 631-283-6360 E ISTING ME ANICAL LEGEND 1117 KAI In Rnn �A O D 1NEW 4x 10 ATHROOM 1506FS CFM studio cicetti architect pc EX. SUPPLY AIR LWR LOW WALL RETURN AREA OF TX-1 _._- 172 beard street, Brooklyn, ny 11231 718.875.1460 -�— EX. RETURN AIR � CEILING RETURN 121 ENTRY PATIO EX. 14x( F5 NEW WORK " 40 i As EX. TEMPERATURE SENSORMR TOE KICK RETURN (50 Com) lid project: TO EX. THERMOSTAT Cz CEILING EXHAUST ® EX. SUPPLY GRILLE W MOTORIZED DAMPER X xg , AKSELRAD RESIDENCE [tel EX. RETURN GRILLE w MANUAL VOLUME DAMPER UP E 4"0 HWR TX UP (XXX CFM) 4"0 ® F ® EX. EXHAUST GRILLE m MOTORIZED ZONE DAMPER (V.LF.) 2 12x4 - - rnvs HIGH WALL SUPPLY � BACKDRAFT DAM GARAGE 0 AL DUCTS NEW TX-2 4125 Nassau Point Rd., Cutchogue, NY 11935 AWS LOW WALL SUPPLY 6M CORD OPERATED DAMPER DN. IN WALL 14x(oFS 1 FIRST FLOOR MECHANICAL PLAN (v.l.F.) 75 CEILING SUPPLY SA LP SUPPLY AIR UP FIRST FLOOR G5 M101 SCALE: 1/4" = 1'-0" 105 BATHROOM M FLOOR SUPPLY SA� SUPPLY AIR DOWN TKS TOE KICK SUPPLY RA LP RETURN AIR UP 104 BEDROOM o MECHANICAL PLAN MR HIGH WALL RETURN Rn PN RETURN AIR DOWN EX. 14x6 F5 EX. 140 175 seal&signature: date: 06.104.2021 (150 CFM) (150 CFM) 1 scale: 1/4 —1 - / 0 - -- �'t "sbwtd 1"(J drawn by: Crjc cked by: G.O. drawing no.: NOTE: RZ�ALANCE EXISTI% M- 1 01 . 0 0 FLOOR GRILLE FOR CFM INDICATED ��, 07002 ` 10cad file no.: N( ) - --- I 0 1' 5' 10' 0 copyright studio Cicetti architect pc general note: all drawings, specifications, plans, ideas, arrangements, and NEW SUPPLY AIR NEW RETURN AIR SLAB designs represented or referred to are the property of and owned THERMOMETER O.B.V.D. by studio Cicetti architect pc, whether the project for which they (TYP.) DUCT W/1" A.L. DUCT CONN. TO NOTES: are prepared is executed or not. they are created, evolved, CONN. TO EXIST. EXIST. MAIN DUCT MAIN DUCT z developed, and produced solely for use on and in connection with AIR1 12 MIN. . THIS ARRANGEMENT IS TYPICAL this project and none of the above may WI FLOW I=* WHERE INDICATED ON PLANS. p 1 y be disclosed or given to EX. HWS&R FROM X N (0 2. TRANSFER AIR DUCT SHALL BE or used by any person, firm, or corporation for any use or HOT WTR. — FULLY LINED WITH 1 ACOUSTIC purpose whatsoever, except upon the written permission and CIRCULATION PUMP i -T- 3/4"D BRANCH DUCT 3 LINING. REFER TO FLOOR PLANS direction of studio Cicetti architect pc. _ 3'- 0 45' 6„ FOR CHANGES TRANSFER DUCT SIZES. FC _ I " - OPPOSED BLADE DAMPERDS SIMILAR VOLUME YOUNG 1° ACOUSTIC RETURN SECTION 1 A.L. BRANCH VOLUME DAMPER (O.B.V.D.) 4" SERIES 820A-LN W/403-C LINING OF GRILLE n0. date SUbmISSIOn EX. HOT WATER AC UNIT I DUCT 820A-LN YOUNG SERIES 4—A—L N W 03 CREGULATOR HEATING COIL I W2 I / I— W1-� CEILING SEE, (COIL I 11 . 06.04.2021 FILING SET SCHEDULE) N = W1 x BRANCH DUCT CFM MAIN DJCT CFM SUPPLY AIR DUCTWORK CONDENSATEBRANCH DUCT CONNECTION TRANSFER AIR DUCT DETAIL PUMP I I (NOT TO SCALE) (AIR TRANSFER BOOT DETAIL) LJ NOT TO SCALE BASEMENT LEVEL ANCHOR LEGS CONCRETE PAD NEW CU-3 TO DUCT CONNECTION DETAILS TO FLOOR REPLACE EX. (TYPICAL) UNIT ON Ex. i NOT TO SCALE CONCRETE PAD _EXISTING FLOOR MOUNTED AC UNIT RUBBERMOUNTING 1-�- WITH DUCT MTD. HOT WATER COIL PADS (TYP.) LI THICK SOUND BRANCH DUCT LINING (TYPICAL) (NOT TO SCALE) 1/8" x 1-1/4" GALVANIZED DUCT SUPPORT BAND CONDENSING UNIT MOUNTING DETAIL [SEEDucT LAN FLEXIBLE (NOT TO SCALE) CABLE.40 AIR OUTLET SEE UCT PLANS FOR TYPE AND SIZES VOLUME DAMPER ASSEMBLY BRACKET SECURE NOTE: OPPOSED BLADES LINKED TO DUCT FOR DUCTS UP TO 24" TOGETHER IN A FRAME, OPERATED THROUGH FLEX. CABLE 1/8" x 1-1/4 3/8"0 RODS TYPICAL LINEAR / FLO- BAR DIFFUSER GALVANIZED DUCT THREADED ENDS DUCT CONNECTIONS (WALL MOUNTED) SUPPORT BAND ONLY GALVANIZED (NOT TO SCALE) —o DIFFUSER DETAILS — DUCT 4 CIVIL ENGINEER VINCENT GAUDIELLO, PE NOT TO SCALE THE RAYNOR GROUP, P.E. & L.S. PLLC 1CO-AACUNIT DETAILS0860 MONTAUK HIGHWAY NOT l0 SCALE 13/32"0 HOLES IN BAND WATER MILL, NEW YORK 11976 631-726-7600 GALVANIZED HEX HEAD CAP SCREW 3/8-16NC x 1-1/41G. WITH MEP ENGINEER NINO D'ANTONIO, PE GALVANIZED HEX HEAD LOCKNUT D'ANTONIO CONSULTING ENGINEERS (TYP. 3 PLACES) 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 CONTINUOUS SHEET HIGH VELOCITY ROUND DUCT HANGER DETAIL DCE JOB #2121 METAL EDGE DUCT SEALANT- NOT TO SCALE POP RIVETS ON 6'• PROTECTOR SEE SPECS. ( STRUCTURAL ENGINEER CTRS. - ALT. EVAN AKSELRAD, PE SPACING [PINS ON 6" CTRS. PINS ON 12" CTRS. CONTINUOUS S/M HANGERS SHALL BE 16 JAY STREET FL3 ALT. SPACING EDGE PROTECTOR PLACED ON BOTH SIDES EXISTING WOOD NEW YORK, NY 10013 917-689-0301 SHEET METAL " (STAGGERED) W/PINS ON 6 CTRS- OF DUCT AND SPACED CONSTRUCTION SCREW GALVANIZED SCREW ANGLE R 0 U N D DUCT SUPPORT DETAIL DUCT 12 WASHERS ALTERNATE SPACING 6-0 O.C. IRON HANGER TO JOIST IRON TO JOIST NOT TO SCALE MAX. FILING CONSULTANT 1" x 1/8" GALVANIZED �= STEEL LATS AEN CONSULTANTS 66 �� —1/4" DIA. RIVETS ENTERLINE SOUTHAMPTON, NY 1 968 631-283-6360 METAL SCREW—�� tl \—REINFORCING OR BOLTS ANGLE SHEET METAL DUCT REQUIRED HEN studio cice$t1 architect 'THERMAL INSULATION p�+ WHEN REQUIRED STANDING SEAM JOINT BETWEEN 172 beard street, Brooklyn, ny 11231 718.875.1460 (SEE SPECIFICATIONS) DUCT SECTIONS - VARIES WITH DUCT SIZES - SEE SPECS -. DUCT -. JOINT TO JOINT DISTANCE - VARIES WITH DUCT SIZES HANGER - project: JJ RODS AKSELRAD RESIDENCE I— f NOTES: 1" x 1/8" GALVANIZED IRON A-ADHERE DUCT LINER WITH FIRE RESISTIVE (SPARK SAFE) ADHESIVE 100% COVERAGE. HANGER (DUCT TO 60" WIDE) SEE SPECIFICATIONS FOR ADHESIVE. B-SEAL. ALL LONGITUDINAL JOINTS WITH VAPOR BARRIER SEALANT. SEE SPECIFICATIONS. DUCT AND PIPE SUPPORT NOT TO SCALE 4125 Nassau Point Rd., Cutchogue, NY 11935 (NOT TO SCALE) DUCT LINER FASTENING DETAIL SHEETMETAL TURN STEEL FLATS SCREWS 6 0.C.3" UNDER " MECHANICAL DETAILS METHOD OF SUPPORTING DUCTS UP TO 8 SIFT. IN AREA AND 47" WIDTH MAX. (NOT TO SCALE) PT LINER AND DUCT SUPP0RT DETAILS seal&signature: date: 06.04.2021 0 SCALE •��()� N ,1 drawn by: 1/4"=1'-0" �n,cked by: G.D. I drawing no.: =� M-200 . 00. cad file no.: N 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, E CU developed, and produced solely for use on and in connection with CONDENSING UNITS 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 NOMINAL COOLING MOTOR DATA DIMENSIONS DESIGN BASE purpose whatsoever, except upon the written permission and AHU direction of studio Cicetti architect pc. MARK SERVED CAPACITY LOCATION CAPACITY MCA MOCP SEER RATING REMARKS (TONS) (BTUH) V/O/Hz. (AMPS) (AMPS) HEIGHT DEPTH WIDTH MAKE MODEL no. date submission EX.CU-'I AHU-1 5 - 60,000 23011160 37.3 60 403/8" 35" 35" CARRIER 24ANB760 - EX.CU-2 AHU-2 2 - 24,000 230/1/60 14.5 20 36" 31%6" 31%6' - CARRIER 24ANB724 - 1. 