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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#: 51504 Date: 12/23/2024 Permission is hereby granted to: Levy C Revoc Trt Attn:Constance Levy Fort Lauderdale, FL 33316 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA,Trustees &SCHD approvals. Premises Located at: 405 Soundview Ave, Mattituck, NY 11952 SCTM#94.4-2 Pursuant to application dated 11/01/2023 and approved by the Building Inspector. To expire on 12/23/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,020.50 CO-RESIDENTIAL $100.00 Total $1,120.0 Building Inspector TOWN OF SOUTHOLD— BUILDING DEPARTMENT wy Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 u" Telephone (631) 765-1802 Fax (631) 765-9502 hti :, wyv . eritltldCo :n x Date Received APPLICATION FOR BUILDING PERMIT / Rt NO156 Building Ins PERMIT g ector.p 2 Applications and forms must be filled out in their entirety. Incomplete BUILDING DteI: applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SO OLD Owner's Authorization form (Page 2)shall be completed. Date: 1A01Z0Z� OWNER(S)OF PROPERTY: Name: 9 �7 1 1 SCTM # 1000- Project Address: + Phone#; ,r Email: �» Mailing Address; F . CONTACT PERSON. Name: r n Mailing Addres e1 Phone#, Em I: , DESIGN PR FESSIONAL INFORMATION.: Name:' Mailing Address: Phone#: 17— Q Email: Z , CONTRACTOR INFORMATION: Name; Mailing Address; Phone#: Email; DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure kAddition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will thellot be re-graded? ❑Yes Y'No Will excess fill be removed from premises? ❑Yes AfNo 1 PROPERTY INFORMATION WW� Existing use of property: t Intended use of property _ m M// it TLAL _. .....I......... _.A;��WZ Z_44: _ _.......m.. Zone or use district in which premises is sit.lated: Are there any covenants and restrictions with respect to ihis property-. ❑Yes :1Ka IF YES, PROVIDE A COPY Check BO K After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The appricant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are Punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): J J CHAF1 A ` ( Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 Qualified in Suffolk County SS: COMMIssion Expires April 14, - COUNTY OF J_61J� Q(Le ) ,, . 0 _ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ..... ...... (Conti-actor,Agent, Corporate Officer,etc.) of said owner w owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before -ne this Y of Notan/Public PROPf:RTY OWNER AUTHORIZATION (Where the applicant is not the owner) Levy residing at ._.. 6�, Q l�...... �= 14 12 ate_ r Nx 1!Z3/ do hereby authorize l��! t':f>✓fI�l/_ /�. ��r�i9L'� to apply on my behalf to th Town of Souzq lding Department for approval as described herein. - Owner's Signature ry„ Date C e t MAKE CZ—Ily Print Owner's Name 2 .NOV � �0 ' , 4W Scott A. Russell SUPERVISOR M ��1 A f 001 ]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 of 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� �� Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ........_ .... . ... _ _�_.. ...._ ....�_.� p;p ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT l!i l" ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) I1 APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: Contact Information. IL-Mail R-I elephnne Numbei l :' Pro ert Address / Location of Construction Site: S_C.T.M. 1000 �I;tl,ct 94 _ w . . - — Section Block Lot _ .._ I TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT \6d- Area of Disturbance is less than I Acre No S P.D.E S, Permit rs Re trrr°ed e ® - Project does Not Discharge to Waters of the State, No S P.D..E.S Per�t�'rlt i5 Cie weed A 0' _. Area of Disturbance is Greater than I Acre & Storm-\,Water Runoff Discharges Directly to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S D..E,C. Prior to issuance o;-a`Building Per Flog lrca of Disturbance is Greater than 1 Acre & ..torn vs Through Southold Town's MS4 Systems to Waters of the State of Ne\,\ York, THE APPLICANT MUST OBTAIN a S,P.D-E.S. Permit through the Southold Town Engineeru De artment Prior to Issuance of a Building Permit, �,f Date: Revie\xed By. — _ I 'P-nP NI m CM(-P -T()C llrtnh— gn Ic) I v C I 7 SoUNO N N�yM �ANO !'na ol0�9 M I oNG �S . E, t10OA1 IWO,& � _ I� .SURVEY OF PROPERTY h. A T MA TTITLICK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY VW-94-01-2.0 Scale: 1"=40' b , •� Mar, 1Z 1997 Apif l ( 7(rooftRi) 41l # Z ` D r M � M1 V OA\ M ry w. . � P t Y 4y CERTIFIED TO, B ' NORMAN A. LEVY 1 cL°r• CONSTANCE LEVY THE BANK OF NEW YORK COMMONWEALTH LAND TITLE INSURANCE COMPANY 00 00 e ' P 11 61� G Y 316 \ .,5 % oc o O V ELEVATIONS ARE REFERENCED TO N.G.V.D. COASTAL EROSION HAZARD a AREA = 40,454 Sq, fr. to tie line LINE FROM PHOTO NO. Z .6B-S41-B3 COASTAL EROSIO C' HAZARD AREA MAP �!,alf (IIfls ° I.met ANY ALTERATION OR ADDITION TO TMS SURVEY IS A VIOLATION 4 ". d�SECAON T209 OF 1W NEW Yak'STATE EDUCATHGYM+LA# EXCEPT AS PER SfCrX WO-SLdBTAWMON 2.ALL CERTOWA P N I! S N.Y.S. LIC. NO. 49618 HEREON ARE VALD FOR TMS MAP AND COPES THEREOF ONLY IF SAD MAP OR COPIES BEAR THE AFRESSED SEAL OF THE SURVEYOR OIll DPSI P.C. WHOSE SWWATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAD LAW THE TERM ALTERED BY' "B MUST BE.USED BY ANY AND ALL SURVEYORS UTA.IZNG A COPY ER STREET OF ANOTHER SUVVEYOR•S MAP. TERMS SUCH AS 'INSPECTED'AND SOU D, N.Y. 11971 'BROUGHT-TO-DATE'ARE NOT IY COMPLIANLE WRH THE LAW. 97-107 ti BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson SO 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location. Town Annex/First Floor Robert Lehnert, Jr. Nicholas Planamento 54375 Main Road 1 ��l 1r��,,(at Youngs Avenue) eo Nv, Southo7�� E http://southoldtownny.gov v ZONING BOARD OF APPEALS I 1 202 in TOWN OF SOUTHOLD AA Tel. (631) 765-1809 so 17 �eg FINDINGS, DELIBERATIONS AND DETERMINATIO MEETING OF AUGUST 17, 2023 ZBA FILE: #7801 NAME OF APPLICANT: Constance Levy g amt PROPERTY LOCATION: 405 Soundview Ave, Mattituck,NY SCTM -Aof tcld SE RA I7E''EKrMINATdON,: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. S[)FrOl,,K CC11JN°f'Y ADMINI r"II�ATI�V'E CODE: This application was referred as required under the Suffolk ... County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 26, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWR1' DETE11MI,NA rION': This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. LWRP Coordinator- issued a recommendation dated August 9, 2023. Based upon the information provided on 'tile LWRP Consistency Assessment Form 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 LWRP. Prior to the issuance of this recommendation the LWRP Coordinator requested more accurate information on the site plan related to the distance of the as built improvements from the top of the bluff. A corrected survey was received by the ZBA, with an accurate bluff setback of 78 feet, on July 31, 2023 PROPEIIT'Y IwA6""TS/DI"SC I T[O!' .m The subject property is a conforming 40,124 square foot water front parcel located in an R-40 Zoning District. The parcel runs 100.91 feet of wood bulkhead frontage along the Long Island Sound, runs 110.00 feet along Sound View Avenue, runs 390.46 feet on the West side and 376.67 feet on the East side. The parcel is improved with a three-level block house, and in ground swimming pool, a frame shed, a fish pond, and a deck with stairs going, down to beach. The survey also depicts the dwelling, located 78 feet landward from the top of the bluff. All is shown on a survey prepared by Donald J. Metzger L.L.S., dated last revised April 5, 2023. BASIS OF AF"PLCCA11Ol` : Request for Variances from Article III, Section 280-15; Article XXII, Section 280- 1 16A(1); and the Building Inspector's April 11, 2023 Notice of Disapproval based on an application for a permit:to construct additions and alterations to existing single family dwelling;at l)addition located less than the code required 100 feet from the top of the bluff; '2) swimming pool located in other than the code permitted rear yard; located at: 405 Soundview Avenue, Mattituck, NY. SCTM No. 1000-94-1-2. Page 2,July 20,2023 97801, Levy SCTM No. 1000-94-1-2 The applicant requests,a variance to make additions and alterations located 78 feet from the top of the bluff where town code requires a minimum 100-foot setback from the top of the bluff. The proposed additions and alterations will result in the accessory swimming pool being located in a side yard location where town code requires accessory swimming pools to be located in rear or a front yard location on waterfront properties. AL jQjf IONAL INFORMATION: During the public hearing, the applicant's attorney confirmed that the setback of the proposed improvements from the top of the bluff is 78 feet. This measurement will be recorded properly on an updated site plan. EI-NDfN Q S..Q_EF.MT_R_L&SCJNS QR QQA&D AQ ION The Zoning Board of Appeals held a public hearing on this application On July 6, 2023 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: I Grant of the variances or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family waterfront homes. Thew proposed additions and alterations are landward of the existing bluff setback. The legally existing swimming pool will remain in its existinglocation, The additions to the house will V change the location ofthe side yard therefore creating the non-conformity. 2. Town Law 2,67-b 3 b The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house's bluff setback is existing and the swirriming pool's location is existing. ,7, Any additions and alterations made to the front of the house will require the benefit of an area variance. 31 The variances granted herein for the non-conforming bluffsetback is mathematically substantial, representing 22% relief from the code, The variance granted herein for the non-conforming side yard location of the swimming, pool is mathematically substantial representing 100% relief frorn the code, However, the proposed additions and alterations have a more conforming bluff setback than the existing house and the existing pool will remain in the same location and cannot be seen from adjacent properties or the street. The additions and alterations to the home create the non-conforming location for the pool and are landward of the existing,dwelling, 4. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact oil the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5, Town Law 4267-_bQJLb 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 tinder the Zoning Code in effect prior to or at the tirue of purchase. 6.Town Law 4267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy t eh e bent o feti "nd additionwelfare f s a ond th alterations whale preserving and protecting the character of the neighborhood and the halth, safety e corntllurlitv RE5_Q1__UU_QN QE_rf ILRQAj�D- In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman(Chairperson), seconded by Member Acampora, and duly carried, to Page 3,July 20,2023 47801, Levy SCTM No. 1000-94-1-2 GRANT the variances as applied for,and shown on the Architectural drawings prepared,by Natalie Alayne Rebtick, Architect, sheets labeled A-00 1,00, A-002.00, A-0 10.00; A-0 11,00, A-I K00 thru A-103.00, A-400.00, A-40 1,00, A-450,00, dated I`ebruary l, 2023„ and sheets labeled R-00 1.00 thru R-002.00, dated January 6, 2023. ',OWING CONDITIONS: 1. The accessory shed shall be moved to a code conforming location. 2. The applicant shall install an Innovative Advanced ([/A) septic system as approved by the Suffolk County Department of Health Services This approval shall"not be deeined effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the 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, IMPORTANTLimns ON THEAR]PROVAL I GRANTED III«REIN Please Read Ca!1fully Any deviation fioln the survey,site plan and/or architectural drawings cited in this decision, or work e.7cceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building,Department of a building permit and/or the issuance of as Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Ally eli--vultiotiftont the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such,as alterations, e.,clensions, demolitions, or demolitions exceeding the scope t!flhe reliefgranted herein, are not authorized under this application when involving nonconjbrmities under the zoning code. This action does not authorize or condone any current or future use, setback or other jeature of the Subject property that ntqv violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TfMEOVAL,: Pursuant to Chapter 280-146(B)of the Code of the Town oflSouthold 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 ms. IT IS THE date of expiration,grant an extension not to exceed three (3) consecutive one(1)year ter PROPERTY OWNER'S RRSWONSIBILITYTO ENSURE COMPLIANCE WITH THE,f " TIMP, FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Lehnert, Acampora, and Planamento(5-0) I-eslie Kanes Weisman, Chairperson Y Approved for filing V'' /4 /2023 1. V N BOARD OF SOUTHOLD TOWN TRUSTEES .k SOUTHOLD,NEW YORK W f B. PERMIT NO. 10465 DATE: SEPTEMBER 13,2023 k ISSUED TO: CONSTANCE LEVY ` PROPERTY ADDRESS: 405 SO VIEW AVENUE MATTITUCK _ w SCTM# 1000-94-1-2 AUTHORIZATION w Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in - ry accordance with the Resolution of the Board of Trustees adopted at the meeting held on 5eterrmber 13,2023. and in consideration of application fee in the suns of 1254100 paid by !one n e 1_ _and subjeet Lo the ` Terms and Conditions as stated in the Resolution„the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to renovate the interior of existing 1,673sq.ft. first floor dwelling with 1,053sq.ft. basement area to remain; renovations include new windows where there were none, ' install new roof and sky light,exterior fascia,soffits,windows,doors,and sheathing; construct a 1,355sq.ft.landward addition to the dwelling consisting of a two car garage,sitting room, ,.• foyer,mud room,laundry area,and lounge area on first floor';and a 567sq.ft»second story addition over garage for office; 72 linear feet of existing retaining walls;a 170sq.ft.fish pond; and f1,633sq.ft.of patio pavers;with the condition to establish and perpetually maintain a 10' wide vegetated non-turf buffer landward of the top of slope;with the addition of 4-5 native hardwood trees to be planted with a minimum of 2"-3"caliper; and as depicted on the survey prepared by Peconic Surveyors,P.C.,last dated September 12,2023,and stamped approved on September 19,2023; and the planting plan prepared by Michael Kimack received on September 15,2023,and stamped approved on September 19,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and th s presents to to subscribed by a majority of the said Board as of the day and year first above written. r „ tl TERMS AND CONDITIONS The Permittee gqqagqce l v re idi ,at 405 Sou-ndv Jew Avenpe Mattituck New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following- 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 Pennittee 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 36 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. 1 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. I 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. ON��� Town Hall Annex Glenn Goldsmith,President 54375 Route 25 A.Nicholas Krupski,Vice President , +f°y P.O.Box 1179 Eric Sepenoski 1IR Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 w BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 19, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: CONSTANCE LEVY 405 SOUNDVIEW AVENUE, MATTITUCK SCTM# 1000-94-1-2 Dear Mr. Kimack: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 13, 2023 regarding the above matter: WHEREAS, Michael Kimack on behalf of CONSTANCE LEVY 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 July 25, 2023, 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 application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 13, 2023, 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, 2 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 the Board 'of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of CONSTANCE LEVY to renovate the interior of existing 1,673sq.ft. first floor dwelling with 1,053sq.ft. basement area to remain; renovations include new windows where there were none, install new roof and sky light, exterior fascia, soffits, windows, doors, and sheathing; construct a 1,355sq.ft. landward addition to the dwelling consisting of a two car garage, sitting room, foyer, mud room, laundry area, and lounge area on first floor; and a 567sq.ft. second story addition over garage for office, 72 linear feet of existing retaining walls; a t170sq.ft, fish pond; and 1,633sq.ft. of patio pavers„ with the condition to establish and perpetually maintain a 10' wide vegetated non-turf buffer landward of the top of slope; with the addition of 4-5 native hardwood trees to be planted with a minimum of 2"-3" caliper; and as depicted on the survey prepared by Peconic . Surveyors, P.C., last dated September 1.2, 2023, and stamped approved on September 19, 2023; and the planting plan prepared by Michael Kimack received on September 15, 2023, and stamped approved on September 19, 2023. Permit to construct,and complete project will expire three 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: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees GG:dd TOYIN OF�SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-94-01-02 SCALE 1'=;30' MARCH 11, 1997 APRIL 16, 1997(REVISIONS) MARCH 25. 2009 eUPDATE) SEPTEMBER 24.".D:2„'+(54IRWY k Tom) MARCH 29,2023( S70N) APRIL 5, 2023(PROPOM RELOCATM OF SHED) SEPT.. 12,2023(CEHL Added.) �Nb �DD.9w" w I opo m-e' vw�„ d ~~ z q 4 f W APPROVED BY BOARD OF'i PUSTEES � UTHOLD DATE OWN O ,a 14,Zoyj iW-"i� � a 5 Cti i q -a COASTAL EROSION HAZARD LINE TAKEN FROM 9 WC Ir�,,exasr "COASTAL EROSION HAZARD AREA MAP'TOWN OF SOUTHOLD 3 4 PHOTO No. 58-54-83 SHEET 3 of 49 +' q II ZONE: R-40 i FRONT AND REAR YARD SET BACKS 50' SIDE YARD SET BACKS: MINIMUM OF 15'EACH SIDE WITH A COMBINED SIDE YARD DISTANCE OF 35' . ".�.IT x KEY 0 = Nf11 SEP 14 2023 �0L=URLITY POLE dam AREA-40,124 SO.F7. G arVAD*V$,VatqW MAW W TO TIE LINE Y. ,1 051132-01 ANY ALT5AfA11dC A6N,'7r1XGN 1�,:Ims.sa.,y„w9CKA 7fM' N.Y..S LIC. NO. 49618 recnav:c��n 1+ aw wn �nv ezwrr taw TAS POW S'E'COON T,t�W"1'�Shc&dWJS�#+8 Z real a�RnFrARms '°EW:DNdC.SURgr 'Y 9«P.C.lint"ON Apt FCW m's mo Ajw caps er ror rwa.r.f (630 765-5020 FAX(6JI)765-1797 MAP ON O SILWATUCRE AS HEREON. ,AS�or ME 3RM14WEACYk ..SPAO. �THDLL9 N,r. 11971 97-107 I TOWN OF.SOUTHOLD' SUFFOLK COUNTY, N.Y. 1000-94-01-02 SCALE'1'L-30' MARCH 11, 7997 APRIL le, 1997(RENSIONS) MARCH 25,2 (UPDATE) { SFPTEMeV?24 2022' MARCH 29, 2023(RI„fVON) jj $0 APRIL 5,2023(✓ 10SElD f .Ct�.`„47NL15f OF SHED) SEPT. 12 2023(CEHL Added.) . W 06 I I " ATEN(�0)R.MOM NON-TURF r y;,✓,rI P� II r r VEGETATED BUFFER LANDWARD OF THE BLUFF. PULPIT FOUR(4)SALT TOLERANT DECIODOUB TREES,MIN.2'CALKER A66HDWN � J/ arW^✓^ aA^M. C 1 OF p 'Ago A AEA QC y G 4 5 6 y qy nly.d r ( �g iX TM. ,n T�;4id �✓ "� MA BOARD APPROVED Cl' BOARD OF I RUSFES m „ TOWN OF SOUIHOLD u F^ 5 9 � V f J 1 . COASTAL E'REJSd'ON HAZARD L1i"E TAKEN FROM tl WAOW "COASTAL EROSION HAZARD AREA�LlAP'TOWN OF SOUTHOLD PHOTO No. 58-54-83 SHEET 3 o1 49 d W I I I Mrs ZONE: R-40 4 5 FRONT AND REAR YARD SET BACKS' 50' „,N" 60 5 ' SIDE YAd"[D SET'BACKS: MIVWu'MVM OF 15'EACH SIDE WITH A COMONED SIDE YARD DISTANCE OF 35' KEY ® W¢L sea 9 s Z023 4m ■=MONUMENT .--� 1a UTILITY POLE °- AREA-40,124 SO.Ff. Y. L 051132-01 ELEVA1I0NS RFFAEII¢NAM N TO TIE LINE N:.YS. LIC. NO. 49618 AN ALTERAf16W OR AfFdW1NWI W rm%SURVEY IS A VaAnW PECOs FC$UR'VEYORS�P:C OF S'E'�MN�'17'�F W MWK SIAM ZWCAMN LAB: 1,8,1,E ExL'L7'f A9 PSR,'C111GM1 73�3-.Stl.M6,pVN^"l AU 6ERRf1VAn NA5' )7lTS-5TN2O FAX(8.31),.765-f797 A,RE"1l,l FCW NAYS WAIF Alt"aePIES'T9R Er7F C#YtiN"dP @?O.�''O#.909. MAP OR ccwrEs' we AM�SEAL a1r'feaE �."YqR 1230 TRAVELER SmErT ��A „ , !Wupy ,N.Y. 11971 97-107 L Zug—GRADE 68.0 GRADE (68.0) C/O TO GRADE �--r INV65.66# INV66.11 INV65.86� # IN65.5f 4" SDR 35 PITCH 1/4"/FT >< ' V 10 EL 60.97 FUJI CEN5 0 HIC DWELLING ELECTRICAL PANEL SANITARY INVERTS 140 ff SCHEDULE 40 END CAP 50 ADAPTER&PLUG OYP):. CLEAN OUT MUST BE INSTALLED 1 > CLEANOUT TO GRADE ADAPTER FROM ABOVE(TYP) ' frO E :ter' 66 clRcwr BREAKER 6'SDR 35 PVC RISER H2O / _ 30AMP PIPING EXTENDED UP TO GRADE EXTRA INLET DEDICATEE) LENGTH VARIES(TVP) CAPPED VIA .,^RIGS SERVICE TO 4"SCHEDULE 4 '� ;. '.,. `' '_ ,{✓ p HYDROACT@ON CONTROL PANEL -♦ 64 _. ADAPTER&PLUG OR CAP(TYP) DECK , .7 40 r l\' I 1 66 CONTROL u 50 11 PANEL 7.3' INLETADAPTER NTS 68 Id 60 rtytF � Installation Gui LAND N/F OF 1.The FuillCleanr 68_ SOUNDVIEW ISLES LLC fittings. 2.The top of the Ir 68 7_ q y`4 t - / 3.Any unused ant DWELLINGS J� Schedule 40 sli ` W/PUBLIC WATER � 70 '' 4.The FupiClean Ir 64� 150 Into the adapter 72 - 5.The Installer shE - - - the adapter and N_ _ - 6.Mehl fillings,pil STY FRAME s; 7.Must Install a cis lra'y #405 _ SEWAGE DISP( GRADE 68 STONE a BRICK F 70 0 EXISTING SANITARY TO BE OF PLANS AND +y POND PATIO ABANDONED AND BACKFILLED 8.The following an If t. V""CLEAN COARSE SAND 1.Square t# - 2.Check c T• -s, '+ snug. a 3.Use as bristle i s 'D „ <_ ELEC.SERVICE TO CONTROL PANEL 4°Clean S.Apply lit 2v I` ��� �� �..� -' � •. � ,, -6W CONTROL PANEL AND AIR PUMP 6.Apply a AIR HOSE AND -� 1` '4£ - 2`SCH40 PVC VENT PIPE prema ELECTRICAL SUPPLY _ t '° 7.Assemb TIP TREATMENT=UNIT 6 r A U. E B.Push pig .. �r ,K tVtY v CTRtC AND AIR SUPPLY HOSE TO OWTS " .,. �.. 9.Hold pip V1P ON PRECAST CONCRETE PAD 70 1 � .. ° xtIT� 1o.al®w1 p� GATE � '� � .*_ � ,- 6 � p®hrel r T. L.P. �0 6� Fahrel � - NOTE:The se relative humidl PATIO .. EL 2 LAND N/F OF EMS TING TIMBER waLUCURB ExP,� &DRIVEWAY TO BE REMOVED ANNE L MARUSEVICH 2016 INSTALL DRY \\ IRREVOCABLE TRUST EXPANSIONPOOt BAL 011tYOJERISTFLPADufri7l,' t PIPETOBECAPPE NSIP \ DISTRIBUTIONOOU DWELLING . \ W/WELL WATER \ NO VISIBLE WELLS 66 JNG \\ WITHIN 150' VATER ;\ 8 \ �70 ; \ \ = 70 72 _ sr . 021.65" \ AV L 1 140% 1Vtwr. W.V. 1 INLET,( 7 OUTLETS 66 L\ O : A'` IP, W.V. 020.65" \ �TOBELt1S 64 W.t/. FORD BOX ACCEPTS: LIGHT COVER#3009C ' 68 t _ 'OP VIEW HEAVY COVER#3017-C20 - 70 GRATE #3017-G20 '. 6"TALL RISER#3009 12"TALL RISER#3009-R12 6 51 6 0 23.55' . NO CAP TYPE .. LEVELING DEVICE 4w *` T. :, ; . P BOX SEAL, POLYLOK SEAL - 0 DWELLINGS "3 #3001 TYPAOPLCSTYP. �•,` '�� 66 W/PUBLIC WATER - MIN.12"COMPACTED SAND OR 150, SANITARY NOTES PEA GRAVEL LEVELING PAD ���� s FRONTISIDE VIEW 1.THE OWTS INSTALLER SHALE 2.AN EXECUTED OPERATION F Pt3 It?IC DETAILS SHALL BE PROVIDED TO TH 70 3.PROVIDE A 2°VENT PIPE FR 1 THE VENT PIPE SHALL BE F / 4.AN EFFLUENT FILTER SHALL PROPOSED SEPTIC SYSTEM I Jean USA (1)FUJICLEAN CEN5 500 GPD d Clean Water... / �'� (1)LEACHING POOLS Fox 12'1 SCUM BAFFLE B / / � (1)EXPANSION LEACHING PC -RECIRCULATION f AIR LIFT PUMP ,,—DISINFECTION CYLINDER(OPTIONAL) F rnDN --"OUTLET PIPE CHAMBER --. Volume(gal) OEOTEXnLE FABRIC— 8edirnerltation Chamber 198 SUPPORT POSTS A WOOD OR METAL TTaerOt�)�Filtt-at Lsr1 Chamber 198 Flow DIRECTION Aerobic Contact Filtration Chamber 95 Clarification Chamber - as Ruwii i rn=D-u— LOCK 1 LOT 2 /ELLING 70.0 4"SDR 35 - ITCH 1/8"/FT GRADE 68.0 GRADE (68.0) GRADE 5% MAX EL(68°0) C/O TO GRADE INV6 BOX INV65.46117— EL65.33 INV66.11 INV65.86i INV65.5s INV65.0 1}EACH 4"SDR 35 4" SDR 35 8'0x12'DEEP PITCH 1/4"/FT >< PITCH 1/8"/FT LEACHING Q POOL f l IM l =1 l l c00000 EL 60. 7 EL53.33 FUJI CEN5 HIGHEST EXPECT.GROUND WATER EL 2.0 DWELLING ELECTRICAL PANEL SANITARY INVERTS ALL MATERIALS SCHEDULE 40 PVC(TYP) El 6"SCHEDULE 40 END CAP ADAPTER&PLUG(TYP). CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE CLEANOUT TO GRADE ADAPTER FROM ABOVE(TYP) a 1 --- CIRCUIT e°SDR 35 PVC RISER ,� BREAK 0AMF PIPING EXTENDED _ 30AMP UP 7o GRADE EXTRA INLET DEDICATED LENGTH VARIES(TYP) CAPPED VIA ( 'P,€UTRIC-A,SERVICE TO 4"SCHEDULE 4- 1 HYDROACTION CONTROL PANEL _ ADAPTER&PLUG —"' 64 OR CAP(TYP) d EXTRA INLETS ,E CAPPED VIA i 4"SCHEDULE 40 ADAPTER"PLUG 8OR CAP(TYP) CONTROL nZ PANEL INLET ADAPTER NITS cii )LTVIEW(TYP) - � frt�TatBslipzt Guidance Fttltr7 hedukP ill FYC 45-$iatl22 trt€et A![apl LAND N/F OF 1 fifth ngsallClean 45-Degree Inlet Adapter has(4)openings(3)Inlets and(1)outlet.All of these will accept standard schedule 40 SO U N DVI E W ISLES LLC 2.The lop of the Inlet adapter has a 6"opening that can be fitted with an 6"SDR riser pipe and cap as a clean out. 3.Any unused enW ports on the Fia0ean Inlet adsolar shall be Cerium with a 4"schedule 40 adaDtor&phug,or a Schedule 40 strip cap that is solvent weed to a nnor.stub of pipe ansarted and solvent welded into she adapter port.. DWELLINGS a?. V c-'< W/PUBLIC WATER 4.The FujlCleah mia€adapter"be streuTal.to the FujOean unit using a 4 stub of 4"schedule 40 pipe that is solvent welded 150' into the adapter outlet and and FujiClean Inlet so that tt`s adapter fits flush or FujiClean unit. 64 5.The Installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to support the bottom of - - the adapter and prevent any settling or strain on the adapter or FujiClean unit. 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. 7.Must isnsIalt a cktmout to grade in sccordarim with the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 1 STY FRAME SEvVAGE DISPOSAL SYSTEMS FOR OTTER THAN SINGLE-FAMILY RESIO NC "and the"STANDARDS FOR APPR OVAi ' rELLt405 ' '� OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." ,4t EXISTING SANITARY TO BE 70 ;-'. _s ABANDONED AND BACKFILLED 6.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean inlet adapter WITH CLEAN COARSE SAND 1.Spuere psie erg^,-.;chamFer and remove all dirt. '+,. 2.Circa 3m,fit of pipe and adapter.Pipe should easily go 113 of the way into the adapter.If pipe bottoms,it should be _.> -` snug. 1 - 3.Use a suitable applicator at least Y the size of the pipe diameter.For larger size pipe systems,use a natural < bristle brush or roller. ELEC.SERVICE TO CONTROL PANEL 4.Cklan pipe and €pt€wilh a 111420 fir°=r.Po not use purnor on ASS Pod WW filings,Use C=ear Omer onto)) - 5.Apply l:b,-"caI tea;of coment to pipe to the depth of line socket:leave no ursratkS�ffti M, 4:6`W CONTROL PANEL AND AIR PUMP 6.Apply a thin coat of carne.:t to Ina 014160 01 the adjjptor,avoid puddhrg of Cement,Pwallrs,T n cau weakening and }' ' - -." 'SCH40 PVC VENT PIPE t_:eanatrrre fa lu:a of spa or sDaptr.As a_a__.d €Of mant to the t , 7.Aim a?arts QU C:KL.Y,Curnent must be flui9.fr oernant surface has d6-K recut both parts. G.-T. iI B.Push pt FULLY into Witter UE+ngl a V.fumsrg r��m until p;pe ob tams. LECTRIC AND AIR SUPPLY HOSE TO OWTS g,rIDk9 ertd adapla tie€t}l rfor 30 s avertl pipe tom:.a® ngar i 3r temp,-slurea,tllpe off excess. 10,Aster t5 rii•ru for t€ x:strenzgth and 2 h :ure tame at tamperatur"a ve SO Igr F hranisFlt before pressure tvAng up tD 180 psi.Langer curs times may be required at t-atvres below 6:1 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH AIR. L-P �' (5' NOTE,Tate sat uplc+ute lime dependent on several ta,I�s.The PIpe *0,socket fit,amb�ni tcrrtparature, { = c1l, rolahve n�wriidity.solvent cament used and€.)re system operating erra should all be coniskiteed when determining set up cure times. v7 0 ° 7 '; INSTALL DRY UFFOLK COUNTY DEPARTMENT OF HEALTH .SERVICES EXPANSION I"t301. PIPETOBEAPPE NSI PERMIT FOR APPROVAL OF CONSTRUCTION FOR A ` DISTRIBUTIONPoc SINGLE FAMILY RESIDENCE ONLY X. �66 08 - - DATE 9/17/2024 H<�. E< O. R 24 1279 _ APPROVED 70 : . Via:: FOR MAXIMUM OF 4 BEDROOMS y t r _. EXPIRES THREE YEAS ATE OF APPROVAL rE w.v. DesignProfessional's Certification Require . y IV6tY r UP. Submit . ,or R.A.Certification car 0 66 W.V. L tr.}. e WEL 64 installation n Construction o the Sewage Disposal System •,, �JO BE Use Form WWM-073 FOR 034ATI 70 68 i A ndonment of the existing sanitary system must be in 'N conformance vAth the Department's requirements. " W Submit completed form 80 as proof �.. DWELLINGS 6$ W/PUBLIC WATER 150, SX114TARY NOTES ` .. 