06.04.2021 FILING SET NEW.CU-3 AHU-3 3 - 36,000 230/1/60 19.8 35 36" 31%6" 31%6" 18 CARRIER 24ANB736 NEW CU-3 TO CE EX. EX.CU-4 AHU-4 2 - 24,000 230/1/60 14.5 20 36" 31%6" 31%6' - CARRIER 24ANB724 - REPLA 2 TON CU EX.CU-S AHU-5 3 - 36,000 230/1160 19.8 35 36" 31%6" 31%6" - CARRIER 24ANB736 DIFFUSER AND GRILLE SCHEDULE "TITUS" AS STD TAG TYPE MAKE MODEL BARS/SPACING COLOR REMARKS " BARS LBD (WALL) (SUPPLY AR) TH CONCEALED FASTENING LINEAR BAR DIFFUSER TITUS CT-480 1�4" SPACING BY ARCHITECT FAME BORDER TYPE 4,WR4° BORDER LBR (WALL) LINEAR BAR RETURN TITUS CT-480 1/8n BARS BY ARCHITECT FRAME BORDER TYPE 4, 1/4" BORDER (RETURN AIR) 1/4 SPACING WITH CONCEALED FASTENING FBD (WALL) FLO-BAR DIFFUSER TITUS FL-15 1.5" SLOT BY ARCHITECT FBCD CEILING (SUPPLY AIR) HIGH THROW PATTERN CONTROLLER, HARD CEILING CLIPS, BORDER TYPE 22, FRAME TYPE 2. FBR (WALL) FLO-BAR RETURN ,� FLANGES TAPED AND SPACKLED INTO THE CEILING TO LEAVE ONLY THE AIR SLOT EXPOSED FBCR CEILING (RETURN AIR) TITUS FL-15 1.5 SLOT BY ARCHITECT TO THE ROOM IF REQUIRED BY ARCHITECT. PROVIDE MOUNTING CLIPS. LBBR (WALL) LIN. BAR RET. (FLR. LEVEL) TITUS CT-480 1/8" BARS BY ARCHITECT LBFS FLOOR LIN. BAR SUPP. FLR. 1/4 SPACING FRAME BORDER TYPE 6, NO FLANGES W SPRING CLIP NOTE: 1 - ALL REGISTER SIZES ARE CLEAR INSIDE DIMENSIONS. TOILET EXHAUST FAN SCHEDULES UNIT INO TYPE SERVING MAKE MODEL/SIZE DRIVE RPM SP CFM VOLTAGE/PH WATTS GRILLE WEIGHT EFFICACY SIZE (LBS) TX-1--1 CEILING POWDER ROOM 115 PANASONIC FV-11VQ3 DIRECT 1080 0.25" 90 120V/1 27 11-13/16" SQ. 11.0 3.33 CFM/WATT CABINET TX-2--1 CEILING MASTER BATH 211 PANASONIC FV-11VQ3 DIRECT 1080 0.25" 90 120V/1 27 11-13/16" SQ. 11.0 CABINET CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC NOTES 860 MONTAUK HIGHWAY - PROVIDE BACK DRAFT DAMPER. ' WATER MILL, NEW YORK 11976 631-726-7600 2- PROVIDE ANGLE MOUNTING BRACKETS 3- PROVIDE WALL SWITCH MEP ENGINEER NINO D'ANTONIO, PE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE OCEANSIDE, NY 11572 516.594.4284 DCE JOB #2121 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 cicetti architect pc 172 beard street, brooklyn, ny 11231 718.875.1460 project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 MECHANICAL EQUIPMENT SCHEDULES seal&signature: date: 06.04.2021 OF N"E , scale: 1/4"=V-0" iC �'®� drawn by: n cked by: G.D. # drawing no.: M -300 . 00 070a ' i0�VV cad file no.: N 0' 1' 5' 10' ©copyright studio Cicetti architect pc 11REFRIGERANT AND CONDENSATE PIPING general note: . DIVISION 15 MECHANICAL SPECIFICATIONS 7. DIFFUSERS AND REGISTERS ALL DIFFUSERS AND REGISTERS, UNLESS INDICATED OTHERWISE, SHALL BE AS all drawings, specifications, plans, ideas, arrangements, and A. ALL PIPING SHALL BE COPPER OF WEIGHT AS REQUIRED FOR SERVICE SPECIFIED, WITH CONFORMANCE WITH designs represented or referred to are the property of and owned MANUFACTURED BY "TITUS" OF SIZE AS SPECIFIED ON THE DRAWINGS. DIFFUSERS AND REGISTERS SHALL by studio Cicetti architect pc, whether the project for which they 1. DESCRIPTION OF WORK FINISH SHALL BE AS SPECIFIED BY THE ARCHITECT. ASTM—B-88 FOR TYPES "L", "K" TUBING, AS MANUFACTURED BY CHASE, ANACONDA, REVERE OR APPROVED are prepared is executed or not. they are created, evolved, EQUAL. SOLDER SHALL BE 95 % TIN AND 5 � ANTIMONY FOR CONDENSATE DRAIN PIPING AND SILVER SOLDER developed, and produced solely for use on and in connection with A. THE EXTENT OF THE WORK IS INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS. this project and none of the above may be disclosed or given to B. PROVIDE ALL EQUIPMENT, MATERIALS, AND LABOR REQUIRED FOR OPERATION TO THE FINAL ACCEPTANCE BY THE 8. DUCT INSULATION FOR REFRIGERANT PIPING. or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and ARCHITECT AND ENGINEER UNLESS INDICATED OTHERWISE HEREIN OR ON THE DRAWINGS. A. PROVIDE 1" ACOUSTIC LINING A MINIMUM OF 20 FEET FROM EACH AIR HANDLER INTAKE AND DISCHARGE, B. USE HARD DRAWN TYPE "L" COPPER TUBING ON ALL REFRIGERANT PIPING AND WHERE NO APPRECIABLE AMOUNT direction of studio Cicetti architect pc. AND AS INDICATED ON THE DRAWINGS. LINING TO BE "CERTAINEED" MANUFACTURER TYPE 150, 1—INCH OF BENDING AROUND PIPES OR OTHER OBSTRUCTIONS IS NECESSARY. IF SOFT COPPER MUST BE USED, CARE 2. GENERAL THICK OR APPROVED EQUAL. INCREASE DUCT SIZE TO MAINTAIN INSIDE DUCT DIMENSIONS INDICATED ON SHOULD BE TAKEN TO AVOID SHARP BENDS WHICH MAY CAUSE A RESTRICTION. no. date submission A. THE REQUIREMENTS OF THE GENERAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL APPLY TO THE DRAWINGS. OMIT LINING AT DUCTWORK SECTION HOUSING THE HUMIDIFIER NOZZLE. C. USE LONG RADIUS ELLS WHEREVER POSSIBLE WITH ONE EXCEPTION —SHORT RADIUS ELLS FOR THE TRAP AT THE WORK OF THIS CONTRACT. BOTTOM OF ALL SUCTION RISERS. 1. 06.04.2021 SET B. INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE B. ALL WORK ON THESE DRAWINGS IS SCHEMATIC AND CONSIDERATION MUST BE GIVEN TO ACTUAL CONDITIONS AT ASTM—E-84, NFPA 255 AND UL723 NOT EXCEEDING FLAME SPREAD 25, SMOKE DEVELOPED 50, FUEL D. PACK FIBERGLASS INSULATION AND A SEALING MATERIAL SUCH AS PERMAGUM AROUND REFRIGERANT LINES WHERE THE SITE. SUCH CONSIDERATIONS SHALL BE PUT INTO THE INITIAL COST ESTIMATES FOR THE JOB AND SHALL CONTRIBUTED 50. THEY PENETRATE FLOORING TO REDUCE VIBRATION AND TO RETAIN SOME FLEXIBILITY. UNDER NO CIRCUMSTANCES BE CONSIDERED JUSTIFICATION FOR EXTRA COSTS TO THE OWNER. SPECIFICALLY, THE C. INSULATE ALL SUPPLY, AND RETURN, DUCTWORK WITH 1-1/2" FIBERGLASS DUCTWRAP INSULATION AND E. SUPPORT ALL REFRIGERANT LINES AT MINIMUM 6 FOOT INTERVALS WITH SUITABLE HANGERS, BRACKETS OR SHEET METAL DUCTOR SHALL, WHETHER INDICATED OR NOT, RISE AND/OR DROP AND/OR CHANGE IN SHAPE TO CLAMPS. FOIL FACED VAPOR BARRIER. WHERE DUCTWORK IS EXPOSED SUCH AS ON THE ROOF, DUCTWORK SHALL CLEAR ANY AND ALL CONDUITS, LIGHTING FIXTURES, PLUMBING AND HEATING MAINS TO MAINTAIN DESIRED CEILING BE INSULATED WITH 1" FIBERGLASS RIGID INSULATION WITH FOIL FACED VAPOR BARRIER, AND SHALL BE F. INSULATE ALL SUCTION AND CONDENSATE LINES WITH A MINIMUM OF %" ARMAFLEX OR EQUAL. LIQUID LINES THAT HEIGHTS AND ACTUAL LOCATIONS, AS SHOWN ON ARCHITECTURAL PLANS, OF THE NEW DIFFUSERS AND PAINTED WITH TWO COATS OF ASPHALT BASED PAINT TO PROVIDE FULL WATER PROOFING. WILL BE EXPOSED TO DIRECT SUNLIGHT AND/OR HIGH TEMPERATURES MUST ALSO BE INSULATED. REGISTERS. G. PROVIDE 3/4" CONDENSATE DRAIN PIPING OF TYPE "K" COPPER WITH TRAPS AS RECOMMENDED BY AC UNIT C. ANY APPARATUS, APPLIANCE, MATERIALS, WORK OR INCIDENTAL ACCESSORIES OR ANY MINOR DETAILS NOT SHOWN 9. AIR CONDITION UNIT MANUFACTURER. PIPE TO INDIRECT WASTE LINES AND DRAINS PROVIDED BY PLUMBER. BUT NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATION, A. AIR CONDITION CONDENSING UNITS SHALL BE OF THE HIGH EFFICIENCY TYPE, OF SIZE AND MODEL EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE PROVIDED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE SHOWN ON THE DRAWINGS OR APPROVED EQUAL. 12. CONTROLS TO THE OWNER. B. THE EXISTING AIR HANDLING UNIT SHALL HAVE ITS SPEED SETTING AND TXV ADJUSTED FOR 1,200 CFM A. COOLING D. CONTRACTOR SHALL CUT AND MAKE PENETRATIONS AS REQUIRED FOR HIS INSTALLATION OPERATIONS. PATCHING AND 3 TON CAPACITY. 1) FURNISH AND INSTALL FOR EACH AIR CONDITIONING UNIT "NEST" WIFI ENABLED PROGRAMMABLE T'STAT. SHALL BE BY THE G.C. C. AT THE TERMINATION OF BALANCING AND TESTING, THE CONTRACTOR SHALL REPLACE THE FILTER USED A. COOLING WHEN SET FOR COOLING, THE CONTROLLER SHALL ENERGIZE INDOOR AND OUTDOOR UNITS TO MEET E. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING, DEVICES, STARTERS AND EQUIPMENT. SETPOINT. ON THE AIR CONDITIONER DURING THIS PERIOD WITH A NEW ONE, AND SHALL PROVIDE (6) SETS OF ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL POWER WIRING. REPLACEMENT FILTERS. B. HEATING WHEN SET FOR HEATING, THE CONTROLLER SHALL SEND A SIGNAL TO OPEN THE HW COIL VALVE. THE F. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS PER NEW YORK CITY BUILDING CODE REQUIREMENTS. ZONE VALVE END SWITCH SHALL ENERGIZE THE CORRESPONDING PUMP BY MEANS OF PUMP RELAY. SECOND G. THE INSTALLATION SHALL CONFORM TO THE FOLLOWING CODES AND STANDARDS: 10. EXHAUST FANS STAGE CALL FOR HEAT SHALL ENERGIZE THE AC HEAT PUMP. 1. NY STATE & LOCAL BUILDING CODE C. TOILET EXHAUST FANS SHALL BE CONTROLLED BY LOCAL LIGHT SWITCH. A. EXHAUST FANS SHALL BE OF SIZE AND MODEL AS SHOWN ON THE DRAWINGS OR APPROVED EQUAL. 2. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) B. ALL EXHAUST FANS SHALL BE EQUIPPED WITH GRAVITY BACKDRAFT DAMPERS, AND SPEED CONTROLLERS 3. SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) MOUNTED AT THE FANS FOR BALANCING. 13. TESTS 4. ASME (AMERICAN SOCIETY OF MECHANICAL ENGINEERS C. ALL FANS SHALL BE HUNG FROM JOISTS WITH VIBRATION MOUNTS. A. THE CONTRACTOR SHALL TEST, BALANCE, AND ADJUST ALL REGISTERS AND DAMPERS OF SYSTEMS UNDER NORMAL 5. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) OPERATING CONDITIONS TO ASSURE PROPER AIR DISTRIBUTION AND AIR QUANTITIES AS SHOWN ON THE DRAWINGS. 6. ASHRAE (AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS) AIR SUPPLY AND RETURN AT EACH OUTLET SHALL BE MEASURED AND RECORDED DATA TABULATED AND 7. UL (UNDERWRITER'S LABORATORIES) SUBMITTED FOR APPROVAL. B. CONTROLS SHALL BE ADJUSTED AND TESTED TO INDICATE COMPLIANCE WITH SPECIFIED OPERATIONS. 8. NATIONAL ELECTRIC CODE AND LOCAL UTILITY RULES AND REGULATIONS. CIVIL ENGINEER VINCENT GAUDIELLO, PE H. CONTRACTOR SHALL FURNISH TO THE OWNER TWO SETS OF AS—BUILT DRAWINGS AND ONE SET OF C. OPERATING TESTS: TEST ALL NEW EQUIPMENT FOR A MINIMUM PERIOD OF 24 HRS WITH HEATING AND COOLING THE RAYNOR GROUP, P.E. & L.S. PLLC SYSTEMS BEING FULLY TESTED DURING APPROPRIATE SEASON. FULLY TESTED DURING APPROPRIATE SEASON. 860 MONTAUK HIGHWAY REPRODUCIBLES AT COMPLETION OF THE WORK. WATER MILL, NEW YORK 11976 631-726-7600 14. SHOP DRAWINGS AND EQUIPMENT SUBMITTALS MEP ENGINEER NINO D'ANTONIO, PE 3. DESIGN CONDITIONS D'ANTONIO CONSULTING ENGINEERS A. CONTRACTOR SHALL PROVIDE TO THE ARCHITECT SHOP DRAWINGS OF SHEET METAL DUCTWORK AND EQUIPMENT 30 W. WAUKENA AVENUE A. THE FOLLOWING CONDITIONS SHALL BE MAINTAINED: SUMMER: OUTDOORS: 95 DEGREES F OCEANSIDE, NY 11572 516.594.4284 INDOORS: 75 DEGREES F, 50%RH WINTER: OUTDOORS: 0 DEGREES F INDOORS: 72 DEGREES F, MOUNTING. SHOP DRAWINGS SHALL BE 3/8 SCALE ELECTRONIC PDFS. DCE JOB #2121 35%RH B. ALL EQUIPMENT AND DEVICES TO BE INSTALLED SHALL BE SUBMITTED AS IELECTRONIC PDFS. STRUCTURAL ENGINEER C. NO EQUIPMENT SHALL BE INSTALLED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OR ENGINEER. EVAN AKSELRAD, PE 16 JAY STREET FL3 4. GUARANTEE ALL MECHANICAL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECTS IN WORKMANSHIP AND NEW YORK, NY 10013 917-689-0301 MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE ARCHITECT, UNLESS 15. OPERATION FILING CONSULTANT A. CONTRACTORS SHALL SPEND THE TIME, AS REQUIRED, TO FULLY EXPLAIN THE OPERATION OF THE NEW HEATING AEN CONSULTANTS EQUIPMENT MANUFACTURER'S GUARANTEE COVERS A LONGER PERIOD. AND AIR CONDITIONING SYSTEMS TO THE OWNER OR OWNER REPRESENTATIVE. 1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631-283-6360 B. AT THE TERMINATION OF WORK SUBMIT TO THE OWNER (2) SETS OF OPERATION AND MAINTENANCE MANUALS TO 5. DUCTWORK studio Cicetti a1'CO'11teCtINCLUDE ALL NEWLY INSTALLED EQUIPMENT. p C A. THIS SECTION SHALL APPLY TO ALL DUCTWORK THAT IS PART OF THIS CONTRACT UNLESS INDICATED OTHERWISE 172 beard street, Brooklyn, ny 11231 718.875.1460 ON THE DRAWINGS. B. DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA LOW VELOCITY DUCT project: CONSTRUCTION STANDARDS MANUAL, USING PRIME SHEETS OF GALVANIZED STEEL OR ALUMINUM AS CALLED FOR AKSELRAD RESIDENCE ON THE DRAWINGS AND IN THESE SPECIFICATIONS. ALL DUCTWORK SHALL BE NEW. C. THE CONSTRUCTION FOR LOW PRESSURE RECTANGULAR SHEET—METAL DUCTS SHALL BE MADE IN ACCORDANCE WITH RECOMMENDATIONS OF THE ASHRAE GUIDE, LATEST EDITION, OR AS PER SMACNA MANUAL, BUT NOT LESS 4125 Nassau Point Rd., Cutchogue, NY 11935 THAN THE FOLLOWING WEIGHTS AND CONSTRUCTION: MECHANICAL DIM. OF LONGEST SIDE SHEETMETAL GAUGE LONGEST SIDE,(ALL FOUR SIDES) INCHES STEEL GAUGE UP THRU 12 26 13 THRU 18 24 19 THRU 30 24 SPECIFICATIONS 31 THRU 42 22 D. SUPPORT HORIZONTAL DUCTS WITH HANGERS SECURED TO CEILING JOISTS AT INTERVALS NOT TO EXCEED 6'-0". VERTICAL DUCTS SHALL BE SUPPORTED WITH ANGLE IRON BRACKETS AT INTERVALS NOT TO EXCEED 6'-0". E. SEAL ALL DUCTWORK AIRTIGHT AT JOINTS, SEAMS AND CONNECTION TO EQUIPMENT, WITH 3M EC-800 MASTIC OR seal&signature: date: 06.04.2021 OV: NE scale: 1/4"=1'-0" APPROVED EQUAL. � ,��'�• ?� drawn by: 4j tc Cc,n cked by: G.D. 6. DAMPERS ALL VOLUME DAMPERS, UNLESS ACCESSIBLE THROUGH THE ATTIC OR BASEMENT CRAWL SPACE, SHALL --- ------- drawing no.: BE OF THE PULL STING DAMPER TYPE ACCESSIBLE THROUGH THE FACE OF EACH SUPPLY AND RETURN AIR !" y F GRILLE:. VOLUME DAMPER BLADES SHALL BE OF N0. 16 GAUGE STEEL. WHERE ACCESSIBLE, EACH DAMPER SHALL T . M -400 . 00 BE COMPLETE WITH LOCKING AND INDICATING QUADRANT MOUNTED ON EXTERIOR OF DUCT, AND BRASS 07 cad file no.: ADJUSTING ROD. DAMPERS SHALL BE NEW. Fm 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. 71 no. date submission F 0 _ _ — — — — — — — — — - 1 . 06.04.2021 FILING SET I ❑ 1 ;7 uP I I I I ° � I I I � I I _ 015 PORCH P I 1 EXG. 016 OUTDOOR KITCHEN 012_EXERCISE — I I I I 1 r - - - I 11 ❑ I I I I o I-I - - - o - --=--- --._ - - I I 0 EXG. 003 BEDROOM 013 BATHROOM 014 CLOSET EXISTING POWER FROM ExG. STING NEARBY CIRCUIT — TO NEW OUTLETS (TYP) N (3)#12 AWG EXG. EXG. 002 IFAMILY ROOM I I EXG 008 MECHANICAL L — _ —1 I I CIVIL ENGINEER VINCENT GAUDIELLO, PE 001 IHALLWAY I THE RAYNOR GROUP, P.E. & L.S. PLLC 860 MONTAUK HIGHWAY 005 CLOSET I I WATER MILL, NEW YORK 11976 631-726-7600 004 IBATHROOM MEP ENGINEER NINO D'ANTONIO, PE 007 LIBRARY a I D'ANTONIO CONSULTING ENGINEERS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FF I 30 W. WAUKENA AVENUE r I I OCEANSIDE, NY 11572 516.594.4284 DCE JOB #2121 I I 12o srAlR I t— — — —I I 1 1 STRUCTURAL ENGINEER I u II- - - -II —_ —I — — _ I I I I I -�1 I EVAN AKSELRAD, PE I —I I— TO REMAIN I 16 JAY STREET FI-3 I I I I I I 11 1006 ICLOSET • 1 NEW YORK, NY 10013 917-689-0301 FILING CONSULTANT 1 AEN CONSULTANTS 1319 NORTH SEA ROAD 1 I SOUTHAMPTON, NY 11968 631-283-6360 I I I 1 I I I I I 1 stuck® cicetti architect pc 1 I ( I 172 beard street, brooklyn, ny 11231 718.875.1460 1 I I I I I I I 1 I I I I project: I I I I I I I 1 1 1 AKSELRAD RESIDENCE I I I I I I I 1 BASEMENT ELECTRICAL PLAN 1 E100 SCALE: 1/4" = t'-o- I I I I 4125 Nassau Point Rd., Cutchogue, NY 11935 I I 1 I I I I I I I I 1 I I I I 1 1 1 I BASEMENT ELECTRICAL PLAN I I I I - - - - - - - - - -I I I , I I 1 I seal&signature: date: 06.04.2021 — — — — — — — —� 1 �: scale: 1/4 11=1 1-011 I p'I", NE� drawn by: S.D. i cked by: G.D. f drawing no.: Cr E- 1 00 00 CdA ©7002 `� 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. no. date submission 1 . 06.04.2021 FILING SET 122 TERRAC DN 112 IDINING ROOM 7C1 -0 lul UP EXISTING DEVICES TO 77 BE REMOVED DM DM 123 STAIR 111 LIVING ROOM Gn N DM. D Sco USE EXISTING CIRCUIT IN LIVING DN ROOM 111 TO POWER NEW OUTLETS AS SHOWN. USE MIN (3)#12 AWG 113 KITCHEN O ( )� o O EXG. / o o \ CIVIL ENGINEER VINCENT GAUDIELLO, PE (3)#12 AWG THE RAYNOR GROUP, P.E. & L.S. PLLC I (TYP) 860 MONTAUK HIGHWAY WATER MILL, NEW YORK 11976 631-726-7600 101 ENTRY ' 106 BEDROOM MEP ENGINEER NINO D'ANTONIO, PE 110 CLO ET 102 HALLWAY° 6 40 E D'ANTONIO CONSULTING ENGINEERS 103 POWDER RM. 30 W. WAUKENA AVENUE n — I\ N I o 40• OCEANSIDE, NY 11572 516.594.4284 114 PANTRY DP / 109 CLOS up 12o STAIR o ' PROVIDE POWER FROM DCE JOB #2121 116 ILAUNDRY ROOM EXISTING NEARBY BATHROOM STRUCTURAL ENGINEER BEING DEMOLISHED (TYP) EVAN AKSELRAD, PE (3)#12 AWG I 16 JAY STREET FI-3NEW YORK, NY 10013 917-689-0301 LT FT Ti FILING CONSULTANT P . RFI 40.,E AEN CONSULTANTS r:-7Z 117 MUD ROOM RM ExcM 1319 NORTH SEA ROAD \ xG. GFI 2'-10" SOUTHAMPTON, NY 11968 631-283-6360 M 10 ATHROOM MAINTAIN OUTLET / S'�t�IC�lO CIC�'�$1 c�1'C�1$�'C� C PROVnFROM WITHIN 36 OF LAV p Exc. PER NEC ARTICLE 172 beard street, brooklyn, ny 11231 718.875.1460 121 ENTRY PATIO EXISTING 1 210.52 (D) TO NEW OUTLETS (TYP) (3)#12 AWG / fl project: AKSELRAD RESIDENCE U P JE EMU'. \ ./ DM \— F EXG. 119 GARAGE \ DM (3)#12 AWG 4125 Nassau Point Rd., Cutchogue, NY 11935 1 FIRST FLOOR ELECTRICAL PLAN 71 SCAL : 1/4" 1'-0" FIRST FLOOR E101 = N aG. ' 2 -8" BATHR00 REMOVE EXISTING OUTLT AND USE EXISTING ocG' 104 IBEDROOM ELECTRICAL PLAN CIRCUIT TO PROVIDE POWER TO NEW OUTLETS AS SHOWN (TYP) USE MIN. (3)#12 AWG Exc. Exc. MAINTAIN OUTLET seal&signature: date: 06.04.2021 ExG. WITHIN 36" OF LAV �-" scale: 1/4"=1'-0" occ. PER NEC ARTICLE OV: NES, 210.52 (D) 2"� drawn by: S.D. C3j IT Mcked by: G.D. drawing no.: PROVIDE POWER FROM EXISTING OUTLET IN �u BATHROOM BEINGE- 1 01 . 