0.4 / 7rE 0�'NST F1 I=ER SFALL h�A_t;'��EMEIdT 1}`�Kf FC K CO T) PARTM�NI AL1 'S O) 2,AN EE Ui E RATIN AND MAJ NT v,MAKE 4I 1" IsE,t7 THE M Al W,ENENA,CE PROVIDER AND THE 0 S' 6F PROdt" O T1 _nHS 3 PROVIDE A 2 VENT PI Pri g-HE O VI� O �DiWEEL INN AND C f .TO 1PE SANTCARY-vNlTi d I II��rtt '�CCiSE 70 � l}IE VENT PIPE SHALL 8E PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE CENS UNIT ON THE OUTLET PIPE PROPOSED SEPTIC SYSTEM UP TO 4 BEDROOMS ,1 0 (1)FUJICLEAN CEN5 500 GPD(OWTS) (1)LEACHING POOLS 8oxI2'DEEP t'jj (1)EXPANSION LEACHING POOLS SANITARY DESIGN BY: ol/ RICHARD M. MATO A.I.A. PO BOX 2284 AQUEBOGUE NY 11931 ARCHITECTURAL-ALTERATIONS 405 SOUNDVIEW AVE Sheet List SPACE RESERVED A. General Notes on Responsibilities: GENERAL NOTES: MATTITUCK, Y 11952 LEVY RESIDENCE Sheet Number Sheet Name FOR DOB 1. Buildingis to be examined under 2020 New York State Building Code. 1. The notes included in this package are designed to clarify the roles and responsibilities of the 2. All work shall comply with the rules and regulations of all Governmental authorities parties involved. It is the responsibility of the Owner and the Contractor to thoroughly review all the having jurisdiction therefore. A-001.00 TITLESHEET Ss� notes and the drawings to ensure each party understands their obligations. If a party does not agree 3. All work shall comply with the applicable standards of the Building Owner A ZONING with an item, it is to be brought u in writing to the Owner nor to the issuance of the building permit. 4. All dimensions area approximate and shall be verified b the contractor in the field \ \ \\ 111 \. 9 p 9 p 9p pP Y \ \ \ \ \ a \ A-003.00 SITE PLAN together with all job conditions nor to start of construction & he shall note the Architect m �. \� \ \ \ \,. . \ \ � A-006.00 RESCHECK 2. The individual referred to as the Owner shall mean Tina Levy. The organization referred to as the writing of an discrepancies. \ \::: _' ;•~:\\ . \ \ Architect shall mean Natalie Rebu.,k Architecture PLLC. 5. Sco e of work is limited to the areas shown on the drawm s. \..\\ \ � \. ,� \ .\ \ . .. �:, ;.: _. <:..' A-007.00 RESCHECK ;\ \ � \ \ � „h _ 6. All partitions shall be Non-Combustible approved type with the minimum Fire Ratings � „ ..�\ \< _ '� k` A 010.00 DEMOLITION BASEMENT \ \, .. \ \ 3. The term"Verify m Field or VIF shall mean that the Contractor is to verify the conditions of the shown. \\ \ \ \ .. \ � � \ ,< �\ .. \.,; � . : �• A 011.00 DEMOLITION FIRST FLOOR \:. \ . 6 )o6 \ is a.:,, existingconstruction to remain nor to the installation of new work, and coordinate the existing \ :�'�,. \ 00 BASEMENT/FOUNDATION PLAN conditions to ensure they are compatible with the new work. SMOKE AND CO DETECTOR NOTES: �_. � ': ' � �, -:: ; � \ '. \ � , ` ��°: a..:` n: 5..'= : :, �, \•. � - :> Ya, \ \_ \ •<: \ � .; �\. ,a,<. _`,; \'•�� ��� 101.00 FIRST FLOOR PLAN �. \,. \ ✓ \\ '1a " �< . 4. The Architect will be providing Construction Administration services for this project. All 1. All smoke and carbon monoxide detectors must be installed within 15 0 of the \ \. .. ':::: �\.. ;��; - '' \a > <. ._"; .„.�~ •'.. , -: � '��_��> A-102.00 SECOND FLOOR PLAN / � . communication during construction shall be between the Architect with a copy to the Owner. This entrance to any sleeping room and m each sleeping room, either wall or ceiling \ \, \ \_\� \.a, _. ;. �, \, .\ ., j _ � .. ;'; A-103.00 ROOF PLAN \ : \ c . includes but is not limited to Requests for Information Submittal request or review, Owner requestedmounted as indicated on tans and per NFPA#7 / \,\ ,\:>:.. \• .,\ \\�\ \. \.,,..: . q q p p 8 80 \. \ \ \ `.. �:; \ �° A-008.00 STORM WATER RUNOFF \ * ..........,. c design changes, Change Order reviews, and punch list. 2. Required smoke detectors shall receive primary power the dedicated branch \. <''�'.', •«:.~ q p rY p . :: A-103.01 ROOF\. \\ \... 00 PLAN Copy 1 circuit or unswitched branch of power circuit also used for power an lighting an d d \ �� \.... A-201.00 REFLECTED CEILING '� . � G PLAN 5. The Architect is not responsible for the mechanical, electrical plumbing or structural engineering of shall beequipped with batterybackupper ' ...... �•. �\ , ,,.,. '.: ,.\,' j ,�. • . , the project and the are not under the umbrella of the Architect. It is the responsibility of the Contractor 3. Smoke detectors shall be interconnected m such a manner that the activation of one '." - _:::: ;:.:.:;� •• ;, �: ��, .,. � .' 202.00 REFLECTED CEILING PLAN p 1 Y P Y .:: to install all MEP work per the New York State code. detector will activate all the detectors m individual dwelling unit per " .;, A- p 9 p �.: , ,:::. 300.00 POWER PLAN 4. Each detector and interconnectingwiring shall be tested in accordance .,:' .>... 9 with the A 301.00 POWER PLAN 6. No architectural survey or official document of the space was supplied to the Architect. Drawings household fire warning equipment provision of NFPA 72 _ were created by through an on site,visual and dimensional survey. An concealed, unknown condition 5. Smoke detectors shall comply with ICC/ANSI Al7.1 Y Y p Y " A 400.00 EXTERIOR �\ '_ A-401.00 EXTERIOR ELEVATIONS is not the responsibility of the Architect. ::, _µt` ' m X47 v. A-450.00 BUILDING SECTIONS 7. All exits are to be accessible and unobstructed at all times. It is the responsibility of the Contractor ;' ' F _. p Y ,:: : = : : ,,., .: "15 A-500.00 INTERIOR ELEVATIONS x ,. '. ; to keepthe obsite safe and clean and abide b the safet re uirements as defined b OSHA and the �, :� ., m 1 Y Y q Y a A-501.00 INTERIOR ELEVATIONS Southold Department of Buildings. ` ' "q ' A-601.00 EXTERIOR DETAILS f, « .. ,.... A-603.00 EXTERIOR DETAILS 8. At the completion of each day, the Contractor is to secure the building site to ensure individuals4 ,_. .? ' "\ ;o \�: \• `. _ a - ..a z A-602.00 EXTERIOR DETAILS other than those with keys cannot enter. Construction materials are to be kept in a secure location. \ \;: ..•,\ �, \�, \..,, .� .. �._ . \ \ , . Temporary construction to ensure the security of the site is to be borne at the cost of the Contractor. ., \ \ ., „\� _\\\,.. \ ..,,;�., .:��,• �. �._ •�:\ ��_\ �\ ,'�\`�, :, \ \.: ,.\,•. ., �„ ... �._.. A-650. 0 p rY Y \ \. \ \ \ , , \ �. \ 0 BATHROOM DETAILS „ \ \a A-651.00 INTERIOR DETAILS 9. The Contractor shall not cause disruption to nei hbonn spaces. �. . \ '�`:,• � \;"> , . ':<�, .. � ... ,. ,\. .. ,..... •. .. ._<. . � , .,, .:. \.a ., APPLICATION #: P 9 9 p _, >, \ �. � \ \ � :� �. A 900.00 WINDOW DETAILS '.r ,, DOOR SCHEDULE < 10. The cost of defective or ill-timed work shall be borne b the Contractor. The cost to repair an , . \ � , �: •_ _° . �<: ,� \.'. > , < : ;;. � . SCAN # \ _ _: . work materials fixtures etc. that are damaged during construction b he Contractor actor shall be borne t t \ \ ,•. ~... �� -,.; \� a by the Contractor. s= ; 11. An existingconditions uncovered duringdemolitions that are found to be damaged or in need or ` < repair to ensure the integrity of new work is to be brought to the attention of the Owner nor m • . � � '� ,� : . ..�\ � ,:\ �•. �_- ._ ' p 9 tY 9 p to moving \ forward with the work. If the he n i i n e is m ,•`'a < � �`° '<< _` '� x ° -"�<> � $ t .. t co d t o r su cost, this is to be brought to the attention of the Owner prior to the start of construction. a �.4,,, ta.s _' .. w.. ...,.. a.... •.v �L..a ',oa o-„ , 12. The Contractor is to keep the construction site clean to ensure the quality of the installation of new work and to ensure the safety of the occupants. 13. The Contractor is responsible to coordinate the trades to ensure materials are installed in the proper sequence to ensure the design intent. 14. Proper measures are to be implemented by the Contractor to ensure the site is pest and vermin free. 16. If the Contractor has questions about the drawings, this shall be brought to the attention of the Architect in the form of an RFI. 17. The Contractor is to provide the Owner a construction schedule prior to the start of any work. 18. Extreme caution shall be exercised and protection shall be provided to prevent bodily injury and/or property damages to persons using spaces adjacent to the work to be demolished. Maintain PERMIT DRAWINGS temporary protective measures required including dust and noise control. 19. It shall be the responsibility of the contractor to examine and thoroughly inspect the building and Peconic Surveyors, P.C. contract documents in order to verify actual conditions and full scope of the demolition and removal of P.O. Box 909 work required. The contractor shall make allowances for discrepancies between drawings and notify Southold, NY 11971 the owner of any such discrepancies prior to proceeding with any work. P: 631-765-5020 F: 631-765-1797 20. The Contractor is to supply all appropriate certificates of insurance as required from the building PROJECT INFORMATION Email: peconicsurvey@optonline.net management prior to commencing any work. Work cannot commence without a DOB permit. OWNER: SYMBOLS (LEGEND 21. Any cutting, chopping or modification to the buildings structural elements is strictly forbidden TINA LEVY unless otherwise noted. 405 SOUNDVIEW AVE P DUPLEX RECEPTACLE 18"AFF UNLESS NOTED OTHERWISE m MATTITUCK, NY 11952 22. The Contractor will cover and fully seal all items to remain with plastic tarps and tape. Door seals ` vl QUADRUPLEX RECEPTACLE 18"AFF UNLESS NOTED OTHERWISE will be used at the entry door and the door will remain fully closed when not in use. Codes: 2020 New York State Building Code :. T\\ Alteration Type 2 and Interior Decorating L N :;: I rJ i 3 23. All fireproofing must be maintained. Any fireproofing that is disturbed during the course of the GFI DUPLEX RECEPTACLE WITH GROUND-FAULT INTERRUPTER AZA Engineering LLC renovation is to be reconstituted to code compliant ratings. BUILDING INFORMATION: SIMPLEX RECEPTACLE SERVING A PIECE OF KITCHEN OR MECHANICAL 221 W 37 St 6th FL Section: 473889 9.4-1-2 �XX EQUIPMENT AS CALLED OUT IN THE ANNOTATION SYMBOL; CONTRACTOR IS TO artemz@azaeng.com 24. All welding is to be performed off site. COORD. EQUIPMENT REQUIREMENTS WITH THE ELECTRICAL REQUIREMENTS (212) 517-1364 25. An Electrical Permit must be obtained from the Electrical Division of the Southold Department of Year Built: 1969 Buildings. Number of Buildings: 1 O CEILING MOUNTED HARD WIRED SMOKE DETECTOR Residential Units: 1 SD WITH BATTERY BACKUP Land Use: Multi-Family Elevator Buildings �`\ 26. A Plumbing Permit must be obtained from the Plumbing Division of the Southold Department of Y 9I[C E Buildings. Zoning: R40 Low-Density Residential Sx LIGHT SWITCH, 48"AFF m r- , � COHSDLTIIdO EH&INEE�IA& PLLC 27. A licensed electrician must perform all work. SxSx SWITCHES GANGED TO SAME COVERPLATE, 48"AFF KCE Consulting Engineering PLLC 28. A licensed plumber must perform all work. Fire-Resistant Penetrations and Joints d)x DIMMER SWITCH, 48"AFF 325 Gold St, Suite#604, Brooklyn, NY 11221 Fire-Resistive rated construction 347.778.5908 Energy Code Compliance CENTERLINE contactkce@kceengr.com B. Execution of Work: Lighting in Dwelling Units Lighting controls cot CEILING MOUNTED CO2 SENSOR HARD WIRED WITH 1. The Contractor shall patch and repair all existing work to remain so as to provide a seamless Final BATTERY BACKUP transition between new and old. The Contractor is to inspect the area prior to the patching and ry repairing to ensure the dimensions, materials, and condtions of the existing and new work is EXISTING WALL compatible. Failure to do so will not result in a cost to the Owner. SPECIAL INSPECTIONS DEMOLISHED WALL 1245 Old Wood Path 2. The Contractor must coordinate all partitions to ensure the framing takes into consideration Southold, NY 11971 penetrations for mechanical equipment, locations and dimensions of electrical devices and fixtures, Electrical, Plumbing and Mechanical are NEW WALL door and hardware assemblies, ductwork sizes, pipe clearances and locations, etc. The Contractor being filed separately. www.redesignarchitects.com shall take special care to coordinate any MEP devices that run adjacent to each other or cross. 929.234.6814 3. The Contractor shall perform work within the standard of care as agreed to with the Owner. The PROJECT DESCRIPTION: Architect shall inform the Contractor if work is progressing without meeting this level of quality, and the Contractor shall fix work not to the agreed upon level of quality. This project is an addition to an exiting residential ABBREVIATIONS �l�V home. The addition falls under New York State KEY PLAN 4. All conduit and fasteners to be concealed unless otherwise noted. Residential code 2020. No changes will be made ABV: Above INS: Insulate 5. The Contractor is to coordinate floor finishes with new doors, thresholds,wall base, existing walls, to the occupancy. ACT: Acoustical Ceiling Tile INT: Interior ADDL: Additional KIT: Kitchen and adjacent finishes. ADJ: Adjustable MECH: Mechanic(al) 6. Contractor is responsible for routing, sizing and coordination of all utilities to kitchen and bathrooms. AFF: Above Finish Floor MDF: Medium Density Fiberboard PROJECT CLIMATE ZONE : A/C: Air Conditioning MTL: Metal 7. Caulk all areas continuously where materials meet and are not otherwise resolved by a detail in the ALT: Alternate MIN: Minimum construction documents. All areas in the kitchen and the bathroom will require caulking. The Owner 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF ALUM: Aluminum MISC: Miscellaneous j. reserves the right to point out areas that require caulk. The Contractor shall install the caulking as part NEW YORK STATE\TABLE R301.1: ZONE 4A APPROX: Approximate OC: On Center of his Contract. Caulk to be compatible with adjacent materials and provide for custom match of BSMT: Basement PT: Paint(ed) colors. BLK: Block PLAM: Plastic Laminate BTW: Between PLYWD: Plywood ' r BLDG: Building QTY: Quantity B/O: By Others REF: Reference CALC: Calculation REQ'D: Required COORD: Coordinate REV: Revision CPT: Carpet SCH: Schedule CLG: Ceiling SCN: Screen 4 CT: Ceramic Tile SECT: Section DOB STAMP CONC: Concrete SIM: Similar CONT: Continuous STD: Standard DTL: Detail STL: Steel DIM: Dimension SS: Stainless Steel DW: Dishwasher TYP: Typical LEVY RESIDENCE DWG: Drawing UNO: Unless Noted Otherwise ELEV: Elevation VIF: Verify In Field 405 SOUNDVIEWAVE EQ: Equal VERT: Vertical MATTITUCK, NY 11952 EXIST: Existing WIN: Window EXT: Exterior W/: With FLR: Floor WD: Wood FBO: Furnished by Others TITLESHEET GWB: Gypsum Wall Board HWD: Hardware O HVAC: Heating, Ventilation-Air Conditioning 1/4" = 1'-0" HT: Height 10 December 2024 N AM 0 0 1U n SPACE RESERVED FOR DOB / / / / / / / LIVING ROOM / 100 / 436 SF / / / / / i MECHANICAL RM / ATHROO / \ BA/7THR ASTER B TH i B7 B5 EX i 42SF 46SF 5SF c\ j' 44SF B6 EX f i 8 SF / PANTRY 18 0„ FOYER/HALLWAY 2SF / / EX CL 239SF — EX— RECREATION ROOM STORAGE DINING F6'-7" 11 SF 6 SF i\ MASTER BEDROOM APPLICATION #: B2 B3 EX \ EX / 342 SF 172 SF 121 SF I 6 STORAGE/LAUNDRY 17s SF B1 I \ SCAN #: 282 SF ® \ LOU GE GUEST BEDP.00M dL \\ 107 KITCHEN Ex 5z \\ REVISION # DATE DESC. 167 SF EX 163 SF 2F \ 8S F6'-7' 6S \ \ I I \ I I \\ \\ SITTING OM 6'-7" \ \ I I109 7S \ \ I I \ I I - \ --_- UDROOM \\ \ COAT CL 128 \ \ -----� 105 106 — — 47SF - \\ z20 F 114 WET BA \ \ I c I 203 \ \ \\ I I 69 SF \ I uP PERMIT DRAWINGS POWD 103 zs s GARAGE Peconic Surveyors, P.C. \\ 4. \ j '• I i \ \ \ I CL 101 P.O. Box 909 \ I 384 SF \ \ I I 78 7 SF 2 Loo L Southold, NY 11971 `\\ 205 P: 631-765-5020 F: 631-765-1797 2 D206C Email: peconicsurvey@optonline.net \ \ \ \ FOYER 13 sr 75 2ND FL OFFICE 197 SF 6 -7 200 2ND FL BATH ZA \ \\ I I 143 SF 204 � 2 FL CL e� \ I 129 ---------------- — — — 8SF AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212) 517-1364 IrlyCE ... m n BASEMENT/ FOUNDATION PLAN ZONING n LEVEL 1 PROPOSED ZONING 1/8" = 1'-0" _- ,_ „ n LEVEL 2 PROPOSED ZONING CONSUMNG ENGINEERING PLLC 1/8 1 0 KCE Consulting Engineering PLLC / \ 325 G l 59t, Suite#604, Brooklyn, NY 11221 347. / \ k contactce kceen r / \ GROSS FLOOR AREA @ g .com / CHAPTER 280 SKY EXPOSURE PLANE \ FIRST FLOOR / BUILDING HEIGHT: \ \ EXISTING 1,673 GSF ALLOWABLE: ' ' / MAXIMUM 35'TO PEAK \ LOTS CONTAINING UP TO 30,000 SF OF LOT AREA: / MAXIMUM 25' FLAT ROOF \ PROPOSED 1,355 GSF 3,350 SF PLUS 10% OF THE LOT AREA IN EXCESS 1245 Old Wood Path / \ TOTAL 3,028 GSF OF 20,000 SF UP TO A TOTAL OF 4,350 SF MAX. Southold, NY 11971 / \ www.redesignarchitects.com / \ EXISTING LOT AREA=40,124 SF 929.234.6814 \ SECOND FLOOR UNBUILDABLE AREA=9,078 SF SKY EXPOSURE PLANE � \ SKY EXPOSURE PLANE EXISTING 0 GSF / \ \ PROPOSED 567 GSF 40,124 SF-9,078SF= 31,046SF / \ 30,000 SF=4,350 SF BEY PLAN \ TOTAL 567 GSF / \ 1,046 SF X 0.075 = 78.45 '000, -T \ \ TOTAL ALL LEVELS MAX ALLOWED=4,428.45 SF — EXISTING 1,673 GSF PROPOSED = 3,595 GSF PROPOSED 1,922 GSF \ TOTAL 3,595 GSF / ® J N b• _....._. DOB STAMP .......... _.. 1; _.x..... ........ o LEVY RESIDENCE 405 SOUNDVIEW AVE ... MATTITUCK, NY 11952 it m: : . . n EXTERIOR NORTH ZONING ZONING As indicated O 10 December 2024 N 110 Jm02.00 SOUNDISLAND LONG SPACE RESERVED FOR DOB N68051159"E TIE LINES MHWM MH\V TOP OF I WOOD BULKHEAD BLKHD./ TOP OF TOP OF WOOD TOP OF 11.3' BLKHD BLKHD. DECKING BLKHD. 13.0' 13.0' N 11.6. 1 0 \ 3 } OF SUMMEY OF' PROPERTY OM'OF B�uFF 1A TOP of WID BOTTOM BLUFF 1 O BOTT 2 A T M TTITIK �6 BLKHD tit OWN OF S UTHO` D 14.2' 26 -� 32 U 'C" It. 1"7 2B 3� API. 10, 19.77 (P" "A* 313 CO 36 VAS 2`� .2001/. �"�.�1"} 32 3 WIDE -- --- 3B �mvfim aC I .i=' (Z-1MVEY ropo) 35 AA ' 3B 5 A13 A ,► A?- 3' ID E ABA � AA 5p Ag AB TAI 5 5B41 ro 62 s S 60— DECK ]] �.... a �. : ' APPLICATION #: O : m ' : .:. •w SCAN P OF BLUFF #: 69 FF Cn WOOD 0jowREVISION # DATE DESC. STAIRS TOP OF BLUF Cn - CA '*„'+ ✓ ti�,. �,,+ , �r E END p0 Cn ;� ,, ,, r 4'WIDE \ M .x ,. .11 z ` 0 Cf� N m ° 49V RETAINING O C:) WALLS \ LINE OF Z � � ROOF 0 TI Z v PLANTINGS Z '` R T1 O z= PATIO " ;o PERMIT DRAWINGS PAVERS ' , = PATIO �\ �\\ \ Cn Cn D PAVERS Peconic Surveyors, P.C. --i z P.O. Box 909 Southold, NY 11971 0P: 631-765-5020 _ -n r— , F: 631-765-1797 \\ O m z \\ 0 +c p y@ p Z m 38 \ \ \\\\\ \\\� �\ < g Email: econicsurve o tontine.net 144 D s:\ r- , .�. \ \ \. \ \\\ `\ Z ^. fis a \� � FE 0.2E m 15.2' v: .. 47 0.::, a AZA Engineering LLC 221 W 37 St 6th FL P�\O \ .. \ artemz@azaeng.com Q !; rn (212)517-1364 00 CA -n .; ' 1 m IV 7-IC Cn CE m p Z , ><> �4 ..x CONSULTING EK6INEERIN PLLC 17 z y co r Rq�� z D n = ) ' KCE Consulting Engineering PLLC x� ��' 1 � 325 Gold St, Suite#604, Brooklyn, NY 11221 M O N TI ITY 347.778.5908 xm �R��F O E € r contactkce@kceengr.com 13.2' N (7) I . o CA) x m m c� J ( 1245 Old Wood Path FE D �' Southold, NY 11971 00 4 0') 2.1'E www.redesignarchitects.com � C)� m 929.234.6814 POOL cn U) ' EQUIP.a � .' 4 MO AND REAR YARD Ski BACKS. *50" 0 ' KEY PLAN ODE YARD SET BACKS.' 11IN U11 O 1, " EACHWD GENERATOR INED SIDE YARD DISTAHCiE Or 3 : SET CK 50' 6.9' 0 him wF F'Y' B SHED N �•� ���#.1. , CC N � tiv 6.3' KEY r p � VaL t m IV U17LITY POLE NRe00 'I DOB STAMP 110.001 UTILITY RE40, S . FT, a rt POLE 6 0 �00„W 33g.9 �� LNG: ' /41 BB APRON � �1 �' � " '?' A � N. }'.S. I . O. 9 18 ; LEVY RESIDENCE AHYFECMIC SUR S� P�C ��,�,,�� , �� 405 SOU NDVIEW AVE EOP AVEN UXP AS 7VI 7; s��' ,T% , ,�U CrpiIta S � >a�G, ,�+ �, MATTITUCK, NY 11952 OU ND VIEW ON A.:r v� M AIAP 00 S &� r IF '6�'1, 765—02 FAX (631 765--1 T9 SOUND SAJO luAP OP COFa, " PT NPn= Wt OF P' -SLF P.O. 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P: 631-765-5020 Prc,ii'c.l TiAl iti t.e�t,'y" epor`t data; aJ)V1*J; 7J F: 631-765-1797 0?ta� tile?i'i;ina�r Pa1tit P,q of q Email: peconicsurvey@optonline.net 44, sue ° .� �`�� AZA Engineering LLC r ax'�: ram . .maw \ G i.:aQ�e a 4, 221 W 37 St 6th FL artemz@` (212)5117 1364g.com ue„ �\ '• ': F sash:•" •:i\tea „l•� \'`� \. \; \ ax\ �� � �. :: INO ENOINEEI�IN& PLLC HE A cave- r"ttdla Wall 20. CONSULT olow-Grade de WAIT 0100 KCE Consulting Engineering PLLC FDor 10- DAYLIGHTING AND VENTILATION CALCULATIONS 347 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 Coiling rr IB0raf 4-� contactkce@kceengr.com SPACE DAYLIGHT VENTILATION Dk4,c-tw rli; (unc nd1t�on t�paces)• „ ROOM SF REQUIRED 10% LOCATION PROVIDED REQUIRED 5% PROVIDED 64 25 \:`�` '\` EXTERIOR 41.26 + 10.81 + \ STUDIO LIVING/ 415 41.5 WINDOWS/ 55.5 + 216.3 = window 0.24 012 OFFICE STOREFRONT 323.87 ,a ,t �°: � .,,'• I " Door 0.816 SV:y111aht 0.43 0.213 1245 Old Southold, Y 11971 R 463 46.3 13.15 69.21 0o at 1ST FLOG EXTERIOR 188 +49 + 8 17 a LOUNGE WINDOWS/ + 10.18+ 10.18 �� _,„ ., " `"` '`°" 1 1 .33M AND SITTING STOREFRONT/ =265.53 www.redesignarchi >I eatt�rg Syst#rrlt' ROOM SKYLIGHT 929.234.6814 C ltrrg Systerrra „ viater`Hcatoi SYSTEM PROVIDED. KEY PLAN FORCED AIR Y TEM Navne� �1 abe: Comments DAYLIGHT r DOB STAMP LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 RESCHECK 1 1/2"= 1t-0" O 10 December 2024 N e WOOD STAIRS EROSION AND SEDIMENT CONTROL NOTES: SPACE RESERVED FOR DOB Cn SOUND 1. GC TO LIMIT THE CLEARING AND REGRADING ONLY LONG ISLAND �7 V ADJACENT AREAS TO THE ADDITION NECESSARY TO \ COMPLETE THE PROJECT. KEEP AS MUCH OF THE w VEGETATIVE GROUND COVER AS POSSIBLE. --1 2. GC TO PROVIDE SENTIMENT AND EROSION CONTROL Cn N68°51'59"E TIE LINES 100.91, MHWnn MEASURES DURING CONSTRUCTION TO PREVENT SAND, SOIL, BUILDING MATERIALS, AND CEMENT FROM BEING \ Top DISLODGED. GC TO MAINTAIN AN ENVIRONMENTALLY SAFE oN 4'WIDE � MHW WOOD BULKHEAD gLKHD./ TOP OF TOP OF WOOD TOP OF 113' gLKHD. CONSTRUCTION SITE. PROVIDE TEMPORARY SEEDING AND X Ill gLKHD. gLKHD —I 130' DECKING 130' MULCHING IN AREAS EXPOSED LONGER THAN 14 DAYS. 1 1N 11.6' n VFF 3 1 BOTTOM OF BLUFF 6 3. PHYSICALLY MARK LIMITS OF LAND DISTURBANCE ON THE g� �8 SITE WITH TAPE, SIGNS, OR ORANGE CONSTRUCTION FENCE o �` 60TTCM OF 1� Top OF WIDE 20 SO THAT WORKERS CAN SEE THE AREAS TO BE \ 16 13L HD 22 PROTECTED. 142 18 O 2� 20 O 22 p 4. GC TO PROVIDE ROUTINE INSPECTIONS AT A MINIMUM x 24 —D WEEKLY, ESPECIALLY AFTER RAINSTORMS, TO ENSURE \ 26 32 MEASURES ARE KEPT INTACT. V . 3N 30 3'WIDE Q0 3g 5. CHECK FOR ANY ISSUES OR REPAIRS REGULARLY. z 36 AND AWAY FROM b' 6 EXPOSED DIVERT UHIGGHLY ERODIBLE SOILS NOFF FROM ADJACENT LAND STEEP SLOPES ON o \ 3B 6,6 THE CONSTRUCTION SITE TOWARD STABLE VEGETATED AO N 42 3' ID A$ AREAS. A4 50 O RETAINING q6 WOO 52 7. PREPARE FOR RAIN MAKE SURE ALL EROSION AND AO TAI 54 SEDIMENT CONTROL MEASURES ARE OPERATING 3 56 PROPERLY,AND MAKE SURE DUMPSTERS, PAINT, AND WALLS \ LINE OF 52 4' 58 CHEMICALS ARE COVERED. 60 APPLICATION #: 5 8. THE OWNER IS TO BRING IN A LANDSCAPER TO PUT PLANTS ROOF 56 O / 64 BACK AND ENSURE TOPSOIL REMAINS ENTACT AFTER THE X 58 1- 66 BUILDING IS COMPLETE. SCAN #: DECK CK REVISION # DATE DESC. 64 � 18'-0" � 66 68 OP OF BLUFF Cn WOOD STAIRS x Z! TCP OF BLUF C Cn Cn F' m \ O PLANTINGS 70 z 7 E END p0 C!) 0.8' 4'WIDE \ M co PATIO o x 1 D N O C:) PAVERS I M z x \ x 0 O PATIO i 01 m N PAVERS Uj RETAINING LINE OF z O WALLS ROOF 0 N ZD � PERMIT DRAWINGS 1s'-o" x d' 15.2' z n o PLANTINGS D Peconic Surveyors, P.C. O = \ z P.O. Box 909 z PATIO \ \ Southold, NY 11971 ' m N � = PAVERS PATIO �\ �\ �\ P: 631-765-5020 Cn D PAVERS %1k C� F: 631-765-1797 z \�, \� rn Email: peconicsurvey@optonline.net 00 m Z \' = m -11 9 n .. \ D G) 7� \ r z FE GUTTER C 0.2'E \ \ AZA Engineering LLC \' \\ �. 221 W 37 St 6th FL m 7V 15.2' artemz@azaeng.com < (212) 517-1364 26'-5 1/2" _ W Qo P�\O D ""/K C E N Q 0) -► \ 29' -5 1/2' C/, CONSULTING ENGINEERING PLLC 12.4' KCE Consulting Engineering PLLC co GUTTER = Z 325 Gold St, Suite#604, Brooklyn, NY 11221 O z ,;;. 347.778.5908 T t o x� D C�'qV�< contactkce@kceengr.com z D 38' - 11 1/2" n � X DRY WELL 3'-0"W X 6'-0" D -n o N m o TI ITY x .................................._ _ _ ....................... __ __........................................................................._ ........ ......................................_............_ .............................. .......... ._.. Z .. �R m O E ...................._..................................................................................................................................................................................................................................................... .. _....... ............__........._... .._... ....._....._.................... ................................................ ... ........................- ._......._. 13.2' N CA 1245 Old Wood Path Q ....... .............. _......_.............._ ... .. ......._._......._.................._ ................................_....................._.__..._.................-....... .. x Cn O Southold, NY 11971 ..... .............................-.............. ..............................................................................................----------...................................................._............... �I ...........-................--........_... .........._ ............................... www.redesignarchitects.com < www.redesignar h� GJ x rn m 929.234.6814 Cfl L_—/ __..._..... ..... .............. ....... ..............-............................................_................._. - D............................ . N - E 00 ............................. . . ........--........................................................................................................................... D ..................................................................................--................................................................................................................................. 2.1'E D �o . ........................................................................................................................................................................................--................................ :. O n.......... ............._....................... ................................................................................................................................. 12.4' cP ..:.................GUTTER.:::.::......................:::::::::: in T` ................................................................................................................................................................ ........................ ....... c� POOL �_ cmn Y �L�� EQUIP.x 0 POOL .............. ..... ......................................................................................... ........ . ........ .......... _.......... ....... ..... ................................ ............................................. ....... _....._.............. - ®....................... Zm .'........._.........................................................._...._....._-......._................................_._....... _............._............. GENERATOR y ............ ..................................................................................... ._-.................................................. ................................ m ............................. .. m O INSTALL DRY WELL 3'-0"W X 6'-0" D CK 50' 6.9' _> DRY WELL SET B FR. FY SHED N � � N 25'- 10 wF<< 1/2" 6_3' J DRY WELL 3'-0"W X 6'-0" D '< n ROOF PLAN �� ^� au DOB STAMP 1/8" = 1'-0" m STORM RUN-OFF CALCULATIONS BASE ON 2" OF RAIN STORM m m &Itv GE EXISTING ROOF SF: 2383 SF EXISTING ADDITION TOTAL n� 10.00I UTILITY LEVY RESIDENCE VOLUME OF WATER 2" RAIN STORM: 2383 SF X 1.24= 2,954.92 VOLUME O ER 338E2OSTORM 2,954.92 1,034.16 3,989.08 g7, S6' 05 '�Vv POLE 405 SOTUCKVNY 1 952 ANNUAL RUNOFF: 2,383 SF x 48 ("of rain a year)x 1.24 = 141,836.2 gg APRON ANNUAL RUN-OFF 141,836.2 49,639.68 191,475.9 ROOF ADDITION SF: 834 SF EOp W AVENUE STORM WATER RUNOFF VOLUME OF WATER 2" RAIN STORM: 834 SF X 1.24= 1,034.16 SOUND v�E As indicated O 10 December 2024 N ANNUAL RUNOFF: 834 SF x 48 ("of rain a year)x 1.24 =49,639.68 0 0 0 A191 2 SITE SW ® e 2 111 = 20'-011 SPACE RESERVED FOR DOB DEMOLITION NOTES DEMOLITION LEGEND 1. REMOVE WALLS AS INDICATED. 2. ELECTRICAL RECEPTACLES IN WALLS SCHEDULED TO BE REMOVED SHALL BE EXISTING CONSTRUCTION REMOVED 3. PROVIDE TEMPORARY PLASTIC SHEATHING TO PREVENT THE SPREAD OF DUST. — — — — — DOORS/PARTITIONS TO BE REMOVED PLASTIC SHEATHING MUST BE FULLY SEALED AND SHALL NOT BE PASSABLE 4. REMOVE EXISTING WALL AND DOOR. PROTECT ADJACENT WALLS AND FINISHES TO REMAIN CEILING/MILLWORK TO BE REMOVED 5. REFER TO MEP AND STRUC. DRAWINGS FOR ADDITIONAL ITEMS TO BE REMOVED 71—Z EXISTING FLOORING TO BE REMOVED, 6. BOULDERS, PLANT AND TREE REMOVAL WILL BE COMPLETED BY OWNER PROVIDED PRIOR TO THE START OF CONSTRUCTION. 7. PROVIDE FOR RE-GRADING AND REBUILDING THE DRIVEWAY; REWORK POOL PATIO AS NEEDED 8. DEMOLISH ALL ITEMS AS SHOWN ON THE DRAWINGS TO ITS FULLEST EXTENT. EXISTING FLOORS, STRUCTURE, WALLS, AND EXTERIOR STEPS AND RAILING ARE TO REMAIN AND BE PROTECTED. ANY BEARING WALL TO BE REMOVED TO BE BRACED AS NECESSARY. 