00 DEMOLISHED (TYP) 0704' USE MIN. (3)#12 AWG A V jcad file no.: N Q� fl�� 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. no. date submission 1. 06.04.2021 FILING SET 19 ERRACE PROVIDE POWER FROM EXISTING NEARBY CIRCUIT TO NEW OUTLETS (TYP) - - - - - - - — - - - - - - - - - — - - - - - - - - — - -i - - — — — — — —, 3 12 AWG I � I U Li occ. I I I c. I 206 IBEDROOM I 209 IMASTER BEDROOM I °M I DM 211 IMASTER BATHROOM A 207 OFFICE ❑N DM I 'U I I �— — occ. U — _ _ J IFI I I 0 Osco LJ I � I i \ I I (3)#12 AWG CIVIL ENGINEER VINCENT GAUDIELLO, PE I , (TYP) THE RAYNOR GROUP, P.E. & L.S. PLLC 201 IHA= I 860 MONTAUK HIGHWAY 208 ESTIBULE WATER MILL, NEW YORK 11976 631-726-7600 212 HIS W.I.C. 202 ILAUNDRY ROOM /Y\ I 206 BEDROOM MEP ENGINEER NINO ONIO, PE D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE I DN ' OCEANSIDE, NY 11572 516.594.4284 I I I I I DCE JOB #2121 120 STAI —I , STRUCTURAL ENGINEER 71 OPEN TO BELO� / \ o f I 116 JAY STREET FI-3E NEW YORK, NY 10013 917-689-0301 \ / 204 IBATHRO07M I I AEN CONSULTAN S FILING OT 1319 NORTH SEA ROAD / SOUTHAMPTON, NY 11968 631-283-6360 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� 1 studio cicetti architect pc / 172 beard street, brooklyn, ny 11231 718.875.1460 F— -1 I I project: 213 1HER W.I.C.1 L / AKSELRAD RESIDENCE I � 1 SECOND FLOOR ELECTRICAL PLAN � E102 SCALE: 1/4" = 1'-0" GFI WP 4125 Nassau Point Rd., Cutchogue, NY 11935 I I I I I I I I I 03 OEDROOM SECOND FLOOR ELECTRICAL PLAN I I C I 214 HIS BATHROOM I seal&signature: date: 06.04.2021 ^ •� scale: 1/4,1=1,-O" ()IF NE drawn by: S.D. - - - - - - - — - -I- - — - - - - - - - - C � T� ckedby: G.D. s'J drawing no.: u E- 1 02 . 00 0709 l�.�QV cad file no.: N 0' 1' 5' 10 ©copyright studio Cicetti architect pc 'LECTRICAL PANEL SCHEDULE 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 . PANEL ' HVAC -SUB' SURFACE MOUNTING 1 PHASE 240 VOLTS this project and none of the above may be disclosed or given to FULLY RATED SYSTEM 3 WIRE FEEDER SIZE: SEE RISER or used by any person, firm, or corporation for any use or purpose whatsoever, except upon the written permission and Branch Circuit Branch Circuit direction of studio Cicetti architect pc. lit Conductor Conduit 125A MLO Circuit Conductor Conduit er KW Breaker KW no. date submission Load Designation Load Designation Trip HP No. AWG No. Size Pole Trip HP No. AWG No. Size AMP MCM A B # AMP MCM 1. 06.04.2021 FILING SET 60 CU-1 6.5 EXISTING 4.6 2 20 CU-4 2.6 EXISTING HACR 2P 4.6 4 2P 20 CU-2 2.6 EXISTING 3.1 6 35 CU-5 3.5 EXISTING HACR 2P 3.1 8 2P YP CU-3 3.5 4 8 1 3/4 1 .8 10 1 .8 12 CONNECTED LOAD: 9.5 9.5 = 19.6 KW, 85 AMPS SECOND FLOOR 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 HOUSE MAIN OCEANSIDE, NY 11572 516.594.4284 'ION PANEL DCE JOB #2121 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 1ST FLOOR studio Cicetti arChlteCt PC 172 beard street, brooklyn, ny 11231 718.875.1460 project: �CTRICIAN TO VERIFY FEEDER SIZE TO PANEL 'HVAC-SUB'. AKSELRAD RESIDENCE _ FEEDER CALCULATION BELOW. IF EXISTING FEEDER SIZE IS LESS THAN ECOMMENDATION BY ENGINEER. SEE ADD ALTERNATE #1 BELOW. Z CALCULATION FOR PANEL 'HVAC-SUB' 4125 Nassau Point Rd., Cutchogue, NY 11935 EC ARTICLE 430: ELECTRICAL NOTESPANEL LOAD AMPS OF LARGEST MOTOR) x (1.25) + (SUM OF THE REMAINING MOTORS) I x 1.25) + (CU-2 + CU-3 + CU-4 + CU-5)= SCHEDULE, VOLTAGE DROP x 1.25) + (11.1 + 15.1 + 11.1 + 15.1) = 87.8 AMPS CALCULATION & RISER r: PROTECT FEEDER WITH 90 AMP CIRCUIT BREAKER. RECOMMENDED MINIMUM DIAGRAM Z SIZE IS (3) #3 AWG, (1) #8 AWG GRND. SEE VOLTAGE CROP CALCULATION iHEET. seal&signature: date: 06.04.2021 scale: AS NOTED LTERNATE 1 .�tG•Qv: NlEhr drawn by: S.D. ,-EEDER IS LESS THAN MIN. SIZE, PROVIDE SEPARATE QUOTE TO INSTALL NEW (3) �� gid a �cked by: G.D. ANG, (1) # 8 AWG GRND FEEDER FROM 'HVAC-SUB' TO 'MDP' IN GARAGE. y � drawing no.: )VIDE NEW 230VOLT, 90 AMP CIRCUIT BREAKER FOR 'HVAC-SUB' FEEDER TION. E-200 . 00 `SOA 0700' _ �F�51a�Acad file no.: ©copyright studio Cicetti architect pc ELECTRICAL SPECIFICATIONS 8. PROVIDE BLANK PLATES ON ALL UNUSED OUTLET BOXES. 5. EXCEPT IN MOTOR CONTROLLERS, SWITCHES AND PANELBOARDS, ALL CABLES SHALL BEgeneral note: I. GROUNDING AND BONDING TERMINATED, SPLICED AN[? TAPPED WITH COLOR-KEYED, CIRCUMFERENTIAL COMPRESSION all drawings, specifications, plans, ideas, arrangements, and designs represented or referred to are the property of and owned A. GENERAL 9. WHEREVER EXTENSIONS OF WIRES OR CABLES ARE SHOWN ON THE DRAWINGS, CHECK AND CONNECTORS AS MANUFACTURED BY THE THOMAS & BETTS CO., SERIES 54000 OR AS 1. CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PROVIDE AN by studio Cicetti architect pc, whether the project for which they VERIFY WIRE AND CABLE SIZES AND CAPACITIES. SECURE ARCHITECT'S ACCEPTANCE OF THIS ACCEPTABLE. USE MANUFACTURER'S RECOMMENDED TOOLING TO APPLY. LUGS SHALL BE THE INDEPENDENT RETURN PATH TO GROUND ELECTRODE. are prepared is executed or not. they are created, evolved, 1. PERFORM ALL WORK IN ACCORDANCE WITH THE LOCAL LATEST ELECTRICAL CODE, O.S.H.A., DATA BEFORE NEW CABLES ARE ORDERED OR INSTALLATION STARTED. TWO HOLE TYPE. INSULATE ALL SPLICES AND TAPS WITH HEAT SHRINKABLE INSULATION developed, and PERTINENT NEPA CODES, AND THE RULES AND REGULATIONS OF ALL LOCAL, STATE, AND p produced solely for use on and in connection with RAYCHEM OR THOMAS & BETTS OR AS ACCEPTABLE. this project and none of the above may be disclosed or given to FEDERAL AUTHORITIES HAVING JURISDICTION. PROVIDE OWNER WITH ALL REQUIRED CERTIFICATES 2. USE EXOTHERMIC WELDING PROCESS FOR INACCESSIBLE CONNECTIONS. 10. ALL EXISTING PANELS AFFECTED SHALL HAVE THEIR DIRECTORIES CORRECTED FOR NEW or used by any person, firm, or corporation for any use or OF INSPECTION. WORK, AND EXISTING REMAINING CIRCUITS VERIFIED 6. WHERE CABLES PASS THROUGH FIRE RATED, FIRE RESISTANT AND OR FIRE STOPPED FLOORS 3. EXTEND THEpurpose whatsoever, except upon the written permission and SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK IN THE SCOPE OF direction of studio Cicetti architect pc. AND WALLS USE CABLE SLEEVES THAT PREVENT THE SPREAD OF FIRE OR PRODUCTS OF THIS ALTERATION. GROUND SERVICE TO WATER MAIN USING TWO CLAMPS, ONE ON EACH SIDE 2. THE CONTRACTOR SHALL FILE AN APPLICATION FOR WORK WITH THE LOCAL BUILDING C. SERVICE " COMBUSTION. SLEEVES SHALL BE NELSON ELECTRIC MULTI-CABLE TRANSIT" NELSON OF THE WATER DEPARTTMENT AIJD OBTAIN ELECTRICAL PERMIT. A COPY OF THE ELECTRICAL PERMIT SHALL BE COM0 METER. TIE TOGETHER WITH TWO CABLES. CLAMPS SHALL BE BURNDY TYPE POSTED AT THE JOBSITE PRIOR TO BEGINNING WORK. "FLAMESEAL" OR AS ACCEPTABLE. NVTT-W OR AS ACCEPTABLE. no. date submission 1. THE EXISTING ELECTRIC SERVICE TO PANEL 'MDP' IS ADEQUATE FOR THE LOADS SHOWN ON 3. OBTAIN SIGN--OFF FROM THE DOB UPON COMPLETION OF THE PROJECT. THESE DRAWINGS AND SHALL NOT BE MODIFIED IN ANY WAY. LOADS SHALL BE DISTRIBUTED TO F. LIGHT AND POWER MATERIALS 4. WHERE FLEXIBLE METALLIC CONDUIT IS USED, INSTALL AN INTERNAL BONDING CONDUCTOR. 1. 06.04.2021 FILING SET PANELS SHOWN IN THE SERVICE CALCULATIONS. WHERE ANISOLATED GROUND SYSTEM IS USED, RUN AN ADDITIONAL CONDUCTOR FOR THE 4. DO ALL NECESSARY CUTTING AND ROUGH PATCHING. THE FOLLOWING WORK WILL BE DONE1. FURNISH AND INSTALL ALL BOXES, FITTINGS. DEVICES. RACEWAYS, CONDUCTORS, ISOLATED GROUND. D. CONDUIT AND RACEWAYS CONNECTIONS, MOUNTING ACCESSORIES, ADAPTERS AND ALL OTHER MATERIALS, EQUIPMENT AND BY OTHERS: FINISH PAINTING AND PATCHING, MASONRY AND CONCRETE FOUNDATIONS FOR EQUIPMENT, AND FURNISHING AND SETTING OF MOTORS. LABOR NECESSARY FOR A COMPLETE ELECTRICAL INSTALLATION. 5. GROUND MOTORS BY CONNECTING A CONDUCTOR FROM A GROUNDING BUSHING IN THE 1. ALL WIRING SHALL BE RUN IN CONDUIT. CONDUIT SHALL BE MADE OF STANDARD RIGID PIPE, STARTER TO THE MOTOR FRAME. INSTALL CONDUCTOR IN THE CONDUIT WITH THE CIRCUIT 5. THESE DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS AND SHALL BE ALUMINUM WHERE PERMITTED BY CODE. WHERE ALUMINUM IS NOT PERMITTED 2. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED TO THE CONTRARY AT HEIGHTS AS CONDUCTORS AND TERMINATE IN THE MOTOR CONNECTION BOX PROVIDING THE TERMINAL IS BY CODE, USE RIGID STEEL OR IMC CONDUIT. ELECTRIC METALLIC TUBING MAY BE USED IN SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED FROM THE DRY LOCATIONS FOR BRANCH CIRCUIT WORK. TYPE AC (BX) MAY BE USED CONCEALED IN DRY NOTED. THOSE LOCATED ON INTERIOR COLUMNS SHALL BE CENTERED LATERALLY MECHANICALLY CONNECTED TO THE FRAME. ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS, HEIGHT, DOOR SWINGS, MOUNTING HEIGHTS, LOCATIONS FOR BRANCH CIRCUIT WORK WHERE PERMITTED BY CODE. ETC., REFER TO ARCHITECTURAL DRAWINGS AND DETAILS. 3. MOUNTING HEIGHT OF CONVENIENCE RECEPTACLES SHALL BE 15" A.F.F., UNLESS J. TELECOMMUNICATIONS OTHERWISE NOTED. WHERE COUNTER AREAS CONFLICT WITH RECEPTACLES, MOUNT 6. PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC., COORDINATE WORK WITH 2. PROVIDE EMPTY CONDUIT WITH DRAG WIRE FOR TELEPHONE SYSTEM. RUN 3 4" CONDUIT 1. FURNISH AND INSTALL SHIELDED CAT-5 CABLE HOME RUNS FROM EACH DATA AND „ / RECEPTACLES 6" ABOVE BACKSPLASH. OTHER TRADES. CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS FOR ONE OUTLET, 1 CONDUIT FOR TWO OUTLETS, AND 1-1/4" FOR THREE OUTLETS. TELEPHONE OUTLET TO THE TELEPHONE SYSTEM PANEL LOCATED IN THE CELLAR. INSTALLATION; AND ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT OF OTHERS, WITH THE 4. USE CAST BOXES FOR EXPOSED WORK, AND WHERE FLUSH IN FLOORS; ON EXTERIOR OF BUILDING CONSTRUCTION AND WITH ARCHITECTURAL FINISH SO THAT IT WILL HARMONIZE IN 3. MAKE FINAL CONNECTION FROM MOTOR STARTING SWITCHES TO MOTOR BY MEANS OF BUILDING EQUIP CAST BOXES WITH A NEMA 4 COVER. ALL OTHER OUTLET BOXES SHALL BE 2. FURNISH AND INSTALL CO-AXIAL CABLE HOMERUNS FROM OUTLET LOCATIONS TO CABLE TV SERVICE AND APPPEARANCE. IN THE EVENT THERE IS A CONFLICT IN COORDINATION BETWEEN CONDUCTORS IN FLEXIBLE STEEL CONDUIT. USE "SEALTITE" IN WET OR DAMP LOCATIONS ONLY. SHEET STEEL AND GALVANIZED. FLOOR BOXES SHALL BE ADJUSTABLE TYPE. SPLITTER BOX AS INDICATED ON ARCHITECT'S DRAWINGS. TRADES, THE OWNER WILL RESOLVE IT. 4. HANGARS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE ARCHITECT. 5. ALL LOCAL SWITCHES EXCEPT AS OTHERWISE INDICATED SHALL BE TOGGLE TYPE 20 AMPERE, 3. FURNISH AND INSTALL STEEL BACK BOXES AT EACH OUTLET LOCATION AND OUTLET DEVICES 7. BIDDERS, BEFORE SUBMITTING A PROPOSAL, SHALL VISIT AND EXAMINE CAREFULLY THE SUPPORT RISER CONDUIT AT EACH FLOOR, AND ALL OTHER CONDUIT ON EACH SIDE OF BENDS 120-277V CAPACITY WITH FULLY ENCLOSED COMPOSITION CASES, SHALL CONFORM TO NEMA AND COVER PLATES AS SPECIFIED BY ARCHITECT. AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH AND NOT GREATER THAN 10'-0" ON CENTERS. DO NOT SUPPORT COMMUNICATIONS, SIGNALING STANDARD WD-1 FOR HEAVY DUTY SWITCHES, AND SHALL BE BRYANT 4900 SERIES OR AS THE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. SUBMISSION OF A AND SIMILAR TYPE WIRING FROM CONDUITS. ACCEPTABLE. K. SMOKE AND CO DETECTORS PROPOSAL WILL 13E CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE; AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS 5. COORDINATE CONDUIT RUNS WITH EXISTING AND NEW WORK. 6. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, COMPOSITION BASE AND CONFORM TO 1. ALL SMOKE AND CO DETECTORS SHALL BE OF THE LINE VOLTAGE TYPE WITH BATTERY REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD NEMA STANDARD WD-1 FOR HEAVY DUTY WIRING DEVICES. PROVIDE A MATCHING CAP (PLUG) BACKUP AND INTERCONNECTED WITHIN THE RESIDENCE SO THAT ALL UNITS SOUND IN THE SUCH EXAMINATION BEEN MADE. 6. TERMINATE EACH CONDUIT WITH TWO LOCKNUTS, ONE INSIDE AND ONE OUTSIDE AND A FOR EACH RECEPTACLE SHOWN ON THE DRAWINGS TO A MAXIMUM OF 3 OF EACH TYPE. EVENT OF A SMOKE OR CARBON MONOXIDE CONDITION. BUSHING. USE ALUMINUM LOCKNUTS FOR ALUMINUM CONDUIT, AND MALLEABLE IRON OR 8. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM GALVANIZED OR CADMIUM PLATED STEEL FOR STEEL CONDUITS. BUSHINGS SHALL BE INSULATED 7. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.11, 15 AMPERE, 2 POLE, 3 THE DATE OF FINIAL ACCEPTANCE OF THE INSTALLATION, AND ANY PORTIONS OF THE WORK PLASTIC TYPE, RATED AT NOT LESS THAN 150 DEGREES C, T&B SERIES 510 OR AS WIRE, NEMA 5-15R, AH&H 5262 OR AS ACCEPTABLE, UNLESS OTHERWISE SHOWN ON THE WHICH DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED OR REPAIRED IN A MANNER ACCEPTABLE. WHERE CONDUITS LARGER THAN 1" SIZE ARE TERMINATED, LOCKNUTS SHALL BE DRAWINGS. SATISFACTORY TO THE ARCHITECT. THE BONDING TYPE T&B SERIES 106, OR AS ACCEPTABLE. IF ALUMINUM BONDING LOCKNUTS ARE NOT AVAILABLE, USE A BONDING WEDGE IN ADDITION UNDER THE INTERIOR ALUMINUM 8. ALL NEW WIRING DEVICE PLATES SHALL BE 0.040" THICK ANODIZED ALUMINUM US #28 DULL 9. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY THE OWNER. LOCKNUT. FINISHED, OR AS SPECIFIED BY THE ARCHITECT. 10. PREPARE AND FURNISH TO THE OWNER "AS-BUILT" DRAWINGS FOR ALL WORK INSTALLED. 7. WHERE CONDUITS LARGER THAN 1" SIZE TERMINATE IN ECENTRIC OR CONCENTRIC 9. USE ONLY ALUMINUM TAP SUPPORT AND PULL BOXES WITH ALUMINUM CONDUIT. ALL STEEL KNOCKOUTS AND WHERE ALL OF THE KNOCKOUT RINGS HAVE NOT BEEN REMOVED, INSULATED BOXES SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL. 11. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW COMMENTS OF PANELBOARDS, GROUNDED BUSHINGS SHALL BE USED. INSULATED GROUNDED BUSHINGS SHALL BE CAST, LIGHTING FIXTURES, ETC., BEFORE FABRICATION OF THE EQUIPMENT IS STARTED. THREADED TYPE EQUIPPED WITH A LUG FOR GROUNDING. UPPER EDGE SHALL HAVE A NYLON 10. PROVIDE ALL WIRING AND CONDUIT WORK AS INDICATED ON DRAWINGS FOR MOTOR AND CIVIL ENGINEER VINCENT GAUDIELLO, PE RING OR A BAKELITE RING WHICH IS MOLDED INTO THE BUSHING. SIZE GROUND LUG TO CONTROL WORK. FURNISH AUXILLIARY RELAYS AS REQUIRED, ITE TYPE J10 IN J20 ENCLOSURES, THE RAYNOR GROUP, P.E. & L.S. PLLC 13. ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BE TESTED AND ADJUSTED TAKE CONDUCTOR SIZED ACCORDING TO CODE WITH A MINIMUM SIZE OF NO. 12. OR AS ACCEPTABLE. 860 MONTAUK HIGHWAY TO WORK PROPERLY AND BE LEFT IN PERFECT OPERATING CONDITION; THIS SHALL INCLUDE WATER MILL, NEW YORK 11976 631-726-7600 MEGGER TESTS BETWEEN PHASES AND BETWEEN EACH PHASE AND GROUND OF ALL FEEDERS, 8. WHERE ELECTRICAL METALLIC TUBING IS INSTALLED, THE CONNECTORS AND COUPLINGS 11. COMBINATION UNFUSED SAFETY SWITCHES AND MAGNETICSTARTERS AND MISCELLANEOUS MEP ENGINEER NINOD'ANTONIO, PE SUBFEEDERS, SWITCHBOARDS, SWITCHGEAR, PANELBOARDS AND MOTOR CONTROL CENTERS. SHALL BE THE NYLON INSULATED THROAT TYPE AS MANUFACTURED BY THE THOMAS & BETTS CONTROL ITEMS WILL BE FURNISHED BY THE HVAC AND PLUMBING CONTRACTORS, AND D'ANTONIO CONSULTING ENGINEERS CORRECT DEFECTS DISCLOSED BY THESE TESTS WITHOUT ANY ADDITIONAL COST TO THE OWNER. CO., SERIES 5120 AND 4123 RESPECTIVELY, OR AS ACCEPTABLE. ON TUBING LARGER THAN 1" INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. REPEAT TESTS ON REPAIRED OR REPLACED WORK. USE BONDING LOCKNUTS AS DESCRIBED ABOVE FOR RIGID CONDUIT. 30 W. WAUKENA AVENUEOCEANSIDE, NY 11572 516.594.4284 12. FURNISH AND INSTALL UNFUSED, HEAVY DUTY HORSEPOWER RATED DISCONNECT SWITCHES DCE JOB #2121 B. ALTERATION 9. WHERE FLEXIBLE TYPE CONDUIT OR TYPE AC CABLE IS INSTALLED, CONNECTORS SHALL BE FOR MOTORS WHERE REQUIRED, G.E., ITE OR AS ACCEPTABLE. THE ITE BITE" TYPE WITH NYLON INSULATED THROATS AS MANUFACTURED BY THE THOMAS & STRUCTURAL ENGINEER PE , 1. PERFORM ALL 'NORK WHEN AND AS DIRECTED. SUBMIT SCHEDULE FOR ACCEPTANCE. BETTS CO., SERIES 3110 OR AS ACCEPTABLE. G. PANELBOARDS EVAN AKSELRAD 16 JAY STREET D, 2. REMOVE ALL EQUIPMENT SHOWN TO BE REMOVED; HOWEVER, ALL CHANGES CANNOT BE 10. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL CONDUIT (SEALTITE), FITTING ASSEMBLY 1• CONSTRUCT PANELBOARDS IN ACCORDANCE WITH U.L. #50 AND #67. INSTALL TRIMS PRIOR NEW YORK, NY 10013 917-689-0301 DETAILED COMPLETELY ON THE DRAWINGS, SOME REMOVALS AND RELOCATIONS OF EXISTING FILING CONSULTANT TO FINISH PAINTING. STEEL BOXES SHALL BE GALVANIZED OR PRIMED; TRIMS SHALL BE PRIMED SHALL BE SEALING TYPE CONSISTING OF STEEL GLAND, NYLON RING AND GROUND CONE ON AEN CONSULTANTS 1 ELECTRIC WORK WILL BE NECESSARY FOR SATISFACTORY PERFORMANCE OF THIS AND OTHER THE OUTSIDE AND A NYLON INSULATED THROAT FITTING ON THE INSIDE. FITTINGS SHALL BE AND FINISHED IN GRAY ENAMEL. KEY ALL PANELBOARDS ALIKE, FURNISH 2 KEYS WITH EACH TRADES. TAKE INTO CONSIDERATION IN PROPOSAL ALL REQUIRED CHANGES. 319 NORTH SEA ROAD THOMAS & BETTS CO., SERIES 5331 OR AS ACCEPTABLE. PANEL TO A MAXIMUM OF 25. BUS SHALL BE COPPER. PROVIDE BUS WORK, DEVICE STRAPS 3. MAINTAIN CONTINUOUS SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, AND OUTLETS SOUTHAMPTON, NY 11968 631-283-6360 AND BLANK PLATES FOR "SPACES". ALL PROTECTIVE DEVICES SHALL BE BOLT ON TYPE. AFFECTED BY THIS WORK, EXCEPT WHERE ARCHITECT GIVES WRITTEN PERMISSION FOR OUTAGE 11. WHERE PASSING THROUGH FIRE RATED FLOORS OR WALLS USE U.L. LISTED FIRE RATED studio Cicetti architect pc FITTINGS WHICHWILL PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION, NELSON 2. FURNISH FUSED SWITCHES AND AFCI CIRCUIT BREAKERS AS PER NEC 210.12. 172 beard street, Brooklyn, ny 11231 718.875.1460 FOR SPECIFIED TIME. ALL WORK REQUIRING SHUT DOWN OF EXISTING SYSTEMS SHALL BE "FLAMESEAL" OR AS ACCEPTABLE. PERFORMED ON OVERTIME AT HOURS AS APPROVED BY THE ARCHITECT AND AT NO ADDITIONAL 3. WHERE FUSED SWITCHES ARE SHOWN, SWITCHES SHALL BE G.E. TYPE QMR OR AS COST TO THE OWNER. SUBMIT SCHEDULE OF REQUIRED OUTAGES TO THE ARCHITECT FOR APPROVAL. PERFORM WORK IN A MANNER TO MINIMIZE SHUTDOWN TIME. E. CONDUCTORS ACCEPTABLE. ALL FUSES SHALL BE BUSSMAN "LIMITRON" (CLASS RK-1), "LOW-PEAK" (CLASS project: RK-1), OR "HI-CAP" (CLASS L) AS REQUIRED OR THE EQUIVALENT AS MADE BY AKSELRAD RESIDENCE 4. PROVIDE RECONNECTIONS AND TEMPORARY INSTALLATIONS AS REQUIRED; REMOVE AT JOB 1. ALL WIRE AND CABLE SHALL BE COPPER TYPE THHN-THWN FOR FEEDERS. GOULD-SHAWMUT OR CEFCO. FURNISH A COMPLETE SET OF FUSES IN PANELBOARDS, AND A COMPLETION. SET OF SPARE FUSES. 2. ALL CONDUCTORS SHALL BE REGISTERED FOR NEW YORK STATE TOXICITY REQUIREMENTS; 5. TAKE POSSESSION AND REMOVE FROM THE PREMISES ALL ABANDONED MATERIALS AND SUBMIT DATA INDICATING REGISTRATION. 4. PANELBOARDS SHALL BE SQUARE 'D' OR AS ACCEPTABLE. 4125 Nassau Point Rd., Cutchogue, NY 11935 EQUIPMENT UNLESS SPECIFIED AS RETURNABLE TO THE OWNER; IN WHICH CASE, REMOVE 3. ALL WIRES AND CABLES IN PULL, SPLICE AND CABLE SUPPORT BOXES, IN PANELS AND 5. ALL ARC FAULT AND OVER CURRENT DEVICES ARE TO BE INSTALLED PER TH WITHOUT DAMAGE ALL SUCH EQUIPMENT AND TURN OVER AND DELIVER TO OWNER AT LOCATION E LATEST ELECTRICAL DESIGNATED BY THE OWNER. FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED POINTS OF TERMINATION SHALL BE BUNDLED AND LACED BY CIRCUITS AND TAGGED USING ELECTRICAL CODE. NYLON TIEWRAP MATERIAL AND USING FLAME RESISTING TAGS OF ADHESIVE MATERIAL. TAGS SPECIFICATIONS 6. CUT BACK TO CONDUITS MADE OBSOLETE BY ALTERATIONS TO PERMIT REFINISHING SHALL IDENTIFY CABLES AND PIECES OF EQUIPMENT SERVED. TAGS SHALL BE T&B "TY-RAP H. LIGHTING FIXTURES SURFACES. REMOVE EXPOSED CONDUITS, WIREWAYS, OUTLET BOXES, HANGERS AND DEVICES OR "E-Z-CODE OR AS ACCEPTABLE. MADE OBSOLETE BY THIS WORK UNLESS DESIGNATED SPECIFICALLY TO 1. FURNISH AND INSTALL A LIGHTING FIXTURE WITH LAMPS OF THE TYPE INDICATED AT EACH REMAIN. 4. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLLOWS: LOCATION SHOWN. FOR EXACT LOCATION, REFER TO REFLECTED CEILING PLANS. PHASE COLOR 110/220V 120/208V 277/480V 7. EXISTING CONCEALED CONDUITS NOT INTERFERING WITH THE WORK OF THIS OR ANY OTHER A OR 1 BLACK BLACK BROWN 2. FIXTURE MOUNTING ARRANGEMENTS SHALL CONFORM TO ALL APPLICABLE CODES, AND SHALL seal&signature: date: 06.04.2021 TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED FROM PANELBOARDS OR SOURCE B OR 2 RED RED ORANGE BE AS ACCEPTABLE TO THE ARCHITECT. scale: AS NOTED OF POWER AND ENDS TAPED. NO UNUSED LIVE WIRING SHALL BE LEFT IN PLACE. C OR 3 N/A BLUE YELLOW � QV N 11^� draS.D. Gj NEUTRAL WHITE OR GRAY WHITE OR GRAY WHITE OR GRAY 3. LIGHTING FIXTURES AND LAMPHOLDERS SHALL BEAR U.L. LABEL; INCANDESCENT ' I C S drawn wn bby: G.D. EQUIP.GND. GREEN GREEN GREEN LAMPHOLDERS SHALL ALSO BE CSA LISTED. - Pi drawing no.: 07 E-300 . 00 4Tao2� �,°�" 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 USE EXISTING CIRCUIT IN OUTDOOR direction of studio Cicetti architect pc. KITCHEN 016 TO POWER NEW LIGHTING CIRCUIT IN PORCH 016 (TYP). USE MIN (3)#12 AWG no. date submission F- o - - - - - - - - - - - - 7 1. 06.04.2021 FILING SET I IXc ❑ I I I UP.4, / IXG. YEXG. — 0 D I I I - IXG IX�/ 016 PORCH i P / 015 ORCH �� \ IXG 10161OUTDOOR KITCHEN / _ _ DI LOCATION WITH ARCHITECT CONFIRM PORCH 016 ITCH I 012 EXERCISE ROOM IXG' IXG' \ IXG• p D I I I I I I I I I ol IXG. Air '17' 3 - � I I 0 10 � I I � 003 IBEDROOM D 013 BATHROOMc• I/ 017 PORCH BASEMENT LIGHTING NOTE: 014 CLOSET / / I 1. PROVIDE POWER TO NEW LIGHTING / / CIRCUITS FROM EXISTING LIGHTING I 1 I IXG I IXG \ // CIRCUITS. � DN. 2. CONFIRM ALL EXISTING LIGHTING - EXG. CIRCUITS TO BE USED FOR POWER IN \ / FIELD. IXG. /1> +IXG. /j ' +IXG. 3. ELECTRICIAN MAY USE ALTERNATE 002 ROOM �� EXISTING LIGHTING CIRCUITS TO POWER FAMILY NEW LIGHTING CIRCUITS. L I 008 IMECHANICA7L — -J EXG. — — — — — — — — — — 7 1 4. POWER CONSUMPTION ON ANY USE EXISTING CIRCUIT IN I I LIGHTING CIRCUIT NOT TO EXCEED BEDROOM 003 TO POWER 1 1 1,600 WATTS. CIVIL ENGINEER VINCENT GAUDIELLO, PE 001 HALLWAY NEW LIGHTING CIRCUIT IN I I THE RAYNOR GROUP, P.E. & L.S. PLLC L 005 CLOSET IXUK HIGHWAY PORCH 017. I 5. CONFIRM LOCATION OF ALL NEW 860 WATER MILL,USE MIN (3)#12 AWG I I I LIGHTING CIRCUITS WITH ARCHITECT'S L, NEW YORK 11976 631-726-7600 4 BATHROOM 1 I FINAL CONSTRUCTION SET DOCUMENTS. MEP ENGINEER NINO D'ANTONIO, PE 007 LIBRARY \ \ I I D'ANTONIO CONSULTING ENGINEERS \+IXG. ' 6. ALL NEW LIGHT FIXTURES AS PER 30 W. WAUKENA AVENUE I IOCEANSIDE, NY 11572 516.594.4284 — — ARCHITECT'S LIGHT FIXTURE SCHEDULE DICE JOB #2121 \ I ON FINAL CONSTRUCTION SET 120 STAIR r — — -I I u I DOCUMENTS. STRUCTURAL ENGINEER I 1 I� - - -II I I I EVAN AKSELRAD, PE EX. AHU-3 I I 11 16 JAY STREET FL3 1 I I 11006 CLOSET O +G. TO REMAIN NEW YORK, NY 10013 917-689-0301 LEGEND I NEW SWITCHING CIRCUIT FILING CONSULTANT AEN CONSULTANTS I 1 I WITH POWER FEED TO 1319 NORTH SEA ROAD NEW LIGHT FIXTURE SOUTHAMPTON, NY 11968 631-283-6360 1 I I I NEW LIGHT FIXTURE studio cICe$$1architect I 1 1 i I I I I I 172 beard street, Brooklyn, ny 11231 718.875.1460 I 1 I EXG xc. I I I I I I I 1 I I project: I I I EXISTING LIGHT 1 I I FIXTURE TO REMAIN AKSELRAD RESIDENCE 1 I 1 I I EXISTING SWITCHING I CIRCUIT 1 BASEMENT LIGHTING PLAN I I I I 1 EXISTING SWITCH I 1 EL100 SCALE: 1/4" = 1'-0" I I 4125 Nassau Point Rd., Cutchogue, NY 11935 1 1 1 I I I I 1 BASEMENT I I 1 L - - - - - - - - - - -11 ; LIGHTING PLAN I I 1 I I - - - - - - - - - - - - - -� jseal&signature: date: 06.04.2021 L - - - - - - - - - - - - - - - - - - - - - - - - -� scale: 1/4I[=1'-0" drawn by: S.D. w10 D" C1� L;I cked by: G.D. r "} drawing no.: tu EL- 1 00 . 00 070`�2� %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. no. date submission 1. 