9. ALL DOORS IN THE EXISTING EXISTING HOME TO BE SALVAGED AND PROTECTED FOR REUSE. 10. ALL DEMOLISHED BRICK THROUGHOUT THE PROJECT TO BE SALVAGED AND PROTECTED FOR REUSE; MOVE INTO OWNER DESIGNATED LOCATION AT THE END OF THE PROJECT. APPLICATION #: 11. ALL PAVERS TO BE SALVAGED FOR REUSE; OWNER TO PROVIDE AN ACCEPTABLE LOCATION FOR PAVERS. SCAN #: 12. ALL WOOD PANELING AT EXISTING PORTION OF HOUSE TO BE SALVAGED FOR REVISION # DATE DESC. INFILL. 3 2 1 13. SPECIAL CARE SHOULD BE GIVEN TO PREVENT ANY DAMAGE TO THE ROOF. PROVIDE FOR SMALL REPAIRS TO EXISTING ROOF. REPLACING THE ROOF IS NOT DEMOLISH EXISTING NON-CODE IN THE SCOPE OF THIS WORK COMPLIANT SPIRAL STAIR 14. THE EXISTING HOUSE HAS A SEPTIC SYSTEM, POOL, GENERATOR AND EXISTING UTILITIES. SPECIAL CARE SHOULD BE TAKEN TO ASSURE NONE OF THESE ARE DISRUPTED DURING CONSTRUCTION. 15. THE EXISTING EXTERIOR PATIO AND CONCRETE WALKWAY ARE TO BE B PROTECTED AND MODIFIED TO ALIGN WITH THE HOUSE. i ' o 16. PROVIDE ALLOWANCE FOR TEMPORARY PROTECTION AND SCAFFOLDING AS REQUIRED. MECHANICAL RM \ BATHROOM 17. CONTRACTORS SHALL VIF ALL EXISTING CONDITIONS AND VARIANCES PRIOR TO SUBMITTAL. CONTRACTOR WILL OBTAIN PERMITS AND NOTICES AUTHORIZING WORK. THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF cL INSURANCE WITH THE DEPARTMENT OF BUILDINGS AND PROVIDE ANY AND ALL ' BONDS REQUIRED BY CITY AGENCY IN ORDER TO DO THE WORK HERE IN DESCRIBED. PERMIT DRAWINGS 18. ALL WINDOWS ARE TO REMAIN CLOSED AND SIGNS ARE TO BE POSTED ON SITE. Peconic Surveyors, P.C. 0 / 19. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON SITE. DEBRIS SHALL BE P.O. Box 909Southold, NY 11971 REMOVED BY THE CONTRACTORS. AS THE JOB PROCEEDS THE SITE SHALL BE HW SECOND MEANS / LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION. P: 631-765-5020 OF EGRESS F: 631-765-1797 N SHALL REMAIN FREE Email: econicsurve o tonline.net / 20. THE CONTRACTOR WILL HAVE AN ELECTRICIAN ON STANDBY FOR DEMOLITION AS P y@ P r % OF OBSTRUCTIONS REQUIRED TO COMPLETE INDICATED SCOPE. N 21. ALL PENETRATIONS IN FLOOR SLABS, FLOOR DECK ABOVE, COLUMN CLOSURES RECREATION ROOM / STORAGE OR RATED WALLS TO BE FIXED AND FIRE STOPPED AS NECESSARY FOR REQUIRED FIRE RATING LINO. '' p .r ?. 22. CONTRACTOR IS TO IDENTIFY ANY EXISTING UNKNOWN CONDITIONS THAT WERE ' STORAGE/LAUNDRY / PREVIOUSLY CONCEALED AND BRING THEM TO THE ARCHITECT'S ATTENTION _ a NO WORK THIS LEVEL IMMEDIATELY IN THE FORM OF AN RFI AZA Engineering LLC 221 W 37 St 6th FL 23. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY artemz@azaeng.com 19' - 11 1/2" 17' -3" 12' -5" OF THE BUILDING DURING DEMOLITION AND CONSTRUCTION. (212) 517-1364 00, j"' 24. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING CONDITIONS TO REMAIN SO AS TO PROVIDE A SEAMLESS TRANSITION BETWEEN NEW AND OLD. THE CONTRACTOR IS TO INSPECT THE AREA PRIOR TO THE PATCHING AND REPAIRING ":"\ [ICE j ELEC RM TO ENSURE THE DIMENSIONS, MATERIALS, AND CONDITIONS OF THE EXISTING , AND NEW WORK IS COMPATIBLE. FAILURE TO DO SO WILL TO THE OWNER. NOT RESULT IN A COST '' CON3DLTIld&E�&INEE$D�& PLLC KCE Consulting Engineering PLLC l� 25. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO 325 Gold St, Suite#604, Brooklyn, NY 11221 COMPLETE THE WORK OR TO MAKE PARTS COMPATIBLE PROPERLY WITHOUT 347.778.5908 PROTECT AND SUPPORT EXISTING COMPROMISING THE QUALITY OF THE WORK. contactkce@kceengr.com LOCATION FOUNDATION WALLS TO REMAIN OF EXISTING 26. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE EXTENT OF DEMOLITION WATER ENTRY INTO HOME ELECTRICAL WITH THE NEW CONSTRUCTION. 49' -7" METER 1245 Old Wood Path Southold, NY 11971 www.r1 BASEMENT DEMOLITION 929.23 .6814architects.com 1/411 = 1'-01' 9. 34.6814 KEY PLAN DOB STAMP LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 DEMOLITION BASEMENT 1/4"= 1'-0" O 10 December 2024 N sFUN ■ SPACE RESERVED DEMOLITION NOTES DEMOLITION LEGEND FOR DOB 1. REMOVE WALLS AS INDICATED. z EXISTING CONSTRUCTION 2. ELECTRICAL RECEPTACLES IN WALLS SCHEDULED TO BE REMOVED SHALL BE REMOVED 3. PROVIDE TEMPORARY PLASTIC SHEATHING TO PREVENT THE SPREAD OF DUST. — — — — — DOORS/PARTITIONS TO BE REMOVED PLASTIC SHEATHING MUST BE FULLY SEALED AND SHALL NOT BE PASSABLE 4. REMOVE EXISTING WALL AND DOOR. PROTECT ADJACENT WALLS AND FINISHES TO REMAIN CEILING/MILLWORK TO BE REMOVED / 5. REFER TO MEP AND STRUC. DRAWINGS FOR ADDITIONAL ITEMS TO BE REMOVED 6. BOULDERS, PLANT AND TREE REMOVAL WILL BE COMPLETED BY OWNER EXISTING FLOORING TO BE REMOVED, / PROVIDED PRIOR TO THE START OF CONSTRUCTION. L / 7. PROVIDE FOR RE-GRADING AND REBUILDING THE DRIVEWAY; REWORK POOL / PATIO AS NEEDED 8. DEMOLISH ALL ITEMS AS SHOWN ON THE DRAWINGS TO ITS FULLEST EXTENT. EXISTING FLOORS, STRUCTURE, WALLS, AND EXTERIOR STEPS AND RAILING ARE A TO REMAIN AND BE PROTECTED. ANY BEARING WALL TO BE REMOVED TO BE / BRACED AS NECESSARY. / 9. ALL DOORS IN THE EXISTING EXISTING HOME TO BE SALVAGED AND PROTECTED FOR REUSE. / 10. ALL DEMOLISHED BRICK THROUGHOUT THE PROJECT TO BE SALVAGED AND / PROTECTED FOR REUSE; MOVE INTO OWNER DESIGNATED LOCATION AT THE / END OF THE PROJECT. 11. ALL PAVERS TO BE SALVAGED FOR REUSE; OWNER TO PROVIDE AN ACCEPTABLE APPLICATION #: LIVING ROOM LOCATION FOR PAVERS./ / 12. ALL WOOD PANELING AT EXISTING PORTION OF HOUSE TO BE SALVAGED FOR SCAN #: / INFILL. / 13. SPECIAL CARE SHOULD BE GIVEN TO PREVENT ANY DAMAGE TO THE ROOF. REVISION # DATE DESC. / PROVIDE FOR SMALL REPAIRS TO EXISTING ROOF. REPLACING THE ROOF IS NOT / IN THE SCOPE OF THIS WORK RELOCATE / LIGHT SWITCH TO / 14. THE EXISTING HOUSE HAS A SEPTIC SYSTEM, POOL, GENERATOR AND EXISTING NEW WALL UTILITIES. SPECIAL CARE SHOULD BE TAKEN TO ASSURE NONE OF THESE ARE / DISRUPTED DURING CONSTRUCTION. EXISTING DEMOLISH M 15. THE EXISTING EXTERIOR PATIO AND CONCRETE WALKWAY ARE TO BE DEMOLISH BEARING WALL; SLAB / / PROTECTED AND MODIFIED TO ALIGN WITH THE HOUSE. PROVIDE TEMPORARY STRUCTURE / 16. PROVIDE ALLOWANCE FOR TEMPORARY PROTECTION AND SCAFFOLDING AS UNTIL NEW BEAM INSTALLED; / j / REQUIRED. SALVAGE BRICK AT THIS LOCATION % AND MOVE INTO BASEMENT AT THE i / / 17. CONTRACTORS SHALL VIF ALL EXISTING CONDITIONS AND VARIANCES PRIOR TO FINISH CF PROJECT SALVAGE WOOD CORNER EDGING / SUBMITTAL. CONTRACTOR WILL OBTAIN PERMITS AND NOTICES AUTHORIZING —WHERE CHILD_ �� j/ ; : WORK. THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF HEIGHTS MEASURED " ' ' ' ' B INSURANCE WITH THE DEPARTMENT OF BUILDINGS AND PROVIDE ANY AND ALL 4 i BONDS REQUIRED BY CITY AGENCY IN ORDER TO DO THE WORK HERE IN � i DESCRIBED. ' /BATHROOM i MASTER BATH PERMIT DRAWINGS \ / O ' 18. ALL WINDOWS ARE TO REMAIN CLOSED AND SIGNS ARE TO BE POSTED ON SITE. ' 19. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON SITE. DEBRIS SHALL BE CL / REMOVED BY THE CONTRACTORS. AS THE JOB PROCEEDS THE SITE SHALL BE Peconic Surveyors, P.C. / 3 LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION. P.O. Box 909 Southold, NY 11971 FO ER/HALLWAY i ; ' 20. THE CONTRACTOR WILL HAVE AN ELECTRICIAN ON STANDBY FOR DEMOLITION AS P: 631-765-5020 REQUIRED TO COMPLETE INDICATED SCOPE. F: 631-765-1797 11 Email: peconicsurvey@optonline.net 21. ALL PENETRATIONS IN FLOOR SLABS, FLOOR DECK ABOVE, COLUMN CLOSURES U__ / \ � OR RATED WALLS TO BE FIXED AND FIRE STOPPED AS NECESSARY FOR �/ \\ // � �/ \ REQUIRED FIRE RATING UNO. DEMOLISH STEP; DEMOLISH SHELVING I \ SALVAGE BLUESTONE AND PAVERS ` SALVAGE ALL CLOSET 22. CONTRACTOR IS TO IDENTIFY ANY EXISTING UNKNOWN CONDITIONS THAT WERE ` >.. CL CL DOORS FOR REUSE PREVIOUSLY CONCEALED AND BRING THEM TO THE ARCHITECT'S ATTENTION a I I \ IMMEDIATELY IN THE FORM OF AN RFI p DINING ROOM i MASTER BEDROO \ — 23. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY AZA Engineering LLC 1 X OF THE BUILDING DURING DEMOLITION AND CONSTRUCTION. 221 W 37 St 6th FL <1 artemz@azaeng.com ` 24. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING CONDITIONS TO REMAIN (212) 517-1364 DEMOLISH SHELVING; o o SO AS TO PROVIDE A SEAMLESS TRANSITION BETWEEN NEW AND OLD. THE i I / RELOCATE TV ' CONTRACTOR IS TO INSPECT THE AREA PRIOR TO THE PATCHING AND REPAIRING TO ENSURE THE DIMENSIONS, MATERIALS,AND CONDITIONS OF THE EXISTING ,r \\ \\\ SALVAGE EXISTING WALL AND NEW WORK IS COMPATIBLE. FAILURE TO DO SO WILL NOT RESULT IN A COST SCONCE ` TO THE OWNER. " KITCHEN GUEST BEDROOM ! CL , CONSULTING ENGINEERING PLLC 25. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE PARTS COMPATIBLE PROPERLY WITHOUT KCE Consulting Engineering PLLC COMPROMISING THE QUALITY OF THE WORK. 325 Gold St, Suite#604, Brooklyn, NY 11221 17 -7 — — — ' 347.778.5908 o o O � CL `� 26. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE EXTENT OF DEMOLITION contactkce@kceengr.com O O O WITH THE NEW CONSTRUCTION. : PROTECT EXISTING CABINETRY TO DEMOLISH WALL 1245 Old Wood Path REMAIN; SEAL EXISTING KITCHEN FROM UP TO CEILING Southold, NY 11971 J THE REMAINDER OF CONSTRUCTION --\\)V / ONCE THE WALL COMES DOWN DEMOLISH WALL AND CLOSET / www.redesignarchitects.com FOR NEW WINDOWS; RE: ELEVATIONS 929.234.6814 FOR LOCATION; PROVIDE NEW LINTEL FOR WINDOWS; SALVAGE BRICK AT / \ DEMOLISH EXTENT OF PAVING AND CURBING THIS LOCATION AND MOVE INTO / \ NECESSARY FOR ADDITION; PROTECT THE REMAINDER BASEMENT AT THE FINISH OF KEY/ Y \ `\ OF PAVING; LAY DOWN PROTECTION FOR PAVING; PROJECT PLAN / SALVAGE PAVERS FOR FUTURE USE ` \ DEMOLISH EXISTING CHAIN LINK FENCE;POOL \\ \\ TO REMAIN ENCLOSED THROUGHOUT \ CONSTRUCTION; PROVIDE A TEMPORARY BARRIER UNTIL NEW \ / \ FENCE IS INSTALLED. DEMOLISH EXISTING STEPScx T DOB STAMP I \ / LEVY RESIDENCE n LEVEL 1 DEMOLIT_IO `� / 405 SOUNDVIEW AVE 1/4" = 11-011 / MATTITUCK, NY 11952 PROTECT EXISTING SITE WALL DEMOLITION FIRST FLOOR � J 1/4"= 1'-0" O 10 December 2024 N SPACE RESERVED 3 -450.0 FOR DOB 24'-2" 26' _3 /2" 2 1 FOUNDATION MOTES GENERAL NOTES 1 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, FIRE DEPARTMENT RULES STRUCTURAL DRAWINGS TO TAKE PRECEDENT OVER NOTES BELOW. AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE REQUIRED DEPTH BELOW THE FINAL GRADE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 2. SOIL BEARING PRESSURE ASSUMED TO BE PER GEOTECHNICAL. REPORT AND PAY ALL FEES REQUIRED BY THE GOVERNING NEW YORK CITY AGENCIES. A 3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE MINIMUM OF 4" GRANULAR MATERIAL COMPACTED TO 95% 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT B REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE b WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE 4. CONCRETE: REFER TO STRUCTURAL DRAWINGS A. BASEMENT WALL AND FOUNDATIONS NOT EXPOSED TO WEATHER: DRAWINGS. MECHANICAL RM \ BATHROOM 2500 PSI MIN B. BASEMENT AND INTERIOR SLAB ON GRADE: 2500 PSI 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE B7 B5 42SF 46SF C. BASEMENT WALLS AND FOUNDATION AND EXPOSED TO WEATHER: PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE 3000 PSI MIN PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL cL D. PORCHES STEPS AND CARPORT SLABS EXPOSED TO WEATHER: DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR 3500 PSI MIN ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR 46SF SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR (AS PER UBC APPENDIX CH 26 TABLE A-26-A) INJURIES CAUSED BY OR DURING THE EXECUTION OF THE UP A WORK. - //// / //i ji%/ % 5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25 FEET(MAXIMUM) INTERVALS EACH WAY. 5. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: SECOND MEANS 6. REINFORCING STEEL TO BE A-615 GRADE 40. WIRE WELDED WIRE MESH PLUMBING, ELECTRICAL, ETC. i OF EGRESS TO BE A- 185. 6. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED / SHALL REMAIN FREE OF OBSTRUCTIONS - 7. EXCAVATE SITE TO PROVIDE A MINIMUM OF 18 INCHES CLEARANCE IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN APPLICATION #: UNDER ALL GIRDERS THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. EXISTING WATER 8. PROVIDE 6 MILL BLACK VISQUEEN AND EXTEND UP FOUNDATION WALLS SCAN #: ENTRY TO HOME RECREATION ROOM STORAGE / TO PT MUD SILL 7. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS 342 SF 172 SF 62 LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND REVISION # DATE DESC. 9. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL NATURALLY DECAY RESISTANT OR PROTECTED WITH 55 POUND ROLL ROOFING REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. STORAGE/LAUNDRY BI NO WORK THIS LEVEL MINIMUM 282SF 8. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, 10. BEAM IN CONCRETE TO HAVE HALF INCH AIR SPACE OUTSIDE AND ENDS PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK WITH A MINIMUM BEARING OF 3 INCHES. INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY 19'- 11 1/2" 17'-3" 12' -5" BE REQUIRED TO COMPLETE THE JOB. /01 11. 4 INCH MINIMUM CONCRETE SLAB WITH BROOM FINISH FOR BASEMENT ON FIRM UNDISTURBED OR COMPACTED SOIL. SLOPE TO DRAIN AT A QUARTER 9. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF 7 INCH PER FOOT AWAY FROM BUILDING FACE CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. cL sBF 12. INSTALL A PASSIVE SUB-MEMBRANE DEPRESSURIZATION SYSTEM FOR 10. CONTRACTOR TO PROVIDE FUNCTIONING FIRE EXTINGUISHERS �' ' DN RADON GAS MITIGATION. INSTALL A THREE OR FOUR: TEE FITTING UNDER THE AND SMOKE ALARMS DURING THE DURATION OF THE WORK. ` C / VAPOR BARRIER THAT CONNECTS TO A PIPE RUNNING VERTICALLY THROUGH 11. ALL DIMENSIONS ARE TO THE FINISHED FACE OF GWB, U.O.N. % �� THE HOUSE AND TERMINATING THROUGH THE ROOF AS PART OF THE MITIGATION SOLUTION. ALSO SEAL ALL OPENINGS/PENETRATIONS BETWEEN THE FLOOR 12. BACKFLOW PREVENTER MUST BE INSTALLED ON ALL SINGLE \ ` I LEVEL AND THE CRAWLS PACE/BASEMENT. ALL DUCTWORK IN BASEMENT ARE TO PROTECT AND SUPPORT EXISTING i LOCATION BE PERFORMANCE TESTED. VAPOR BARRIER TO BE SEALED WHERE LEVER FAUCETS, SHOWER BODIES AND WET APPLIANCES. \\ `\ 14' -9 1/2" FOUNDATION WALLS TO REMAIN OF I EXISTING PENETRATED. BASEMENT/CRAWLSPACE ACCESS TO BE GASKETED. VENTILATION \ \ I ELECTRICAL OPENINGS SHALL COMPLY WITH SECTION R408.1. OPERABLE LOUVERS, DAMPERS \\ .49'-7" METER OR OTHER MEANS OF TEMPORARILY STOP THE VENTILATION SHALL NOT BE PERMIT DRAWINGS PERMITTED \ \ I EXISTING ELECTRICAL \\ \\ I PANEL 13. PROVIDE FAMCO FOUNDATION VENTS EVERY 10 FEET OF FOUNDATION ` \ i WALL Peconic Surveyors, P.C. ` \ I P.O. Box 909 14. ALL FILL TO BE CARTED AWAY Southold, NY 11971 \ \ P: 631-765-5020 F: 631-765-1797 2 PLAN LEGEND Email: peconicsurvey@optonline.net -450.0 \\ \\\ EXISTING CONSTRUCTION TO REMAIN NEW PARTITIONS \ I , t `\ \ -----------, \ \\ AREA OUTSIDE OF SCOPE AZA Engineering LLC \ \ 221 W 37 St 6th FL --------- .,.. `' I artemz@azaeng.com (212)517-1364 MILLWORK \ HEU") \` C0N3DLTIKG EHGINEEQIH6 PLLC \ \ I I KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 \ `\ 347.778.5908 contactkce@kceengr.com cli \ \ I I \\ I 1245 Old Wood Path -450.0 N Southold, NY 11971 \\ \ I I \\ \\ NEW FOUNDATION; i i www.redesignarchitects.com \\ `\ RE: STRUC i I 929.234.6814 \ \ I \ \ I I \ \ I I \ I I KEY PLAN \ \ I I \ ---------------------------------------------- ---------� \ I -- ------------------------------------------- ---------- I 7 23' - 10 1/2" DOB STAMP BASEMENT/ FOUNDATION PLAN n PROPOSED LEVY RESIDENCE 1/4" = 1'-0" 405 SOUNDVIEW AVE MATTITUCK, NY 11952 BASEMENT/ FOUNDATION PLAN O 1/4"= 1'-01, 10 December 2024 N A-1 00.00 3 2 1 / SPACE RESERVED / FOR DOB / GENERAL NOTES ' 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE A BEST TRADE PRACTICES. 1 / 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE / ALL REQUIRED INSURANCE CERTIFICATES WITH THE / DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING NEW YORK / CITY AGENCIES. / 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT 24' -2" 26'-3 1/2" REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE / WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. LIVING ROOM / � ]SF / 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 43( r PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE 3 ! _ PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL -450.0 / j DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR / o ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR I j 04 SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR / INJURIES CAUSED BY OR DURING THE EXECUTION OF THE / WORK. / 5. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICAL, ETC. 6. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN APPLICATION #: THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED N PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. SCAN #: L? / / / ./ , 7. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND REVISION # DATE DESC. OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL b — / REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. / 8. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, /BATHROOM MASTER BATH PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK S 35 SF 44 SF / Ex ° INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY O Q BE REQUIRED TO COMPLETE THE JOB. CL / 3 9. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF 8 s- t i CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 10. CONTRACTOR TO PROVIDE FUNCTIONING FIRE EXTINGUISHERS / AND SMOKE ALARMS DURING THE DURATION OF THE WORK. PANTRY 108 11. PROVIDE LEVEL 4 FINISH AT ALL WALLS ACCORDING TO ASTM C 2 SF 840 / FOYER/HALLWAY 18)1 7 7 12. ALL CABINETRY TO BE CONSTRUCTED IN ACCORDANCE WITH A-103.01 T 2 EX 6 CL CL y _ "PREMIUM" GRADE WORKMANSHIP CRITERIA PER 116 — — — Ex— 7 — -Ex— INFILL EXISTING WINDOW; ARCHITECTURAL WOODWORK INSTITUTE SPECIFICATION. 7 NEW CABINETS TO BE BUILT 2 117 I�, N PERMIT DRAWINGS TO MATCH EXISTING FOR 6' -7" I 119 13. DURING FLOOR SANDING AND FINISHING, ALL ELECTRICAL DINING ROOM MASTER BEDROOM OUTLETS AND DEVICES ARE REQUIRED TO BE COVERED AND REMOVED PANTRY CABINET Ex II PROTECTED TO FIRE FROM AVOID DUST PENETRATING THE 121 SF 7 ' \ 176 SF Peconic Surveyors, P.C. lvJl ELECTRICAL DEVICES. P.O. Box 909 11971 MODIFY CABINET; MAKE DW ° I sO\ 14. ALL DIMENSIONS ARE TO THE FINISHED FACE OF GWB, U.O.N. Southold,P: 631-765 F: 631-765-1797-5 20 OPENING I l 797 WIDER SO SPACE: FLOWS; LE 15. BACKFLOW PREVENTER MUST BE INSTALLED ON ALL SINGLE FLOOR WOULD BE SAME 10 LEVER FAUCETS, SHOWER BODIES AND WET APPLIANCES. Email: peconicsurvey@optonline.net LEVEL LOUNGE 120 107 GUEST BEDROOM CAL KEYNOTES .� 167 SF KITCHEN EX 52 EX 163 SF .7 261SF �� `� 74 a Th O O 145 SF I � e..; `c 130 l 1 2 INSTALL OWNER PROVIDED FLOORING AT FOYER LOUNGE, AND ,\ EXTEND PAVING � , I � CLOSET; CLE TILE SLATE MODERNIST MOSAIC OVER EXISTING ' rj STRUCTURAL SLAB; FINAL THICKNESS AND LAYOUT TO BE 113 / i i / f,' ,r/i , ; O AZA Engineering LLC IN THIS LOCATION WITH �/� � DETERMINED WITH ON SITE MOCK-UP; NO INSTALLATION IS 221 W 37 St 6th FL SALVAGED PAVERS. PERMITTED WITHOUT ARCHITECT APPROVED SUBMITTALS AND artemz@azaeng.com 1 ARCHITECT APPROVED MOCKUP; PATCH FLOOR SLAB AS REQUIRED (212) 517-1364 T FOR LEVEL FLOOR; SUBMIT GROUT SAMPLES WOOD FLOORING: PC HARDWOOD FLOORS PREFINISHED 18 N O ENGINEERED OAK PEARL 1/2"X 7-1/2" HALLMARK SUBMIT SAMPLES; FILL IN EXISTING HOLE FOR PROVIDE SOUNDPROOFING UNDERLAY. NEW SUBFLOORING LO VENT O co WITH SALVAGEDIBRICK THROUGHOUT %' CONSDLTING ENGINEERING PLLC \" O GARAGE FLOORING TO BE POURED DURAFLEX EPDXY FLOORING. KCE Consulting Engineering PLLC SITTING ROOM 6' -7109 325 Gold St, Suite#604, Brooklyn, NY 11221 297 SF N 5 347.778.5908 O PROVIDE TREX DECKING AT ROOFTOP DECK. contactkce@kceengr.com WALL AT EXISTING KITCHEN/PANTRY TO BE SALVAGED WOOD; --__- 123 6' -4" — s INSTALL TO APPEAR SEAMLESS; PANTRY TO RECEIVE ADJUSTABLE MELAMINE SHELVING UP TO 8' 107 - \ �, O ALL O ABOVE.OS 1 1/2 ROD AND PAINTED WOOD 108 - CLOSETS TO RECEIVE A — —O cfl MUDROOM 1245 Old Wood Path LAUNDRY W 1 OATCL O 1 a7S $ DEMOLISH SLAB FOR NEW STAIR; SEE STRUC. Southold, NY 11971 31 SF -1 s6 — 1 7- -5" 9 CREATE NEW OPENING FOR CLOSET DOORS www.redesignarchitects.com ------------ a 929.234.6814 REMOVE/SALVAGE WOOD PANEL AND DOORS; PROVIDE SEAML ESS PATCH AND NEW GWB WALL 1 __ 0 2N FL( OR TAI S 6'-3" — ECH 106 48 M14 F 1 1 121 KEY PLAN IV WN 28 ., �,-, ALL TEMPERED GLAZING SHALL BE PROVIDE PER R310.4,3 OF THE 2020 NYS RESIDENTIAL CODE �: 04 A-400.00 ih EJ UP ;; 0 POWDER R � 1 � Cl)4 103 1 103 29iSF o 1 PLAN LEGEND LO 2'-9" 3 -401.00 � ° - / �. O o GARAGE110 N ` EXISTING CONSTRUCTION TO REMAIN EO 22 CL \ 38�SF NEW PARTITIONS 78 s 1 J AREA OUTSIDE OF SCOPE 16 2 (V 6 LEVEL 1 PROPOSED DOB STAMP MILLWORK 25 FOYER _ 197SF 7 111 N LEVY RESIDENCE Eo EXISTING 405 SOUNDVIEW AVE MATTITUCK, NY 11952 LANDSCAPE 6'-7" WALL; PROTECT IN PLACE 101 \� 5 FIRST FLOOR PLAN SM 1/4" V0 s 124 10 December 2024 N M I 01 woo 2'- 11 1/2" 8" 19' -6 1/2" 18' -2" SPACE RESERVED GENERAL NOTES FOR DOB 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING NEW YORK CITY AGENCIES. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4. 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 AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 5. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICAL, ETC. '� 6. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED 3 2 IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 3 THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED APPLICATION #: -450.0 PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 7. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS SCAN #: LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REVISION # DATE DESC. REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 8. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 9. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 10. CONTRACTOR TO PROVIDE FUNCTIONING FIRE EXTINGUISHERS AND SMOKE ALARMS DURING THE DURATION OF THE WORK. 11. PROVIDE LEVEL 4 FINISH AT ALL WALLS ACCORDING TO ASTM C 840 12. ALL CABINETRY TO BE CONSTRUCTED IN ACCORDANCE WITH "PREMIUM" GRADE WORKMANSHIP CRITERIA PER ARCHITECTURAL WOODWORK INSTITUTE SPECIFICATION. 13. DURING FLOOR SANDING AND FINISHING, ALL ELECTRICAL PERMIT DRAWINGS 3' -2" 5'-9" 3'-2" OUTLETS AND DEVICES ARE REQUIRED TO BE COVERED AND PROTECTED TO FIRE FROM AVOID DUST PENETRATING THE ELECTRICAL DEVICES. AT ROOF Peconic Surveyors, P.C. VELUX SKYLIGHTS 14, ALL DIMENSIONS ARE TO THE FINISHED FACE OF GWB, U.O.N. P.O. Box 909 Southold, NY 11971 15. BACKFLOW PREVENTER MUST BE INSTALLED ON ALL SINGLE P: 631-765-5020 OO LEVER FAUCETS, SHOWER BODIES AND WET APPLIANCES. F: 631-765-1797 Email: peconicsurvey@optonline.net 2 -450.0 KEYNOTES SEE ROOF INSTALL OWNER PROVIDED FLOORING AT FOYER, LOUNGE, AND A-401.00 PLAN FOR DETAILS CLOSET; CLE TILE SLATE MODERNIST MOSAIC OVER EXISTING T , 1 STRUCTURAL SLAB; FINAL HICKNESS AND LAYOUT TO BE ; rt, g ; 4 DETERMINED WITH ON SITE MOCK-UP; NO INSTALLATION IS PERMITTED WITHOUT ARCHITECT APPROVED SUBMITTALS AND AZA Engineering LLC ARCHITECT APPROVED MOCKUP; PATCH FLOOR SLAB AS REQUIRED 221 W 37 St 6th FL FOR LEVEL FLOOR; SUBMIT GROUT SAMPLES artemz@azaeng.com (212) 517-1364 �o WOOD FLOORING: PC HARDWOOD FLOORS PREFINISHED DN WET BAR U° O ENGINEERED OAK PEARL 1/2"X 7-1/2" HALLMARK; SUBMIT SAMPLES; PROVIDE SOUND PROOFING UNDERLAY. NEW SUBFLOORING wr 203 6 1 O 69SF THROUGHOUT C! A-400.0 O GARAGE FLOORING TO BE POURED DURAFLEX EPDXY FLOORING. CONSULTING ENGINEERING PLLC OKCE Consulting Engineering PLLC PROVIDE TREX DECKING AT ROOFTOP DECK. 325 Gold St, Suite#604, Brooklyn, NY 11221 2ND FL LIVING RM 347.778.5908 201 O WALL AT EXISTING KITCHEN/PANTRY TO BE SALVAGED WOOD; contactkce@kceengr.com 204 SF 3 -401.00 INSTALL TO APPEAR SEAMLESS; PANTRY TO RECEIVE ADJUSTABLE A-401.0 2 T % MELAMINE SHELVING UP TO 8' qkq 206 7O ALL OTHER CLOSETS TO RECEIVE A 1 1/2ROD AND PAINTED WOOD SHELF ABOVE. 201 TV 8 DEMOLISH SLAB FOR NEW STAIR; SEE STRUC. 1245 Old Wood Path D FLOOR CL o 202 20 05 --4 0 9 CREATE NEW OPENING FOR CLOSET DOORS Southold, NY 11971 REMOVE/SALVAGE WOOD PANEL AND DOORS; PROVIDE SEAMLESS www.redesignarchitects.com 200 203 2ND FL CL PATCH AND NEW GWB WALL 929.234.6814 �17'-7" 206 70 OF o 1 — 2ND FL BAT ALL TEMPERED GLAZING SHALL BE PROVIDE PER R310.4,3 OF THE 2020 T I zoa NYS RESIDENTIAL CODE KEY PLAN 64 SF �r 2ND FL OFFICE 200 1 143sFPLAN LEGEND 2ND FL CL 2 5 129 8 SF EXISTING CONSTRUCTION TO REMAIN —� NEW PARTITIONS PIER CAP BELOW AREA OUTSIDE OF SCOPE i MILLWORK 1 DOB STAMP LEVY RESIDENCE n LEVEL 2 PROPOSED 405 SOUNDVI EW AVE MATTITUCK, NY 11952 SECOND FLOOR PLAN 1/4"= 1'-0" O 10 December 2024 N GENERAL NOTES SPACE RESERVED A 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FOR DOB NEW YORK STATE BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING NEW YORK CITY AGENCIES. 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4. 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 AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 5. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICAL, ETC. 6. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 7. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS APPLICATION #: LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL SCAN #: REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 8. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REVISION # DATE DESC. PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 9. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 10. CONTRACTOR TO PROVIDE FUNCTIONING FIRE EXTINGUISHERS AND SMOKE ALARMS DURING THE DURATION OF THE WORK. 1 11. PROVIDE LEVEL 4 FINISH AT ALL WALLS ACCORDING TO ASTM C 840 12. ALL CABINETRY TO BE CONSTRUCTED IN ACCORDANCE WITH "PREMIUM"GRADE WORKMANSHIP CRITERIA PER ARCHITECTURAL WOODWORK INSTITUTE SPECIFICATION. 13. DURING FLOOR SANDING AND FINISHING, ALL ELECTRICAL OUTLETS AND DEVICES ARE REQUIRED TO BE COVERED AND PROTECTED TO FIRE FROM AVOID DUST PENETRATING THE REPLACE EXISTING SKYLIGHT TO MATCH NEW ADDITION ELECTRICAL DEVICES. PERMIT DRAWINGS SKYLIGHTS 14. ALL DIMENSIONS ARE TO THE FINISHED FACE OF GWB, U.O.N. 15. BACKFLOW PREVENTER MUST BE INSTALLED ON ALL SINGLE Peconic Surveyors, P.C. LEVER FAUCETS, SHOWER BODIES AND WET APPLIANCES. P.O. Box 909 Southold, NY 11971 ___.-._.._..___ 16. INSTALL PER MANUFACTURE SPECIFICATION ON HALF-INCH CD P: 631-765-5020 X. PLYWOOD SHEATHING ON 2 X 8 RAFTERS/PRE-ENGINEERED F: 6 -1797 -- _ — PROVIDE WALK PADS TRUSS 24 INCHES ON CENTER UNO; SEE STRUCTURAL Email:l: pececonicsurvey@optonline.net DRAWINGS C 17. ROOF PITCH TO BE MIN 5:12 UNLESS NOTED OTHERWISE GUTTER -- - e> ------ -- .... 18. 24 INCH OVERHANG AT EAVES UNLESS NOTED OTHERWISE ROOF DRAIN — 10 ROOF DRAIN; 19. PROVIDE TWO BY BLOCKING WITH 2 X 12 SCREEN VENTS AT 6 L Na< I z&l ------ SLOPE 1:40 FOOT ON CENTER MINIMUM OR IF SOFFIT IS INSTALLED USE 1/2" _ CDX PLYWOOD VENTED SOFFIT; SEE PLAN AZA Engineering LLC - 221 W 37 St 6th FL ----------------------------- 7 O 20. PROVIDE INSULATION BAFFLE AT EAVE VENTS artemz@azaeng.com GUTTER 21. ROOF VENTILATION MINIMUM AREA: THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN ONE 250 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL �' �' AREA IS PERMITTED TO BE REDUCED TO 1 TO 300, PROVIDED ATC E - o o � � o LEAST 50%AND NOT MORE THAN 80%OF THE REQUIRED 2 VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED ON - CONSULTING ENGINEERENG PLLC -450.0 0, THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT KCE LEAST 3 FEET ABOVE EVE OR CORNICE VENTS WITH A BALANCE Consulting Engineering PLLC 325 OF THE REQUIRED VENTILATION PROVIDED BY EVE OR CORNICE 25 Gold St, Suite#604, Brooklyn, NY 11221 FENCE AS AN ALTERNATIVE THE NET FREE CROSS VENTILATION 347.778.5908 contactkce@kceengr.com AREA MAY BE REDUCED TO 1 TO 300 WITH A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING ONE PERMIT INSTALLED ON THE WARM SIDE OF THE CEILING WHERE EVE OR CORNICE VENTS ARE INSTALLED INSULATION SHALL NOT BLOCK ........... . ..._..._......................................_._.._....._. -...._.--__..........-..._.._.........__................................._................_.- THE FREE FLOW F O O AIR A MINIMUM OF 1 INCH SPACE SHALL BE PROVIDED B ........................................................... .................. ETWEEN T E IN L ............... .... .......................__.... ______-............................................._...... ............ _....... ........_... ....._.... ........... ............... ........_. _..........__............_..__..... ......................._................_._... .............__...............,. H SU ATION AND THE ROOF ........................ . ........... ........................_... _........_ ......__ ..........._................. ...._... _...... KITCHEN EXHAUST SHEATHING AT THE LOCATION OF THE VENT. ROOF ACCESS A ------.............._.........._...................._ _ _ ............_._......................... ...--................... ....................................... ._....... ........._ ....-- .........- ..........-_...._... ..................................... ---- READILY ACCESSIBLE ATTIC ACCESS FRAMED OPENING NOT 1245 Old Wood Path LESS THAN 22"X 30" SHALL BE PROVIDED TO ANY OF THE ATTIC -- Southold, NY 11971 AREA HAVING A CLEAR HEIGHT OF OVER 30 INCHES SEE FLOOR ............................................................................................................................................. ..................... ....... 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LEVY RESIDENCE -.........------------------- — 7 ------------.............................................. ................__...... ............................ -----------------------------------......_. _. . - -- MATTITUCK, NY 11952 N ROOF PLAN TOILET EXHAUST O ROOF 1/4"= V-0" 1 1/4" - 1'-0" 10 December 2024 N 25 -9 1/2" 7� Awl SPACE RESERVED RCP MOTES FOR DOB NOT IN SCOPE EXISTING CONSTRUCTION TO REMAIN ® SMOKE DETECTOR SECURITY CAMERA @ HEAT DETECTION 1. ALL FIXTURES ACTIVATED WITH OCCUPANCY SENSORS; COORD. W/ELEC. DRAWINGS LIVING R M 100 2. ALL HEIGHTS ARE FROM FINISH FLOOR TO UNDERSIDE OF FIXTURE 496 F 3. EXISTING DIMENSIONS AND CONDITIONS ARE TO BE VERIFIED IN FIELD AND �` COORDINATED WITH ALL NEW WORK j S j 4. USE SAG RESISTANT GWB AT CEILINGS j5. ALL GWB CEILINGS ARE TO BE INSTALLED CODE REQUIRED SUPPORTS 6. LOCATE ACCESS PANELS AS REQUIRED FOR ACCESS TO BUILDING SYSTEMS IN FIELD WITH ARCHITECT j j APPLICATION #: LIGHT FIXTURE SCHEDULE SCAN #: ALL LIGHTING TO BE OWNER SUPPLIED; GC INSTALLED j REVISION # DATE DESC. B GC TO REVIEW ALL NEW LIGHTING LOCATIONS WITH OWNER PRIOR TO INSTALLATION BA HROOM ' EX / MASTER BATH L-1 NOT USED 35 SF EX 44 SF L-2 GARAGE SURFACE MOUNTED LED FIXTURE 9 INCH 18W LED FLUSH MOUNT \ CL j CEILING LIGHT FIXTURE WHITE OL4 Ex 8SF FOYER/HALLWAY , ;,;- , L_3 FOYER LIGHT: ETSY 50" HAMMERED PENDANT LIGHT BRASS-UNIQUE IN 0 Ex HANDMADE CHANDELIER LIGHT BRASS / 239 SF PANTRY ' 1 08 L-4 RECESSED LED LIGHT SUNCO LIGHTING 6 INCH ULTRA THIN LED ® RECESSED CEILING LIGHT, 3000K WARM WHITE, DIMMABLE 14W=100W, / SMOOTH TRIM DAMP RATED, CANLESS WAFER THIN WITH JUNCTION BOX-ENERGY STAR; 6 PACK cL 0 ' ING ROOM L4 11ESF L4 CL Ex L4 \ INSTALL 2 L-5 UNDERCABINETLIGHTING ( ) PERMIT DRAWINGS Ex j ' NEW WALL SCONCES 1 SF 0 REVIEW WITH OWNER L4 PRIOR TO INSTALLATION L-6 LEVEL 2 BATHROOM SCONCE Peconic Surveyors, P.C. L9 INSTALL P.O. Box 909 NEW USB OUTLETS BELOW L-7 CEILING VENT-PANASONIC FV-15VQ5 White WhisperCeiling 150 CFM 0.3 Southold, NY 11971 Sone Ceiling Mounted Energy Star Rated Bath Fan; VENT TO EXTERIOR; P: 631-765-5020 PROVIDE SEPARATE SWITCH FOR ITEM MASTER BEDROOM F: 631-765-1797 KITCHEN EX e—L4 EX 0 L4 176 SF L-8 POWDER ROOM LIGHT: WORLEY'S LIGHTING WREN ADA SCONCE Email: peconicsurvey@optonline.net 145SF GUEST BEDROOM EX WALNUT WOOD WITH BRUSHED SILVER NICKEL 163 SF 3..0 L-9 SECURITY LIGHT ' e j L4 OL4 ' / ' \ \\L4 e L-10 LED UNDER CABINET LIGHTING, HARDWIRED BY WAC LIGHTING 30" / � � AZA En ineerin LLC C L-11 EXTERIOR WALL SCONCES ALUMILUX LINE LINEAR 120V OUTDOOR 221 W 37 St 6th FL \� WALL SCONCE BY ET2 BLACK 24"TALL artemz@azaeng.com (212)517-1364 [IC ' E 7 8 DOTES 'r CO��DLTIN6 ENGINEERING PLLC 1. ALL EXISTING SMOKE ALARMS AT HISTORIC PORTION OF HOME TO BE ' ` DOOR ACTIVATED INTERCONNECTED WITH THE NEW SMOKE ALARMS. SENSOR; KCE Consulting Engineering PLLC W/OCCUPANCY 2. PROVIDE AMERELLE ELAN BRUSHED NICKEL CAST WALLPLATES AND OUTLET 325 Gold St, Suite#604, Brooklyn, NY 11221 �\ SHUTOFF REINSTALL SALVAGED COVERS THROUGHOUT 347.778.5908 contactkce@kceengr.com XWALL SCONCE FROM 3. PROVIDE GWB UNDERSIDE OF STAIR WITH INSULATION. 4. CEILING FINISHES: 5/8" PAINTED GWB TO A LEVEL 4 FINISH OVER PRIMER ' �a 5. IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR 0-1-4 FINISH AND LABELED TO INDICATE <_2.0 CFM LEAKAGE AT 75 PA. 1245 Old Wood Path LAUNDRY 6. 90% OR MORE OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS. Southold, NY 11971 L40 105 L4 0 L40 www.redesignarchitects.com l�J COATCL 7. PROVIDE HEAT DETECTION IN GARAGE L10 1106 \ 929.234.6814 L9 1.40 0 L4 OL4 0 KEY PLAN d ` w L11 L4\\ L7 L4 @ 0 UNDERSIDE POWDER RM OF STAIRS 103 29 SF L8 L2 \�� 0 L4 GARAGE DOOR TRACK \ L4\ a 0 LU DOOR ACTIVATED L11 ` SENSOR; W/OCCUPANCY @ L9 DOB STAMP � ® SHUTOFF L4 LEVY RESIDENCE ` I EQ EQ 405 SOUNDVIEW AVE MATTITUCK, NY 11952 71 REFLECTED CEILING PLAN 11— _14 ,�. 10 December 2024 N L1 L11 LEV 1 UNDERSIDE OF ROOF 1 1/4" 10 1 00"', 0 AMA - SPACE RCP MOTES FOR DOB SERVED LIGHT FIXTURE SCHEDULE ALL LIGHTING TO BE OWNER SUPPLIED; GC INSTALLED NOT IN SCOPE GC TO REVIEW ALL NEW LIGHTING LOCATIONS WITH OWNER PRIOR TO INSTALLATION 3 2 EXISTING CONSTRUCTION TO REMAIN L-1 NOT USED ® SMOKE DETECTOR L-2 GARAGE SURFACE MOUNTED LED FIXTURE 9 INCH 18W LED FLUSH MOUNT r4i CEILING LIGHT FIXTURE WHITE LJ SECURITY CAMERA @ HEAT DETECTION L-3 FOYER LIGHT: ETSY 50" HAMMERED PENDANT LIGHT BRASS-UNIQUE HANDMADE CHANDELIER LIGHT BRASS 1. ALL FIXTURES ACTIVATED WITH OCCUPANCY SENSORS; COORD. W/ELEC. DRAWINGS L-4 RECESSED LED LIGHT SUNCO LIGHTING 6 INCH ULTRA THIN LED RECESSED CEILING LIGHT, 3000K WARM WHITE, DIMMABLE 14W=100W, 2. ALL HEIGHTS ARE FROM FINISH FLOOR TO UNDERSIDE OF FIXTURE SMOOTH TRIM DAMP RATED, CANLESS WAFER THIN WITH JUNCTION BOX- ENERGY STAR; 6 PACK 3. EXISTING DIMENSIONS AND CONDITIONS ARE TO BE VERIFIED IN FIELD AND COORDINATED WITH ALL NEW WORK L-5 UNDERCABINET LIGHTING 4. USE SAG RESISTANT GWB AT CEILINGS 5. ALL GWB CEILINGS ARE TO BE INSTALLED CODE REQUIRED SUPPORTS L-6 LEVEL 2 BATHROOM SCONCE I MR 6. LOCATE ACCESS PANELS AS REQUIRED FOR ACCESS TO BUILDING SYSTEMS IN FIELD 2ND FLOOR STAIRS L-7 CEILING VENT-PANASONIC FV-15VQ5 White WhisperCeiling 150 CFM 0.3 WITH ARCHITECT Sone Ceiling Mounted Energy Star Rated Bath Fan; VENT TO EXTERIOR; d 2°F EQ EQ EQ PROVIDE SEPARATE SWITCH FOR ITEM WET BAR w 203 L-8 POWDER ROOM LIGHT: WORLEY'S LIGHTING WREN ADA SCONCE L12 69SF APPLICATION #: WALNUT WOOD WITH BRUSHED SILVER NICKEL L4 L4 ® L4 L4 L-9 SECURITY LIGHT SCAN #: w 27'' -4 1/2" 2ND FL LIVING RM Y 201 SF L-10 LED UNDER CABINET LIGHTING, HARDWIRED BY WAC LIGHTING 30" REVISION # DATE DESC. O O L12 L4 L4 L4 L L-11 EXTERIOR WALL SCONCES ALUMILUX LINE LINEAR 120V OUTDOOR WALL SCONCE BY ET2 BLACK 24"TALL 1011 .:, Ic! t5.. 20 _I,' NOTES L1 1 2ND FL CL L w EQ EQ d 13 SF 06 1. ALL EXISTING SMOKE ALARMS AT HISTORIC PORTION OF HOME TO BE w O L4 INTERCONNECTED WITH THE NEW SMOKE ALARMS. EQ EQ 24� -9 1/2" ww 2. PROVIDE AMERELLE ELAN BRUSHED NICKEL CAST WALLPLATES AND OUTLET OL12 L4 L4 CJ ® COVERS THROUGHOUT 3. PROVIDE GWB UNDERSIDE OF STAIR WITH INSULATION. 2ND FL OFFICE w L4 200 143 SF w 4. CEILING FINISHES: 5/8" PAINTED GWB TO A LEVEL 4 FINISH OVER PRIMER O ® - PERMIT DRAWINGS L4 L4 ® 5. IC-RATED RECESSED LIGHTING FIXTURES SEALED AT HOUSING/INTERIOR L4 FINISH AND LABELED TO INDICATE <_2.0 CFM LEAKAGE AT 75 PA. ''I O 2ND FL BATH Lu a Peconic Surveyors, P.C. 6. 90/o OR MORE OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS. L4 204 sa SF P.O. Box 909 Southold, NY 11971 2k,_MbLML__'ALI 7 PROVIDE HEAT DETECTION IN GARAGE P: 631-765-5020 F: 631-765-1797 L7 BATHROOM EXHAUST Email: peconicsurvey@optonline.net LEVEL 2 RCP11-011 1/411 co 1 \ AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212) 517-1364 ARE % CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com y. 1245 Old Wood Path Southold, NY 11971 www.redesignarchitects.com 929.234.6814 KEY PLAN r u � 1 DOB STAMP LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 REFLECTED CEILING PLAN As indicated CD 10 December 2024 N A=202wOu" 7 / SPACE RESERVED FOR DOB / / POWER/DATA LEGEND --rp�� A / / / N NEW FIXTURE E EXISTING FIXTURE TO REMAIN / R RELOCATED FIXTURE / r LIVING ROOM 100 / 0 WALL MOUNTED DUPLEX, 12"AFF, LINO 436 SF / / SWITCHED WALL MOUNTED DUPLEX, 12"AFF, LINO WALL MOUNTED QUADRAPLEX, 12"AFF, LINO 0 WALL MOUNTED SINGLE POLE, 12"AFF, UNO J�77, NUMANO/Z / 0 DEDICATED (SEE ELEC. PLANS) / r r WALL MOUNTED-ROLLERSHADE POWER, 90"AFF, LINO WALL MOUNTED TELEPHONE APPLICATION177777 #: SCAN #: WALL MOUNTED CAT-6 CABLE Q , REVISION # DATE DESC. \ / WALL MOUNTED RG6 COAXIAL CABLE QUAD SHIELDED /BATHROOM MASTER BATH l� RGBHV, 5 COAXIAL CABLE IN ONE JACKET / EX ' EX ° / / 35 SF 44 SF cL HDMI CABLE Ile"�/ EX- 8sF /t / \ SPEAKER LOCATION, 14 GAUGE, 4 CONDUCTOR GFI PANTRY n LOCAL VIDEO SYSTEM 108 z SF \ �_ MAIN STEREO SYSTEM LOCATION -ALL SPEAKER WIRES FOYER/HALLWAY \ HOME RUN TO THIS LOCATION UNLESS NOTED PROVIDE OUTLET EX cL CL ' UNDER EAVES 239SF _ _ \ I MAIN DATA DISTRIBUTION 11 SF s F \I CONTROL WIRE, SHIELDED CAT-5 DINING ROOM I \ THERMOSTAT EX I \\ MASTERBXDROOM I PERMIT DRAWINGS 121 SF 176 SF I \ INTERCOM Peconic Surveyors, P.C. DW I \ P.O. Box 909 1 \\ Southold, NY 11971 I \ P: 631-765-5020 \\ F: 631-765-1797 GUEST BEDROOM CIL \ Email: peconicsurvey@optonline.net \ KITCHEN EX 52 \ EX 163 SF 261SF \ 145 SF O ' \ e AZA Engineering LLC 221 W 37 St 6th FL ` artemz@azaeng.com O ® ® (212) 517-1364 USB : GFI I[C E \\\ CONSUMNG ENGINEERING PLLC USB KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 GFI 347.778.5908 PROVIDE BUILT IN CHARGING STATION contactkce@kceengr.com GFI ELEC PANELMin W 1245 Old Wood Path — — — �— — Southold, NY 11971 bw \, www.redesignarchitects.com 929.234.6814 2ND FLOOR STAI S 202 4 SF \\ \\ \ .u�-L KEY PLAN UP uU GFI GFI \\ VG CL PROVIDE ADDITIONAL OUTLET 778 UNDER EAVES �\ J FOYER USB DOB STAMP tf,CL POOL \, O \ LEVY RESIDENCE 58 405 SOUNDVIEW AVE Not Enclosed MATTITUCK, NY 11952 . , \ IRT GFI POWER PLAN 1/4"= 1'-0" 0 PROVIDE ADDITIONAL OUTLET 10 December 2024 N UNDER EAVES SPACE RESERVED 3 2 FOR DOB P0WER/DATA LEGEND N NEW FIXTURE \ I E EXISTING FIXTURE TO REMAIN R RELOCATED FIXTURE 0 WALL MOUNTED DUPLEX, 12"AFF, LINO C SWITCHED WALL MOUNTED DUPLEX, 12"AFF, LINO WALL MOUNTED QUADRAPLEX 12"AFF LINO 7 0 WALL MOUNTED SINGLE POLE, 12"AFF, UNO 0 DEDICATED (SEE ELEC. PLANS) WALL MOUNTED- ROLLERSHADE POWER, 90"AFF, LINO U WALL MOUNTED TELEPHONE APPLICATION #: c WALL MOUNTED CAT-6 CABLE SCAN #: PROVIDE POWER TO SKYLIGHTS WALL MOUNTED RG6 COAXIAL CABLE QUAD SHIELDED REVISION # DATE DESC. PROVIDE OUTLET RGBHV, 5 COAXIAL CABLE IN ONE JACKET UNDER EAVES 4 HDMI CABLE SPEAKER LOCATION, 14 GAUGE, 4 CONDUCTOR e ° ° �. n DN us LOCAL VIDEO SYSTEM D MAIN STEREO SYSTEM LOCATION -ALL SPEAKER WIRES ® WET BAR HOME RUN TO THIS LOCATION UNLESS NOTED 203 sssF MAIN DATA DISTRIBUTION CONTROL WIRE, SHIELDED CAT-5 2ND FL LIVING RM 201 THERMOSTAT 204 SF I INTERCOM PERMIT DRAWINGS Peconic Surveyors, P.C. P.O. Box 909 D FLOOR CL ` Southold, NY 11971 205 ` P: 631-765-5020 GFI F: 631-765-1797 77777 T � Email: peconicsurvey@optonline.net 2ND FL CL 2N FL BATH 206 204 13 SF 64 SF .a PR 2ND FL OFFICE : AZA Engineering LLC ® 200 221 W 37 St 6th FL 143 SF artemz@azaeng.com (212)517-1364 USB USB [ICEL' Z:�'z \. c. CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com p, 1245 Old Wood Path Southold, NY 11971 www.redesignarchitects.com 929.234.6814 MTL STUDS OUTLET KEY PLAN BOXES SCHEDULED CEILIN FIRE STROBE r, — TOP OF TOP OF 3 TYP. / COUNTER COUNTER FIRE STROBE V3" 3,. FIRE STROBE FLEXIBLE CONDUIT n- _4 TYP. TYP, RESILIENT SEALANT LL AT PERIMETER Q FIRE ALARM NOTES y CENTER SWITCHPLATES, 3" � � PULL STATION THERMOSTATS, `r FIREMAN'S 1. THIS DETAIL IS APPLICABLE TO ELECTRICAL POWER, LIGHT CONTROLS, ETC.-ERLS, PHONE JACK �' - SWITCHES, AUDIO, DATA, AND TELEPHONE OUTLET BOXES IN ALL E C° PARTITIONS. TEL/DATA OUTLETS 2. PLACE OUTLET BOXES IN SEPARATE STUD SPACES. DOB STAMP SWITCHPLATE 3. BACK-TO-BACK OUTLET BOXES ARE NOT PERMITTED. THERMOSTAT/ 4. PLUG ALL UNUSED CONDUIT KNOCK-OUTS IN OUTLET BOXES WITH FINISHED FLOOR MISCELLANEOUS WALL KNOCK-OUT CAPS. MOUNTED DEVICES 5. APPLY BOX PADS OR RESILIENT SEALANT TO SIDES, TOP, AND BOTTOM OF ALL ELECTRICAL OUTLET BOXES. TYP. CONDITION AT FIRE ALARM PULL STATION TYPICAL CONDITION AT DOOR DEVICE MOUNT DEVICE MOUNT UNDER COUNTER LEVY RESIDENCE CENTER OF WALL AND FIREMAN'S PHONE JACK ABOVE COUNTER 405 SOUNDVIEW AVE ELECTRICAL/DATA BOX CLOSURE MATTITUCK, NY 11952 4 ELECTRICAL MOUNTING DEVICES DETAIL 1/4" = 1'-0" 3 1 1/2" = 1'-0" POWER PLAN As indicated O 10 December 2024 N SPACE RESERVED FOR DOB EXTERIOR ENVELOPE, DOORS,AND WINDOW NOTES EXTERIOR WALL 1. PROVIDE%" EXTERIOR SHEATHING WITH FULLY SEALED 4 MIL VAPOR BARRIER (PRODUCT TBD); TYVEK HOUSE WRAP. 2. HARDIE BOARD HZ5 SIDING PLANK LAP SMOOTH IRON GRAY; PROVIDE HARDIE BOARD CORNER BEADS TO MATCH SIDING 3. CORTEZ STEEL AT SOUTH FACADE. WESTERN STATES METAL. CONCEALED FASTENERS 22 GAUGE; WESTERN REVEAL- 1.0 CORTEN METAL WALL AND SOFFIT PANEL 18"; UNDERLAYMENT SHOULD BE A HIGH TEMPERATURE UNDERLAYMENT. COLOR: IRON GRAY 4. PROVIDE GRAVEL AT BASE OF CORTEN FOR RUST RUN OFF •__••••••, 5. INSULATION: 4" SPRAY FOAM AT EXTERIOR WALLS AND ROOF. R-13 MINIMUM; OPEN CELL POLYURETHANE SPRAY FOAM INSULATION: ICYNENE LD-C-50TM BY ADDITION ROOF ICYNENE INC., OR EQUAL. 6. SLOPED ROOF: WESTERN LOCK; CONCEALED FASTENER METAL ROOF PANELS _,,,,• 3'. - 3 OR ENGLERT-STANDING SEAM GALVALUME PLUS, INTEGRAL COLOR: CHARCOAL GRAY 7. FLAT ROOF: CARLISLE@ SYNTEC SYSTEMS NON-REINFORCED SURE-SEAL EPDM FULLY ADHERED, HEAT WELDED SEAMS. UNDERLAYMENT AS REQ'D'D BY MAN'R, 25 YEAR WARRANTY eo 8. SALVAGED BRICK TO BE USED FOR BRICK VENEER PIERS. CO WINDOWS �„ „ _ 9. MARVIN ELEVATE WHITE INTERIOR AND FIBERGLASS BLACK EXTERIOR; IMPACT GLAZING. 10. MASTER BEDROOM: MARV rn IN ELEVATE CASEMENT WINDOWS INSERT W/ -41 " __-- .w,.,....,,.,_..,......___..>.......:,__„ !_,_ INTERIOR SCREENS, LOW-E COATING, WOOD CONSTRUCTION WITH ALUMINUM �» w r - m.;;, µ Tom.....•.. - ~—t-~ N EXTERIOR CLADDING, THERMAL VALUE IS TO BE COMPATIBLE WITH OF CLIMATE, SIZES AND OPERATION AS INDICTED IN __..' REQUIREMENTS DRAWINGS ., _ - „ 11. SKYLIGHTS: VELUX FRESH AIR CURB MOUNTED WITH ELECTRIC RAIN SENSOR; �.. .. EXISTING ROOF APPLICATION # NO LEAK ELECTRIC WITH ROOM DARKENING SHADE SUBMIT SAMPLES FOR 15 - 2 APPROVAL SCAN #. O ifl O DOORS • REVISION # DATE DESC. i -••�•••• --• 12 -FULL HEIGHT SLIDING GLASS DOORS PROVIDE MARVIN 14 PANEL WIDE AVANTE FROM 4s � � -•'•• --' ; • • ••••,-• ••••�••• °p (2) GARAGE DOORS; OVERHEAD GARAGE DOOR 3„y,,, TH 41 "EM - - -- -.•.. x: 15 PROV DE WHITE F E ITEISER E BLACK(ANODIZED) "•` 84501 ULTRA-QUIET BELT DRIVE SMART OPENER WITH DUAL LED LIGHTING LEVEL 1 misc. . - - � 16 - OM BUILT PIECE OF WOOD WITH SLATS WITH ' SUN SHADING DEVICE CUSTOM 4'- 11 1/2" 4' -5 1/2" 4' -3" T-3" 5' - 1" 5'-8" 4'-3" 4' - V 4' -3" 4' - 10 1/2" TRACK SYSTEM HARDWARE n EXTERIOR EAST L17. RAILING: TBD 18. SALVAGED BRICK PIER PERMIT DRAWINGS Peconic Surveyors, P.C. P.O. Box 909 Southold, NY 11971 P: 631-765-5020 F: 631-765-1797 Email: peconicsurvey@optonline.net m sa a AZA Engineering LLC ' 1:;:,. 221 W 37 St 6th FL " ROOF rtemz azaen om ADDITION R a @ g.c "'Y•••••�'"' 26� - 3 (212) 517-1364 O ,, - -'' HE C01 SUMNO IH&INEIRIH& PLLC co KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 , O 347 778 5908 ""•" ,�, contactkce@kceengr.com LEVEL2 _ � _ 17 7 „ _ .. , } - - EXISTING ROOF 1245 Old Wood Path , 15 - 2 Southold, Y 11971 www.redesignarchitects.com 00 929.234.6814 T s KEY PLAN „ t „ : , L 18' -4" n ELEVATION SOUTH J 1/411 = 1'-011 DOB STAMP LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 EXTERIOR ELEVATIONS As indicated O 10 December 2024 N 3 2 1 SPACE RESERVED FOR DOB 6'-0„ I s zz, - O o 1 iv � co , ., m 8 N o EQ IEQ EQ ..:': \ :,,, o s EQ EQ EQ EQ �2'-4 1/2" 2' -6" EQ EQ EQ 1/211_811 11' -7" 9' - 10 1/2" oe .,... h. ., ,.. 2 APPLICATION # EXTERIOR 2ND FL STF SCAN #........... ,,. .. .. _ _.... _ - .. r_..._ 1 I 8" r;r :„. .,:: ::: ---- :: ::„: : -- REVISION # DATE DESC. 1. 5 ) ,.a a ,,.,� a a a a a .a .,,....a ... :.� ,. .. .. a. ._ .. ._. 16 20" CORTEN PANEL WESTERN STATES METAL 16' -3" 1' -8" RUSTWALL 1 EXTERIOR NORTH 1/4" = 1'-0" 11'- 11 1/2" 2'-5" 2'-4 1/2"2' -4 1/2"2' -4 1/2"2'-3 1/2" 7 ) PERMIT DRAWINGS g Peconic Surveyors, P.C. CV P.O. Box 909 CV Southold, NY 11971 P: 631-765-5020 F: 631-765-1797 —- - -- - ..�... � Email: peconicsurvey@optonline.net _. ........ ...... ................ .. .. ...................... ..................................... ADDITION ROOF .............. . . ..................................... \\ \ ....... ,. 2 „ Al 26v 3 9 I 1 p E F' ¢¢ ♦� p mow:' gr A AZA Engineering 221 W 37 St 6th FL artemz@azaeng.com (212)517-1364 77 Eo O }: w,.: SECOND FL ELEVATION 1/411 - 11-01' INE CONSULTING ENGINEERENG PLLC —LEVEL 2 1�' - 7'I EXTERIOR ENVELOPE. DOORS.AND WINDOW NOTES Consulting Engineering PLLC 325 EGold St Suite#604, Brooklyn, NY 11221 EXTERIOR WALL 347.778.5908 contactkc cee com ROOF .\ 1, H FULLY SEALED 4 MIL VAPOR BARRIER - ; �.' \.. 15' - 2" EXISTING ngr. - - PROVIDE 3/" EXTERIOR SHEATHING WITH 4 �i (PRODUCT TBD); TYVEK HOUSE WRAP. 2. HARDIE BOARD HZ5 SIDING PLANK LAP SMOOTH IRON GRAY; PROVIDE HARDIE ? BOARD CORNER BEADS TO MATCH SIDING 3 CORTEN N STATES METAL. CONCEALED FASTENERS E 2LGAUGE WESTERN REVEAL AT SOUTH FACADE. EER 0 CORTEN METAL WALL AND _• . _.;_"_..... ... .............................. . .. 2 = - - r� SHOULD BE A HIGH TEMPERATURE 2 _' 1245 Old Wood Path ................ SOFFIT PANEL 18"; UNDERLAYMENT UNDERLAYMENT COLOR IRON GRAY ""' ....... "' '' ................."....... """ 4. PROVIDE GRAVEL AT BASE OF CORTEN FOR RUST RUN OFF Southold, NY 11971 ' 5. INSULATION: 4" SPRAY FOAM AT EXTERIOR WALLS AND ROOF. R-13 MINIMUM; r www redesignachitects com OPEN CELL POLYURETHANE SPRAY FOAM INSULATION: ICYNENE LD-C-50TM BY 929.234.6814 ........ ................ ..... ................................... . .... ICYNENE INC., OR EQUAL. 6. SLOPED ROOF: WESTERN LOCK; CONCEALED FASTENER METAL ROOF PANELS EVI OR ENGLERT-STANDING SEAM GALVALUME PLUS, INTEGRAL COLOR. �... .. .. :, . --, - L 1 CHARCOAL GRAY 6 - 7- 7. - SURE-SEAL FLAT ROOF" CARLISLE®SYNTEC SYSTEMS NON REINFORCED SURE SE KEY PLAN BRICK WALL BEYOND EPDM FULLY ADHERED, HEAT WELDED SEAMS. UNDERLAYMENT AS REQ'D BY MAN'R, 25 YEAR WARRANTY 8. SALVAGED BRICK TO BE USED FOR BRICK VENEER PIERS. n EXTERIOR WEST �J 1/4" = 1'-0" WINDOWS 9. MARVIN ELEVATE WHITE INTERIOR AND FIBERGLASS BLACK EXTERIOR; IMPACT GLAZING. 10. MASTER BEDROOM: MARVIN ELEVATE CASEMENT WINDOWS INSERT W/ J INTERIOR SCREENS, LOW-E COATING, WOOD CONSTRUCTION WITH ALUMINUM ' EXTERIOR CLADDING, THERMAL VALUE IS TO BE COMPATIBLE WITH REQUIREMENTS OF CLIMATE, SIZES AND OPERATION AS INDICTED IN DRAWINGS 11. SKYLIGHTS: VELUX FRESH AIR CURB MOUNTED WITH ELECTRIC RAIN SENSOR; NO LEAK, ELECTRIC WITH ROOM DARKENING SHADE SUBMIT SAMPLES FOR APPROVAL DOORS i 12. EXTERIOR- FULL HEIGHT SLIDING GLASS DOORS. PROVIDE MARVIN DOB STAMP ELEVATE. 13. HARDWARE: TBD 14. (2) GARAGE DOORS; OVERHEAD GARAGE DOOR 3 PANEL WIDE AVANTE FROM CLOPLAY; WHITE ACRYLIC WITH BLACK(ANODIZED) 15. PROVIDE LIFTMASTER ELITE SERIES 84501 ULTRA-QUIET BELT DRIVE SMART OPENER WITH DUAL LED LIGHTING LEVY RESIDENCE MISC. 405 SOUNDVIEW AVE 16. SUN SHADING DEVICE-CUSTOM BUILT PIECE OF WOOD WITH SLATS WITH MATTITUCK, NY 11952 TRACK SYSTEM HARDWARE 17. RAILING: TBD 18. SALVAGED BRICK PIER EXTERIOR ELEVATION As indicated O 10 December 2024 N SPACE RESERVED FOR DOB 2 3 2 3 \ , • _ ADDITION 600-F- \ ..\ - 26� 3" \ - _ •\,o � ADDITION O \. 2ND FL BATH 2ND FLOOR CL ' 2ND FL LIVING RM \. 204 205 201 64 SF 3 SF 204 SF ❑ 0 \ ...... ................ ........... ............... ..... . .. ................ ....... .......... .. c; \: - LEVEL2 EE LEVEL 2 \ \ \ \ \ \ \ \ 17 - 7 7 17� 1 � : EXISTING ROOF - APPLICATION #. EXISTING ROOF 15' - 2" \ SCAN #: ! REVISION # DATE DESC. OY R — - 75 197 1 ! s' - -- — - \ FOYER 4'-F - \7 197 SF' u i LEVEL 1 ❑ ❑ o o . , . LEVEL 1 _ \ � " PERMIT DRAWINGS Peconic Surveyors, P.C. P.O. Box 909 Southold, NY 11971 P: 631-765-5020 F: 631-765-1797 Email: peconicsurvey@optonline.net EAST WEST GARAGE BUILDING SECTION n EAST WEST BUILDING SECTION 1/4" = 1'-0" 41 ? , AA A B 7 221E 37 Engineering FL C artemz@azaeng.com (212)517-1364 SUL \ f %A 3 S\\7 - HE -ADDITION ROOF NO ENGINEERING PLLC o � 26 - 3 o KCE Consulting Engineering PLLC ' __.- 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com 201 D FL OFFICE 200 �\ 143 SF 1245 Old Wood Path _ _ /. ❑ LEVEL 2 Southold, NY 11971 17 - 7 www.redesignarchitects.com 929.234.6814 _ EXISTING ROOF `1 KEY PLAN DINING ROOM KITCHEN / FOYER EX EX / G O Lj 75 jj� 121 SF 145 SF 197 SF / \ \ \ 78 L FLOOR STAf 7 SF " D / / 0 e 24 8F \t -- — .— — — — — — — — — . 1I I I I I III El - -' - - -- - -"- -- - - - - "v III III III II. 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III III III III III III �I I III—III III III 1 I I III I — — — — — — — --! — — — — — : ----- : -- -- --- ----- - -- ---- -- :--- :--- :__ — __. — — — — — — — — 1 I !-11 — 11—III- -i -I - — —I I I11 III III III III III III III III III III III III III III III III II III III III III III tll III III III III III III III I:I I:I III III III III III III II: II: iIi II: II: II: III III II II III 111 III III III III III—III—III—III—III—IiI—III—III—IiI—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III�IIII111�IIIIII111111111I1 III111IT1Ililllll1111' LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 BUILDING SECTIONS 3 NORTH SOUTH BUILDING SECTION 1/4"= 11-01, O 10 December 2024 N BATHROOM KEY NOTES SPACE RESERVED 1. TOILET: DURAVIT 2544090092 DARLING NEW SPECIAL DUAL FLUSH 8. BASEBOARDS: ALEXANDRIA MOULDING 11/16 IN. X 7-1/4 IN. PRIMED MDF FOR DOB ELONGATED TOILET BOWL; GEBERIT DUAL FLUSH TOILET TANK ; HAPPY D BASEBOARD MOULDING ELONGATED TOILET SEAT AND COVER❑ 18. MUD ROOM CUSTOM BUILT CABINETRY; SEE DETAILS 2" 9. INSTALL OWNER PROVIDED WASHER AND DRYER TO BE ELECTROLUX AND BLOW-UP ELEVATION 2 POWBLUE AND RROOM FRAMEOOD CO TROUGH BASIN VANITY SET IN COPAN FRO S 19. UNDERSIDE OF EXISTING STRUCTURE; PROTECT IN ELWADRET75001 SIDE-BY-SIDE WASHER& DRYER SET WITH FRONT S LOAD WASHER GAS DRYER IN TITANIUM; PROVIDE WATER AND GA HOOK-UP PLACE. PAINT UNDERSIDE OF STRUCTURE NEW 3. POWDER ROOM MIRROR: CB2 HUGH WALL MIRROR WITH MARBLE SHELF COLOR; INSTALL OWNER PROVIDED LIGHTING t 24"X36.25" 10. INSTALL OWNER PROVIDED POTTERY BARN TRENTON LAUNDRY DRYING 20. EXISTING KITCHEN CABINETRY; PROTECT IN PLACE 4. TOILET EXHAUST: PANASONIC FV-0811VF5 WIISPERFIT VENTILATION FAN, RACK 80 OR 110 CFM; VENT TO EXTERIOR 11. IKEA CABINETS WITH XX DOOR; PROVIDE ASSOCIATED HARDWARE O 5. POWDER ROOM FAUCET: CALIFORNIA FAUCETS BEL CANTO BATHROOM 12. IKEA 30"X 24"X 30"SEKTION FLAT PANEL BASE CABINET WHITE; FAUCET 301-2. 12-3/16" H LEVER HANDLE SA7IN NICKEL 302.653.86; HAVSTORP; DOOR, TURQUOISE; UPPER CABINETS TO BE SEKTION WALL CABINET WITH 2 DOORS, WHITE/HAVSTORP DOOR 30"X15" 6.. POWDER ROOM WALL TILE: FIRECLAY TILE HANDPAINTED CHICAGO GREY X15" OWNER PROVIDED PULLS 24 � 7. GYPSUM WALL BOARD PT-X; ARCHITECT TO SELECT COLOR; PROVIDE LEVEL FIVE FINISHES ON WALLS 13. IKEA COUNTERTOP-CLIENT TO SELECT COLOR ° J 14. PROVIDE OWNER SELECTED TILE BACKSPLASH. PROVIDE $10SF 15. PROVIDE 12" FLOATING SHELVES 2" THICK WALNUT VENEER; CONCEALED HARDWARE; SUBMIT STAIN SAMPLES 16. FOYER WALLS: ROBIN REIGI SWOOP JAMIE BECKWITH COLLECTION 5/8" GLUE DOWN; PLAIN WHITE OAK WITH GRIS MIDDLE PANEL; SUBMIT n POWDER NORTH n POWDER EAST n POWDER SOUTH n POWDER WEST SAMPLES 1/4" = 1'-0" U 1/4" = 1'-0" U 1/4" — 1'-0" 1/4" = 1'-O" 17. LIVING ROOM CUSTOM BUILT CABINETRY; SEE DETAILS AND BLOW-UP ELEVATION; ACID ETCHED PANEL DOORS 2'-6" 2' -6" ' APPLICATION #: \ 16 12 ,� SCAN #: O REVISION # DATE DESC. L 16 \\ 14 ' \ (O \ 10 13 00 000 • 12 \ 1 41, ❑ 6 / n FOYER NORTH n FOYER EAST 2 2'-6" 2'-6"VI F 1-t 1/4" = 1'-0" 'J 1/4" — 1'-0" 3 LAUNDRY SOUTH PERMIT DRAWINGS 1/4" = 1'-0" 8 Peconic Surveyors, P.C. P.O. Box 909 -651.0 - Southold, NY 11971 --- P: 631-765-5020 .... ..... ,,, Email: peconicsurvey@optonline.net 21 . . . g O ,04 OPEN TO 16 1s 17 / < � i 3; ;: O O 17m KIT BEYOND —� 17 O AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com \` (212) 517-1364 12 \ a >., .. \. . ... ..i \\ ....a\..,...\ .�\\C ...:: .. ..:\ a \ WK C I CONSULTING ENGINEERING PLLC FOYER EAST KCE Consulting Engineering PLLC n SITTING ROOM WEST SITTING ROOM EAST325 1/4" = 1'-0" U „ _ ,- g - �o SITTING ROOMNORTH 347.E 8 5908 Suite Brooklyn, NY 11221 1/4 1 0 1/4 - 1 0 1/4 - 1 0 contactkce@kceengr.com �....,. ....:. \� ..... c...•., ....... .... ... ...., -��o....... �cac\\\�.,.,.. ., -v�����..,. �-��\\\��.:-•••` \\ro•, �........ o�w ono........� �o.,..\� a \ \ \ \ 1245 Old Wood Path \ \ \ O Southold, NY 11971 7 O \ www.redesignarchitects.com 929.234.6814 KEY PLAN 0 ❑ I ° ❑ ° ❑ n FOYER WEST n W/4" NG ROOM SOUTH = 1'-0" r..e, e. 20 i � 20 \ DOB STAMP to 16 ;� NOTES: 00 1. CONTRACTOR TO INSTALL ALL ITEMS CALLED OUT AS OWNER SUPPLIED; ONLY ITEMS OWNER IS PROVIDING ARE CALLED OUT; ALL OTHER ITEMS SHOULD BE ASSUMED AS PROVIDED BY THE CONTRACTOR LEVY RESIDENCE 2. CONTRACTOR TO CONFIRM ALL-ILE QUANTITIES / 3. PROVIDE BLOCKING FOR ALL ACCESSORIES AND FIXTURES 405 SOUNDVIEW AVE / 5. CONTRACTOR TO INSTALL ALL OWNER PROVIDED ITEMS INCLUDING THE MATTITUCK, NY 11952 7111tLIGHTS, TILE, WALLPAPER, MIRROR SOAP DISH, TOWEL RACK, TOWEL RING, ROBE HOOK AND TOILET PAPER HOLDER. DOOR TO SITTING ROOM BEYOND EDGE OF EXISTING KIT CABINETRY INTERIOR ELEVATIONS LOUNGE NORTH As indicated O n n LOUNGE SOUTH 1/4" = 1'-0" 1/4" = 1'-0" 10 December 2024 N SPACE RESERVED FOR DOB 71---- N / \ HANDRAIL N / O \ R. , . . \ 2 2ND FL LIVING ROOM NORTH 2ND FL LIVING ROOM EAST n 2ND FL LIVING ROOM WEST 1/4 -0= 1 U 1/4 - 1 -0 n 2ND FL LIVING ROOM SOUTH 1/4" = 1'-011 -r 114" = 1'-0" _-.._ APPLICATION # SCAN #: REVISION # DATE DESC. 0 ❑ Ela a 3il I a :o .a a, .\ ,.O \. ...:\ n 2ND FL STUDIO NORTH 2ND FL STUDIO SOUTH $ 9 , -- n 2ND FL STUDIO EAST n 2ND FL STUDIO WEST U 1/4 - 1 0 U 1/4" = 1'-011 1/4 = 1 -0 U 1/4 - 11-011 PERMIT DRAWINGS Peconic Surveyors, P.C. P.O. Box 909 Southold, NY 11971 LINEN CLOSET WITH SHELVING P: 631-765-5020 F: 631-765-1797 Email: peconicsurvey@optonline.net / 7 414 -./ o%\ kk a 22 O o ..:. ; 2ND FL CL \: 20 REF \ 1 21 AZA Engineering LLC 221 W 37 St 6th FL 1:. \ ❑ \ ❑ artemz@azaeng.com \\ a. .a .. .... �a\ ,a \ „a��\\.. .\ ,\a� a ., .o�\\.....a\ ...a�.. ,\ \. .� .. ( 12)517 1364 MMAI n ENLARGED 2ND FL PANTRY HE CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 n 2ND FL BATHROOM NORTH 2ND FL BATHROOM EAST n 2ND FL BATHROOM SOUTH 2ND FL BATHROOM WEST 347.778.5908 U 1/4" = 1'-0" U 1/4" = 1'-0" U 1/4" = 1'-011 13 1/4" = 1'-0" contactkce@kceengr.com '�di3'Y,3VJ m •WNpA 1�.. ': n -,6T:`Yt�1lkb'�k^A 1245 Old Wood Path -1 Southold, NY 11971 www.redesignarchitects.com / ELEC. 929.234.6814 PANEL; KEY NOTES 8. BASEBOARDS: ALEXANDRIA MOULDING 11/16 IN. X 7-1/4 IN. PRIMED 31. STUDIO FRIDGE: TBD / \ \� RE: ELEC DWGS MDF BASEBOARD MOULDING 18. MUD ROOM CUSTOM BUILT CABINETRY; SEE DETAILS 1 ELONGATED TOILET BOWL; GEDARLING NEW BERIT DUAL LUSHIAL DUAL FLUSH TOILET TANK ; 9. INSTALL OWNER PROVIDED WASHER AND DRYER TO BE AND BLOW-UP ELEVATION 32, STUDIO SHOWER BASE \ -� / I KEY PLAN HAPPY D ELONGATED TOILET SEAT AND COVER ELECTROLUX ELWADRET75001. SIDE-BY-SIDE WASHER & DRYER 19. UNDERSIDE OF EXISTING STRUCTURE; PROTECT IN 2. SET WITH FRONT LOAD WASHER GAS DRYER IN TITANIUM; PLACE. PAINT UNDERSIDE OF STRUCTURE NEW 2. POWDER ROOM SINK: NOODCO TROUGH BASIN VANITY SET PROVIDE WATER AND GAS HOOK-UP COLOR; INSTALL OWNER PROVIDED LIGHTING IN COPAN BLUE AND BLACK FRAME \ / 10. INSTALL OWNER PROVIDED POTTERY BARN TRENTON 20. EXISTING KITCHEN CABINETRY; PROTECT IN PLACE 3. POWDER [ROOM MIRROR: C132 HUGH WALL MIRROR WITH LAUNDRY DRYING RACK �wz: "�\ a 51, MARBLE SHELF 24"X36.25" 21. STUDIO SINK/VANITY: TBD 11. IKEA CABINETS WITH XX DOOR; PROVIDE ASSOCIATED 4. TOILET EXHAUST: PANASONIC FV-0811VF5 WHISPERFIT HARDWARE 22. STUDIO MIRROR: TBD VENTILATION FAN, 80 OR 110 CFM; VENT TO EXTERIOR WATER HEATER '^ � 12. IKEA 30"X 24"X 30"SEKTION FLAT PANEL BASE CABINET WHITE; 23. STUDIO BATHROOM FAUCET: TBD 5. POWDER ROOM FAUCET: CALIFORNIA FAUCETS BEL CANTO 302.653.86; HAVSTORP; DOOR, TURQUOISE; UPPER CABINETS TO BE BATHROOM. FAUCETE301-2. 12-3/16" H LEVER HANDLE SATIN SEKTION WALL CABINET WITH 2 DOORS, WHITE/ HAVSTORP DOOR 24. STUDIO BATHROOM ACCESSORIES: TBD NICKEL 30"X15'X15"; OWNER PROVIDED PULLS J . 