06.04.2021 FILING SET PROVIDE POWER FROM EXISTING LIGHT FIXTURE CIRCUIT BEING REMOVED AS SHOWN (TYP). USE MIN (3)#12 AWG 122 TERRAC EXTEND EXTERIOR DN _ ZEXG. SWITCHING CIRCUIT TO 112 DINING ROOM �� _ — — NEW EXTERIOR LIGHT AS ExGL� SHOWN IXG. S1 -- FN 3 M LIGHT FIXTURES AND 123 ISTAIR CONNECT NEW DETECTOR TO D1' \\ \��DM. //'D1 I SWITCHES TO BE REMOVED EXISTING DETECTOR CIRCUIT —— / (TYP) ONLY. ADM. / 111 ILIVING ROOM ( / Cn Li EXG. °M FIRST FLOOR LIGHTING NOTE: E�4 USE EXISTING CIRCUIT IN---N �' � �` ` DN HALLWAY 103 TO POWER D1 \ ADM. L 1. PROVIDE POWER TO NEW LIGHTING NEW LIGHTING CIRCUITS AS CIRCUITS FROM EXISTING LIGHTING 113 KITCHEN D1 SHOWN (TYP) (3)#12 AWG j o I CIRCUITS. O IXG 2. CONFIRM ALL EXISTING LIGHTING CIRCUITS TO BE USED FOR POWER IN o u ( ►� ® ® � CONFIRM FAN SWITCH FIELD. \ EXGD1 SC �� LOCATION WITH ARCHITECT 3. \ ` EXISTING ELECTRICIAN AALTERNATE LIGHTING CIRCUITS TO POWER CIVIL ENGINEER VINCENT GAUDIELLO, PE ,,,�� NEW LIGHTING CIRCUITS. THE RAYNOR GROUP, P.E. & L.S. PLLC D1 *D 1860 0 MONTAUK HIGHWAY 1 \ WATER MILL, NEW YORK 11976 631-726-7600 101 ENTRY — Exc. 11 CLOS 106 BEDROOM / 4. POWER CONSUMPTION ON ANY 102 HALLWAY � � T � LIGHTING CIRCUIT NOT TO EXCEED MEP ENGINEER NINO D'ANTONIO, PE °O o 0 +-�� 103 POWDER RM. v D1 1,600 WATTS. D'ANTONIO CONSULTING ENGINEERS 30 W. WAUKENA AVENUE 114 IPANTRY -up I109 CLOSET ; 5. CONFIRM LOCATION OF ALL NEW OCEANSIDE,OB N 11572 516.594.4284 ROOM 116 LAUNDRY uP F12-OTS—TA I-R a 1 FINAL LIGHTI CONSNG TRUCTIONCUITS SET SET DOCUMENTS. STRUCTURAL ENGINEER �'Dt SC D1 ��.�' ��,-- EVAN AKSELRAD, PE � EXG. LD1 'D1 6. ALL NEW LIGHT FIXTURES AS PER 16 JAY STREET FI-3 T;i- � ARCHITECT'S LIGHT FIXTURE SCHEDULE NEW YORK, NY 10013 917-689-0301 P — �' ` ON FINAL DOCUMENTS.ONSTRUCTION SET FILING CONSULTANT / AEN CONSULTANTS 1319 NORTH SEA ROAD 117 1 MUD ROOM L i' � I SOUTHAMPTON, NY 11968 631-283-6360 EXTEND SWITCHING CIRCUIT TO j M7D LEGEND NEW LIGHT FIXTURE AND SWITCH T D1 D1 - AS SHOWN DM., I studio cicettl architect pc 121 ENTRY PATIO / D1 w NEW SWITCHING CIRCUIT 172 beard street, brooklyn, ny 11231 718.875.1460 NEW LIGHT POWERWITH FIXTURFEED E NEW LIGHT project: \_ FIXTURE AKSELRAD RESIDENCE T,PA� _ C � _tDl -kl-- EXG. 1 4,4 119 GARAGE � SSC `J.�. °4 EXG. LD1 EXISTING LIGHT 4125 Nassau Point Rd., Cutchogue, NY 11935 PROVIDE POWER FROM / _ �� FIXTURE TO REMAIN EXISTING LIGHT FIXTURE 1 / i ` CIRCUIT BEING REMOVED �\ �,�- IoM D1 D1 EXISTING SWITCHING FIRST FLOOR / [105 BATHROOM CIRCUIT AS SHOWN (TYP). � EXISTING SWITCH USE MIN (3)#12 AWG 104 BEDROOM — EX LIGHTING PLAN b ADM. EN <�� < D1 �D".^. D1 } seal&signature: date: 06.04.2021 USE EXISTING CIRCUIT IN100. scale: 1/4"=1'-0" BEDROOM 104 TO POWER �S,'�i'.� NE drawn by: S.D. NEW LIGHTING CIRCUITS AS g �C� " ,,, cked by: G.D. 1 FIRST FLOOR LIGHTING PLAN SHOWN. " USE MIN. (3)#12 AWG drawing no.: 101 SCALE: 1/4" = 1'-0" LIGHT FIXTURES AND i SWITCHES TO BE REMOVED ;:' „ w (nP) - u EL- 1 01 . 0 0 fi4p 0709' �� tO�pV 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. no. date submission 1 . 06.04.2021 FILING SET 219 ERRACE LIGHT FIXTURES AND SWITCHES TO BE REMOVED - - - - - - -A- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - -, (TYP) I � I EXG. \ / � I I ° EXG. F20-6TBEDRbQM1 I 09 IMASTER BEDROOM D3' DM I � � Exc. i I IPROVIDE POWER FROM I b 211 MASTER BATHROOM 207 FFICE // Ft � D1 I � ' EDROOM 206 TO ERIOR NEW LIGHTING XT U D3 \ / -ITo I/� (TYP). USE MIN (3)#12 AWG / EXG. / L _ ED ©E oG BJP SECOND FLOOR LIGHTING NOTE: O1. / PROVIDE POWER TO NEW LIGHTING CIRCUITS FROM EXISTING LIGHTING CIRCUITS. E 2. CONFIRM ALL EXISTING LIGHTING CIVIL ENGINEER VINCENT GAUDIELLO, PE THE RAYNOR GROUP, P.E. & L.S. PLLC I � I 201 1HALLWAY I CIRCUITS TO BE USED FOR POWER IN 860 MONTAUK HIGHWAY 212 1HlS--W—.1.C-.1 208 ESTIBULE FIELD. WATER MILL, NEW YORK 11976 631-726-7600 ID 202 LAUNDRY ROOM MEP ENGINEER NINO D'ANTONIO, PE _ EXG 206 BEDROOM 3. ELECTRICIAN MAY USE ALTERNATE D'ANTONIO CONSULTING ENGINEERS / a I EXISTING LIGHTING CIRCUITS TO POWER 30 W. WAUKENA AVENUE DN NEW LIGHTING CIRCUITS. OCEANSIDE, NY 11572 516.594.4284 �Wp DCE JOB #2121 EXG. SCI 11 4. POWER CONSUMPTION ON ANY STRUCTURAL ENGINEER �I b i �� LIGHTING CIRCUIT NOT TO EXCEED EVAN AKSELRAD, PE OPEN TO BELOW EXG 1,600 WATTS. 16 JAY STREET FL3 NEW YORK, NY 10013 917-689-0301 204 BATHR 0 i I 5. CONFIRM LOCATION OF ALL NEW LIGHTING CIRCUITS WITH ARCHITECT'S FILING CONSULTANT � I I I FINAL CONSTRUCTION SET DOCUMENTS. AEN CONSULTANTS1319 NORTH SEA ROAD SOUTHAMPTON, NY 11968 631-283-6360 �I- - - - - - - - - - - - - — — — — — — — — — — — — — —1 EX 6. ALL NEW LIGHT FIXTURES AS PER — —I / ARCHITECT'S LIGHT FIXTURE SCHEDULE studio cicettl architect pc ON FINAL CONSTRUCTION SET 172 beard street, Brooklyn, ny 11231 718.875.1460 Sc I EXG. DOCUMENTS. W j l project: 13 1HER W.LC. I L LEGEND AKSELRAD RESIDENCE 1 SECOND FLOOR LIGHTING PLAN j NEW SWITCHING CIRCUIT WITH POWER FEED TO I I EL102 SCALE: t/4" = 1'-0° � NEW LIGHT FIXTURE 4125 Nassau Point Rd., Cutchogue, NY 11935 I NEW LIGHT I 203 BEDROOM _ FIXTURE SECOND FLOOR EXG. � � � I LIGHTING PLAN EXISTING LIGHT 214 HIS BATHROOMMEJU FIXTURE TO REMAIN EXISTING SWITCHING -i CIRCUIT I — EXISTING SWITCH seal&signature: date: 06.04.2021 scale: 11/4"=V-011 ov: N� Q� drawn by: S.D. L- - - - - - - - — - -I- - — — — — — — — — � ��ckedby: G.D. drawing no.: EL EL- 1 02 . 00 0709 � cad file no.: N 0' 1 5' 10' ©copyright studio Cicetti architect pc CONSTRUCTION NOTES: 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 O NEW CONCRETE FOOTING AND FOUNDATION which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in O2 NEW CONCRETE SLAB ON GRADE connection with this project and none of the above may be disclosed or given to or used by any person, firm, or 3O WOOD SLAT SCREEN W/ ACCESS DOOR FOR corporation for any use or purpose whatsoever, except upon — — OUTDOOR STORAGE the written permission and direction of studio Cicetti architect 1 NOT IN CONTRACT general note: EXISTING TO REMAIN 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 1 O NEW CONCRETE FOOTING AND FOUNDATION which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in 12 -0 O2 NEW CONCRETE SLAB ON GRADE connection with this project and none of the above may be disclosed or given to or used by any person, firm, or WOOD SLAT SCREEN W/ ACCESS DOOR FOR corporation for any use or purpose whatsoever, except upon OUTDOOR STORAGE the written permission and direction of studio Cicetti architect NEW WOOD STEPS pc' EXTENDED SLAB ON GRADE PATIO BELOW no. date submission FIRST FLOOR EXTENSION I © NEW STEEL POSTS WITH FOOTINGS FOR FIRST FLOOR TERRACE EXTENSION 11 .02.2020 ISSUED TO ZBA O NEW OPENING IN EXISTING WALL. CASING TO 0 08.12.2022 RE-ISSUED TO ZBA MATCH EX'G OPENINGS. — � 122 TERRAC ® EXTENDED PORTION OF FIRST FLOOR DECK. FINISHES AND DETAILS TO MATCH ORIGINAL DN 112 DINING ROOM DECK Og NEW ROOF DECK ABOVE EXTENSION. FINISHES AND RAILING TO MATCH EX'G I — — — SECOND FLOOR DECK N 10 NEW WOOD WALKWAY I 110 ISITTING RM. \ 123 ISTAIR > 111 ILIVING ROOM I I / CD i I 6 4'40" Ei4 DN I \ 113 KITCHEN I o 0 4 0 " FT I i, \ Iv- r 09 CLOSET i 101 ENTRY I — LEGEND: 000 102 HALLWAY _N 103 POWDER RM. e.o I DPI DN 0 EXISTING WALLS 114 PANTRY C� 120 STAIR NEW WALLS 116 ILAUNDRY R OM / 108 CLOSET I..�) LINE DELINEATING EXTENT II OF SCOPE \ u u I �_ _ PROPOSED OUTDOOR STORAGE `/ \ 107 BATHROOM 123 WALKWAY 12' X 15' 117 MUD ROOM ` / /\ � P�OX031D BEDROOM ADDITION \ / / / \\ PROPOSED DECK 4 A \\ 12' X 27'-4" 121 ENTRY PATIO I I / r , A • \> PROPOSED ROOF DECK/ KXN 12' X 46'-1 1/2" LLU L L ---- studio cecetti architect pc Q' 172 beard street, brooklyn, ny 11231 718.875.1460 119 GARAGE </ I project: I T AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 ' 104 IBEDROOMI • it12'_67 4'-9" FIRST FLOOR PLAN PROPOSED � 1 NOT IN CONTRACT 1 EXISTING TO REMAIN � \ / \�� •`. ,' .. : . ..,• �. `• :�j ,� �, w ' seal&signature: JULY 14, 2020 ` `.. `r ,:W,•r : project no.: 07-2015 • . •' •<<c.R�D '4RC',�, drawn by: AE �,. ...,': .. . .. . ..... t'... . :'` '. ;.: FIRST FLOOR PLAN - PROPOSED `� A �F checked by: MC 1 SCALE: d i no.: r y• 101 . 