25. STUDIO GLASS SHOWER DOOR: TBD n GARAGE ELEVATION 6.. POWDER ROOM WALL TILE: FIRECLAY TILE HANDPAINTED 1/4" - 1'-O" CHICAGO GREY 13. IKEA COUNTERTOP-CLIENT TO SELECT COLOR 26. STUDIO WALL TILE: TBD i 7. GYPSUM WALL BOARD PT-X; ARCHITECT TO SELECT COLOR; 14. PROVIDE OWNER SELECTED TILE BACKSPLASH. PROVIDE $10SF 28. STUDIO PANTRY BACKSPLASH: TBD DOB STAMP PROVIDE LEVEL FIVE FINISHES ON WALLS 15. PROVIDE 12" FLOATING SHELVES 2" THICK WALNUT VENEER; 29. PANTRY SINK: TBD CONCEALED HARDWARE; SUBMIT STAIN SAMPLES 30. PANTRY FAUCET: TBD 16. FOYER WALLS: ROBIN REIGI SWOOP JAMIE BECKWITH COLLECTION 5/8" GLUE DOWN; PLAIN WHITE OAK WITH GRIS MIDDLE LEVY RESIDENCE PANEL; SUBMIT SAMPLES 405 SOUNDVIEW AVE 17. LIVING ROOM CUSTOM BUILT CABINETRY; SEE DETAILS AND BLOW- MATTITUCK, NY 11952 UP ELEVATION; ACID ETCHED PANEL DOORS INTERIOR ELEVATIONS As indicated O 10 December 2024 N ®U 1UU SPACE RESERVED FOR DOB Elm/' EXISTING ROOF CONSTRUCTION TO BE CUT BACK; RE STRUC DRAWINGS FOR SUPPORT EXISTING ROOF T SHORED O BE S O UP UNTIL GENERAL NOTES: NEW STRUCTURE IS IN PLACE 1. ALL CORNERS, GABLE ENDS AND ROOF OVERHANGS EXCEEDING SIX INCHES SHALL BE REINFORCED BY THE APPLICATION OF WATERPROOF INDUSTRIAL ADHESIVE APPLIED TO ALL BEARING OVERLAPPING SEAMS MEMBRANE; CARLISLE; SURFACES OF ANY PLYWOOD SHEET USED IN THE SHEATHING OVER OF SUCH CORNER, GABLE END OR ROOF OVERHANG. LAMINATING MATT FULLY ADHERED TO PLYWOOD WITH 2. ROOFS SHALL BE STABILIZED BY INSTALLING TWO-BY-FOUR ADHESIVE BLOCKING ON TWO-FOOT CENTERS BETWEEN THE RAFTERS AT EACH GABLE END. BLOCKING SHALL BE INSTALLED A MINIMUM OF EIGHT FEET TOWARD E G OW D THE HOUSE INTERIOR FROM EACH LEVEL 2 GABLE END. / 3. ALL INSULATION CALLED OUT IN DETAILS' GC TO INSTALL PER 1" DEEP ROOF BAFFLES TO MANUFACTURER DETAILS i ALLOW FOR CONTINUOUS VENTING FROM BOTTOM TO 4. AIR BARRIER AND THERMAL BARRIER INSTALLED PER PEAK OF ROOF MANUFACTURER'S INSTRUCTIONS. 2" POLY ISO INSULATION; INSULATION FASTENING PLATES R-6.8 PER INCH MIN Owl APPLICATION #: EXTERIOR GRADE TOIJGUE N &GROOVE GRADE PLYWOOD SCAN #: 00 10 1/4" FOIL UNFACED BATT INSULATION; R-2$ REVISION # DATE DESC. / HOUSING DEPTH LIMIT FOR LIGHT _ - = FIXTURES / LO EXISTING WALL CONSTRUCTION PTD GWB CEILING i ROOF SECTION DTL AT PENETRATIONS n STANDING SEAM 3" = 1'-0" PERMIT DRAWINGS Peconic Surveyors, P.C. P.O. Box 909 Southold, NY 11971 P: 631-765-5020 F: 631-765-1797 Email: peconicsurvey@optonline.net .. E' `. , a. L AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212)517-1364 PEAK FLASHING ' KCE BREAD PAN FOLD CONSULTING ENGINEERING PLLC COLOR MATCHED HEX SCREW W/ BONDED SEALING WASHER KCE Consulting Engineering PLLC Z CLOSURE CUT TO FIT BETWEEN 325 Gold St, Suite#604, Brooklyn, NY 11221 SEAMS W TUBE SEALANT ON ALL CUT 347.778.5908contactkce@kceengr.com EDGES. PANCAKE FASTENERS EVERY 3" O.C. THROUGH Z CLOSURE CONTINUOUS BUTYL SEALANT, TYP ATTACHMENT CLIP \ ,ply. � Ms`Asr7 t;. �'� . �,w w..':",o, �"•4;.E�r �^� MECHANICALLY FASTENED 1800 SEAM 1245 Old Wood Path SLOPED STANDING SEAM METAL ROOF Southold, NY 11971 www.redesignarchitects.com 13" DIAM. CHIMNEY 1 1/2"VENTED AIRSPACE ; . � , ' _. .. . .s. 929.234.6814 TUBE SEALANT AS REQ. UNDERLAYMENT AS REQ STORM COLLAR �I KEY PLAN EXTERIOR GRADE PLYWOOD; MIN 15/32"; ANY }^ HEX SCREW W/BONDED SEALING ROOFING ATTACHMENTS TO BE GALVANIZED OR WASHER @ 1" O.C. INTO NAILER CORROSION RESISTANT ONLY SLOPED STANDING SEAM METAL ROOF I I CONTINUOUS CLEAT W/PANCAKE FASTENERS AS REQ. 1 1/2"VENTED AIRSPACE •{ ..,.,", ,,"„ .,�POR PERMEABLE AIR BARRIER MEMBRANE WATER RESISTIVE VAPOR PERMEABLE AIR BARRIER MEMBRANE OPEN CELL SPRAY FOAM INSULATION EXTERIOR GRADE PLYWOOD t 11 7/8" LVL RE: STRUC. ; 2x4 NAILERS AROUND OPENING : 1 1/2"VENTED AIRSPACE. PROVIDE PERFORATED STAINLESS SCREEN AT TUBE SEALANT 11{�f ,�i,L OPENING, TYPICAL. PAN FLASHING OPEN CELL SPRAY FOAM INSULATION ` DOB STAMP Of HARDIPLANK SIDING LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 n DETAL AT EXISTING AND NEW ROOF U3 - 10 n, TYPICAL SECTION AT ROOF PEAK1 EXTERIOR DETAILS U 3" = 1'-011 O 3"= 1'-0" 10 December 2024 N 6 ON- I .0 Onk SPACE RESERVED FOR DOB 2X4 WOOD SPACER/NAILER (2) ROWS OF IN-SEAM SEALANT AT END ROOF UNDERLAYMENT OF STANDING SEAM FASTENER AS REQUIRED, TYP 3/4" MIN RETURN MECHANICALLY FASTENED 1800 SEAM Err MAX — ATTACHMENT CLIP EPDM MEMBRANE; CARLISLE; 2X4 WOOD NAILER, PANCAKE SCREW AS REQ. OVERLAPPING SEAMS PERPENDICULAR TO �SEAM, SPACED PER LAMINATING MATT FULLY _ WRAP UNDERLAYMENT ADHERED TO PLYWOOD WITH MANUFACTURER REQ. OVER EDGE BY MIN. 8" ADHESIVE 1 1/2"VENTED AIR SPACE 2" POLY ISO INSULATION; INSULATION FASTENING PLATES; _ _ 4 WATER RESISTIVE VAPOR PERMEABLE �' AIR BARRIER MEMBRANE �) .z. R-6.8 PER INCH MIN / "', 1.. -��- -�` -1s. " ffie .1 ; EXTERIOR GRADE PLYWOOD �) 1" DEEP ROOF BAFFLES TO I 2X4 WOOD SPACER/NAILER j ALLOW FOR CONTINUOUS '..Z GUTTER HANGER W/STRAP VENTING FROM BOTTOM TO 1 1. PEAK OF ROOF FRONT EDGE LOWER THAN BACK EDGE WATER RESISTIVE VAPOR PERMEABLE AIR BARRIER I 6"WIDE GUTTER. GC TO VERIFY MEMBRANE .: CAPACITY FOR ROOF DRAINAGE { APPLICATION #: EXTERIOR GRADE TONGUE iv & GROOVE GRADE PLYWOOD BEAM, TERMINATES AT EXTERIOR WALL PANCAKE SCREW AS REQ. SCAN #: 00 10 114" FOIL UNFACED BATT INSULATION; R-38 .f{ CONTINUOUS CLIP ` - REVISION # DATE DESC. HOUSING DEPTH TYP, CEDAR SIDING W/ 1 1/2"AIR GAP LIMIT FOR LIGHT � z FIXTURES 4" ROUND DOWNSPOUT. GC TO I r '= VERIFY QUANTITY AND CAPACITY Y 4 RAKE FLASHING s FOR ROOF DRAINAGE. f ALIGN I F PTD GWB CEILING HARDIE BOARD, SEE TYPICAL DETAIL z n TYPICAL EPDM ROOF ASSEMBLY n SECTION AT INTEGRATED GUTTER 3" = 1'-0" 3" = 1'-0" n TYPICAL ROOF EAVE SECTION PERMIT DRAWINGS ROOFING NOTES: Surveyors, P.C. 1. SPECIFICATIONS HAVE NOT BEEN PROVIDED. CONTRACTOR IS RESPONSIBLE P.O. Box Peconic Sury ury TO PROVIDE COMPATIBLE AND HIGH QUALITY MATERIALS THAT FOLLOW ALL Southold, NY 11971 909 STANDARDS FOR INSTALLATION OF A FIBERGLASS ROOF PER THE P: 6thold, Y 11 20 MANUFACTURER'S INSTRUCTIDNS. ROOF INSTALLATION MUST BE PER F: 631-765-1797 THESE STANDARDS AND THE MANUFACTURER'S INSTRUCTIONS, INCLUDING Email: peconicsurvey@optonline.net BUT NOT LIMITED TO PREPARATION OF SUBSTRATE, CLIMATE AND TEMPERATURE CONTROL, CLEANLINESS OF SURFACES, PREPARATION OF MATERIALS, ALLOWANCES FOR EXPANSION/CONTRACTION, USE AND CARE OF NECESSARY TOOLS, ETC. MATERIALS AND INSTALLATION MUST ENSURE A 30 YEAR ROOF WARRANTY. CDNTRACTOR IS TO SUBMIT THIS WARRANTY TO r' ` " '• THE CLIENT PRIOR TO THE INSTALLATION OF THE ROOF. o" AL 13" DIAM. CHIMNEY "R M"""� A 2. USE DUPONT TYVEK DRAIN WRAP WEATHER BARRIER BEHIND ALL EXTERIOR (:• �h .> WALL CLADDING INCLUDING LAP SIDING AZA Engineering LLC 3. ALL INSULATION CALLED OUT IN DETAILS; GC TO INSTALL PER TUBE SEALANT AS REQ. 221 W 37 St 6th FL MANUFACTURER DETAIL artemz@azaeng.com (212)517-1364 4. AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS. PREFORMED FIBERGLASS EDGE TRIM PREMANUFACTURED STORM COLLAR MADE TO BE " \� COMPATIBLE WITH CHIMNEY IKCE PERFORATED SS SCREEN FLU \� \,, r � \� FLU PRE-FORMED •. \�� � �.�� f CONSTIMNO ENGINEERED PLLC FIBERGLASS ROOF 1"VENTED AIRSPACE KCE Consulting Engineering PLLC EDGE 325 Gold St, Suite#604, Brooklyn, NY 11221 PAN FLASHING 347.778.5908 if Y., a I contactkce@kceengr.com 1 s z Y f z,F j 1 ' HEX SCREW W/BONDED SEALING « Z{- ,�. r { WASHER @ 1"O.C. 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SCHEDULED FLOOR ASSEMBLY 6"TALL MARINE GRADE SS FLASHING ..#4 CONT #4 CONT PLYWOOD SUBFLOOR 2 X 6 PT MUDSILL WITH 5/8"OC 2 X 6 PT MUDSILL WITH 5/8" OC 2" RIGID INSULATION; R-15 ANCHOR BOLT AND 48"OC W/SIMPSON 2" RIGID INSULATION; R-15 ANCHOR BOLT AND 48"OC W/SIMPSON EXTRUDED POLYSTYRENE BEATING PLATE SLOTTED HOLE EXTRUDED POLYSTYRENE BEATING PLATE SLOTTED HOLE INSULATION } SIDING TO STOP APPROX. 6"ABOVE INSULATION / GRADE; CONTRACTOR TO COORDINATE SIDING TO STOP APPROX. 6"ABOVE r } UNDER SLAB, 6 MIL POLY ETHYLENE ON SITE UNDER SLAB, 6 MIL POLY ETHYLENE ON GRADE; CONTRACTOR TO COORDINATE WATERPROOFING CONTINUOUS UNDERITE SLAB AND FOUNDATION, TYP WATERPROOFING CONTINUOUS UNDER AZEK TRIM SKIRTBOARD SLAB AND FOUNDATION, TYP PROTECTIVE COVERING IS d d ° , ° d - INSTALLED TO PROTECT I 7 MIN EMBED ' '° PROTECTIVE COVERING IS ° EXPOSED EXTERIOR ° I °; _ ° ° - ! �., , • - � - INSULATION AND EXTENDS A ! 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WHERE REQ'D =� 1 - I I 11-1 I -__I 1 LI I C I- -I III-1 I I=�I I_:I I-�I I-11 I=11I-11I-III-111=III=111=III=11I-1 I I-1 I I=III=1 i I I I I_I I -III-�I I PERMIT DRAWINGS TYPICAL WALL SECTION AT n ors, P.C.P.O. Box 909 HARDIBOARD A6 n TYPICAL WALL SECTION AT I� Peconic Survey 5 y Southold, NY 11971 P: 631-765-5020 ALL PIPING AND OUTLETS TO BE CEDAR POST F: 5-1797 Email:ail: peconicsurvey@optonline.net INBOARD OF INSULATION s ° INTERIOR 5/8" GWB SCHEDULED WALL FINISH00 TREX DECKING/ TYPICAL HARDIPLANK/ I ° .� ....: ; O 2X6 WOOD FRAMING; RE: STRUCTURAL WALL ASSEMBLY 1" DEEP ROOF BAFFLES TO •„ j`E ?;, ,, 5 1/2"THICK UNFACED BATT INSULATION WITH 0 ALLOW FOR CONTINUOUS 1" RIGID INSULATION; R-20 MIN VENTING FROM BOTTOM TO AZA Engineering LL C N PEAK OF ROOF 221 W 37 St 6th FL EXTERIOR GRADE PLYWOOD SHEATHING __ artemz@azaeng.com WATER RESISTIVE VAPOR PERMEABLE 0 RE: STRUC. _ _ _ 4x10 BOLTED TO 2x10 (212)517-1364 AIR BARRIER MEMBRANE: HARDIWRAP =S -- W/ 1/2"THROUGH " HE Cl) ik r f BY JAMES HARDIE BOLT AND BUSHING 71 HARDIPLANK BLIND NAILED TO ( 114"THICK _ -: PLYWOOD; COLOR AND SIZE TO BE H ION 10 1/4"THICK UNFACED 10 ICK UNFACED GATT INSULATION .. BATT INSULATION WITH d WITH 2" RIGID INSULATION; R-49 MIN; C4NSDLTI��ENGINEERING PLLC COORDINATED WITH OWNER rt �: 2 RIGID INSULATION; CEILING INSULATION INSTALLED PER r PROVIDE ADDITIONAL LAYER OF 1. R-49 MIN; CEILING MANUFACTURER'S INSTRUCTIONS HARDIWRAP AT EVERY FASTENER INSULATION INSTALLED KCE Consulting Engineering PLLC PER MANUFACTURER'S EXTERIOR GRADE TONGUE 325 Gold St, Suite#604, Brooklyn, NY 11221 EXTERIOR PENETRATION; INSTALL PER MAN'R r INSTRUCTIONS & GROOVE GRADE 347.778.5908 INSTRUCTIONS AND contactkc cee c RECOMMENDATIONS :_ ;.. ...,_-:. ;-., _ ------- - : om PLYWOOD e@k ngr. 2 2. PERFORATED SS SCREEN GWB; PT-X AZEC FASCIA TYPICAL PLAN DETAIL AT HARDIPLANK 1 WALL ASSEMBLY AT EXTERIOR 6"TALL MARINE GRADE SS DECK SECTION DETAIL " 3 = 1 -O :z I FLASHING W/LEG; HARDIWRAP 1 3/4" - 1'-0" ;ice'.." ' wi°s ' mot rd T.EIi` e 't TO LAP OVER 1245 Old Wood Path EXTERIOR GRADE GWB PTD Southold, NY 11971 CEILING www.redesignarchitects.com 2X4 FRAMING FASTENED TO STEEL 929.234.6814 STRUCTURE; COORDINATE WITH TRACK FOR MOTORIZED r} HEIGHT OF DOOR NOTES: GARAGE DOOR; CONTRACTOR TO 1. REFER TO STRUCTURAL FRAMING PLANS FOR ALL MEMBER SIZES. COORD. W/OWNER FOR 2. ALL FASTENERS 3. EXPOSED FASTENE BE RS ARE RINE TO ERFLDATH AD SCREWS AND MUST ALIGN KEY LAN TYPE OF OPERATION WITH ALL ADJACENT FASTENERS 4. ALL STRUCTURE, POSTS, TRELLIS, ETC ARE TO BE CEDAR STAINED TO EXTERIOR ENVELOPE, DOORS, AND WINDOW NOTES MATCH ADJACENT SIDING; SUBMIT SAMPLES 5. DECKING TO BE TREX COLOR TO BE SELECTED EXTERIOR WALLS HARDIPLANK; COLOR TO MATCH ADJACENT 1. PROVIDE 3/" EXTERIOR SHEATHING WITH FULLY SEALED 4 MIL VAPOR BARRIER (PRODUCT TBD); TYVEK HOUSE WRAP. PREMANUFACTURED SKYLIGHT OPENING 2. HARDIE BOARD HZ5 SIDING PLANK LAP SMOOTH IRON GREY n GARAGE DOOR DETAIL 3. CORTEN STEEL AT SOUTH FAgADE. WESTERN STATES METAL. CONCEALED FASTENERS 22 GAUGE; WESTERN 3" = 1'-0" INSULATED MOTORIZED GARAGE DOOR PAN FLASHING REVEAL- 1.0 CORTEN METAL WALL AND SOFFIT PANEL 18"; UNDERLAYMENT SHOULD BE A HIGH TEMPERATURE V UNDERLAYMENT. COLOR: IRON GRAY HEX SCREW W/BONDED SEALING 4. PROVIDE GRAVEL AT BASE OF CORTEN FOR RUST RUN OFF WASHER @ 1"O.C. INTO NAILER 5. INSULATION: 4"SPRAY FOAM AT EXTERIOR WALLS AND ROOF. R-13 MINIMUM; OPEN CELL POLYURETHANE ONLY SPRAY FOAM INSULATION: ICYNENE LD-C-50TM BY ICYNENE INC., OR EQUAL. 6. SLOPED ROOF: WESTERN LOCK; CONCEALED FASTENER METAL ROOF PANELS OR ENGLERT-STANDING SEAM CUT LAMINATING PAD TO COVER OPENING; GALVALUME PLUS, INTEGRAL COLOR: CHARCOAL GREY LAYER TO OVERLAP ROOF LAMINATING PAD 7. FLAT ROOF: CARLISLE®SYNTEC SYSTEMS NON-REINFORCED SURE-SEAL EPDM FULLY ADHERED, HEAT BY MIN. 12" WELDED SEAMS. UNDERLAYMENT AS REQ'D BY MAN'R, 25 YEAR WARRANTY _ LEVEL 2 DOB STAMPCIL 8. ALL INSULATION CALLED OUT IN DETAILS; GC TO INSTALL PER MANUFACTURER DETAILS H.. 7 7 9. R BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURER'S INSTRUCTIONS. :..t� -• •�- -- ••• • -� �>•.•- - -� - --• '� =� .,,., ... . . -• . . . .. ....< . < WINDOWS 1. MARVIN ELEVATE WHITE INTERIOR AND FIBERGLASS BLACK EXTERIOR; IMPACT GLAZING. 2. MASTER BEDROOM: MARVIN ELEVATE CASEMENT WINDOWS INSERT W/INTERIOR SCREENS, LOW-E COATING, TYPICAL ROOF ASSEMBLY LEVY RESIDENCE WOOD CONSTRUCTION WITH ALUMINUM EXTERIOR CLADDING, THERMAL VALUE IS TO BE COMPATIBLE WITH REQUIREMENTS OF CLIMATE, SIZES AND OPERATION AS INDICTED IN DRAWINGS 405 SOUNDVIEW AVE 3. SKYLIGHTS: VELUX FRESH AIR CURB MOUNTED WITH ELECTRIC RAIN SENSOR; NO LEAK, ELECTRIC WITH ROOM MATTITUCK, NY 11952 DARKENING SHADE SUBMIT SAMPLES FOR APPROVAL DOORS 1. EXTERIOR-FULL HEIGHT SINGLE LEAF GLASS DOORS. PROVIDE MARVIN ELEVATE. 2. HARDWARE:. EXTERIOR DETAILS 3. (2)GARAGE DOORS; OVERFEAD GARAGE DOOR 3 PANEL WIDE AVANTE FROM CLOPLAY; WHITE ACRYLIC WITH O BLACK(ANODIZED) As indicated 4. PROVIDE: LIFTMASTER ELITE SERIES 84501 ULTRA-QUIET BELT DRIVE SMART OPENER WITH DUAL LED LIGHTING n SECTION THROUGH SKYLIGHT 10 December 2024 N 1 1/2" = 1'-0" 7'-0 1/2" SPACE RESERVED FOR DOB BULL NOSE TILE LL - — --- - - -- "— , 1Isksk, W 6 , _ T W SCHEDULE - - \ w w D WALL -- - SCHEDULED TILE WATER RESISTANT o CEMENT BACKER BOARD LATICRETE 254 PLATINUM TILED SHELF - LATICRETE HYDROBAN WATER RESISTANT (WATERPROOFING MEMBRANE) �p \ SCHLUTER TRIM 3" TYP BACKER BOARD, LATICRETE 254 PLATINUM ° TO BE USED AT - EDGES TYP PLYWD SCHEDULED FLOOR _ COVE BASE " ' \+ WATER RESISTANT CEMENT BACKER BOARD CEMENTITIOUS LATICRETE 254 PLATINUM SELF LEVELER AS EXISTING CONC FLOOR LATICRETE HYDROBAN HYDROBAN ROLL ON VJATERPROOFING INSIDE CORNER OUTSIDE CORNER (WATERPROOFING MEMBRANE) INSIDE CORNERBY LATICRETE; COAT ENTIRE FLOOR AND 12" TRIM TILE AT BOTTOM OF WALL 6 WET AREA WATERPROOFING 1 1/2" = 1'-O" n ENLARGED POWDER ROOM n TILE SHELF DETAIL n TILE SECTION DETAIL n TILE PLAN DETAILS 3" = 1'-0" APPLICATION #: SCAN #: 1 REVISION # DATE DESC. WATER RESISTANT CEMENT BACKER BOARD -- - o (WATERPROOFING MEMBRANE) (W )E c \ - - - - - SCHLUTER TRIM -JOLLY e - - -.r= - \" LATICRETE 254 PLATINUM COORD. DEPTH OF TRIM WITH THICKNESS OF TILE F - - N TILE; CUT TOP OF SHEET • \":. AT THE HALF TILE 1,•` . ..... . .. .. .. = - - - - - - - b - ° ° s . 1 $ SCHLUTER TRIM DETAIL N 3'—0" 3" — 1'-0" ... .. BUILT IN SHELVING LATICRETE PERMACOLOR PERMIT DRAWINGS 1 FOR TOWELS AND GRDUT TOILETRIES; COULD \" � Peconic Surveyors, P.C.ALSO INSTALL A DOOR SCHEDULED TILE RECESSED SHOWER NICH P.O. Box 909 9 Southold, NY 11971 " = 1'-0" P: 631-765-5020 3 F: 631-765-1797 Email: peconicsurvey@optonline.net ,\ BATHROOM NOTES: ,'\ , 1. ADD ALTERNATE: PROVIDE UNDERFLOOR HEATING AT SLATE TILE AND MASTER � '` � " < BATHROOM ON SECOND FLOOR; INSTALL OWNER PROVIDED RADIANT' UNDERFLOOR; 3 A \" �".\ PROVIDE DIGITAL WALL MOUNTED THERMOSTAT �... > 2. POWDER ROOM FLOORING TO BE ZIA TILE 2 X 8 CEMENT TILE CAROLINA BLUE AZA Engineering LLC 5 221 W 37 St 6th FL 3 CONSTRUCT ALL GLASS SHOWER DOORS AND ASSEMBLIES FROM SA=ETY TEMPERED om \ GLASS \„ (212) 517 1364 5 •,�, CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC INSTALL SHOWER SHELF INSTALL HANDLE FOR SHOWER CONTROLS 325 Gold St, Suite#604, Brooklyn, NY 11221 FOR SHAMPOO ABOVE THIS WALL 347.778.5908 TUB contactkce@kceengr.com �2ND FL BATHROOM ENLARGED ;_,>,, 1/2" = 1'-0" . 1245 Old Wood Path Southold, NY 11971 www.redesignarchitects.com 929.234.6814 FRAMELESS CLEAR ALL NEW GREEN BOARD CEMENT LOW E GLASS SHOWER KEY PLAN BOARD DOOR/WALL THROUGHOUT THE BATHROOM 6 MIL POLY WATERPROOFING MIN; COAT MORTAR BED ENTIRE FLOOR AND 12"AT BOTTOM OF WALL; LAP OVER MEMBRANE PEA GRAVEL OR CRUSHED TILE AROUND WEEP HOLES STONE OVER LATEX MODIFIED THINSET CEMENT BACKERBOARD N IMBED SHOWER GLASS SHOE IN CERAMIC TILE CURB CAULK AS NECESSARY — z i" EXTEND MEMBRANE UP WALLS; X X : xT"�__x. -- x' --------- BUILT-UP�� CURB•,y ..n: 1 DOB STAMP FASTEN AT TOP ONLY — �- CAULK EXISTING SUBFLOOR AND SUPPORT 15# FELT AND WIRE LATH WIRE MESH REINFORCEMENT LEVY RESIDENCE LATEX MODIFIED MORTAR SLOPED 1/4" PER FOOT — 40 MIL 405 � SOUNDVIEW AVE CPE SHOWER MATTITUCK, NY SHOWER DETAIL PAN MEMBRANE 1 2 PIECE CLAMPING DRAIN; 1 1/2" = 1'.-0" CHROME BATHROOM DETAILS As indicated O 10 December 2024 N SPACE RESERVED FOR DOB ,;rr EXISTING FLOOR EXISTING FLOOR RESILIENT SEALANT RESILIENT SEALANT BOTH SIDES OF BOTH SIDES OF PARTITION PARTITION RUNNER Ir RUNNER 10, `� - STOP WOOD PANEL 4 1/2" FROM CEILING; GWB PT-X FOYER WALLS: ROBIN REIGI SWOOP JAMIE BECKWITH COLLECTION 5/8" GLUE DOWN; PLAIN WHITE OAK WITH GRIS BATT INSULATION TOILET MIDDLE PANEL; SUBMIT SAMPLES ROOM HEAD SEE STRUCTURAL SIDE ACOUSTIC SEALANT AT 2A 3 5/8" MTL STUD SCHEDULED 3 5/8" MTL STUD I — ACOUSTIC BATT INSULATION AT 2A 5/8"GWB 16" O.C. TILE 16" O.C. 1/2" PAINTED REVEAL 1MTL MTL RUNNER _ PTD SEMI-GLOSS WD RUNNER — SEE ELEVATIONS FOR ADDITIONAL BASE RESILIENT SEALANT WALL TREATMENT \ RESILIENT SEALANT BOTH SIDES OF 2x4 \\\ BOTH SIDES OF i, .' PARTITION PARTITION ACOUSTIC SEALANT AT 2A BASE BASE SEE STRUCTURAL 1/2" X1 MAX HT INSUL FIRE RT REMARKS 5/8 5/8" )C1 MAXH GAUGE INSUL STC UL#FIRERT REMARKS 1/2" 31/2" 1/2" GAUGE STC I UL# 10, SLATE FLOOR APPLICATION #: 5/8"GYPSUM WALL BOARD 5/8"CEMENT BOARD 5/8"GYPSUM WALL BOARD 5/8"GYPSUM WALL BOARD TYPE 2 -GWB BOTH SIDES TYPE 2A-GWB BOTH SIDES W/INSULATION SCAN #: Al 3 5/8" E I I 3" I NONE I A3 3 5/8" 3" NONE 16"O.C. T 16"O.C' I 20 53 20 53 REVISION # DATE DESC. 4 7/8T� NOTES NOTES 1. ATTACH GWB LAYER WITH BOARD LENGTH PARALLEL TO STUDS. 1. ATTACH FIRST GWB LAYER WITH BOARD LENGTH PARALLEL TO STUDS. 2. EACH SUCCESSIVE GWB LAYER SHALL BE PERPENDICULAR TO 2. EACH SUCCESSIVE GWB LAYER SHALL BE PERPENDICULAR TO THE PREVIOUS GWB LAYER. THE PREVIOUS GWB LAYER. 3. ALL GWB LAYERS ARE TO BE SCREWED AT 16" O.C. SPACING. 3. ALL GWB LAYERS ARE TO BE SCREWED AT 16"O.C. SPACING. 4. USE FIBERGLASS TAPEAND JOINT COMPOUND TO FINISH GWB 4, USE FIBERGLASS TAPE AND JOINT COMPOUND TO FINISH GWB PARTITION A7-SECTION AT FOYER �1 PARTITION Al n PARTITION A3 n PARTITION - TYPE A7 U 1 1%:?" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" WALL = 1'-0" PERMIT DRAWINGS Peconic Surveyors, P.C. P.O. Box 909 Southold, NY 11971 P: 631-765-5020 F: 631-765-1797 Email: peconicsurvey@optonline.net 8" CONCEALED WD BLOCKING BETWEEN 1" STUDS CEILING FRAMING ACCESS PANEL BLOCKING FASTENED TO WALL WITH GWB; PT-1 „ "' .\ :.., WOOD SCREWS, THREE MIN, - EE7, ._: —_ AZA Engineering LLC cI - 221 W 37 St 6th FL artemz@azaeng.com (212)517-1364 CE _ WOOD PLUGS TO MATCH SHELF AT HOLE NOTE: ��� ;�" CREATED BY FASTENERS PROVIDE THIS DETAIL AT EVERY ACCESS PANEL r't, ` CONSULTING ENGINEERING PLLC FOR THIS ADDITION CUSTOM WOOD SHELF FASTENED TO BLOCKING FROM UNDERSIDE ONLY WITH ACCESS PANEL DETAIL KCE Consulting Engineering PLLC WOOD SCREWS, THREE MIN 325 Gold St, Suite#604, Brooklyn, NY 11221 1/2"WOOD VENEER WITH WHITE OAK 3" = 1'-0" 347.778.5908 VENEER, FINISH TO MATCH FLOORING contactkce@kceengr.com 1" SOLID WHITE OAK TRIM EDGE TYP ON THREE SIDES OF SHELF, ALL FASTENERS �. CONCEALED, MITER AT CORNERS, FINISH TO MATCH FLOORING n FLOATING SHELF DETAIL 1245 Old Wood Path '- 3" - l'-0" GENERAL NOTES Southold, NY 11971 www.redesignarchitects.com 1. ALL CEILING JOISTS OR RAFTERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE JOISTS PROVIDE 929.234.6814 A CONTINUOUS TIE ACROSS THE RAFTERS. CEILING JOISTS AND RAFTERS SHALL BE SECURELY FASTENED AT THEIR INTERSECTIONS. A METAL OR WOOD CONNECTOR SHALL BE USED AT ALTERNATE CEILING JOIST/RAFTER CONNECTIONS TO THE WALL TOP PLATE. 2. WOOD TWO-BY-FOUR-INCH (MINIMUM) CONNECTORS OR METAL JOIST ANCHORS SHALL BE USED TO KEY PLAN SCHEDULED WALL AND FINISH TIE FLOOR JOISTS TO FLOOR BEAMS/GIRDERS. CROSS BRIDGING OF ALL FLOOR JOISTS SHALL BE 1/2" PROVIDED. SUCH CROSS BRIDGING MAY BE ONE-INCH-BY-THREE-INCH MEMBERS, PLACED EIGHT FEET ON CENTER, MAXIMUM, OR SOLID BRIDGING OF THE SAME DEPTH AS THE JOISTS AT THE SAME SPACING. RETURN UNDERLAYMENT AT WALL 3. EXTERIOR WALL CONNECTIONS: ALL BOTTOM PLATES SHALL HAVE ANY REQUIRED BREAKS UNDER A SCHEDULED BASE WALL STUD OR AN ANCHOR BOLT. APPROVED ANCHORS WILL BE USED TO SECURE RAFTERS OR SCHEDULED WD FLOORING JOISTS AND TOP AND BOTTOM PLATES TO STUDS IN EXTERIOR AND BEARING WALLSTO FORM A ci c� CONTINUOUS TIE. CONTINUOUS FIFTEEN-THIRTY-SECONDS-INCH OR THICKER PLYWOOD SHEATHING, ADHESIVE OVERLAPPING THE TOP WALL PLATE AND CONTINUING DOWN TO THE SILL, BEAM OR GIRDER, MAY BE / U I SCHEDULED ACOUSTIC UNDERLAYMENT USED TO PROVIDE THE CONTINUOUS TIE. IF THE SHEETS OF PLYWOOD ARE NOT VERTICALLY AND VAPOR BARRIER CONTINUOUS, THEN TWO-BY-FOUR NAILER BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL 3/4" PLYWOOD SUBFLOOR; EXTERIOR GRADE; JOINTS. IN LIEU OF THE PLYWOOD, GALVANIZED STEEL RODS OF 1/2 INCH DIAMETER OR GALVANIZED FASTENED TO BEAMS/JOISTS WITH 8D ANNULAR OR STEEL STRAPS NOT LESS THAN ONE INCH WIDE BY 1/16 INCH THICK MAY BE USED TO CONNECT FROM _ =? SPIRAL THREAD GALVANIZED NAILS THE TOP WALL PLATE TO THE SILL, BEAM OR GIRDER. WASHERS WITH A MINIMUM DIAMETER OF THREE CA 2"x1O" FLOOR JOIST(SEE STRUCTURAL) INCHES SHALL BE USED AT EACH END OF THE 1/2 INCH ROUND RODS. THESE ANCHORS SHALL BE INSTALLED NO MORE THAN TWO FEET FROM EACH CORNER ROD, NO MORE THAN FOUR FEET ON RECESSED FIXTURE, SEE CENTER. / RCP r 5/8"SCHEDULED GWB DOB STAMP bo LO ACOUSTIC BATT INSULATION LEVY RESIDENCE TYPICAL FLOOR/ CEILING 405 SOUNDVIEW AVE 1 1/2" — l'-0" MATTITUCK, NY 11952 INTERIOR DETAILS As indicated O 10 December 2024 N SPACE RESERVED FOR DOB WINDOW AND STOREFRONT SCHEDULE MANUFACTUR MARK LEVEL ER MATERIAL HEIGHT WIDTH SILL HEIGHT COLOR COMMENTS 1 LEVEL 1 MARVIN ALUM/WD 4' -7" 4'-9" 3'-0" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING HARDIPLANK 3/4" 1/2" ELEVATE HARDIWRAP TO CONTINUE 1/2"VERTICAL WOOD 2 LEVEL 1 MARVIN ALUM/WD 4' -7" 4'-9" 3'-0" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING OVER FLASHING BATTEN ELEVATE ' 3/4" EXTERIOR GRADE "'{ 4" HARDIBOARD SIDING 3 LEVEL 1 MARVIN ALUM/WD 1'-8" 5'-0" 6'- 1" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING '} PLYWOOD SHEATHING ELEVATE 6"TALL CONTINUOUS1. HARDIWRAP TO CONTINUE 4 LEVEL 1 MARVIN ALUM/WD 1' -8" 4'-0" 6'-8" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING MARINE GRADE SS OVER FLASHING ELEVATE l FLASHING 3/4" EXTERIOR GRADE 5 LEVEL 2 MARVIN ALUM/WD 1' -8" 6'-0" 5'-3 1/2" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING 1 GWB RETURN PLYWOOD SHEATHING ELEVATE :« CORNERBEAD 6"TALL CONTINUOUS 6 LEVEL 2 MARVIN ALUM/WD 1'-8" 6'-0" 5'-3 1/2" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING / MARINE GRADE SS ELEVATE -N FLASHING 7 LEVEL 2 VELUX ALUM 4' -0" 2'-6" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING GWB RETURN SKYLIGHT CORNERBEAD 8 LEVEL 2 VELUX ALUM 4' -0" 2'-6" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING SHIM AS REQ. SKYLIGHT BUG SCREEN BY WIN MFR 10 BASEMENT MARVIN ALUM/WD BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING ELEVATE 11 BASEMENT" MARVIN ALUM/WD 10'-0" 9'- 10" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING SCHEDULED CASEMENT SHIM AS REQ. ELEVATE WINDOW 12 BASEMENT" MARVIN ALUM/WD 10'-0" 11'-6" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING STANDARD JAMB SCHEDULED FIXED ELEVATE EXTENSION BY WIN MFR WINDOW 13 BASEMENT MARVIN ALUM/WD BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING ELEVATE PTD WOOD SILL 14 BASEMENT" MARVIN ALUM/WD 4'- 1" 11'-9 1/2" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING C° 2 7/8"STANDARD JAMB ELEVATE EXTENSION BY ANDERSEN APPLICATION #: 15 BASEMENT MARVIN ALUM/WD 9'-7" 6' -0" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING ELEVATE PTD WOOD SILL SCAN #: 16 BASEMENT MARVIN ALUM/WD 7'-7" 1'-0" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING ELEVATE !� 21 EXISTING VELUX ALUM 4'-0" 2'-6" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING REVISION # DATE DESC. ROOF SKYLIGHT 3/4" 22 LEVEL 1 MARVIN ALUM/WD 7' -6" 4' -0" 2'-6" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING 3 ELEVATE 2x6 FRAMING; RE: STRUCTURAL 24 LEVEL 1 MARVIN ALUM/WD 7' -6" 4' -0" 2'-6" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING ELEVATE 6"TALL CONTINUOUS } 3/4" Cl) 25 LEVEL 1 MARVIN ALUM/WD T -6" 4'-0" 2'-6" BLACK 1" INSULATED GLASS/IMPACT TEMPERED GLAZING Ir MARINE GRADE SS ELEVATE I FLASHING 6"TALL CONTINUOUS HARDIWRAP MARINE GRADE SS WATER RESISTIVE VAPOR 5/8" PTD GWB PERMEABLE AIR BARRIER MEMBRANE: HARDIWRAP BY NOTES: sr JAMES HARDIE WINDOW SECTION DETAIL AT 3 1/2" BATT THERMAL 1. PROVIDE AND INSTALL MARVIN ELEVATE IMPACT RATED; MAX GLASS PANEL SIZE IS 70"X 30"; BLACK TRIM HARDIBOARD INSULATION W/R VALUE OF 2. THE SQUARE FOOTAGE OF IMPACT RATED GLASS IS 60 TO 70 FT.2 U 3" = 1'-0" 13 MINIMUM 3. PROVIDE AND INSTALL MARVIN ELEVATE G-2 IMPACT DOORS AT EXTERIOR DOORS n SECTION DTL AT FIXED WINDOW PERMIT DRAWINGS 4. ALL EXTERIOR GLASS PANELS, WINDOWS AND DOORS SHALL BE CONSTRUCTED TO WITHSTAND LOADS DUE TO THE DESIGN WIND SPEED OF 75 MILES PER -LOUR. CONNECTIONS FOR THESE ELEMENTS MUST BE CONSTRUCTED TO TRANSFER SAFELY THE DESIGN LOADS TO THE SUPPORTING STRUCTURE. PANEL WIDTHS OF MULTIPLE PANEL SLIDING Peconic Surveyors, P.C. GLASS DOORS SHALL NOT EXCEED THREE FEET. P.O. Box 909 5. PROVIDE AZEK TRIM THROUGHOUT Southold, NY 11971 P: 631-765-5020 6. FENESTRATION THAT IS NOT SITE BUIL- IS LISTED AND LABELED AS MEETING AAMA/WDMA/CSA 101/I.S.2/A440 OR HAS F: 631-765-1797 INFILTRATION RATES PER NFRC 400 THAT DO NOT EXCEED CODE LIMITS. Email: peconicsurvey@optonline.net HARDIPLANK 6"TALL CONTINUOUS MARINE GRADE SS JAMB FLASHING AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212)517-1364 {< . z STANDARD JAMB �; EXTENSION ----------- -------- .\ RE CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com GWB RETURN „ CORNERBEAD PTD WOOD SILL BELOW — 1245 Old Wood Path Southold, NY 11971 SEE HEAD/SILL DETAIL FOR,TYPICAL NOTES AND DIMENSIONS www.redesignarchitects.com 929.234.6814 TYPICAL PLAN DTL AT CASEMENT KEY PLAN J DOB STAMP - LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 WINDOW DETAILS 10 December 2024 N SPACE RESERVED FOR DOB DOOR SCHEDULE Level Mark Wi&W__T Height Thickness Door_INT/EXT Finish Fire Rating Comments 1/2" LEVEL 1 101 3'-0" 7'-0" 2" INT WD 1 HR SELF CLOSING MECHANISM LEVEL 1 102 2'-6" T-0" 2" INT WD SCHEDULED WALL FINISH BEADBOARD, REF INTERIOR ELEV. LEVEL 1 103 3'-0" T-0" 1 1/2" INT WD POCKET LEVEL 1 106 3'-0" T-0" 1 1/2" INT WD POCKET WATERPROOFING MEMBRANE LEVEL 1 107 8'-4" 10' -0" 1 1/2" INT 4 PANEL N/A DOORS TO OPEN COMPLETELY PAINTED WOOD FRAME SCHEDULED WALL I CEDAR SIDING SLIDING , AND CASING, MITER PTD SEMI-GLOSS FINISH ° GLASS PANEL - - CORNERS, TYP. WD FRAME - 2X6 WD HEAD AND FLASHING W/DRIP EDGE LEVEL 1 108 3'-9" 10' -2" 1 1/2" INT 2 PANEL N/A DOORS TO OPEN COMPLETELY PAINTED WD 1/2 AT HEAD. EXTEND 8" SLIDING VENEER DOOR BLOCKING ABOVE HEAD, MIN. GLASS PANEL MITER °' z . LEVEL 1 109 T-0" 6'-8" 2" INT PTD WD 1 HR SELF CLOSING MECHANISM N J LEVEL 1 110 8'-0" T-0" 1 1/2" EXT GARAGE Q LEVEL 1 111 8'-0" T-0" 1 1/2" EXT GARAGE SOLID WOOD DOOR LEVEL 1 113 T-0" T-0" 2" INT PTD WD — CEDAR TRIM, FINISHED TO LEVEL 1 115 4'-7" 6'-8" 2" INT DOUBLE PTD 1 HR SELF CLOSING MECHANISM MATCH SIDING WD V-GROOVE BEADBOARD, LEVEL 1 116 2'-0" T-0" 2" INT PTD WD REUSE EXISITNG SALVAGED DOORS 1 1/2 FASTEN AS REQ'D BY MAN'R " LEVEL 1 117 4' -0" 6' - 10" 2" INT PTD WD REUSE EXISITNG SALVAGED DOORS 1/2"�I1 1/2",-1/2" SOLID CEDAR DOOR, LEVEL 1 118 2' -0" T-0" 2" INT PTD WD REUSE EXISITNG SALVAGED DOORS FINISHED TO MATCH SIDING LEVEL 1 119 4' -7" 6'-8" 2" INT PTD WD 1 HR REUSE EXISITNG SALVAGED DOORS LEVEL 1 120 4'-7" 6'-8" 2" INT PTD WD 1 HR REUSE EXISITNG SALVAGED DOORS 1/2" 1/2" Al 3/4" LEVEL 1 121 3' -0" T-0" 2" EXT PTD WD 1 HR LEVEL 1 123 2' - 11 1/2" T-0" 1 1/2" INT WD POCKET DOUBLE POCKET FLAT DOOR DETAIL AT ALL A2 1/4" LEVEL 1 124 2'-3 1/2" T- 10 1/2" 1/2" EXT GLASS n PARTITIONS n TYPICAL DOOR FRAME DETAIL n POCKET DOOR DETAIL LEVEL 1 127 1/2" T-9" 1/2" EXT GLASS NOT USED 3" — 1'_�" U 1 1/2" — 1'-�" 1 1/2" — 1'-�" n V-GROOVE EXTERIOR DOOR DETAIL APPLICATION #: LEVEL 1 129 5' - 1" 10' -0' 2 EXT SLIDING � GLASS LEVEL 1 130 3'-7 1/2" 6'- 11 1/2" EXT SLIDING SCAN #: GLASS LEVEL 2 162 2'-4" T-0" 1 1/2" LEVEL 2 200 2'-3 1/2" 6'- 11 1/2" 1/2" EXT GLASS REVISION # DATE DESC. LEVEL 2 201 2'-2" 6'- 11 1/2" 1/2" EXT GLASS LEVEL 2 202 3'-0" T-0" 1 1/2" INT WD POCKET LEVEL 2 203 2'-4" 7'-0" 1 1/2" INT WD POCKET LEVEL 2 204 2'-4" T-0" 1 1/2" INT WD POCKET LEVEL 2 205 2'-4" 7'-0" 1 1/2" INT WD POCKET LEVEL 2 206 2'-6" T-0" 2" INT WD DOORS NOTES 1. INTERIOR DOORS: HYPERLINK"HTTPS://WWW.WAYFAIR.COM/HOME- IMPROVEMENT/PDP/VALJSSO-DESIGN-LLC-FLUSH-MAN UFACTURED-WOOD-HOLLOW- GAINI=SVILLE-STANDARD-DOOR-MDCR1004.HTML?PIID=58640174%2C58640167"FLUSH HARDIWRAP TO CONTINUE MANUFACTURED WOOD HOLLOW GAINESVILLE STANDARD DOOR BY VALUSSO DESIGN LLC; I , OVER FLASHING WHITE SILVER 3/4" EXTERIOR GRADE I' PLYWOOD SHEATHING 2. POCKET DOOR HARDWARE: EMTEK POCKET DOOR MORTISE NARROW MODERN SATIN NICKEL PERMIT DRAWINGS CONTINUOUS 6"TALL 3. HARDWARE: PROVIDE Ek4TEK DISC CRYSTAL SQUARE SATIN NICKEL 2 3/8" BACKSET; SQUARE MARINE GRADE SS CORNER ;F` _ FLASHING Peconic Surveyors, P.C. LATCH I'..- P.O. Box 909 3 1/2" UNFACED BATT Southold, NY 11971 4. EMTE:K DOOR HINGE SATIN NICKEL 4 INCH SOLID BRASS RESIDENTIAL DUTY DOOR HINGES WITH = } ' INSULATION P: 631-765-5020 SQUARE F: 631-765-1797 CORNERS ,_: , Email: peconicsurvey@optonline.net 5. ALL EXTERIOR DOORS TO COMPLY WITH BLOWER DOOR TEST @ 50 PA. <=5 ACH IN CLIMATE 1 ZONES 1-2, AND <=3 ACH IN CLIMATE ZONES 3-8 m F- w nN FINISH WOOD FRAME ON ` EXTERIOR TO MATCH WINDOW _ _ PAINTED SOLID WOOD ,f ,. } SYSTEM 2" iv � f WINDOWSILL "� R AZA Engineering LLC j - 1/16" GAP FOR EXPANSION 221 W 37 St 6th FL artemz@azaeng.com — — 7 2)(2 5 - 64 - JAMB BEYOND HARDIPLANK KCE 'law'.. HARDIWRAP TO OVERLAP FLASHING COKsULTIK&EKGIIdEEI�II�G PLLC 6"TALL V)VW KCE Consulting Engineering PLLC CONTINUOUS 325 Gold St, Suite#604, Brooklyn, NY 11221 MARINE GRADE SS V 347.778.5908 JAMB FLASHING contactkce@kceengr.com WOOD JAMB EXTENSION 2 3/4" WOOD FINISH FRAME TO MATCH WINDOW SYSTEM WOOD THRESHOLD BELOW —�-- -. Southold,45Old d h NY 11971 - _ SLIDING BUG SCREEN SCHEDULED SLIDING DOOR --// SYSTEM — www.redesignarchitects.com -"% SCHEDULED ANDERSEN SLIDING DOOR 929.234.6814 WOOD THRESHOLD TO MATCH FINISHED FLOOR f KEY PLAN PLAN SECTION DETAIL AT SLIDING 7 DOOR 3" = 1'-0" FINISHED FLOOR 3/4"SUBFLOOR FLASHING W/DRIP EDGE J n SECTION DETAIL AT SLIDING DOOR cL DOB STAMP LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 DOOR SCHEDULE As indicated O 10 December 2024 N =9u Project Title: GENERAL NOTES: IN CONCRETE SLABS. THE BEGINNING OF CONSTRUCTION. AFTERWARDS, 20 PERCENT (MINIMUM) OF SHEAR STUDS SHALL 9• FOR ROOF SLOPES, MANSARD DIMENSIONS, OTHER ARCHITECTURAL DIMENSIONS AND DETAILS, SEE 05 BE INSPECTED BY [RING TESTD AND MEASURED. ALL STUD WELDING SHALL BE INSPECTED ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL COORDINATE BETWEEN THE ARCHITECTURAL 6. THE ENGINEER SHALL ASSUME THAT NO SUBMITTED SHOP DRAWING OR OTHER DOCUMENT 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND A. ALL CONDUITS SHALL BE CENTERED AT MID-DEPTH OF SLAB. CONDUIT DIAMETER SHALL NOT VISUALLY. AND STRUCTURAL DRAWINGS. COMPRISES A VARIATION FROM THE CONTRACT UNLESS THE CONTRACTOR ADVISES THE ENGINEER 0 U N D V I E W MECHANICAL DRAWINGS AND SPECIFICATIONS. EXCEED 1/3 OF SLAB THICKNESS. CLEAR DISTANCE BETWEEN TWO ADJACENT CONDUITS OTHERWISE IN WRITING. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK RELATED TO SUCH SHALL BE A MINIMUM OF 3 DIAMETERS OF LARGER OF THE TWO CONDUITS. STEEL PAINTING NOTES - EXPOSED STEEL: PLYWOOD SHEATHING NOTES: VARIATION BEFORE RECEIPT OF ENGINEER'S WRITTEN ACCEPTANCE. 2. THE LATEST EDITION OF THE NEW YORK STATE BUILDING CODE, AND APPLICABLE EDITIONS OF THE B. VERTICAL SLEEVES, PIPES, ETC. THROUGH SLAB EITHER CLUSTERED OR INDIVIDUAL, SHALL FOLLOWING CODES AND STANDARDS SHALL APPLY: NOT INTERRUPT MORE THAN 1/8 OF THE WIDTH OF COLUMN STRIP. CLEAN STEEL IN ACCORDANCE WITH SSPC-SP6 COMMERCIAL BLAST CLEANINC AND COAT WITH TNEMEC C. NO REINFORCEMENT BARS SHALL BE CUT, BENT, SHIFTED OR OTHERWISE ALTERED AS N0. 50-330 POLY-URA-PRIME AT 2-3 MILS DRY FILM THICKNESS (DFT), OR APPROVED EQUAL. AFTER AVENUE 1. APA STRUCTURAL RATED SHEATHING EXP 1, 24/0 SHALL BE USED FOR FLOOR AND ROOF 7. IN CASE RESUBMISSION OF SHOP DRAWINGS, CALCULATIONS AND OTHER WRITTEN SUBMITTALS A. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES - AISC. CONDUITS, PIPES, ETC. AS COMPARED TO WHAT IS SHOWN ON THESE DRAWINGS. ERECTION AND TOUCH UP APPLY A FULL COAT OF TNEMEC SERIES 161 TNEME-FASCURE EPDXY PAINT SHEATHING. INCLUDING ADDITIONS, DELETIONS OR CORRECTIONS THE CONTRACTOR SHALL CIRCLE OTHERWISE 405 SOUNDVIEW AVENUE, MATTITUCK, NY B. ANSI/AISC 360-05 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS D. ANY DEVIATIONS FROM ABOVE REQUIREMENTS SHALL BE SHOWN ON THE SHOP DRAWINGS AND 3-5 MILS DFT IN WINTER AND SERIES 135 CHEMBUILD EPDXY PAINT 5-6 MILS DFT, OR APPROVED IDENTIFY ALL CHANGES FROM THE PRIOR ISSUE. ALL MATERIAL SUBMITTED EACH CHANGE CLEARLY 11952 DESIGN AND PLASTIC DESIGN. SUBMITTED FOR APPROVAL BY THIS OFFICE. EQUAL, IN SUMMER. APPLY PRIMER WITHIN 4 HOURS AFTER CLEANING. 2. THE STANDARD 4' X 8' PANELS SHALL BE PLACED WITH STAGGERED JOINTS. IDENTIFIED SHALL BE RETURNED WITHOUT REVIEW FOR RESUBMISSION. C. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE - ACI 318. D. SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. STRUCTURAL STEEL NOTES: POST INSTALLED ANCHORS 3. FASTENING SHALL BE AS PER THE TYPICAL FLOOR CONSTRUCTION DETAIL. 8. THE RETURNED SHOP DRAWINGS AND OTHER SUBMITTALS SHALL BE STAMPED BY THE ENGINEER. E. AISI - SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. THE STAMP SHALL DENOTE REVIEW STATUS WHICH MAY OR MAY NOT REQUIRE FURTHER F. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED (UON) : 1. ANCHOR CAPACITY SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE ANCHOR RESUBMISSION AS PER THE FOLLOWING: MANUFACTURER OR OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD 4. LAY THE PLYWOOD PANELS SUCH THAT THE LONG DIMENSION IS PERPENDICULAR TO THE SPAN IN CASE OF CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. A. WIDE FLANGE AND TEE SHAPES - ASTM A992 GRADE 50 (ENGINEER). DIRECTION OF THE JOISTS. STATUS: RESUBMISSION: B. CHANNELS, S SHAPES, ANGLES, PLATES AND BARS - ASTM A36 A NO EXCEPTION TAKEN NOT REQUIRED 3. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY AND C. ROUND HSS SHAPES - ASTM A53 GRADE B 5. PROVIDE BLOCKING AT UNSUPPORTED PLYWOOD PANEL EDGES. SUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THAT 2. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS SHALL BE APPROVED IN WRITING BY THE N EXCEPTIONS NOTED REQUIRED FOR RECORD ONLY HAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANS D. SQUARE & RECTANGULAR HSS SHAPES - ASTM A500 GRADE B ENGINEER PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS D=MONSTRATING THAT THE E. HP SHAPES - ASTM A572 GRADE 50 SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED ALLOWANCES: NR EXCEPTIONS NOTED, REVISE & RESUBMIT REQUIRED SHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT. PRODUCT. SUBSTITUTIONS SHALL BE EVALUATED BY THEIR HAVING AN INTERNATIONAL CODE RR REJECTED REQUIRED 2. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. FIELD CONNECTIONS SHALL BE BOLTED UNLESS ::.x::::<,c,« •.r COUNCIL EVALUATION SERVICE REPORT (ICC ESR) SHOWING COMPLIANCE WITH THE RELEVANT 1. BIDDERS SHALL PROVIDE A SEPARATE PRICE FOR 5 TONS OF ADDITIONAL REINFORCING STEEL •_ 3 4. BEFORE COMMENCEMENT OF ANY WORK AND/OR FABRICATION, THE CONTRACTOR SHALL SUBMIT TO SPECIFICALLY SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. 9. CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS AND OTHER REVIEWED DOCUMENTS THE ARCHITECT FOR HIS APPROVAL CONCRETE MIX DESIGNS FOR EACH TYPE OF CONCRETE TO BE BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY (ASTM A-615) & 9 CUBIC YARDS OF CONCRETE (F C = 5000 PSI) TO BE USED ON THE PROJECT SHALL NOT RELIEVE THE CONTRACTOR FROM STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE USED, MILL REPORTS FOR STEEL, STRUCTURAL PENETRATIONS AND SHOP DRAWINGS FOR ALL 3. UNLESS OTHERWISE NOTED, ALL BOLTING SHALL CONFORM TO THE RESEARCH COUNCIL ON OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION SHALL CONSIDER AS PER THE DIRECTION OF THE ARCHITECT. THE VALUE OF THE UNEXPENDED BALANCE OF THESE PLANS AND SPECIFICATIONS OR FROM HIS RESPONSIBILITY FOR ERRORS AND OMMISSIONS ON SUCH STRUCTURAL TRADES AND OTHER DOCUMENTS AS REQUIRED PER PROJECT SPECIFICATIONS. STRUCTURAL CONNECTIONS SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 EFFECTS OF CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. MATERIALS SHALL BE REFUNDED TO THE OWNER. DRAWINGS AND/OR OTHER DOCUMENTS. DRAWINGS AND DOCUMENTS RETURNED WITH 'NO N . BOLTS, LATEST EDITION. A307 BOLTS SHALL BE PERMITTED IF SPECIFICALLY APPROVED BY THE 3. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER INSTRUCTIONS NCLUDED IN THE ANCHOR 2. BIDDERS SHALL PROVIDE A SEPARATE PRICE FOR 10 TONS OF ADDITIONAL STRUCTURAL STEEL EXCEPTION TAKEN' OF A PARTICULAR ITEM SHALL NOT BE INTERPRETED AS 'NO EXCEPTION TAKEN' 5. SUBMIT SHOP DRAWINGS SHOWING REINFORCEMENT PROPERLY POSITIONED IN CONCRETE WORK. (SEE ENGINEER. PACKAGING OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. . SPECIFICATIONS) (ASTM A992-50) TO BE USED ON THE PROJECT AS PER THE DIRECTION OF THE ARCHITECT. THIS 4. UNLESS OTHERWISE NOTED, BOLTED CONNECTIONS SHALL UTILIZE ASTM A325 OR A490 BOLTS. STEEL WILL BE ADDED AS NEEDED PRIOR TO OR DURING THE SHOP DRAWING REVIEW PHASE. THE 6. THE CONTRACTOR SHALL ADEQUATELY PROTECT BRACE, SHORE, SUPPORT, ETC.) THE STRUCTURE BOLTS SHALL BE 3/4 INCH DIAMETER MINIMUM UNLESS OTHERWISE NOTED ON STRUCTURAL 4. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILT] PROFI SYSTEM OR OTHER VALUE OF THE UNEXPENDED BALANCE OF THIS STEEL SHALL BE REFUNDED TO THE OWNER. 10. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK REQUIRING SUBMISSION AND REVIEW ( OF SHOP DRAWINGS OR OTHER MATERIAL UNTIL THE RESPECTIVE SUBMITTAL HAS BEEN APPROVED DURING THE EN11RE CONSTRUCTION PERIOD. SUCH PROTECTION SHALL BE DESIGNED, INSPECTED DRAWINGS. CONNECTIONS SHALL BE SLIP CRITICAL UON. MANUFACTURERS EQUAL OR BETTER SYSTEM, IF APPROVED BY THE ENGNEER IN ADVANCE. BY THE ENGINEER. SUCH WORK SHALL BE PERFORMED IN ACCORDANCE ONLY WITH THE SUBMITTALS F° AND FILED WITH DOB BY A QUALIFIED PROFESSIONAL ENGINEER. SPECIAL INSPECTION NOTES: MARKED [NO EXCEPTION TAKEND OR CEXCEPTIONS NOTEDE1 THE CONTRACTOR SHALL BE 5. ALL WELDING ELECTRODES SHALL BE LOW HYDROGEN, AS REQUIRED BY AWS STRUCTURAL WELDING 5. THE CONTRACTOR SHALL ARRANGE ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE RESPONSIBLE FOR AND BEAR ALL THE COSTS WHICH MAY RESULT FROM ORDERING OF ANY 7. MEMBERS WITH SIZES INDICATED ON THE DRAWINGS ARE NEW UNLESS OTHERWISE NOTED (LION). CODE AND CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION" TO SATISFY INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE ENGINEER MUST THE FOLLOWING IS A PARTIAL LIST OF SPECIAL INSPECTION ITEM(S) RELATED TO STRUCTURAL WORK MATERIAL OR FROM PROCEEDING WITH ANY PART OF THE WORK PRIOR TO THE RECEIPT OF BASE-TO-FILLER METAL COMBINATION CRITERIA. ALL FILLER METAL SHALL HAVE A MINIMUM CVN RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL SHOWN ON KCE DRAWINGS AS REQUIRED BY NYC BUILDING CODE. THE CONTRACTOR IS OBLIGATED TO APPROVED RESPECTIVE SUBMITTALS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ROOF, FLOOR AND WALL TOUGHNESS OF 20 FT. LBS. AT MINUS 20 DEGREES F. ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF THEIR INSTALLATION. NOTIFY THE INSPECTOR AT LEAST 72 HOURS BEFORE INSTALLATION OF SUCH ITEMS SO THAT PROPER PENETRATIONS, PATCHING, REPAIRING AND FLASHING AS REQUIRED. INSPECTION CAN BE MADE. IN NO CASE SHALL SUCH ITEMS BE INSTALLED OR CONSTRUCTED WITHOUT BLOCK: 6. ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL CONFORM TO THE AWS CODE COMPLETE APPROVAL OF THE INSPECTOR. UNAPPROVED INSTALLATION IS SUBJECT TO REMOVAL AND LOT: 9. UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER'S REPORT, SLABS ON GRADE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION, LATEST EDITION. WELDER CERTIFICATES 6. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF N SHALL BE SUPPORTED BY A COMPACTED POROUS FILL AT LEAST 6 INCHES THICK. AT INTERIOR SHALL BE SUBMITTED TO KCE BEFORE COMMENCEMENT OF WORK. ANCHORS TO THE EDGE OF CONCRETE. ANCHORS SHALL BE INSTALLED IIJ ACCORDANCE WITH REPLACEMENT AT THE CONTRACTORS SOLE EXPENSE. SLABS A VAPOR BARRIER AT LEAST 15 MILS THICK SHALL BE PLACED BETWEEN THE SLAB AND SPACING AND EDGE DISTANCES INDICATED ON THE STRUCTURAL DRAWINGS. THE POROUS FILL. THE POROUS FILL SHALL, IN TURN, BE SUPPORTED BY EITHER CLEAN, 7. MINIMUM SIZE OF FILLET WELDS SHALL BE 1/4' MIN. FOR FIELD WELDS AND AS REQUIRED PER 1. STRUCTURAL WOOD FRAME Plot Plan: INORGANIC ORIGINAL SOIL OR A COMPACTED FILL WITH A MODIFIED PROCTOR DENSITY OF 90. AISC SPECIFICATION RELATIVE TO BASE METAL THICKNESS FOR SHOP WELDS. 7. REINFORCING BARS OR OTHER ELEMENTS EMBEDED IN THE EXISTING CONCRETE STRUCTURE MAY 2. CONCRETE - CAST-IN-PLACE (I CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS, 3. FOOTING AND FOUNDATION Client: FOUNDATION NOTES: 8. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO AISC SPECIFICATION ETC. CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND 4. SUBGRADE FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE EMBEDED BARS, ETC. BY GROUND 6. EXCAVATION - SHEETING, SHORING, AND BRACING M S. TINY LEVY 1. FOUNDATION DESIGN HAS BEEN BASED ON GEOTECHNICAL REPORT PREPARED BY INTERNATIONAL AISC CODE OF STANDARD PRACTICE, LATEST EDITIONS. PENETRATING RADAR (GPR), X-RAY, CHIPPING OR OTHER MEANS. 7, POST-INSTALLED ANCHORS 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 GEOTECHNICAL STRUCTURAL LABORATORIES INC., DATED 07/18/2022. A COPY OF THIS REPORT SHALL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. 9. CONNECTIONS OF ALL BEAMS AND GIRDERS SHALL BE DESIGNED FOR REACTIONS INDICATED 8. CONTINUOUS OR PERIODIC SPECIAL INSPECTIONS FOR POST INSTALLED ANCHORS SHALL BE ON STRUCTURAL DRAWINGS. ALL OTHER CONNECTIONS SHALL BE DESIGNED FOR THE FULL PERFORMED IN ACCORDANCE WITH SECTION 4.4 OF THE INDIVIDUAL INTERNATIONAL CODE COUNCIL- 2. EARTHWORK, SUBGRADE PREPARATION AND FOUNDATION WORK SHALL BE DONE ACCORDING TO THE CAPACITY OF THE MEMBERS UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. EVALUATION SERVICE (ICC- ES) REPORT FOR THE INDIVIDUAL ANCHOR. THE CONTRACTOR SHALL THE CONTRACTOR IS OBLIGATED TO NOTIFY THE INSPECTOR AT LEAST 72 HOURS BEFORE INSTALLATION GEOTECHNICAL REPORT AND UNDER SJPERVISION OF LICENSED GEOTECHNICAL ENGINEER IN GIVE THE SPECIAL INSPECTOR SUFFICIENT ADVANCE NOTICE TO ALLOW ENOUGH TIME FOR PROPER OF SUCH ITEMS SO THAT PROPER INSPECTION CAN BE MADE. IN NO CASE SHALL SUCH ITEMS BE OWNER'S DIRECT EMPLOY. 10. KNIFE CONNECTIONS SHALL NOT BE PERMITTED UNLESS SPECIFICALLY REQUESTED BY A INSPECTION OF HOLE PREPARATION, ANCHOR INSTALLATION, TIGHTENING, ETC. ANCHORS INSTALLED INSTALLED OR CONSTRUCTED WITHOUT COMPLETE APPROVAL OF THE INSPECTOR. UNAPPROVED AT THE CONTRACTOR CONTRACTOR AND APPROVED BY STRUCTURAL ENGINEER PRIOR TO SHOP DRAWING WITHOUT INSPECTION AT ALL THESE PHASES SHALL BE REJECTED AND HILL HAVE TO BE REPLACED INSTALLATION IS SUBJECT TO REMOVAL AND REPLACEMENT 'S SOLE EXPENSE. Issued/Revision: 3. SPREAD FOOTINGS SHALL BEAR ON PROOF ROLLED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 APPROVAL. CONTRACTOR'S BIDS SHALL BE SUBMITTED BASED ON THE KNIFE CONNECTIONS AT CONTRACTOR'S EXPENSE. TONS PER SQUARE FOOT. IF MATERIAL OF THIS CAPACITY IS NOT FOUND AT THE ELEVATIONS NOT ALLOWED. SPECIFIC KNIFE CONNECTION DETAILS SHALL BE SUBMITTED FOR ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BASED ON APPROVED SHOP DRAWINGS. INSPECTIONS NO. DATE DESCRIPTION INDICATED THE FOOTINGS SHALL BE LOWERED AT THE DIRECTION OF THE LICENSED GEOTECHNICAL APPROVAL AT THE TIME WHEN TYPICAL DETAILS AND ERECTION PLANS ARE SUBMITTED. THE PERFORMED BASED ON UNAPPROVED DRAWINGS SHALL BE CONSIDERED INVALID AND SHALL BE ENGINEER IN OWNER'S DIRECT EMPLOY. DETAILS SHALL BE ACCOMPANIED BY CALCULATIONS SIGNED AND SEALED BY PROFESSIONAL STEEL JOIST NOTES: REJECTED. 1. 06/30/2022 PROGRESS SET ENGINEER LICENSED IN THE STATE WHERE PROJECT IS TO BE BUILT. CALCULATIONS SHALL DEMONSTRATE THAT THE WELDS ARE NOT OVERSTRESSED DUE TO SECONDARY STRESSES 1. STEEL JOISTS AND BRIDGING SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS OF 2. 10/07/2022 PROGRESS SET 4. MAKE NO EXCAVATION TO THE FULL DEPTH INDICATED WHEN FREEZING TEMPERATURES MAY BE DUE TO BOLT TIGHTENING, PRYING ACTION, ETC. THE STEEL JOIST INSTITUTE, LATEST EDITION. BIDDER'S WARRANTY: EXPECTED UNLESS THE FOOTINGS OR SLABS CAN BE PLACED IMMEDIATELY AFTER THE EXCAVATION 3. 10/18/2023 FILING SET HAS BEEN COMPLETED. PROTECT THE BOTTOM OF EXCAVATION FROM FROST IF PLACING OF 11. INSPECTION AND TESTING OF WELDS AND BOLTS SHALL BE AS FOLLOWS: BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE BIDDER WARRANTS THAT: CONCRETE IS DELAYED. SHOULD PROTECTION FAIL, REMOVE FROZEN MATERIALS AND REPLACE 2. ADDITIONAL JOISTS SHALL BE PROVIDED UNDER PARALLEL PARTITIONS WHEN THE PARTITION LENGTH 4. 05/21/2024 FILING SET WITH CONCRETE: OR GRAVEL FILL. EXCEEDS ONE-HALF THE JOIST SPAN AND AROUND ALL FLOOR AND ROCF OPENINGS WHICH A. A TESTING AGENCY ACCEPTABLE TO THE ENGINEER OF RECORD SHALL BE EMPLOYED BY THE OWNER TO PERFORM ALL SHOP AND FIELD INSPECTIONS AND TESTING OUTLINED BELOW INTERRUPT ONE OR MORE SPANNING MEMBERS, UNLESS OTHERWISE NOTED. 1. THE BIDDER AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE CAREFULLY AND THOROUGHLY . ` 5. WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE AND OTHER FORCES UNTIL REVIEWED THE DRAWINGS, SPECIFICATIONS AND OTHER CONSTRUCTION CONTRACT DOCUMENTS AND SLABS, BEAMS AND OTHER MEMBERS DESIGNED TO BRACE THE FINISHED STRUCTURE HAVE BEEN IN B ALL WORK SHALL BE SCHEDULED BY THE CONTRACTOR TO ALLOW THE BELOW SHOP AND 3. STEEL JOISTS SHALL BE WELDED TO STRUCTURAL SUPPORTS. HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT FOR THE CONTRACTOR PLACE AND HAVE ATTAINED REQUIREC CONCRETE ULTIMATE STRENGTH. FIELD TESTING TO BE COMPLETED: TO BID, FABRICATE, AND INSTALL THE WORK ON TIME, FURTHER THAT, CAST-IN-PLACE CONCRETE NOTES: 4. UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDED AT BEARING WALLS BY MEANS OF SHIMS C. ALL WELDS SHALL BE VISUALLY INSPECTED. FIFTEEN (15) PERCENT OF RANDOMLY SELECTED AND/OR NON-SHRINK GROUT. 2. THE BIDDER AND ALL WORKMEN, EMPLOYEES AND SUBCONTRACTORS HE INTENDS TO USE ARE FILLET, PLUG AND SLOT WELDS SHALL BE MEASURED. SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE CONSTRUCTION 1. CONCRETE TYPES STAINLESS STEEL NOTES: CONTRACT DOCUMENTS BID UPON; FURTHER THAT, A. SIDEWALKS - 4,000 PSI AIR ENTRAINED STONE CONCRETE. D. FIFTEEN (15) PERCENT OF RANDOMLY SELECTED FILLET WELDS IN BEAM AND GIRDER SHEAR 3. NEITHER THE BIDDER NOR ANY OF HIS EMPLOYEES, AGENTS INTENDED SUPPLIERS OR B. SLABS ON GRADE (OTHER THAN SIDEWALKS) - 4,000 PSI STONE CONCRETE. CONNECTION PLATES, ANGLES, ETC. SHALL BE CHECKED BY MAGNETIC PARTICLE METHOD. 1. STAINLESS STEEL, BARS AND PLATES SHALL CONFORM TO ASTM A-276, TYPE 304 U.O.N. SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL REPRESENTATIONS, ALLEGEDLY AUTHORIZED OR C. CONCRETE: PLACED ON METAL DECK - 3000 PSI LIGHT WEIGHT CONCRETE. ONLY THE FINAL PASS SHALL BE CHECKED. UNAUTHORIZED FROM THE OWNER, HIS EMPLOYEES OR AGENTS D. NON-STRUCTURAL FILL - 3000 PSI LIGHTWEIGHT CONCRETE. E. ULTRASONICALLY TEST 100 PERCENT OF ALL FULL AND PARTIAL PENETRATION WELDS. WELD 2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING SUITABLE WELDS, BOLTS AND OTHER INCLUDING ARCHITECTS, ENGINEERS OR CONSULTANTS, IN ASSEMBLING THE BID FIGURE; AND E. ALL OTHER CONCRETE - 4,000 PSI STONE CONCRETE. PREPARATION OF 100 PERCENT OF WELDS SHALL BE INSPECTED. CONNECTORS AND SHALL INCLUDE THIS COST IN HIS BID PRICE. FURTHER THAT,THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT F. SLABS AT PARKING LEVELS - 5,000 PSI HIGH PERFORMANCE CONCRETE. DOCUMENTS AND PROPERLY ISSUED WRITTEN ADDENDA AND NOT UPON ANY OTHER WRITTEN 2. BAR REINFORCEMENT SHALL CONFORM TO ASTM A-615, GRADE 60 UNLESS HIGHER GRADE IS F. ALL BOLTS SHALL BE VISUALLY INSPECTED. TIMBER CONSTRUCTION NOTES: REPRESENTATION. INDICATED ON DRAWINGS. G. ALL SLIP CRITICAL BOLTS SHALL BE CHECKED FOR PROPER TENSIONING USING THE DIRECT 1. LUMBER SHALL BE DOUGLAS FIR NO. 2 (OR EQUAL) U.O.N. WITH THE FOLLOWING ALLOWABLE UNIT 4. THE BIDDER ALSO WARRANTS THAT HE HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND 3. WELDED WIRE FABRIC SHALL CONFORN TO ASTM A-185 WITH A MINIMUM ULTIMATE TENSILE TENSION INDICATOR METHOD. MEASURE WITH FEELER GAGES AT LEAST 15% OF BOLTS IN STRESSES: THAT FROM HIS OWN INVESTIGATIONS HE HAS SATISFIED HIMSELF AS TO THE NATURE AND STRENGTH OF 70,000 PSI. EACH CONNECTION, BUT NOT LESS THAN TWO BOLTS PER CONNECTION. LOCATION OF THE WORK AND THE CHARACTER, QUALITY, QUANTITIES OF MATERIALS AND "F'��A?�MATTrTi�tt"�,i�'htk FRAMING MEMBERS: DIFFICULTIES TO BE ENCOUNTERED, THE KIND AND EXTENT OF EQUIPMENT AND OTHER FACILITIES R)WA• 4'�` ,ot 1`.f„11_9 A MINIMUM OF 15 PERCENT OF BOLTS, BUT NOT LESS THAN TWO BOLTS IN EACH BEARING 4. CONCRETE SHALL BE CAST MONOLITHICALLY EXCEPT WHERE OTHERWISE SHOWN. NEEDED FOR THE PERFORMANCE OF THE WORK, THE GENERAL AND LOCAL CONDITIONS, AND OTHER „� TYPE CONNECTION SHALL BE CHECKED FOR A 'SNUG TIGHT" CONDITION. ITEMS WHICH MAY, IN ANY WAY, AFFECT THE WORK OR ITS PERFORMANCE. 1, 5. REINFORCEMENT MARKED 'CONT.' (CONTINUOUS) SHALL BE LAPPED A PROPER DISTANCE AT .• FB = 900 PSI " ,;•w SPLICES AND CORNERS AND SHALL BE HOOKED OR EXTENDED A PROPER DISTANCE AT H. IN CASE MULTIPLE DEFECTS HAVE BEEN DETECTED, THE ABOVE EXTENT OF INSPECTION FB = 1035 PSI (REPETITIVE MEMBERS) DISCLAIMER: SHALL BE INCREASED AT DISCRETION OF STRUCTURAL ENGINEER OF RECORD. :• NON-CONTINUOUS ENDS AS PER SPLICE AND DEVELOPMENT LENGTH REQUIREMENTS SHOWN ON THE FV = 180 PSI DRAWINGS. ALL HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS. 12. SUBMITTALS E = 1,600,000 PSI THE DRAWINGS HEREIN ARE RELATED TO AN ALTERATION TO AN EXISTING STRUCTURE. THE COMPRESSION MEMBERS: STRUCTURAL DESIGN WAS BASED UPON AS MUCH OBSERVATION, MEASUREMENT, TESTING, ETC. AS 6. REINFORCEMENT SHALL BE CONTINUOLS THROUGH ALL CONSTRUCTION JOINTS UNLESS OTHERWISE A. SEE SUBMITTAL NOTES FOR GENERAL REQUIREMENTS. FC = 1400 PSI (PARALLEL TO GRAIN) CIRCUMSTANCES PERMITTED, HOWEVER, THERE WERE ASSUMPTIONS MADE ABOUT UNKNOWN CONDITIONS. i SHOWN ON DRAWINGS. THE CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS AT POINTS OF SHOULD THE OWNER DECIDE NOT TO UTILIZE KCE CONSULTING ENGINEERS, PC TO VERIFY AND INSPECT MINIMUM SHEAF'. FC = 625 PSI (PERPENDICULAR TO GRAIN) THESE CONDITIONS IN THE FIELD, KCE CONSULTING ENGINEERS, PC WILL NOT BE RESPONSIBLE FOR ANY ", " B. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, FOR REVIEW, ENGINEERED SHOP AND FAILURE, DAMAGE, INJURY, DELAY, LOSS OF INCOME, EXTRA COST, OR ANY OTHER LOSS DUE TO ERECTION DRAWINGS SHOWING SHOP FABRICATION DETAILS FOR EACH PIECE OF STEEL, FIELD •' 7. SPLICES FOR MAIN REINFORCEMENT IN SHEAR WALLS SHALL BE TENSION SPLICES UNLESS TYPE AND GRADE SHALL BE STAMPED ON SIDE OF MEMBERS BY SUPPLIERS AND SHALL NOT BE EXISTING CONDITIONS. 325 Gold Street I Suite#604 ASSEMBLY DETAILS AND ERECTION PLANS FOR ALL STEEL. REMOVED. _x:: •hA'„ w Brooklyn,NY 11201 OTHERWISE NOTED. O:[347]778 5908 F F: [347]778 5952 C. SHOP DRAWINGS SHOWING PIECE DETAILS SHALL NOT BE SUBMITTED PRIOR TO APPROVAL OF SUBMITTAL NOTES: v° ,::'wM 8. REINFORCING BARS SHALL HAVE THE FOLLOWING CONCRETE PROTECTION: ERECTION DRAWINGS AND RELATED CONNECTION DETAILS, DIAGRAMS, SCHEDULES, ETC. 2. LUMBER SHALL BE BROADSPAN 2.03-3100FB LVL (OR EQUAL) U.O.N. WI-H THE FOLLOWING . ''? i` '. cwww kceengr`.com gr.com �` , Ku' ALLOWABLE UNIT STRESSES: "' `' C O N S U LT I N G CONCRETE CAST AGAINST EARTH - 3' 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING PREPARING AND DELIVERING ALL SHOP __. 13. UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS, ALL CONNECTIONS SHALL BE DESIGNED AND �'? ENGINEERING PLLC EXPOSED TO EARTH OR WEATHER - 2' DRAWINGS AND OTHER SUBMITTALS (OSUBMITTALSI) REQUIRED BY THE CONTRACT DOCUMENTS IN A ' „ DETAILED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF NEW YORK, HIRED BY THE FRAMING MEMBERS: TIMELY MANNER. ALL MATERIAL SHALL BE DELIVERED GRADUALLY SO AS TO AVOID SUBMISSION OF SLABS AND WALLS NOT EXPOSED - 3/4 OR BAR DIAMETER CONTRACTOR. CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF THIS ENGINEER AND : � �� =•.s, • SLABS IN PARKING AREAS - 2' TOP BARS ONLY SHALL BE SUBMITTED FOR REVIEW BY STRUCTURAL ENGINEER OF RECORD, IF REQUESTED. LARGE NUMBER OF SUBMITTALS NOT ALLOWING THE ENGINEER TIMELY REVIEW. \ � BEAMS AND GIRDERS NOT EXPOSED - 1-1/2' TO STIRRUPS FB = 3100 PSI / "A COLUMNS NOT EXPOSED - 1-1/2' TO TIES 14. DETAILING SHALL BE PERFORMED USING APPROPRIATE ENGINEERING DESIGN PRINCIPLES AND FB = 3565 PSI (REPETITIVE MEMBERS) 2. THE STRUCTURAL ENGINEER OF RECORD ([ENGINEER:]) SHALL REVIEW SUBMITTALS PERTINENT TO "'. ACCEPTED INDUSTRY STANDARDS, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DETAILER FV = 290 PSI STRUCTURAL DESIGN (SHOP DRAWINGS AND OTHER PERTINENT DOCUMENTS SUCH AS MATERIAL, ' i. ;7f , 9. MAXIMUM LENGTH OF CONCRETE POUR (DISTANCE BETWEEN CONSTRUCTION JOINTS) SHALL BE 50 SHALL BE AWARE THAT THE DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE E = 2,000,000 PSI PRODUCT, ASSEMBLY INFORMATION, ENGINEERING CALCULATIONS, ETC.) SUBMITTED BY THE \ `' :«°r` Drawing Title: FEET DURING JUNE, JULY, AUGUST AND SEPTEMBER AND 75 FEET DURING THE REST OF THE YEAR. CONCEPTUAL ONLY AND DO NOT INDICATE THE NUMBER OF BOLTS, WELD SIZES, AND OTHER COMPRESSION MEMBERS: CONTRACTOR. THE ENGINEER SHALL COMMENT ON THE SUBMITTALS AND APPROVE OR DISAPPROVE LOCATION OF CONSTRUCTION JOINTS, IF REQUIRED, SHALL BE SUBJECT TO THE APPROVAL OF THE INFORMATION REQUIRED TO BE SHOWN ON THE SHOP DRAWINGS, UNLESS SPECIFICALLY NOTED. WITH COMMENTS, AS APPROPRIATE, FOR GENERAL CONFORMANCE WITH THE INFORMATION GIVEN '. ' ` ✓ ARCHITECT. FC = 3000 PSI (PARALLEL TO GRAIN) AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW OF SUCH , 15. ALL STAIR AND OTHER MISCELLANEOUS STEEL STRUCTURES SHALL BE DESIGNED AND DETAILED BY FC = 750 PSI (PERPENDICULAR TO GRAIN) SUBMITTALS SHALL NOT BE FOR THE PURPOSE OF DETERMINING THE ACCURACY AND GENERAL NOTES 10. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, AN ENGINEER EMPLOYED BY THE CONTRACTOR. DRAWINGS AND CALCULATIONS SHALL BEAR THE COMPLETENESS OF OTHER INFORMATION SUCH AS DIMENSIONS, QUANTITIES, INSTALLATION OR ', °4` ANCHOR BOLTS, ETC. AS REQUIRED BY TRADES BEFORE CONCRETE IS POURED. SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK TYPE AND GRADE SHALL BE STAMPED ON SIDE OF MEMBERS BY SUPPLIERS AND SHALL NOT BE PERFORMANCE OF EQUIPMENT OR SYSTEMS, ETC. WHICH SHALL BE THE CONTRACTOR'S AND SHALL BE SUBMITTED FOR REVIEW BY STRUCTURAL ENGINEER OF RECORD. REMOVED. RESPONSIBILITY. ENGINEER'S REVIEW SHALL NOT IN ANY WAY RELIEVE THE CONTRACTOR OF 11. THE CONTRACTOR SHALL PROVIDE SLAB BOLSTERS, HIGH CHAIRS AND ALL ACCESSORIES REQUIRED HIS/HER RESPONSIBILITY TO ACCURATELY AND COMPLETELY INTERPRET THE CONTRACT DOCUMENTS. Ali TIE FOR PROPER PLACEMENT OF REINFORCING BARS AND WIRE MESH AS PER A.C.I. & C.R.S.I. 16. EXISTING STRUCTURAL STEEL SHALL BE REMOVED ONLY WITH ARCHITECT'S (OR HIS 3. MOISTURE CONTENT SHALL NOT EXCEED 19 PERCENT. �� � STANDARDS. REPRESENTATIVE) APPROVAL. NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES OR FOR ANY OTHER REASON SHALL BE PERMITTED UNLESS APPROVED BY THE 3. IF REQUIRED BY SPECIFICATIONS, SHOP DRAWINGS AND OTHER DOCUMENTS SHALL BEAR THE SEAL Scale: AS NOTED 12. CONCRETE MAY BE CONVEYED BY PUMPING. PUMPING METHODS SHALL COMPLY WITH ARCHITECT OR BY THE ARCHITECT REPRESENTATIVE. 4. LUMBER SHALL BE SOUND, THOROUGHLY SEASONED, WELL MANUFACTURED AND FREE FROM WARPS. AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS " 'S TO BE CONSTRUCTED. "��°� Seal: Project No.: A1106.00 REQUIREMENTS ESTABLISHED BY A.C.I. COMMITTEE 304, PLACING CONCRETE PUMPING METHODS. . 5. PROVIDE BRIDGING OF SIZE RECOMMENDED BY MANUFACTURER FOR LUME ,. t �, _;< •x a, =.. 