01 N 0 RTH r yo c�OF NES cad file no.: ©copyright studio Cicetti architect pc L� I 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 O NEW CONCRETE FOOTING AND FOUNDATION which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in 0 NEW CONCRETE SLAB ON GRADE connection with this project and none of the above may be disclosed or given to or used by any person, firm, or 3 WOOD SLAT SCREEN W ACCESS DOOR FOR / corporation for any use or purpose whatsoever, except upon OUTDOOR STORAGE the written permission and direction of studio Cicetti architect ® NEW WOOD STEPS pc' �5 EXTENDED SLAB ON GRADE PATIO BELOW no. date submission FIRST FLOOR EXTENSION © NEW STEEL POSTS WITH FOOTINGS FOR 19 ERRACE I FIRST FLOOR TERRACE EXTENSION 11.02.2020 ISSUED TO ZBA O NEW OPENING IN EXISTING WALL. CASING TO 0 08.12.2022 RE-ISSUED TO ZBA NOT IN CONTRACT I MATCH EX'G OPENINGS. EXISTING TO REMAIN ® EXTENDED PORTION OF FIRST FLOOR DECK. FINISHES AND DETAILS TO MATCH ORIGINAL DECK �Z_ NEW ROOF DECK ABOVE EXTENSION. FINISHES AND RAILING TO MATCH EX'G / SECOND FLOOR DECK I I \ /\ �� I `�, ", , /i >' ,\I � \,y` �0 NEW WOOD WALKWAY ' x < DECORATIVE FOR DETAILS, x/ \, \, \ CLASS PANEL SEE A-621. / 1` ` \ I BENCH I 09 IMASTER BEDROOM I </ 4 /\� 4'-0" VIF 06 IBEDROOM 11 IMASTER BATHROOM \ \ SI } \< X \ I / �\ I 01 IHALLWAY 12 HIS W.I.C. 08 ESTIBULE I I / '� % / \ �, I 02 UNDRY ROOM ,�' LEGEND: \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /2/ i<, 7'" DN �TEXISTING WALLS NEW WALLS ' OPEN TO BELOW / I �_, \/'\/\ 9 \%�.•�/ yf � � — � LINE DELINEATING EXTENT �' \ OF SCOPE / I 204 IBATP-R—C OM \, \ \ PROPOSED OUTDOOR STORAGE ' ;� PROPOSED BEDROOM ADDITION II II 12' X 31'-1 1/2" � / \ DECK I T1 �— \/ /'\ �\ PROPOSED /"j '<,\> 12' X 27'-4" iX i %`\, PROPOSED ROOF DECK ip I I r — 12' X 46'-1 1/2" 13 HER W.IIC, —I = J , %;x `�/%' studio ciceti rcl'titect c ' P ,/ �'';xix` \\�'\ \� '� 172 beard street, brooklyn, ny 11231 718.875.1460 ED / i /\X /\ project: AKSELRAD RESIDENCE 03 OEDROOM I rI 4125 Nassau Point Rd., Cutchogue, NY 11935 14 IS BATHROOM - - - - 12'-0" SECOND FLOOR PLAN PROPOSED seal&signature: date; JULY 14, 2020 NOT IN CONTRACT I project no.: 07-2015 EXISTING TO REMAIN y.�E°A� drawn by: AE checked by: MC SEC�ON�Do FLOOR PLAN - PROPOSED I r dr it no.: A' 102 . 01 N 0 RTH �Q2 7.% o� F N£ cad file no.: ©copyright studio Cicetti architect pc 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 I O NEW CONCRETE FOOTING AND FOUNDATION which they are prepared is executed or not. they are created, evolved, developed, and produced solely for use on and in O2 NEW CONCRETE SLAB ON GRADE connection with this project and none of the above may be disclosed or given to or used by any person, firm, or 3 WOOD SLAT SCREEN W ACCESS DOOR FOR / corporation for any use or purpose whatsoever, except upon OUTDOOR STORAGE the written permission and direction of studio Cicetti architect ® NEW WOOD STEPS pc' I O5 EXTENDED SLAB ON GRADE PATIO BELOW no. date submission FIRST FLOOR EXTENSION © NEW STEEL POSTS WITH FOOTINGS FOR FIRST FLOOR TERRACE EXTENSION 11 .02.2020 ISSUED TO ZBA O7 NEW OPENING IN EXISTING WALL. CASING TO A 08.12.2022 RE-ISSUED TO ZBA MATCH EX'G OPENINGS. NOT IN CONTRACT EXISTING TO REMAIN ® EXTENDED PORTION OF FIRST FLOOR DECK. FINISHES AND DETAILS TO MATCH ORIGINAL DECK Og NEW ROOF DECK ABOVE EXTENSION. FINISHES AND RAILING TO MATCH EX'G SECOND FLOOR DECK NEW WOOD WALKWAY \ I EIM J EV O 0000 ! 1 0 \\ ; LEGEND: EXISTING WALLS NEW WALLS LINE DELINEATING EXTENT OF SCOPE PROPOSED OUTDOOR STORAGE 12' X 15' / -~---- -- ---- - - --- -- ---- - -- --i ' f ! PROPOSED BEDROOM ADDITION -- -- --- i ; 12' X 31'-1 1/2" j PROPOSED DECK j -- ----- 12' X 27'-4„ PROPOSED ROOF DECK 12' X 46'-1 1/2" ! I studio Cicetti arCh®teCt PC 172 beard street, Brooklyn, ny 11231 718.875.1460 ! I I i I j i i ! project: I AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 ROOF PLAN PROPOSED Iseal&signature: date: JULY 14, 2020 ROOF PLAN - PROPOSED - NOT IN CONTRACT ,��, C drawnprojectby: . 07-20AE 15 1 scaF: ,�a' EXISTING TO REMAIN checked by: MC ' dr it no.: Al 03 . 01 NORTH oF �� N 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 11.02.2020 ISSUED TO ZBA 10 08.12,2022 RE-ISSUED TO ZBA + 99' - 4" A.S.L. OIL TOP OF ROOF J-''- 'L I I � ' ',I- I I j I I ( l i , 'u (1 � (it i I �.. -- - J'-_ _ L - I - _ I - �- I ( -i ! L' - l• I- } - II I I i i 1 I i II ! I _ ' I i - I I I , -! I l- 11. I I -I' I I '' , 1 1 ; i I ' , I li l i I I I I i I I I I ' i i i I •I I I I I I � ' , I I1 .-I. I' I I I� : --1' .I I, I I I l I . I _ ! _ � I •_ I t A_i1.I 1I- -�• I I .!-.:'. 'I II_ I- 11 1 .�( I Y ' !, I• i - L1 + 91 - 10 A.S.L. L. 11 i I l i l i' I I I I I I 1 I MID-POINT OF ROOF I - --' ( --- -�-I 1 -- I !! ' ! I � i I•i ( i , 1 I� I 7- i I I I I i I I I i I� i •I� --II , . --,- - -I i '� i � -I- - i- .I- i - - —'I , - ,- I - -i -IL • I : I _ il� L� ".I" ,• -�, i -1 •! 1 _i I 1L I-� � -- , I I If i It i I I I 1 '!_ 1 ! '__'� ._ --_ I �I _i. _ a I :-- rt _ i' I' 11_ 1l—_� �I--ii,.- 1 J �_, __> i. I i I� 1 � -� I + 84' - 4" A.S.L. l I ( L - !' II i ! .� !—!i �L_.I_�' �.I III it \ ' I I 1. y-� { BOTTOM OF ROOFJI II \ - I i"v��n', i _r' 1 ! I i i UJ + 78 - 7 A.S.L. EX'G FIN' FLR. LD + 78 3 A.S.L. -- --------__- I I : I I_JJ , I z T.O. TERRACE DECK � I L ' I� � 1 it II � It I CD III 1-06 1-05 1-04 1-03 1-01 \ / \ LLIN JSCREESCREEN SCREEN SCREEN ! + 67' - 0" A.S.L. EXISTING FIN. FLR. I I : + 65' - 2" A.S.L. i ' GRADE AT WALKWAY WEST studio cocetti architect pc z - - - 172 beard street, brooklyn, ny 11231 718.875.1460 I i N - project: + 59' - 11 1/2" A.S.L. OL EXISTING AVERAGE GRADE - - ------. AKSELRAD RESIDENCE 'F• = + 56' - 3" A.S.L. gL EXISTING FIN.FLR. 4125 Nassau Point Rd., Cutchogue, NY 11935 + 54' - 9 1/2" A.S.L. OIL GRADE AT B.O. STAIR ELEVATIONS SOUTH ELEVATION SOUTH 1 SCALE: 1/4"=1'-0" seal&signature: date: JULY 14, 2020 project no.: 07-2015 © AR�y drawn by: AE 5sa4 {t� checked by: MC d it no.: A' 200 . 01 y� t�,2En7:s1 p� SOF IN cad file no.: ©copyright studio Cicetti architect pc L_ F_ 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 .02.2020 ISSUED TO ZBA S 08.12.2022 RE-ISSUED TO ZBA + 99' - 4" A.S.L. + 99' - 4" A.S.L. O 1 TOP OF ROOF TOP OF ROOF / -i - + 91' - 10" A.S.L. _ + 91' - 10" A.S.L. MID-POINT OF ROOF MID-POINT OF ROOF VlJJ' r- I ' n ' n I I - - - + 84 - 4 A.S.L. �' C ! + 84 4 A.S.L. I; BOTTOM OF ROOF BOTTOM OF ROOF FT0" III i II t L J 1 1 ✓ --' - t C� r6, + 78' - 7" A.S.L. w w ol j j I I I + 7 8' - 7" A.S.L. 09L = - EX'G FIN. FLR. �, EX'G FIN. FLR. _r.' 1_! ._:1 : -1, I � Of T.O. TERRACE DECK CD z o z T.O. TERRACE DECK + 78 3' A.S.L. + 78' - 3 A.S.L. -- I • �h!, r� 'h 1i 4 ` i ! I i �� C> O _ II II.-- �'---'I- I C' C.D / \ , SCREEN SCREEN I, w � I ' J- R06 ! 1 I I I SCREEN ... i 1 4L , I IIL-J -Ji + 67' - 0" A.S.L._ EXISTING FIN FLR �-�--1 j + 67' - 0" A.S.L. - EXISTING FIN. FLR. 4' + 65' - 2S A.S.L._ - - GRADE AT WALKWAY WEST - " - --- I i. , + 59' - 11 1/2" A.S.L. + 59' - 11 112" A.S.L. EXISTING AVERAGE GRADE EXISTING AVERAGE GRADE studio Cicetti architect pc — -' --- - 172 beard street, broo 11231 718 875 1460 klyn ny + 56' - 3" A.S.L. _�_,.,,._,_... r; . - - EXISTING FIN.FLR. project: AKSELRAD RESIDENCE 4125 Nassau Point Rd., Cutchogue, NY 11935 2 WEST aELEVATION EAST ELEVATION ELEVATIONS 1 SCALE: 1/4"=1'-0" EAST & WEST seal&signature: date: JULY 14, 2020 project no.: 07-2015 1ED ARdrawn by: AE SSA �i qtr checked by: MC +r dr i no.: N A' 201 . 01 OF N� cad file no.: __F_ ©copyright studio Cicetti architect pc