17. NO STRUCTURAL STEEL TO RECEIVE FIREPROOFING SHALL BE PAINTED. ALL STEEL SHALL BE ER SIZE USED. BLOCKING ' .,".,,�•." #' �._ j.�;.•.«x e.. .......,R�.• •.:-:„�.a.>a.., �•„ter=><a , ..a...., �y SHALL � . c.^w;.x..., �....:. a....eae.......: 'o`:«;e! �Pa•��! }Fe F LL BE PERPENDICULAR TO FRAMING AND SHALL LINE UP ON CENTERS SPECIFIED ON DRAWINGS. 4. BEFORE SUBMITTING A SHOP DRAWING OR ANY OTHER DOCUMENT TO THE ENGINEER, THE "'°°"`" "" " ^" °° °°'13. PRIOR TO PLACING CONCRETE, ALL REINFORCEMENT SHALL BE FREE OF LOOSE FLAKY RUST, MUD, CLEANED IN THE FIELD OF ALL RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS PRIOR •--•---'-�--•-----� --- �--•-� - - •��� �, c Drawn By: A.M. OIL OR OTHER COATING THAT WILL DESTROY, REDUCE OR HAMPER FULL BOND CAPACITY. TO THE APPLICATION OF FIREPROOFING. CONTRACTOR SHALL REVIEW AND APPROVE EACH SUCH SUBMITTAL FOR CONFORMANCE WITH THE � o 6. CONNECTIONS SHALL BE ADEQUATE TO DEVELOP THE FULL STRENGTH OF THE MEMBERS. CONTRACT DOCUMENTS. EVERY COPY OF EACH SUBMITTAL SHALL BEAR THE CONTRACTOR'S ��' * Checked By: K.W. 14. REINFORCEMENT IN EXPOSED AREAS INCLUDING BUT NOT LIMITED TO BALCONIES, CONCRETE 18. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED. THIS INCLUDES ALL STEEL REVIEW STAMP SHOWING THAT THEY HAVE BEEN REVIEWED AND APPROVED. THE ENGINEER SHALL EYEBROWS AND ROOF PARKING DECKS SHALL BE EPDXY COATED IN CONFORMANCE WITH ASTM LINTELS, RELIEVING ANGLES, HANGERS, ETC. 7. ROOF MEMBERS SHALL BE SECURELY FASTENED TO THE EXTERIOR WALLS WITH APPROVED RETURN WITHOUT REVIEW MATERIAL WHICH HAS NOT BEEN APPROVED BY THE CONTRACTOR. .: ,-� Drawing No. A-175 ANCHORS OR CLIPS. PLOT PLAN 0911d,5 ' SO . 01 19. ALL BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS METHODS TECHNIQUES S 15. CONTROL AND 1=XPANSION JOINTS SHALL BE PROVIDED TO MINIMIZE CRACKING AS PER SEQUENCES AND OPERATIONS OF CONSTRUCTION, SAFETY PRECAUTIONS AND PROGRAMS N.T.S m L;�. . ARCHITECTURAL AS WELL AS STRUCTURAL REQUIREMENTS AND IN ACCORDANCE WITH STANDARD 20. SHEAR STUDS SHALL BE HEADED SHEAR CONNECTORS AS MANUFACTURED AND INSTALLED BY 8. NEW FRAMING SHALL BE ANCHORED TO MASONRY WALLS AS PER NEW Y)RK CITY BUILDING CODE. INCIDENTAL THERETO, INCLUDING REFLECTION OF EXISTING FIELD CONDITIONS. APPROVAL OF ANY Page No.: 01 of 13 PRACTICES ACCEPTED IN THE INDUSTRY. NELSON STUD WELDING. SHEAR STUD INSTALLATION SHALL BE INSPECTED BY AN APPROVED SUBMITTAL BY THE ENGINEER SHALL NOT BE CONSTRUED AS ACCEPTANCE OF ANY OF THE DOB NOW Job#: TESTING AGENCY IN OWNER'S DIRECT EMPLOY. THREE (3) BEND TESTS SHALL BE PERFORMED AT FOREMENTIONED ASPECTS OF CONTRACTOR'S WORK. 16. THE FOLLOWING CRITERIA SHALL BE MET WITH REGARDS TO PLACEMENT OF CONDUITS, PIPES, ETC. THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: 3 BAR DIA. #8 OR SMALLER DRAWING INDEX ABBREVIATIONS STRAIGHT BAR LAP SPLICE HOOKED BAR 4 BAR DIA. #9 TO #11 INCLUS. 405 S-001.00 GENERAL NOTES 1 @ = AT JT. = JOINT DEVELOPMENT LENGTHS FOR TENSION Ldh, SEE SCHEDULE THIS DWG. SOUNDVIEW (DOES NOT INCLUDE LENGTH ADD'L = ADDITIONAL KLF KIP = KP(S)LPER FOOT LENGTHS FOR CONCRETE 'Ls' DEVELOPMENT REQ'D. TO FORM HOOK) S-002.00 DESIGN CRITERIA, SCHE)ULES AND TYPICAL DETAILS 1 ALN. = ALIGN KSF = KIP(S) PER SQUARE FOOT LENGTHS AVENUE ALT. = ALTERNATE KSI = KIP(S) PER SQUARE INCH CONCRETE Ld (in.) (in.) ARCH. = ARCHITECTURAL FOR CONCRETE 6 BAR DIA. 8 OR SMALLER 405 SOUNDVIEW AVENUE, MATTITUCK, NY S-003.00 'TYPICAL DETAILS 2 L.L. = LIVE LOAD � � 8 BAR DIA. 9 TO 11 INCLUS. 11952 B, BOT. _ BOTTOM L.L.H. = LONG LEG HORIZONTAL � # L.L.V. = LONG LEG VERTICAL 4000 psi 4000 psi # # B.F. = BRACED FRAME P Ldh (in.) S-004.00 TYPICAL DETAILS 3 B.P. = BASE PLATE, Ldc = COMPRESSION DEVELOPMENT fY fy SIZE TENSION Ldt SIZE ksi TENSION Lst Lct BEARING PLATE LENGTH (ksi) IOMP. ( ) BH. = BULKHEAD Ldt = TENSION DEVELOPMENT LENGTH TYP. TOP Lct TYP. TOP COMP. SIZE y 4000 sl " S-005.00 TYPICAL DETAILS 4 ksi P 4 BAR DIA. 3 MIN. BLDG. = BUILDING ( ) BM. = BEAM Lsc = COMPRESSION SPLICE LENGTH Lst = TENSION SPLICE LENGTH #3 60 14 18 8 #3 60 18 24 12 #3 60 8 S-006.00 TYPICAL DETAILS 5 BRDG. = BRIDGING LB(S). = POUND(S) BRNG. = BEARING LG. = LONG #4 60 19 25 9 #4 60 25 32 15 #4 60 10 BSMT. = BASEMENT M.C. = MOMENT CONNECTION S-007.00 TYPICAL DETAILS 6 CL, CL. = CENTRE LINE M.D. = METAL DECK #5 60 24 31 12 #5 60 31 40 19 #5 60 12 C.A. = COLUMN ABOVE MACH. = MACHINE 12 BAR DIAMETER (DIA.) C.B. = COLUMN BELOW #6 60 36 47 14 #6 60 46 60 23 #6 60 15 FO-001.00 TYPICAL FOUNDATION DETAILS 1 MAX. = MAXIMUM C.J. = CONSTRUCTION JOINT, MECH. = MECHANICAL #7 60 42 54 17 #7 60 54 70 27 #7 60 17 CONTROL JOINT MEZZ. = MEZZANINE FO-002.00 TYPICAL FOUNDATION DETAILS 2 CANT. = CANTILEVER MIN. = MINIMUM #8 60 48 62 19 #8 60 62 80 30 #8 60 19 ` CLR. = CLEARANCE, CLEAR MISC. = MISCELLANEOUS FO-101.00 EASEMENT/ FOUNDATION PLAN COL. = COLUMN MOM. = MOMENT #9 60 54 70 21 #9 60 70 91 34 #9 60 22 \ CONC. = CONCRETE TY�= V—C L STANDARD HOOK N.I.C. = NOT IN CONTRACT CONN. = CONNECTION N.F. = NEAR FACE #10 60 61 79 24 #10 60 79 102 39 #10 60 25 CONST. = CONSTRUCTION S-101.00 1ST FLOOR FRAMING PLAN CONT. = CONTINUOUS N.S. = NON—SHRINK #11 75 84 109 27 #11 75 109 142 62 #11 75 34 3/4" , 0, DIA. = DIAMETER N.T.S. = NOT TO SCALE S-102.00 2ND FLOOR FRAMING PLAN D.L. = DEAD LOAD NOS = NNUMBER MB RSOUIN NOTE: FOR DEVELOPMENT LENGTH Ldh SEE SCHEDULE DET. = DETAIL NOTES: O.C. = CENTRE TO CENTRE DIAG. = DIAGONAL �`. S-103.00 ROOF FLOOR FRAMING PLAN DIM. = DIMENSION O.F. = OUTSIDE FACE 1. THESE DEVELOPMENT AND SPLICE LENGTHS ARE COMPUTED FOR UNCOATED BARS IN ELEMENTS OF NORMAL WEIGHT CONCRETE O.W.S.J. = OPEN WEB STEEL JOIST WITH A MIN. CLEAR COVER OF 1 B4R DIAMETER, AND A MIN. CLEAR SPACING OF 1 BAR DIAMETER IN BEAMS AND COLUMNS, AND DWG(S). = DRAWING(S) OPNG. = OPENING 2 TIMES THE BAR DIAMETER IN OTHER ELEMENTS. DWL(S). = DOWEL(S) P.C. = PRECAST, PILE CAP E.E. = EACH END PL. 2. THESE DEVELOPMENT AND SPLICE LENGTHS SHALL BE MULTIPLIED BY ALL OF THE APPLICABLE FACTORS THAT FOLLOW: E.F. = EACH FACE p F = POUND(S) PER FOOT P BLOCK: E.J. = EXPANSION JOINT PROJ. = PROJECTION REINFORCING WITH COVER OR SPACING LESS THAN THAT SPECIFIED IN NOTE 1 x 1.30 OP�� 4S' LOT: E.M.R. = ELEVATOR MACHINE ROOM PSF = POUND(S) PER SQUARE FOOT EPDXY—COATED REINFORCING (FOR TYP. REINF.) N E.S. = EACH SIDE ...................................................................... x 1.50 � PSI = POUND(S) PER SQUARE INCH EPDXY—COATED REINFORCING (FOR TOP REINF.) ....................................................................... x 1.31 LOADING SCHEDULE (PSF) E.W. = EACH WAY EA. EACH R = RADIUS REINFORCING PLACED IN LIGHTWEIGHT CONCRETE ................................................................... x 1.30 Plot Plan: EL. ELEVATION RM. = ROOM DEAD LOAD REF. = REFERENCE 3. 'Ld' CAN BE USED AS ACI CLASS A SPLICE. LEVEL CCUPANCY LIVE TOTAL ELEV. = ELEVATOR REINF. = REINFORCE, REINFORCEMENT Client: SLAB STEEL/ CLNG. FIN. PART. RFG. & TOTAL LOAD ELECT. = ELECTRICAL REQ'D. = REQUIRED 'Ls' CAN BE USED AS ACI CLASS B SPLICE. WOOD INSUL. Em = EMBEDMENT LENGTH IN REV. = REVISION, REVISED MASONRY 4. USE TOP CONDITION FOR ANY HORZONTAL BARS WITH MORE THAN 12 INCH OF FRESH CONCRETE BELOW. MS. TINY LEVY CELLAR STORAGE 63 — — 2 — — 65 75 140 EMBED. = EMBEDMENT R/W = REINFORCE WITH 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 S.F. = SQUARE FOOT RESIDENTIAL 5 5 2 4 12 — 28 40 68 EXIST. = EXISTING S.L.H. = SHORT LEG HORIZONTAL 1ST FL. EXP. = EXPANSION S.L.V. = SHORT LEG VERTICAL �p GARAGE 63 — — 2 — — 65 50 115 EXT. = EXTERIOR S.O.G. = SLAB ON GRADE RESIDENTIAL 5 5 2 4 12 — 28 40 68 F.F. EA FAR FACE SECT. = SECTION SL. = SLAB, SLOPE HEADER SCHEDULE 6 BAR DIA. FOR #5 & SMALLER Issued/Revision: 2NT FL. FDN. = FOUNDATION Sm = SPLICE LENGTH IN MASONRY 12 BAR DIA. FOR #6 TO #8 ROOF 5 5 2 — — 20 32 30 62 FIN. = FINISHED SPEC(S). = SPECIFICAl10N(S) N0. DATE DESCRIPTION ROOF ROOF 5 5 2 — — 20 32 30 62 FL. = FLOOR SQ. = SQUARE HEADER BUILT UP HEADER MAX. HORIZ. OPENING FT. = FOOT STD. = STANDARD 1. 06/30/2022 PROGRESS SET FTG. = FOOTING STL. = STEEL H1 1) 4X10 OR (2)2X10 5'-0" GA.FT—K = = GAUGE T.O.S. = TOP OF SLAB H2 1) 4X12 OR (2)2X12 11'_p�° TYPICAL TIE HOOK (HAIR PIN) 2. 10/07/2022 PROGRESS SET GALV. = GALVANIZED TEMP. = TEMPORARY 2 3. 10/18/2023 FILING SET GEN. = GENERAL THK. = THICKNESS 3/4" SIN — 01 STUD SHEAR WALL SCHEDULE H.S.C. = HORIIZOCONNTALLY SLOTTED U.O.N.TYP. = TYPICAL UNLESS OTHERWISE NOTED I 4. 05/21/2024 FILING SET TYPICAL STUDS N0 OF HORIZ. & 'X' STRAPS BRACING HORIZ. = HORIZONTAL VERT. = VERTICAL . FLOOR WALL TYPE I.F. = INSIDE FACE W.P. = WATERPROOFING STUD SPACING END STUDS GAGE WIDTH IN. = INCH W.W.F. = WELDED WIRE FABRIC INT. = INTERIOR WF. = WIDE FLANGE ROOF — — — — — — wnoD — 2ND FLOOR 6" STUD WALL 2 X 6 16 2 14 4 (2) 2X10 WOOD RIM JOIST 1ST FLOOR 6" STUD WALL 2 X 6 16 2 14 4 2X4 TOP PLATE (TYP.) cY � w 0 DOUBLE WOOD STUDS AT END OF OPENINGS (TYP.) EXISTING I 1ST FLOOR EXISTING FLOOR JOIST 1ST FLOOR T.O.S. FLOOR JOIST 2'-8" O.C. MAX (TYP.) 2'-8" O.C. MAX (TYP.) WOOD HEADER. (SEE (TYP.) T.O.S. (TYP.) HEADER SCHEDULE X1 I ON S0.02) I � / WOOD STUD. (SEE STRUCT. PLANS) CONT. (2) 2X6 I CONT. (2) 2X6 TOP PLATE TOP PLATE o _71 325 Gold Street I Suite#604 Brooklyn,NY 11201 O:[347]778 5908 rY._, contactkce@kceengr.com 2X4 LATERAL F: [347]778 5952 www.kceengr.com BRACING (TYP.) i � � SEE PLAN C O N S U LT I N G 2X4 LATERAL ENGINEERING PLLC „ BRACING (TYP.) Q 4 X4 TEMPORARY WOOD POST @ 32" " WOOD SILL (TYP.) CD - 7 O.0 MAX. (TYP.) � � TEMPORARY WOOD ----Z � > POST OST @ 32" O.0 MAX. (TYP.) 2X4 SOLID BRIDGING @ 4" 2X4 TRANSVERSE WOOD STUD WALLS (TYP.) Drawing Title: BRACING (TYP.) & 2X6 SOLID BRIDGING @ 2x- DESIGN CRITERIA, I I I 6" WOOD STUD WALLS � 2X4 TRANSVERSE PLATE TTOM(TV.)WOOD o SCHEDULES AND TYPICAL CY BRACING (TYP.) 2X6 BOTTOM WOOD CRIPPLEBASEMENT FL00 2X4 BOTTOM STUD DETAILS PLATE (TYP.) BASEMENT FLOOR T.O.S. PLATE (TYP.) T.O.S. Scale: AS NOTED Seal: Project No.: A1106.00 (2) 2X10 WOO �,� ��, fl vwtoo Drawn By: A.M. RIM JOIST ; '� �i" A Checked By: K.W. w-. r Drawing No. TYPICAL_ SIDE PROFILE TYPICAL FRONT PROFILE °�"� S Q , 0 2 TEMPORARY SHORING DETAIL TEMPORARY SHORING DETAIL Page No.: 02 of 13 3 . . . . DOB NOW Job#: 3 $ = ''—on G:� 3 /8" TYPICAL WOOD STUD BEARING WALL WITH OPENING ELEVATION 5 3/4" = 1'-0" THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: WOOD GIRDER \ HEADER WOOD BLOCKING WOOD GIRDER \ HEADER PERPENDICULAR 0 45 JOIST HANGER TO WOOD JOIST JOIST HANGER WOOD GIRDER/ HEADER - x SOUNDVIEW x � x � � CLIP ANGLE SOLID WOOD BRIDGING x x AVENUE 4- * � 5'-0" O.C. MAX. 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 k WOOD JOIST HEADER WOOD HEADER WOOD JOIST HEADER TYPICAL FLOOR FRAMING — TYPICAL HEADER FLOOR FRAMING AT TYPICAL FLOOR SYSTEMS FRAMING AT JOIST HANGER CONNECTION FLOOR OPENING —JOIST HANGE�RC ONNECTION FLOOR OPENING— CLI1.AN.GLE CONNECTION �� ���=x;aa.;�,: 1 2 3 3/4'=1'-0" 3/4"=1'-0" 3/4"=1'-0" ° WOOD JOIST NOTES: NOTES 1. NO. OF FASTENERS VILL VARY WITH STRENGTH REQUIRED. 1. FOR JOIST SISTERING DETAILS REFER TO TYPICAL MULTIPLE MEMBER 2. FOR JOIST SISTERING DETAILS REFER TO TYPICAL MULTIPLE TYPICAL BRIDGING AN�DB RACING — FL00�111�111 �11 EXIST BEARING BEAMS ON DETAIL 11 ON SHEET NUMBER S-003 MEMBER BEAMS ON DETAIL 7 ON SHEET NUMBER S-003. 4 WALL SEE PLAN NEW WOOD JOIST COMMON WIRE NAILS ® Y" DIA. HILT] SIMPSON 1 KIP 0" 12" O.C. TYP. USE NAIL HAS-E THREADED CAPACITY SDWS22X6" EDGE OF NEW OPENING SISTERED WOOD JOIST FIRE CUT AT MASONRY - (SEE PLAN) SIZE SHOWN IN SCHEDULE RODS (� 12" O.C. MINIMUM, WOOD NEW HEADER SPIKED TOGETHER EXIST. SISTERED WOOD TOTAL PER DETAIL 6 BEAM. (SEE PLAN WALLS ONLY T.O.S WIDTH SCREWS ® 12" O.C. ) JOIST TO REMAIN (V.I.F.) N ;�, T.O.S BLOCK: N r- �- LOT: / m m N = w w 17, p U + + E = J N m m I w w � Q Plot Plan: b b N" m y ZD + + + + Client: Lk4" RING TYP. DTH >7Y NIDTH > 7Y' EXISTING JOIST b NAIL OR 4 PLUS OR 4 PLUS BRIDLE HANGER BY SIMPSON MS. TINY LEVY 2 1/2 40d MEMBERS MEMBERS OR EQUAL 10 GA. CLIP 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 XIST. MASONRY WALL ANGLE W/ (8) 8d GROUT POCKET SOLID AFTER JOISTS INSTALLATION TYPICAL JOIST STEEL HANGER NAILS EA. LEGS C MULTIPLE WOOD MEMBER SISTERING SUPPORT AT NEW OPENING (SEE PLAN) TYPICAL EXTERIOR WALL G)2PI1AL ," Issued/Revision: DETAIL — WOOD JOISTS BEARING. 3/4" _ '-0" 5 TYPICAL JOIST BRIDLE HANGER TYPICAL CLIP ANGLE NO. DATE DESCRIPTION NOTE: CONNECTION — WOOD JOIST TO LVL CONNECTION — WOOD JOIST TO LVL 1. 06/30/2022 PROGRESS SET 1. FOR MEMBERS UP TO 9Ya" DEEP PROVIDE 2 ROWS OF NAILS. WF BEAM (GREATER 8A r813 2. FOR MEMBERS GREATER THAN 9Y" DEEP UP TO 11Y4" DEEP PROVIDE 3 ROWS THAN JOIST DEPTH) 1" = 1'-0" 2. 10/07/2022 PROGRESS SET OF NAILS. 3. FOR BEAMS MORE THAN 4 MEMBERS OR TOTAL WIDTH 7Y2" OR GREATER USE 3. 10/18/2023 FILING SET Y2" DIAMETER THROUGH BOLTS OR SIMPSON 1 KIP MINIMUM CAPACITY SDWS22X6" WOOD SCREWS BOTH SIDES AT 12" O.C. MAXIMUM. 4. 05/21/2024 FILING SET 4. FOR BEAMS CONSISTING OF 5 MEMBERS, GREATER THAN 10" TOTAL WIDTH OR HANGER HANGER BY SIMPSON OF BEAM MEMBERS 13 Y4" DEEP OR GREATER CONTACT ENGINEER OF RECORD. OR EQUAL I---\ WOOD JOIST NOTCH AS REQUIRED f. WOOD JOIST O.S T.O.S Zi5 I W N CC1 W + + v LOAD BEARING NOTCHES AND WALL(SEE PLAN) PENETRATIONS ARE + + NOT PERMITTED IN THE Q PROVIDE BLOCK BEHIND JOIST < z MIDDLE Y3 OF SPAN Y3 D MAX. HANGER. OMIT BLOCK WHERE JOIST DEPTH EXCEEDS BEAM + + WOOD o N 2" MIN. DEPTH. BACK BLOCKING JOIST WOOD JOISTS WOOD JOIST (SEE PLAN) r I. . ;: :: .: :.'.' TYPICAL WOOD JOIST TO (SEE PLAN) . .. ...� o ® " TYPICAL FLOOR SYSTEMS E: : : : : :::: :::: ''' ::::` ::� 2 MIN. L EEL BEAM CONNECTION CONNECTION TD WF BEAM 2" MIN. 9 CLIP ANGLE (MIN. 11 �w ¢ z Q m X 4� 3/4" = 1'-0° 2"x2"x16 GA.) 3/4"44' R im F- CV WF BEAM NOTE: a 1. WELD, SCREW, OR P.A.F, ATTACH HANGER TO BEAM. Y3 L Y3 L Y3 L 2. ATTACH HANGER TO JOIST. TYPICAL FLOOR SYSTEMS — CONNECTION TO WF BEAM L 10 3/4"=1'—O" L� — -- - 325 Gold Street I Suite#604 STUD WALL Brooklyn,NY 11201 MAXIMUM NOTCH AND PENETRATION SIZES SCHEDULE 0:[347]77859 08 NOTE: CONNECTION WILL VARY WITH DEPTH OF JOIST AND STRENGTH REQUIRED. � m ..<,. 1=: [347]778 5s5252 o� � wwnw.kceengr com gr.com STRUCTURAL C.M.U. (SEE o- SEE ARCH. UJ N SILL PLATE JOIST, BEAM OR MAX. NOTCH MAX. NOTCH MAX. END MAX. HOLE MINIMUM BEARING LENGTH C O N S U LT I N G WF BEAM (LESS PLANS FOR SIZE & REINF.) Q HEADER NOMINAL LENGTH, DEPTH, NOTCH DEPTH, DIAMTER, ENGINEERING PLLC THAN JOIST DEPTH) -- - -- T.O.S DEPTH, Y3 D Ys D AD Y3 D WOOD/STEEL MASONRY D 6" 1Y" �" 1 1Y2" 1Y" 4" 8" 2V 1Y4" 1�" 2%" 1Y" 2X12 Drawing Title: BRIDLE HANGER WOOD JOIST (SEE PLAN) 10" 3Ys" 1Y" 2 3Ys" 1Y" 3X8 6" Y4 12" 3V 13" 2%" 3 " 1Y2" 3X10 �" THRU BOLT MIN. TYPICAL DETAILS 2 @16" O.C. MAX. T.O.S 77 TYPICAL WOOD JO IST PENETRATION (1) #4 CONT. WOOD BOND BEAM • 15 AND NOTCHING GUIDELINES JOIST FILL WITH GROUT 3/4" = 1'-0" Scale: AS NOTED EXTERIOR FINISH NOS: Seal: Project No.: Al106.00 SEE ARCH. DWGS. HOLD-DOWN ANGLE :Of,N y1, WF BEAM (MIN. 2"X2") 1. SQUARE AND RECTANGULAR PENETRATIONS AND NOTCHES ARE NOT RECOMMENDED. a„Q o Drawn By: A.M. #4 ® 4'-0" O.C. CONT. WOOD JOIST 2. THE TENSION SIDE OF MEMBERS 4 INCHES OR GREATER IN NOMINAL THICKNESS SHALL h IN GROUTED CELLS NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS. �» � , Checked By: K.W. U.O.N. ON PLAN OR (SEE PLAN) 3. PENETRATIONS SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF 4r � ' TYPICAL FLOOR SYSTEMS WALL SCHEDULE THE MEMBER, OR TO ANY OTHER PENETRATION LOCATED IN THE MEMBER. WHERE THE 5- Drawing No. MEMBER IS ALSO NOTCHED, THE PENETRATION SHALL NOT BE CLOSER THAN 2 INCHES 0911,4 �` O O 12 CONNECTION O H O 11 N TO WF BEAM TYPICAL FLOOR SYSTEMS — BEARING ON STEEL BEAM 4. CUTS NOTCHES, AND PENETRATIONS IN WOOD TRUSSES STRUCTURAL COMPOSITEL.., J 3/4"44' TYPICAL EXTERIOR WALL 14 LUMBER, STRUCTURAL GLUE-LAMINATED MEMBERS, CROSS LAMINATED TIMBER MEMBERS • • Page No.: 03 of 13 NOTE: DETIL — WOOD JOISTS PARALLEL 3/4"=1'-O" OR I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S DOB NOW Job#: 1. WELD, SCREW, OR P.A.F. ATTACH BRIDLE HANGER TO BEAM. SL314-r= NOTE: RECOMMENDATIONS OR WHERE THE EFFECT OF SUCH ALTERATIONS ARE SPECIFICALLY " 1. NO. OF SCREWS WILL VARY WITH DEPTH DF JOIST. CONSIDERED IN THE DESIGN OF THE MEMBER BY THE ENGINEER OF RECORD. 2. ATTACH BRIDLE HANGER TO WEB OF JOIST. 1 -0 2. ALIGN WEBS OF ALL MEMBERS. THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: 405 SOUNDVIEW JOISTS TYP. AVENUE 3/4" OSB MIN. SEE PLANS 405 SOUNDVIEW AVENUE, MATTITUCK, NY WOOD SHIMS TIGHT EXIST JOISTS STUD 11952 DISPLAYING - T.O.S 4" MA . VARIES DEFLECTED SHAPE ATTACH 24" O.C. MAX. PANEL EDGE PANEL EDGE 1 � 164 � 7 J 8d NAIL SPACING 6" O.C. j/ / / " k CONTINUOUS D + + + + + + o NEW JOISTS PANEL EDGE CLIP ANGLE FIELD 8d NAIL WOOD SHIM MIN. T4 SCREWS NAILED. SPACING 12" O..C. �, + + + + + TIGHT z • CV — — — — — ATTACH TRACK TO WOOD STUD ; EACH STUD FLANGE o N ATTACH AT °a OUTER PANEL EDGE EXIST SAGGING EACH STUD q 8d NAIL SPACING 4" O.C. JOISTS 'S f TYPICAL PARTIAL PLAN OF TYPICAL JOISTS SISTERED SECTION TYPICAL LOAD BEARING WALL 020.0D FLOOR SHEATHING DETAIL 2A AND FLOOR LEVELING DETAIL 2e 3 DOUBLED STUDS PICAL LOAD BEARING WALL — SILL 3/4" = 1'-0" �J 3/4" = 1'-0" 3/4"=1'-0" CD43/ = BLOCK: LOT: N Plot Plan: 2—WIND LOAD STUDS STUDS Client: MS. TINY LEVY 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 MARINO\WARE UTILITY ANGLES (UA SERIES) BY DESIGN. ONE TOP & BOTTOM OF HEADER. CLIP • , �, Issued/Revision: xX ANGLE CLIP ANGLE HEADER ATTACH 24" O.C. MAX. WOOD STUD (BY DESIGN) X x X NO. DATE DESCRIPTION '` x CLIP ANGLE ' . * X (4 SCREWS MIN.) 1. 06/30/2022 PROGRESS SET + " " DOUBLE RIM JOIST I x 2. 10/07/2022 PROGRESS SET Xx k x WOOD k x JOIST 3. 10/18/2023 FILING SET k x X 4. 05/21/2024 FILING SET x ATTACH TRACK TO X EACH STUD FLANGE x k X WIND BRACING k CLIP ANGLE (4 ATTACH AT kx x SCREWS MIN.) WITH EACH STUD 14 GA CLIP ANGLES STUDS AT SHEAR WALLS ONLY. OTHER TYPICAL BRIDGING AND BRACING — LOCATIONS MAY eE TYPICAL BRIDGING AND TYPICAL STUD WALL — LARGE OPENING TYPICAL LOAD BEARING WALL — TOE NAILED. BRACING — CONTINUOUS BRIDGING OXED HEADER CONNECTION TIE—DOWN CONNECTION PARTITION INTERSECTION L WOOD STUD WALL — �11A�LLOPENING (D; 013 7L g CDL3�/4 3/4"=1'-0° /4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" NOTE: NO. OF FASTENERS WILL VARY WITH STRENGTH REQUIRED. NOTE: 1. NUMBER OF FASTENERS WILL VARY WITH STRENGTH REQUIRED. 2. WEB STIFFENERS MAY BE REQUIRED INSIDE RIM JOISTS. STUD WALL WOOD STUD . .. .. . . . . ...... . . ... . •: #604 . . Gold Street Suite Brooklyn,AV NY 11201 O:[347]778 5908 F: [347]778 5952 contactkce@kceengr.com www.kceengr.com CONSULTING ENGINEERING PLLC CLIP ANGLE OR TOE NAIL TYP. 4" THK. MIN. TYP. BUILT—UP SILL HEADER TIMBER SOLE Drawing Title: PLATE (SEE PLAN) / g WOOD JOIST FDN. WALL/ x x x ONNGRADE CRETE SLAB TYPICAL DETAILS 3 (SEE PLAN) X" DIA. ANCHOR BOLTS @ 2'-6" O.C. MAX. 41 x Scale: AS NOTED x Seal: Project No.: A1106.00 x STUD ,�,� � c ► qft Drawn By: A.M. TYPICAL STUD WALL — TYPICAL LOAD BEARING TYPICAL STUD TO :' , x �� . Checked By: K.W. LARGE OPENING BUILT—UP SILL TYPICAL LOAD BEARING WALL — EXTERIOR WALL WALE — BEARING HEADER CONCRETE SLAB CONNECTION - Drawing No. 10 11 12 /� 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" de"b06 3/4„ = 1'-0" `T 13 s�:�,�� . - NOTE: FASTEN BUILT—UP MEMBERS TOGETHER AT 12" O.C. MAX. NOTES: NOTE: =ASTEN BUILT—UP MEMBERS TOGETHER AT 12" O.C. MAX. Page No.: 04 of 13 DOB NOW Job#: 1. ATTACH PLYWOOD TO JOIST AT 12" O.C. IN FIELD OF BOARD AND 6" O.C. AT ENDS. THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO nD ANnnIc Al I 0�n Horn DCvnPIT Z C0/1V TUC P�Q^ \Ir P I Project Title: 405 SOUNDVIEW AVENUE \ / \ 405 SOUNDVIEW AVENUE, MATTITUCK, NY SEE PLAN � / 11952 \ DIAGONAL WIND T.O.S STRAP-Ef + k +i+ +l + WIND AND SEISMIC BRACING 2-WIND LOAD STUDS e (3) SCREWS OR PAF B.S. 4 X 16 GAGE STRAP (TYP.) AT EACH END (TYP.) k + / + / + + x ll 8"X 8"X 14 GA. PLATE B.S. (TYP.) / (2) SISTERED WOOD STUDS. FASTENED x X x r` 4„(np W/SCREWS @ 12" O.C. TYP. + '` x AT EACH AND OF STUD (2) SCREWS MIN TYP. , SHEAR WALL + "x AT EACH STUD " DOUBLE RIM JOIST \ , 1'-0" (TYP.) ADDITIONAL STUDS BLOCK:LOT: 10 AS REQUIRED N Plot Plan: Client: + TYPICAL WOOD WALL WIND BRACING / \ m STUD MS. TINY LEVY PAF (TYP.) 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 \ Q (2) SISTER SEISMIC AND WIND / o m LOAD STUDS AT EACH END OF I Z STUD SHEAR WALL UJ TYPICAL BRIDGING AND BRACING/ — m TYPICAL BRIDGING AND Issued/Revision: TYPICAL BRIDGING BRACING AT STUD SHEAR WALL—OPTION 1 TIE—DOWN CONNECTION AND BRACING WIND BRACING 3 4 No. DATE DESCRIPTION 16" GA. TRACK TOP & BOTT. , \ FLAT STRAP 2 N.T.S. N.T.S. DETW5020 1. 06/30/2022 PROGRESS SET FASTENED W/ SCREWS OR PAF \ "X" BRACING N.T.S. NOTE: ® 8" O.C. MAX. (TYP.) � B.S. 16 GA. 1. NUMBER OF FASTENERS WILL VARY WITH STRENGTH REQUIRED. 2. 10/07/2022 PROGRESS SET \ / MIN. (TYP) 2. WEB STIFFENERS MAY BE REQUIRED INSIDE RIM JOISTS. 3. 10/18/2023 FILING SET 4. 05/21/2024 FILING SET \ T.O.S +/ +i 0 WOOD BLOCKING PERPENDICULAR - - - - - \ - - - - - - — TO WOOD JOIST SOLID WOOD BRIDGING SISTERED JOISTS 5'-0" O.C. MAX. ` (SEE PLAN) STEEL POST SEE PLAN I I , RIM BOARD TYP. PAF (TYP.) I I FLOORING. SEE PLANS AT PERIMETER AND ARCH. DWGS / 4" (TYP.) STEEL BASE PLATE I I * + ' THK MIN. I I T.O.S. (SEE ARCH) + i i �I TOP PLATE STEEL BEAM TYPICAL SHEAR STU�DW ALL DETAIL %• THK. STIFFENER (SEE PLAN) *I + MIN. B.S. IX TYPICAL STEEL POST SUPPORTED BY STEEL BEAM 3/4" = 1'-0" CONNECTION DETAIL WIND AND SEISMIC BRACING 5 \ I I + 4" X 16 GAGE STRAP BOTH NOTES: 1" = 1'-0' WOOD JOIST SIDES (TYP.) 1. SCREWS FOR LIGHT GAGE JOIST FRAMING CONNECTIONS SHALL BE #8-18 SELF-DRILLING SCREWS BY HILT] 0 3" O.C. 4 + � 4 + 325 Gold Street I Suite#604 Air Brooklyn,NY 11201 O:[347]778 5908 F: [347]778 5952 t ccontakceen@kceengr.com TOE NAIL OR UCONSULTI NG 9 om 18GA CLIP ANGLE (TYP.) ENGINEERING PLLC WEB STIFFENER BY TJM BLOCKING PANEL 3x NAILER BOLTED TO STEEL EACH SIDE OF TJI TOP OF BEAM @ TJL/TJW BY TJM BY W/ 1/2" DIA. BOLT ® NAIL TO PARALLAM SOLID BLOCKING Y3 AND WEB STIFFENER TJM 2'-0" O.C. STAGGERED OF THE FLOOR TO FLOOR HEIGHT. FASTEN WITH CLIP EACH SIDE OF TJI BEARING CLIP ANGLES OR TOE NAIL Drawing Title: WELDED TO BEAM \ / \ > TIMBER JOIST \ TJI OR / \ TJL/TJW / TYPICAL WOOD WALL TYPICAL DETAILS 4 \ / \ STUD (SEE PLAN) -- HANGER BY SIMPSON NOTCH TIMBER OR EQUAL TJL/TJW JOIST AS REQ'D. WEB STIFFENER BY TJM (2) SISTER SEISMIC AND WIND EACH SIDE OF TJI LOAD STUDS AT EACH END OF HANGER BY SIMPSON PARALLAM BEAM SHIM TIGHT WITH WOOD STUD SHEAR WALL SEE PLAN OR (EQUAL STEEL BEAM /TJL/TJW' BEARING SEE PLAN 2x6 STUD WALL AND SHEAR WALL DETAILS FOR Scale: AS NOTED SEE PLAN AS PER MANUFACTURER'S BAL OF INFO BLOCKING AS REQ'D DETAILS Seal: Project No.: A1106.00 TYPICAL JOIST SUPPORTED TYPICAL JOIST BEARING TYPICAL BRIDGING AND '�� � � to Drawn By: A.M. s TYPICAL JOIST SUPPORTED ON STEEL BEAM ON PARALLAM BEAM ON STUD WALL BRACING AT STUD SHEAR WALL � R Checked By: K.W. 8 9 ` Drawin No. n n 1n = 1�-0n 3/4" = 1'-0" �g114� ' g . �. S0 . 05 Page No.: 05 of 13 DOB NOW Job#: THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: STUD WALL 405 SOUNDVIEW WOOD MEMBER — WOOD MEMBER (SEE PLAN) _ (SEE PLAN) AVENUE MULTIPLE WIND/ SEISMIC WOOD STUDS AT SHEARWALL ENDS. 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 o LTT131 BY SIMPSON OR APPROVED EQUAL WOOD BEAM / HEADER ° W/ YY4" DIA. ANCHOR BOLTS WOOD JOIST (SEE PLAN) AND 8d X 1Y2 FASTENERS WOOD STUD (SEE PLAN) HA o . . o TIMBER SOLE PLATE Ht ° W/ %" DIA. ANCHOR ' m o 4" THK. MIN. TYP. d a ° o o BOLTS @ 2'-6" O.C. TIMBER SOLE ° o PLATE (SEE PLAN) ° ° Y SIMPSON JOIST SIZE oo ° " ANCHOR 8" MIN. EMBED FC4 CONNECTOR HU210 2X10 c FDN. WALL/ ® a W/ 8-16D FASTNERS ° HU210-2 (2) 2X10 SIMPSON CONCRETE SLAB d a ° o ° ° 'S CONNECTOR TO BE ON GRADE a' ad d ° o HU210-3 (3) 2X10 INSTALLED PER MAUFACTURERS ° d CONCRETE SLAB / - o SPECIFICATIONS (SEE PLAN) Y4" DIA. ANCHOR °. a ' . ° FOUNDA1ION WALL ° BOLTS @ 2'-6" O.C. WOOD JOIST TO WOOD SIMPSON STRONG-TIE (ECC) MAX. a° d ° d . ° d _ a ° POST SEE: PLAN a G)4EII d a. CONNECTION DETAIL d ' ° d WOOD STUD WALL CONNECTION AT NOTES: TYPICAL CORNER POST TO BOTTOM AND INTERMEDIATE HEIGHTS 1. SIMPSON CONNECTOR TO BE PROVIDED AT ALL HEADERS. BASED WOOD BEAMS CONNECTION DETAIL 4 ON WIDTH OF HEADERS DIFFERENT CONNECTORS SHALL BE CHOSEN. BLOCK: 1 TYPICAL STUD TO TYPICAL STUD WALL HOLD DOWN TO N.T.S LOT: N.T.S G)LN. NCRETE SLAB CONNECTION CONCRETE CONNECTION DETAIL AT SHEAR WALL ENDS NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE OR NNOTES: ALI_ CONNECTORS PROVIDED BY SIMPSON STRONG-11E3APPROVED EQUAL T.S. N.T.S HTSQI6ZKT CONNECTOR Plot Plan: W/ 8-1/4'X%- SDS WOOD HEADER FASTENERS Client: WOOD RIDGE BEAM Z ° ° MS. TINY LEVY (SEE PLAN) a ° 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 W ° WOOD TOP PLATE ru`'n ° ° AS REQ'D ° 00 ' o 0 0 WOOD RAFTER (SEE PLAN) � Issued/Revision: WOOD MEMBER (SEE PLAN) DOUBLED STUD AT WOOD NO. DATE DESCRIPTION STUD WALL END OF OPNG WALL BEARING SUPPORT OPTION 1. 06/30/2022 PROGRESS SET WOOD STUD WALL LSSU210 BY SIMPSON (TYP.) REFER TO PLAN 2. 10/07/2022 PROGRESS SET STRONG-TIE OR FOR BAL. OF 3. 10/18/2023 FILING SET APPROVED EQUAL ° NFORMATION o ° DOUBLED STUD AT SIMPSON STRONG-TIE (CCC ° END OF OPNG 4. 05/21/2024 FILING SET TYPICAL RAFTER TO RIDGE TYPICAL JOIST TO STUD WALL CONNECTION BPROVIDE LOCKING ASHH6 CONNECTOR o ° BEAM CONNECTION DETAIL REQUIRED SEE PLAN SUPPORT OPTION ° 6 N.T.S ° o N.T.S WA\A- O?E%AG NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE OR TYPICAL STUD WALL C 0 R NE R D E TA 1 L (PLAN VIEW) �sEE PEA"� APPROVED EQUAL 8 9 �Np ICAL WOOD HEADER CONNECTION DETAILWIND LOAD STUD T.S . NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE I� I� I k I N 10d NAIL GALV. (1-5/8" PENETRATION) " I+i ik J o @ INTERMEDIATE STUDS @ 6" 8d NAIL, GALV. @ 12 ICI I Z_ MAX. O.C. I i i o U_ Ikl Ik o 0 II I I8d NAIL @ 6"O.C. I I I II II Ilxl I I I 10d NAIL GALV. (1-5/8" m @PANEL EDGE PENETRATION) 4" SPACING UJ ATTACH JOISTS(2) 2x6 @ o PLYWOOD JOINT •I•I I.) I.I I••I I•I I•I I+I I i I+I Ik @ PANEL EDGE w TOGETHER 325 Gold Street I Suite#604 MIN. CDX PLYWOOD B.S I I Ikl I I I •I•I I•I I•I • •I I•I I•I T,p,$ Brooklyn,NY 11201 O:[347]778 5952 I Ik contactkce@kceengr.com WIND/ SEISMIC (2) I• (•I (2) 2x6 @ JOINT •I I•I I•I i I i+l ICI I g �I I I I I� KU www.kceen r.com 2x6 @BOTH END OF � � � Ikl l I Ik CONSULTING ,I,I I') I'I I"I I'I I'I SHEAR WALL TYP. •LI I,I I,I I, .I I,I I,I ;�i Iki . I, I ENGINEERING PLLC 2x6 @ 16" O.C. - •I EACHxEND ICI IxI Ili Ik I + INTERMEDIATE STUDS •I•I I•I I•I I• •I I•I I•I i�i I l i�i I + I•) I•) I••I I•I I•I ICI ��I ICI II I � SIMPSON STRONG-TIE 'I:I I:I I:I I' 'I 2x8 @ 16" iki ;�i Ikl HD8A HOLD DOWN ' ' INTERMEDIATE I Ikl Drawing Title: •I •I I••I I•I I•I ANCHOR 5/8" DIA HILT] KOK .I.) I,I I,I I, ,I I,I I.I STUDS �k; ik; I + ,I,) I'I I•I I••I I•I I•I BOLTS @ 32" O.C. 5/8" DIA HILTI KWIK ;+ EMBED. 4" MIN BOLTS@ 32 O.C. •I•I I•I I•I I• •I I•I I• ;� EMB 4" ; TYPICAL DETAILS 5 PE NAIL (1-5/8"� .I. I'I I'I I"I 1.1 FOUNDATION WALL/ FOUNDATION WALL/ I.I I.I I, •I I,I I,I 3/4" ANCHOR 8" CDX SHEATHING W/ 10d NAIL „ PENETRATION) . . " OVERLAP 6 01 4" SPAC'G @ CONC. SLAB. CONC. SLAB. . MIN. EMBED. GALV. (1-5/8 PENETRATION)@ INTERMEDIATE STUDS @ 6" MIN. 12" MAX. SCREWS PANEL EDGEFEENZI/Ex jMfflmm 446o//...WERKm ME/ STUD WALL TYPICAL 2X6 WOOD STUD AND PLYWOOD CDX TYPICAL WALL STUD — -- Scale: AS NOTED SHEATHING NAILING DETAIL FOR SHEAR WALL—OPTION 2 TYPICAL 2X6 WOOD STUD AND CDX PLYWOOD — Seal: Project No.: A1106.00 10 SHEATHING NAILING DETAIL FOR BEARING WALL OPTION 2 � ,. N.T.S. 11 WIND LOAD STUD �• N.T.S. y�P� wgtood, Drawn By: A.M. (NON — SHEARWALL) ;. �' Checked By: K.W. TYPICAL BRIDGING AND �. � �. � � Drawing No. TYPICAL FLOOR SYSTEMS — OVERLAPPING JOISTS &11A� BRACING AT STUD SHEAR WALL— OPTION 2 13 s� —��- S O . O 6 10 N.T.S. ::' Page No.: 06 of 13 NOTE: NO. OF FASTENERS WILL VARY WITH STRENGTH REQUIRED NOTE. DOB NOW Job#: 1. N0. OF SCREWS WILL VARY WITH DEPTH OF JOIST. 2. ALIGN WEBS OF ALL MEMBERS. 3. WEB STIFFENER MAY BE REQUIRED. THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: LVL BEAM LVL BEAM 405 (SEE PLAN) (SEE PLAN) ROOF T.O.S ROOF FASTENERS (TYP.) SOUNDVIEW T.O.S I + + + + + AVENUE + + + + + + + + + NEW LVL TJI 560 WOOD + + + + (SEE PLAN) JOISTS @ 16" 405 SOUNDVIEW AVENUE, MATTITUCK, NY O.C. MAX. 11952 ++ I (SEE PLAN) ++ I CC-HWP CC-HWP CONNECTOR ++ I LVL BEAM CANT. LVL SEE PLAN BEYOND (SEE TYPICAL CONNECTOR LVL BEAM CANT. BY SIMPSON STRONG-TIE ++ ( ( ) PLAN) WOOD TOP PLATE BY SIMPSON (SEE PLAN) STRONG-TIE CCCQ CONNECTOR ( BLOCKING AS BY SIMPSON STRONG-TIE CONNECTOR BY SIMPSON REQ'D OR APPROVED EQUAL OR APPROVED EQUAL WOOD POST I (SEE PLAN) EXTERIOR FINISH PER WOOD POST —/ ARCH. WOOD POST TYPICAL I (SEE PLAN) (SEE PLAN) A— HORIZ. BRACE WOOD STUDS--/ (SEE PLAN) .y 1 SECTION TYPICAL JOIST CONNECTION TO WOOD POST 3/4" 1'-O" 2 3/4" BLOCK: LOT: N Plot Plan: Client: WEEI STIFFENER B.S. ROOF T.O.S ANTILIVER LVL BEAM/TJI JOIST MS. TINY LEVY (SEE PLAN) LVL BEA TJI JOIST CANTILEVER LVL 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 LVL BEAM/TJI JOIS (SEE PLAN) (SEE PLAN) LVL BEAM/TJI JOIS BEAM/TJI JOIST (SEE PLAN) (SEE PLAN) (SEE PLAN) •• o � Nq Issued/Revision: o H, NO. DATE DESCRIPTION • NEW LVL LOW NEW LVL o .: • 1. 06/30/2022 PROGRESS SET (SEE PLAN) (SEE PLAN) o CONNECTOR BY SIMPSON ° ® 2. 10/07/2022 PROGRESS SET OR APPROVED EQUAL NEW TJ1 560 JOISTS CANT. ° o SPACED @ 16" O.0 MAX. 3. 10/18/2023 FILING SET SIMPSON STRONG-TIE (CCC CCCQ-SDS2.5 IMPSON STRONG-TIE (CC-HWP) SIMPSON STRONG-TIE (CC 4. 05/21/2024 FILING SET TYPICAL CANTILEVERED LVL T G)z YPICAL CROSS CONNECTION DETAIL TYPICAL T-CONNECTION DETAIL OPTION A TYPICAL T-CONNECTIONDETAIL OPTIONB 6 3/4" = 1'-0" N.T.S N.T.S N.T.S NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. LVL BEAM/TJI JOIST CANTILEVER LVL (SEE PLAN) _ BEAM/TJI JOIST (SEE PLAN) INIMUM OF 2 " OF TOP FLANGE MATERIAL FOR 0 MIN. NAILING CONFIGURATION 0 m LVL BEAM o ; • o (SEE PLAN) •'� 325 Gold Street I Suite#604 • :% Brooklyn,NY 11201 0 TJI JOIST O:[347]778 5908 N F: [347]778 5952 A (SEE PLAN) INIMUM OF 2 " OF contactkce@kceengr.com KCE TOP FLANGE MATERIAL FOR www.kceengr.com MIN. NAILING CONFIGURATION C O N S U LT I N G • m N I LVL BEAM • o 0 ENGINEERING PLLC TJI JOIST (SEE PLAN) o - WOOD PLATE SEE PLAN LVL BEA (SEE PLAN) o LVL BEAM/TJI JOIST ( ) (SEE PLAN) (SEE PLAN) o Drawing Title: ANTILIVER LVL BEAM/TJI JOIST A (SEE PLAN) IMPSON STRONG-TIE (ECC) A • � SIMPSON STRONG-TIE (THAI-2) 9 TYPICAL DETAILS 6 SIMPSON STRONG-TIE (THAI18 0 0 SIMPSON STRONG-TIE (CCC SIMPSON STRONG-TIE (MIT Scale: AS NOTED TYPICAL CORNER CONNECTION DETAIL TYPICAL JOIST TO STUD WALL CONNECTION TYPICAL TJI TO LVL CONNECTION TYPICAL TJI TO LVL CONNECTION TYPICAL TJI TO LVL CONNECTION Seal: Project No.: A1106.00 1 8 9A 9B 9C ,�'t �c w t� . Drawn By: A.M. �' C ~ t� V,3/4"=1'-0�" N.T.S N.T.S N.T.S N.T.S .� � �� ,.. �0 - .4 Checked By: K.W. NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE NOTES: ALL CONNECTORS PROVIDED BY SIMPSON STRONG-TIE A ;W_ INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. Drawing No. Og 11 d'S S 0 . 0 / Page No.: 07 of 13 DOB NOW Job#: THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: 405 SOUNDIVIEW #6@12" o.C. - - 4 --- - #4@12"0.C. AVENUE U.O.N. POUR 01 POUR O ' 405 SOUNDVIEW AVENUE, MATTITUCK, NY d ; CONT. WATERSTOP IN LAP VERT. BARS _ #4@12"0.C. Ldt Ldt 11952 ALL EXTERIOR WALLS Is" LENGTH MASONRY WALL " EQUAL MASONRY PARTITION REINF. (IF REQ'D.) 5 DOWELS MIN. = 2x ° DOWELS TO MATCH ' , # :i a.. .. e MASONRY REINF. SLAB ON GRADE a r----�° o SEE PLAN & TYP. " y 1 1/2 2#5 T&B CONT. 0 CELLAR FLR. N X (2-0 MAX.) " DET. FOR BAL. <, J DAMP PROOFING HORIZ. REINF. TO RUN OF INFO. , BY OTHERS ' THRU UNINTERRUPTED 10„ ° . WALL PLAN VIEW � < d FTG. REINF. 3#5 CONT. U.O.N. t = THICKNESS OF WALL [D Z e ec .°..• .. v a 1 °• CONT. WALL FTG. 4.. SAME TYPICAL CONSTRUCTION JOINT ``��`/��` PARTITION Bow ,_ n 6" MIN. '\`y NOTON PLAN _ ,'-o" TYPICAL NON—BEARING MASONRY NOTES: SUPPORTED BY SLAB—ON—GRADE 1. CONTRACTOR SHALL SUBMIT ALL PROPOSED CONSTRUCTION JOINTS FOR APPROVAL. 2 3 TYPICAL NEW CONCRETE FOUNDATION WALL SECTION 04YPI.CAL STEPPED FOOTING3/4" = 1'-0" 1/2" = 1'-0" " BLOCK: LOT: N Plot Plan: REINFORCEMENT SCHEDULE Client: Lst. OR 2'- 0" HORIZ. BARS SLAB THICKNESS REINF. WH HEVER IS GREA R (VERT. BARS NOT MS. TINY LEVY SHOWN S.O.G #5 NOSING BAR 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 5" 6x6—W2.OxW2.0 1'-0" ) 1'-0" 1'-0"le (TYP.) Ldt 'x SEE ARCH. 6x6-W2.042.0 W.W.F jai 3/16" JOINT. b BOT. CONT. WALL REINF. SAW CUT AS SOON AS •°. °' •\�.:x, . SEE ARCH. Issued/Revision: CONC. WILL NOT RAVEL. ° \'k WELDED WIRE FABRIC CONT. KEY WA 24 HRS MAX. FILL JOINT o \j�\j��j\ _ „ SEE PLAN & SCHED. W/ COMPRESSIBLE FILLER I �;�\/��� ;. 1" CLEAR (TYP.) SAME AS BOT. CONT. .: NO. DATE DESCRIPTION 3/4 h/4 & SEALANT AS PER ARCH. LAP OUTSIDE BARS OR CONT. KEY AS ° WALL REINF. CLR. EQ.- 1" " A PROVIDE CORNER BARS REQ'D. + ° ,•.. 1. 06/30/2022 PROGRESS SET Lst. OR 2- 0 AS SHOWN. WHERE SIZE • S.O.G WHICHEVER IS 5" SLAB ° SEE TYP. DET. t a 2. 10 07 2022 PROGRESS SET °.. x:x_ s OF BARS DIFFER LAP �s GREATER , 44 :°. ° BARS BASED ON \, LARGER SIZE. Lst. OR 2'- 0" X� x 3. 10/18/2023 FILING SET �A� w WX� .. WHICHEVER IS GREATER .'.e WHERE SIZE OF BARS OR BARRIER DIFFER, LAP BARS BASED ° MIN. = 2X 4. 05/21/2024 FILING SET 0 6" COMPACT %\� FOR SLAB p" ON LARGER SIZ= ,/,/,/ ,/ // COMPACTED ° a . .° .... i ( , n ) \�/\\ /\\/\� POROUS FILL '.'.. ... .., :.. ° a.. X 2-0 MAX. APPROVED FILL THICKNESS, SEE PLAN. 2'-0" //�// /i;�////, e AT CORNERS AT INTERSECTIONS UNDISTURBED TYPICAL SLAB—ON—GRADE CONSTRUCTION JOINT CONTROL JOINT SOIL `,`�,�`�,�`�,�`�,\`�,\\i,\�i,��i,� " CONC. WALL FTG. NOTE: SEE LOCATION ON \ 6 MIN. ARCHITECTURAL DRAWING. `/�/\/�/�/� / TYPICAL HORIZONTAL REINFORCING FOR TYPICAL SLAB—ON—GRADE CONCRETE WALLS AND GRADE BEAMS (PLANITYPICAL CONCRETE STAIR 5 6 SUPPORTE�DO N GRADE TYPICAL STEPPED WALL 1/2 ¢" = 1'-0" n , n 1/2 = 1 —0 NOTES: 1. Ldt INDICATES TENSION DEVELOPMENT LENGTH. SEE SCHEDULE. 2. Lst INDICATES TENSION SPLICE LENGTH. SEE SCHEDULE. (� STUD/POST NEW SHEAR STUD I NEW 6" STUD Y2" DIA. HILII RODS ® 12" O.C. WALL (SEE PLAN) I EXT. FINISHING POST & FOOTING NEW 6" WOOD SHEAR WALL STAGGERED W/ HIT HY200 STUD SHEAR (SEE PLAN I EPDXY W/ 8" EMBED. MIN. I (SEE ARCH.) ) WALL (SEE PLAN) 3/a DIA. ANCHOR TYP. BOLTS @ 1'-6" SLAB ON GRADE LTTI 131 @ 2°-6" O.0 BY SIMPSON 3/4" DIA. ANCHOR BOLTS 1/4 I I 4" THICK SOLE 6X6X W1.4XW1.4 I BASE PLATE O.C. SEE PLAN & TYP. OR APPROVED EQUAL W/ DIA. I @ 2'-6" O.C. 8" EMBED MIN. I I WWF-6X6-W2.0 PLATES SLAB ON GRADE W.W.F. I DET. FOR BAL. ANCHOR BOLTS FASTENERS AT I I I X W2.0 SEE PLAN & TYP. I I OF INFO. TOP OF S.O.G. 3 4" NON-SHRINK DET. FOR BAL. EACH SHEAR WALL END I I / 1ST FLR. T.O.S. WWF• � 1'-2" SEE PLAN GROUT " ( ') OF INFO. ° Boo k�rn,Street I 11201 Suite#604 (2) 2X12 SOLE PLATES I EL.: 0-0 975.0 —�c x' x x FOP OF S.O.G. I `� ' X O: 347 776 5908 SEE PLAN 1ST FLR T.O.S. ?fix . x x x x x, x:x 1 —2 [ ] EL.: D'—D" (975.0') 4 °' X I I .. . .° .e °' •°, ,. <. `°, F: [347]778 5952 X' contactkce@kceengr.com F • C • www.kceengr.com X , 4 X�—•-X ,x X = \7\�\�\� I I ° / �, \�, ^ ' . a '.a 1 C O N S U LT I N G �/CO �ARRIER 1 ENGINEERING PLLC \�/�\\��\ ,• ,°.' •? ..A' •a 7/\,\,.\ .�I. FI ' . ' '.e °• a 1 (3) CONT. #5 , n. " 2" MIN. U.O.N. (EDGE OF `'` •' 1 REBARS 2-0 '� 5 @ 12" O.C. VAPOR BARRIER 1 -0 CONC. FDN. WALL I�a I r. # X R15 INSULATION I , : n ki r[ BASE PL. TO EDGE OF 2X WIDTH OF WWF-6X6-W2.0 W/ #5 @ 12 O.C. I .°�I(SEE ARCH) 2" CLR. TYP. I• :I PIER OR BUTTRESS) PARTITION ABOVE - < .. +, X W2.0 p E.F. E.W. „ C , 1 -6 MIN. ,'-o" CONC. FDN. WALL J 0 2" CLR. TYP. I . J ANCHOR BOLTS. TYPICAL STUD SHEAR WALL TYPICAL STUD SHEAR WALL Drawing Title: W/ #5 @ 12 O.C. #5 DOWELS Q E.F. E.W. @ 12" O.C. I " #5 DOWELS SUPPORTED BY SLAB—ON—GRADE SUPPORTED BY SLAB—ON—GRADE .. W .� @ ,2" O.C. 11 12 TYPICAL FOUNDATION `° . 4#5 CONT. BOTT. U.O.N. 3/4" - 1'-0" 3/4" • •:a: •� • : #5 @ 12" O.C. BOTT. DETAILS 1 • : BOTT. FDN. 4#5 CONT. BOTT. U.O.N. n ,: .I. • EL.: -4-0 (971.0 ,. r #5 @ 12" O.C. BOTT. BOTT. FDN. EL.: -4-0 (971.0), Scale: AS NOTED CONT. 3'-0" CONC. FTG. SEE PLAN Seal: w Project No.: A1106.00 CONT. 3'-0" CONC. FTG. SEE PLAN o C' Nei' Ld ,,, m ,t�` *r o v o� Drawn By: A.M. SECTION r � om n n N , '` � �' Checked By: K.W. CSECTION C3 v 3/4 Drawing No. / „ n NOTES: pg114`� ' �0 0 1. SUBGRADE TO BE PROOF ROLLED TO 95% of THE MAXIMUM DRY Ss► .. ` ._� NOTES: DENSITY PRIOR TO INSTALLING COMPACTED CRUSHED STONE. 1. SUBGRADE TO BE PROOF ROLLED TO 95% OF THE MAXIMUM DRY Page No.: 08 of 13 DENSITY PRIOR TO INSTALLING COMPACTED CRUSHED STONE. DOB NOW Job#: THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO (1CT°IAIIAIl AI I �G(11 II�CI'1 OCOAAITC CO/1AA TIJC OCCOC!•TI\/c II IOICrII!`TIl1AI°I 111^CAII^[-C - 1 Project Title: 405 COLUMN & FOOTING STEEL COL. 2020 NYS BUILDING CODE SOUNDVIEW (SEE PLAN) BUILDING DESIGN INFORMATION SUMMARY BASE PLATE. TY' 1/4 1/4" THICK LEVELING PL. (OPTIONAL) SEE SCHED. I SIZE TO MATCH BASE PLATE AVENUE TOP OF S.O.G. 3/4" NON—SHRINK GROUT 405 SOUNDVIEW AVENUE, MATTITUCK, NY SEE PLAN NO. TOPIC CODE SECTION 11952 I— ° 1. SNOW LOADING GROUND SNOW LOAD, P = 45 P.S.F o 9 11��GG CRITERIA ARRIER fl ' li :. —METAL DECK a. It It. 2" MIN. U.O.N. (EDGE OF ATTACH 12" SNOW EXPOSURE FACTOR, C e 0.9 -l a a BASE PL. TO EDGE OF 11 O.C. MAX. STUD I .' PIER OR BUTTRESS) „ ^��I . [t- I CONCRETE THERMAL EXPOSURE FACTOR, Ct = 1.0 #3 0 10 MIN. TIES. c_� : . =� PROVIDE #3 HAIRPINS ® a ANCHOR BOLTS. SEE 1/4" THICK LEVELING PL. (OPTIONAL) STOP EA. NON—CORNER VERT. BASE PLATE SCHED. I SIZE TO MATCH BASE PLATE ;. BAR TO MATCH TIE ° . . ..° . o SNOW IMPORTANCE FACTOR, Ig = 1.0 SPACING •. . ,I °.•: PIER OR BUTTRESS (SEE BASE PLATE 3/4" NON—SHRINK GROUT TRACK _ COLUMN SCHEDULE) I + \gin PROVIDE 8#5 VERT. MIN. — — x-� �5c x x -x x1 WEB STIFFENER FLAT—ROOF SNOW LOAD, Pt = 30 PSF • . Z J ° �.'a IF X� ° a. : . + (ORIENTED SAME t;\,74,7\ X a. + AS STUD) 2. SEISMIC LOADING SEISMIC IMPORTANCE FACTOR = 1.0 " • FOOTING, FOR SIZE & \ \ \ �� f LEVELING•�\\\\i,�\%�\\ + H HSTRENGTH CRITERIA N REINF. SEE FTG. SCHED. w Ig:'• y: lI• ,,II NON—SHRINK GROUT SITE CLASS D F° w z¢ o I o �t I I o o (AS REQUIRED) Q Z v I I JOST ° . ... N ° " DOWELS TO MATCH z "' °'�T 1 '. I a I (4) 3/4" DIA. ANCHOR ° . . ° Y Min SPECTRAL RESPONSE COEFFICIENTS, 5 = 0.20r� �� = g UJ o Y o VERT. REINF. ABOVE o w I4" Ie °4" '°' BOLTS MIN. U.O.N. o u o S 0.07 J o °' ow N oo '� CCNNECTION ,. ' BLOC Z • . STD. HOOK AS REQUIRED LOT: o N � •;� " .I ;,./ / /\ " SEISMIC DESIGN CATEGORY = B N w 3 CLEAR \��\\�\\�� 3 CLEAR ..° _ " /\//\//�� " FOR FTG. REINF. SEE 3 CLEAR \�\j\//� 3 CLEAR PLAN & SCHED. SHORT PERIOD DESIGN SPECTURAL REPONSE, Ss = 0.19g Plot Plan: TYPICAL FLOOR SYSTEMS — Client: TYPICAL STEEL COLUMN, PIER OR BUTTRESS & FOOTING TYPICAL FOOTING�1&11COLUMN BA�ElLATE LEVELING AT FIN. ONE SECOND DESIGN SPECTURAL REPONSE, S1 = 0.044g MS. TINY LEVY 6 2 3 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 3/4" = 1'-0" 3/4" = 1'-0" N.T.S. MINIMUM SEISIMIC BASE SHEAR, V = 4 KIPS NOTE: SEE COLUMN SCHEDULE FOR BASE PLATE SIZE AND THICKNESS. MILL NOTE: BASE PLATE IF THICKNESS IS GREATER THEN 2". 1. NO. OF SCREWS WILL VARY WITH DEPTH OF JOIST. SEISMIC RESPONSE COEFFICIENT, C$ = 0.04 2. ALIGN WEBS OF ALL MEMBERS. Issued/Revision: NO. DATE DESCRIPTION SEISMIC REDUNDANCY FACTOR, RHO = 1.3 #4 ®24" O.C. VERT. DRILLED 1. 06/30/2022 PROGRESS SET & EPDXY W/HILTI HIT—HY200 6" EMBED MIN. RESPONSE MODIFICATION FACTOR, R = 4 2. 10/07/2022 PROGRESS SET COLUMN & FOOTING STEEL COL. 3. 10/18/2023 FILING SET LATERAL FORCE RESISTING SYSTEM EXIST. RUBBLE FDN. TYP. (SEE PLAN) LIGHT—FRAME (COLD—FORMED STEEL) WALL SYSTEMS USING FLAT 4. 05/21/2024 FILING SET WALL TO REMAIN (V.I.F.) 1/4 • :. ° BASE PLATE. 1/4 THICK LEVELING PL. (OPTIONAL) FO-002 •' STRAP BRACING SEE SCHED. SIZE TO MATCH BASE PLATE NEW CONCRETE � `�: . • . �.. ;' '. ° . •. . . I p TOP OF S.O.G. ANALYSIS PROCEDURE : EQUIVALENT LATERAL FDN. WALL ;.:•:.1'-0" {TYP.j. ;_ 3/4" NON—SHRINK GROUT FORCE PROCEDURE (SEE PLAN) ° `' "` NEW WALL. EXIST. RUBBLE. SEE PLAN 6 EMBED. °� � ; FND WALL FND WALL ,• .. , I— 1'-0" MIN. ° 'd 3. WIND LOADING SEE PLAN BASIC WIND SPEED (3 SECOND GUST) = 130 M.P.H. :.4 ...A. o CRITERIA P °• w 5 �°• •'' .°•' ti . a •°. _I ,�\��\/�\.. I ARRIER • �; v , . <' a: a BUILDING STRUCTURE CATEGORY = II •: . • . tl.' li e •° : I r I I 2" MIN. U.O.N. (EDGE OF ' BASE PL. TO EDGE OF #4 ®;?4" O.C. VERT. 3/8" WIDE x 1" DEEP •:• '.li WIND IMPORTANCE FACTOR = 1.0 DRILLED $ EPDXY W/HILII CAULKED REVEAL PIER OR BUTTRESS) HIT 6" MW. �. : •a . °:: : #3 ® 10" MIN. TIES. EMBED . .' ;:. . o' .` PROVIDE #3 HAIRPINS ® I ANCHOR BOLTS. SEE ' •. EA. NON—CORNER VERT. BASE PLATE SCHED. WIND EXPOSURE CATEGORY = C : . TYPICAL NEW TO EXISTING WALL • BAR TO MATCH TIE ' •° _ SPACING .I °.• PIER OR BUTTRESS (SEE �3/4" ONNECTION (PLAN DETAIL •' COLUMN SCHEDULE) INTERNAL PRESSURE COEFFICIENT GC . = 0.18 ° PROVIDE 8#5 VERT. MIN. P •° , °. 6' °' ' • z p. MINIMUM WIND BASE SHEAR, V x = 81 KIPS V y = 74 KIPS Cn! I .a a: . N FOOTING, FOR SIZE & E • • 4 i CELLAR T.O.S. REINF. SEE FTG. SCHED. 1/2" DIA HILTI HAS— E ROD � _�:.—.n..Vie....- - _-. W/HIT—HY200 EPDXY ® 12" O.C. "° ' NEW WALL — . ° FND WALL 6" MIN EMBED o °- — cn •.° ; "• DOWELS TO MATCH SEE PLAN °; =�. BOTT. OF FTG. CL o Y o 4 d.. VERT. REINF. ABOVE EL:—4—0 0 = J o w p' • • `� o °� 325 Gold Street I Suite#604 CD Brooklyn,NY 11201 �° • Z a . ° .. .b' w °• • o N O:[347[778 5908 • . BOTTOM OF - ' F: [347)778 5952 ONT. L4X01/4" TYP. FOUNDATIONS TOSCHEDULE (� • ° FOOTING N G S C 1 I E D U L E gY contactkce @ kceengr.com MATCH �i\ \ \ \ www.kceen r.com 3 CLEAR \�\ � 3 CLEAR C ENGINEERINGO N SULTI PLLC N G REINFORCING TYPICAL NEW TO EXISTING WALL MARK SIZE THICKNESS (EACH WAY) 46 CONNECTION (PLAN DETAIL) 5 NEW TO EXISTING WALL CONNECTION ELEVATION s TYPICAL STEEL COLUMN, PIER OR BUTTRESS & FOOTING F40 4'-0" x 4'-0" 1'-6" 6#5 BOTT. 3/4" = 1'-0" 3/4" = 1'—O" 3/4" = 1'-0" Drawing Title: TYPICAL FOUNDATION DETAILS 2 Scale: AS NOTED Seal: Project No.: A1106.00 CO C w, Drawn By: A.M. Checked By: K.W. Lb Drawing No. SS te / F Page No.: 09 of 13 DOB NOW Job#: THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: A B C D D.2 65'-0 5/8" E ( F G 405 14'-7 3/8" 5-3 3/8" 4'-5 1/8" 14'-5 3/8" 4'-8 5/8" 21'-6 3/4" SOUNDVIEW \ 2B AVENUE \ I I I I I I I 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 \ 1 — — — — — — — — — — — — — — — — — — — — — — I — \ \ I I I I I I I Q \ / ¢ Li: Z Z � Q //—BUILDIN� LINE \ x w i- w �o CELLAR T.O.S. 2 - - - - - �, - _ - \ I I I I /— — — - - - - - - - - - - - - BLOCK: LOT: Z Q / I I I IV \ I REFER TO DET. 0 I ¢I^ I w w I I TEMPORARY SHORING UP k 5 ON FO.02. w m Li ►= / � rn I SHORE CUT & RECONNECT EXIST. FDN. WALL \ °O DETAILS c~ v w o EXIST. JOISTS AS REQUIRED PER \ wo DETAIL 4/SO.02 I TO REMAIN (V.I.F.) Plot Plan: I I I I I I I lo EXIST. FTG. Client: Iv I— \ 3 �/ — — — — — _ _ — — — _ _ 1._6. —TO REMAIN MS. TINY LEVY I r I I i I I I `�� (n'P•) (V.I.F.) 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 \ I I J I KCE SCOPE EXIST. FDN. WALL L — — J OF WORK TO REMAIN ( .I.F.) I I Issued/Revision: EXIST. FTG / I NO. DATE DESCRIPTION TO REMAI 1 \ I (V.I F. I I I 1. 06/30/2022 PROGRESS SET °O tiF REFER TO DIET. 4A 4-1 dc50NF0.02. 2. 10/07/2022 PROGRESS SET FOR CONNECTION DETAILS- - - - - - — - - - - - —1 L - - - - - - � � J 3. 10/18/2023 FILING SET D — 4. 05/21 2024 FILING SET \ / I / / w I I NEW Z 6 I > BUILDING LINE / / ILO CONIC. EW 1 —0 ONC. LU FDN. W LL X o / w TO GpN 1014 CONC. PIER W/(6) I I F0.01 VERT. REBAR k 3 TIES ®10" O.C. I I'.il : 6.1 o ` \ L F40 1 I •�,., I — — — - - \ F0.02 SIM, I I NEW 2'-6" I \ \\ I I I CONC. FTG. 00 LO EW 1'-0" CONC. UNEXCAVATED \ F I FDN. WALL _ _ - _ - - 325 Gold Street I Suite#604 Brooklyn,NY 11201 Kutz O:[347]778 5908 52 contactkce@kceengr.com \ \ I I I www kceengr..com BUILDING LINE C N S U LTING \ \ ENGINEERING PLLC v � s - � - -L - - - -- - 7 - - - - - - -\ - - � — — — — — — — — — - - - - J Drawing Title: T — I I I + -}- F40 }- BASEMENT FOUNDATION J KCE SCOPE 14X74 CONC. PIER W/(6) OF WORK PLAN #6 VERT. REBAR do /3 TIES ®10" O.C. CELLAR / FOUNDATION PART FRAMING PLAN Scale: AS NOTED 3/16" = 1'-0" Seal: Project No.: All 106.00 NOTES: "4 �t Drawn By: A.M. 1. ® DENOTES FOUNDATION WALL TO REIJAIN (V.I.F.). REPAIR AS REQUIRED Checked By: K.W. 2. 0 DENOTES NEW CONCRETE FOUNDATION WALL Drawing No. 3• EL: -XX'-XX" TOP OF SLAB SHOWN THUS EL X'-XX° WITH RESPECT TO PROJECT ELEVATION 0'-0" PROJECT EL 0'-0" 0811A5 f 1 0 CORRESPONDS TO NAVD'88 BASE PANE ELEVATION AS SHOWN ON ARCHITECTURAL DRAWINGS. 1; 4F1 1 :Mz C .LI 4. I I DENOTES NEW CONCRETE FOOTING. 5EE FOOTING SCHEDULE ON F0.02 FOR BALANCE OF INFORMATION. 'L, . . . , Page NO.: 10 of 13 L — JFXX 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND COOPDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS. DOB NOW.lob#: 6. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESDONSIBLE FOR ALL ADDITIONAL SHORING AS CONSTRUCTION PROGRESSES BASED ON THE CONTRACTOR'S MEANS AND METHODS. THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OE ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: 405 SOUNDVIEW NOT IN AVENUE KCE SCOPE 405 SOUNDVIEW AVENUE, MATTITUCK, NY A B C -J ,- 61 ` F � J 05'-05/$" NAILING SCHEDULE 2 14'-7 3/8" ' (` 5j8" 2i' '6 3/4"$ ' " " ----- ---� ------------- - --� 1 TOP PLATE TO STUD, END NAIL (2)16d/(3)-3" 2 STUD TO SOLE PLATE (4)8d/(3)3 TOENAIL OR (2)16d/(3)3 END NAIL I ,.,, ,, I `,-,,,•' .�, I , , ' L ; `` ' . I III , " :, ,, , \ I I I I I I 3 DOUBLE STUDS, FACE NAIL 16d @24"O.C/3" @8"O.0 DOUBLE TOP PLATES, TYPICAL FACE NAIL 16d @16"O.0 3" @12'O.0 DOUBLE TOP PLATES, LAP SPLICE (8)-16d/(12)-3 _ _ _ _ _ i_. _ -. _.J-� J__ _--_'T''_ ' ._ _._ __ L_ _. ___.'�,��•�,� -- ���--�-- I S TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL (2)16d/(3)3" I'': '• " I rah/ 'v 6 CONTINUOUS HEADER, TWO PIECES 16d AT 16"O.0 ALONG EACH EDGE • I i I I li I I I 7 CEILING JOISTS TO PLATE, TOENAIL (3)8d/(5)- 3" 8 CONTINUOUS HEADER TO STUD, TOENAIL (4)8d 9 �" BRACE TO EACH STUD AND PLATE, FACE NAIL (2)8d/(2)3' CD z I t I II CD EXIST. WALL 10 1X8n r ( I' TOE SHEATHING OR LESS TO EACH BEARING, FACE NAIL (2)8d BL LOTCK: 11 WIDER THAN 1"X8" SHEATHING TO EACH BEARING, FACE NAIL (3)8d N EXIST,. IhII�� WALL12 BUILT-UP CORNER STUDS 16d @24 "O.C/3" @16" 0 REMAIN Plot Plan: 13 WOOD STRUCTURAL PANELS (NON-SHEAR PANELS) Client: SUB FLOOR AND WALL SHEATHING TO FRAMING \ - - - " AN SS_ D LE 6d COMMON OR DEFORMED SHANK M S. TINY LEVY � 2 - - - - - - - - - - _ - - �"Tp �" 8d COMMON OR 6d DEFORMED SHANK 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 - - - - - - - - -- - - - - - \ %" TO 1" 8d COMMON OR DEFORMED SHANK 1Y" TO 1Y4" 10d COMMON OR 8d DEFORMED SHANK \ R I II it COMBINATION SUB FLOOR-UNDER LAYMENT TO FRAMING E2 2X1 TEMPORARY SHORING BELOW AND LESS 6d DEFORMED SHANK \ I / I III II SHORE CUT k RECONNECT „ " 8d DEFORMED SHANK ao I I I EXIST. JOISTS AS REQUIRED PER TO 1 I II DETAIL 4/SO.02 1Y" TO 1Y4" 10d COMMON OR 8d DEFORMED SHANK Issued/Revision: - _III 2X10 II I I 14 PANEL SIDING TO FRAMING N0. DATE DESCRIPTION OR LESS 6d CORROSION-RESISTANT \ - 1. 06/30/2022 PROGRESS SET I III I I ( > • I o .. � III �" 8d CORROSION RESISTANT Z 2. 10/07/2022 PROGRESS SET KCE SCOPE T I N i l Z i OF WORK \UJ o II\o I i 15 FIBERBOARD SHEATHING J 3. 10/18/2023 FILING SET L J CD . ;: I „ X X OR LESS N0.11 GA. (SEE NOTE 2) N ' T I N I I M o I I 6d COMMON 4. 05/21/2024 FILING SET \ I I LLJ CoI �� I I N0. 16 GA. (SEE NOTE 3) N E-I Y NO. 11 GA. (SEE NOTE 2) w I III I I p - I II x N 8d 16 GA. (SEE NOTE 3) w II� M Ilocn 0o N NOTES: 1 � I III � I I I III %, Z II M M 1. NAILING SHOWN IS THE MINIMUMN REQUIRED, AND TYPICAL UNLESS SUPERSEDED BY PLANS OR DETAILS. n I 2. 3" NAILS REFER TO 3"x0.131" 0MECHAHICALLY-DRIVEN NAILS. CONSULT ENGINEER BEFORE USING NAILS OF DIFFERENT GAUGE. SLAB EDGE 4 - - - -_ - -- - _ - - - _ - -_ - -_ - I I Q <^ I NEW 6" STUD WALL W/ 2X6 \ / w STUD @16" O.C. (TYP. )DF ARCH NO.2 0 W ~ I I I I I I I 6x6 �MB I I I I I I � I NEW 5 CONC, 1ST FLOOR FRAMING PLAN S.O.G. EL.: 0'-0" I 3/16" = 1'-0" I i I I CD o I I I 5 R_ N FO.01 �� I NOTES: 0 JQ 1. DENOTES EXISTING WALL TO REMAIN. VERIFY IN FIELD. Oc' I I " p5'` I I Q I 5-1 3/8 Q 2' EL: XX-XX TOP OF SLAB SHOWN THUS EL. X'-XX' WITH RESPECT TO PROJECT ELEVATION 0'-0' PROJECT EL. 0'-0* CORRESPONDS TO NAVD 88 BASE PLANE ELEVA1ON AS SHOWN ON ARCHITECTURAL DRAWINGS. I SLAB EDGE ` �OF� I I 1 I SW-01 I I 3. _,,_ DENOTES NEW WOOD JOIST DF-LARCH NO.2 OR BETTER OR LVL BRIDGING SHALL BE 5'-0* MAX. U.O.N. ON PLAN. 6.1 LO o ` 6�roQ c�� FO.02 SIM. I I 4. L� DENOTES SPAN OF DIRECTION OF 3/4' THK. MIN. PLYWOOD LAYER SUB-FLOORING. I N I I X XXX` 5. _(.�_ DENOTES MULTIPLE WOOD JOISTS SISIERED TOGETHER. - - - - �- - �-I - - - - - - -y - - -••- 325 Gold Street I Suite#604 6. _H1 DENOTES NEW(2) 3X12 OR (1) 6X12 WOOD LINTEL ABOVE WALL OPENINGS. USE DF-LARCH NO.2 OR BETTER WOOD. Brooklyn,NY 11201 „ I I I ' O:[347]778 5908 7. ® DENOTES NEW 6' LOAD BEARING STUD WALL W/2X6 DOUGLAS FIR-LARCH NO.2 AT 16' ON CENTER U.O.N. ' F: [347]778 5952 I I I NEW 5 CONC. I I contactkce@kceengr,com I SW-XX www.kceengr.com S.O.G. " I I 8. ® DENOTES NEW 2X6 WOOD SHEAR STUD WALL. REFER TO SHEAR WALL SCHEDULE FOR BALANCE OF INFO. C O N S U LT I N G N O� �\ EL.: 0-0 I I SLAB EDGE 9. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS. ENGINEERING PLLC 1 10. CONTRACTOR TO PROVIDE TEMPORARY BRACING k SHORING AS REQUESTED BY OSHA & NYC BLDG. CODE STANDARDS. 11. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL SHORING AS CONSTRUCTION PROGRESSES rO�6Q°5� I I BASED ON THE CONTRACTOR'S MEANS AND METHODS. TDrawing Title: o i I 1ST FLOOR FRAMING /'45 IPLAN I I SW-01 I � Scale: AS NOTED 1D- I Seal: A Project No.: Al 106.00 KCE SCOPE at ,c Drawn By: A.M. "tpQ ^ OF WORK Checked By: K.W. CD I- N z U as11a Drawing No. � S1 . 01 � ¢c Est . ... - Zo Page No.: 11 of 13 DOB NOW Job#: THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: NOT 1 405 KCE SCOPE _ __ ------------- ------------------------ -------- - - - - -� � SOUNDVIEW AVENUE 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 #(6.2 1 65-0 .5/$ 7-11 14'-7 3/8" I 5'-3 3/8" ".' I. 4`.5 1/8 '.. 14'-.5 3/8" 4'-8 5/$" J '21'--6 3/4". I ' / I ''� � I .: :` �'B:°.c?!:isaci r9'�3'�`i �•a I • i I � j I A,,.. 1 I I i — • 1 I I , III P BLOCK: II N LAST. ROOF... Plot Plan: EDGE � i I. v / i t I Client: TAB EDGE I MS. TINY LEVY \ I 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 I � i r I`�• �� i" 1 \ [ 0 - —I - - - -1 — I --- - --- - -- - � — - --- - - I \ I &� I • . '. �✓ :,rJ I I i I Issued/Revision: I I• �, .� ` � ��. . ( 1 .� ( NO. DATE DESCRIPTION •E:1 � 1. 06/30/2022 PROGRESS SET .RIA i0 __ __ .- I 2. 10 07 2022 PROGRESS SET V. -Al- - - - - - -7. f�`,�, ,� r-,- - �'� I_ J� �zQ _ �t _. �� `- -`-I_ _ .- - -�� `-- ---- - --- _ - I 3. 10/18/2023 FILING SET I. t,p� `� EYiST. RAFTER TO REMAIN /.i� 1-�` \ I �I :: !di+' `� I I, I"- �' !•� '. I I 4. 05/21/2024 FILING SET LLI I �F !� /��. I I l 1 C, � 1 = X 1 // III I. c L �qq ,`` I I '�.� \ \ I L ' fly"� ` t v.c : I I I. I m —=' �� l X 00 `Q,' DO o. x I i t JOISTS WOOD**II I I � M II N jj IiN I� N o I osTF���� �� �•� ` o II ..=�l0 0l� o L " I`�' III SLA EDGE ('V CV O 1 I� S II " `SIX \ 5 \\! II I II II NIM II o 1 �- I II II I \ � I II d I ASTS ) 2X12 WOOD- 01 -Ib °�� 6 _ _ _ _ �'_ _ _ _ _ _ _ 1L 51/2 X 117/8 LVL _ _ _ Q_ _ _I _ _ _ _ _ _ - _ _ _ 2 N D FLOOR FRAMING PLAN 325 Gold Street I Suite#604 3 1/2 X 11 7 LVL :: -� 6.1 L \\ �� 112 :I ��0 (2) 2 12 WOOD I I I 3/16" = 1'-0" O:[347]778 5908 • •/ Brooklyn,NY 11201 F: [347]778 5952 SLAB EDGE �\ �2� •' JOIST I contactkce@kceengr.com www.kceengr.com 2 X 11 8 LVL - I - - - �' - NOTES: ENGINEERINGO PLSULTI C \�\ I 1 1. EL: XX-XX DENOTES EXISTING WALL TO REMAIN. VERIFY IN FIELD \ 6 0 2. TOP OF SLAB SHOWN THUS EL X'-XX' WITH RESPECT TO PROJECT ELEVATION 0'-0' PROJECT 00 \ �� 2X1 @ 16" O.C. _ _ _ 3 1/2 X 11 1/4 LVL_® 16" O.C. 0 I EL 0'-0' CORRESPONDS TO NAVD'88 BASE PLANE ELEVATION AS SHOWN ON ARCHITECTURAL DRAWINGS. N OR 11 7 8 TJ1560 T @ 16" O.C. — rn I \ I I I I 3. DENOTES NEW WOOD JOIST DF-LARCH NO.2 OR BETTER OR LVL BRIDGING SHALL BE 5'-0' MAX. U.O.N. ON PLAN. Drawing Title: \ \\ J of N ci I 4' X XXX DENOTES SPAN OF DIRECTION OF 3/4' THK. MIN. PLYWOOD LAYER SUB-FLOORING. CD �(2) 3X12 _ - - - I 5. H7 DENOTES MULTIPLE WOOD JOISTS SISTERED TOGETHER. - - - - —•.— 2N D FLOOR FRAMING 6. DENOTES NEW(2) 3X12 OR (1) 6X12 WOOD LINTEL ABOVE WALL OPENINGS. USE DF-LARCH NO.2 OR BETTER WOOD. 2ND FLR. T.O.S. I ® PLAN \ R) \ cv EL.: 11'-00' ( 2• SW-XX DENOTES NEW 6' LOAD BEARING STUD WALL W/2X6 DOUGLAS FIR-LARCH NO.2 AT 16' ON CENTER U.O.N. I \ 6 � I �\f I x I I I \ 1 B. DENOTES NEW 2X6 WOOD SHEAR STUD WALL REFER TO SHEAR WALL SCHEDULE ON S0.02 FOR BALANCE OF INFO. _ cn \ v7 I 9. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS. 10, CONTRACTOR TO PROVIDE TEMPORARY BRACING & SHORING AS REQUESTED BY OSHA do NYC BLDG. CODE STANDARDS. Scale. AS NOTED Seal: Project No.: A1106.00 3 1/2 X 11 7/8 LVL I Q° 1 I - \ A��� SW-01 o 0 . Drawn By: A.M. Checked By: K.W. Drawing No. \ I •. �a11a� • 1 � S1 . 02 w Page No.: 12 of 13 �- - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - DOB NOW Job#: KCE SCOPE OF WORK THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO Project Title: NOT 1 405 KCE SCOPE 1../ ..'.1.1' . '/ 1...... ..'.....'. . r /. ...*�'.., .,.. .... .......... ,.., .� ". ....... . ." -1* .. I . , � SOUNDIVIEW ,/ .. � -" . /' / . / ' . . .. '." .. .'. ". ..�. . ... ... . .. ,' /• • I I . .� /..I .""... ....I.I ... I/-.., . �. . '.'... . /� I "I,.. ...". . .. �.'. . . AVENUE � / . .. ... ... .. '... . .. f, /" .' , . ` . . ` . �. 405 SOUNDVIEW AVENUE, MATTITUCK, NY . . 11952 r ; _ ' ' . . . . . . I. ,r �r ,�- �_ CA d ( C Fu:2�' r nG I 1. .rC_r �'_ _ I . 1�-7.:3/8,. 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I 1',.'. � ' 1 . ;'`': L'` ;':''. : ` I ED I MS. TINY LEVY / I . ,` �,: I 405 SOUNDVIEW AVENUE, MATTITUCK, NY 11952 \ I � . �./1. . '.. ../ 1� ',` i 'L II I l ; I . 1 1. .•i .'i . \ /11' I ; . \ / l . I' : / �, \ 1 'l i r • : '. / ... p f 1` ,'" / I I i' , i, \ I . Issued/Revision: I I I \ ' I l'''' '' ; 1 I 1 1 l 1 ;r` � . . / I. r 1.I. N .' /'.J', �_ : � .' I I ',..' 0. DATE DESCRIPTION -_ I . 1 . ,. I . I I. \. I /` I` I• ,' ,' :'' '' •' . _1 .: I ,' I I I l 1. 06 30 2022 PROGRESS SET I/ I I I ';' •• : I t.. \ ( � �.. 'I ; I I I I ,' 2. 10 07 2022 PROGRESS SET �'' . - - - - -!- - - _ _ 1'' - _ .- ___ ._ ____ - _ - -_ - 3 10 18 2023 FILING SET J . - - `I - - - - - I . / / r 'I. 1 i I I ... +.Ii � . I . F '. I 1* , 4. 05/21/2024 FILING SET . . ' •'I ';` 'I. 'f' I / . ' I . . ;' I J 1`I f 'I r; I • 1 1 1. ,11 . 1' I' . 'i' I . 1. Fr a \,' I 'I � I i I � l ;� I , 1 I I I ` /` \. \I % F- I I . �, '� . l I r f i:• I I� I /'. 4 I I J. ', ' ''./' I i Ii ;I'. 'I ' I .. 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I - I \ /I �� � � I � � � . 7 - -I- - - - �-�- -- -- - F - - - - -I- -- - - - - - - - - - - - - - - f - - - - I - - - - - - --I I '� \/ . . � � � � � I � - I I \ I / \ I I I O I I I I \ @ \ I Epp ROOF EDGE �`�����p� S \I \ I I I I I I Qp� I I s4 ` _ _ _ _ _ _ CANT. 1/2 X " 7/$ LVL _ _ _ - - - - _ I _ _ _ _ _ ROOF FRAMING PLAN - 77 - r-�++ R+�+�++ -_ + - - - - - - - - - - - - - 325 Gold Street I Suite#604 \ 1 Brooklyn,NY 11201 -I '/16 O:[347]778 5908 F: [347]778 5952 o \ ROOF (- ROOF T.O.S. I contactkce@kceengr.com M \ U www.kceengr.com EDGE EL.: is-a �_*A �I NOT>s: 6.3 - i - � - - - 1 -.. .._.._...-.._.._.._.._..-: --.._I- - - ---- - - 1 EL: XX-XX CONSULTI NG \ S0.07 SIM. 1 1 1. TOP OF SLAB SHOWN THUS EL X'-XX" WITH RESPECT TO PROJECT ELEVATION 0'-0" PROJECT EL 0'-0" CORRESPONDS TO NAw'98 ENGINEERING PLLC \ \ [%� I-. _.. �_.._.._.._.._.._.._.J_.._..- 1 _.._ BASE PLANE ELEVATION 13.98' AS SHOWN ON ARCHITECTURAL DRAWINGS. \ I-.. \ \ 1 � SLOPE DN. a. .J_.._..-I�I \ -' I -' - - - -- 2. Z DENOTES NEW WOOD JOIST DF-LARCH NO.2 OR BETTER OR LVL BRIDGING SHALL BE 5'-0" MAX. U.O.N. ON PLAN. \ � _ I I ROOF EDGE N \ � I-' 3 X XXX DENOTES SPAN OF DIRECTION OF 3 4" THK. MIN. PLYWOOD LAYER SUB-FLOORING. J .._.._.._.._ III � I I -(:�- / I \ I I I CANT 11,�8 TJI560 T 16" O.C. _ _ I Drawing Title: \ x I x -{ I ^ I 4• _Hi:_ DENOTES MULTIPLE WOOD JOISTS SISTERED TOGETHER. 1 K \ _.._ _.._..� I I 6 7 \ \ 1 �, I _ _ - - _ I - 5 WXXX DENOTES NEW(2) 3X12 OR (1) 6X12 WOOD LINTEL ABOVE WALL OPENINGS. USE DF-LARCH N0.2 OR BETTER WOOD. ROOF FRAMING \ r", -- �,. -.. .._.._.._.._.._ _.._ _.._.. \ � 1-. - �-.•-.•��i � i 6. ® DENOTES NEW 6" LOAD BEARING STUD WALL W/2X6 DOUGLAS FIR-LARCH N0.2 AT 16" ON CENTER U.O.N. PLAN SW-XX \ \ 1 .. .•-•.-••-.•-.•-.•- _•• -..� `� 7. ® DENOTES NEW 2X6 WOOD SHEAR STUD WALL REFER TO SHEAR WALL SCHEDULE FOR BALANCE OF INFO. I \ I I _.a_.. I I \ 1 1 8. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS. -1 \ \cn 1 - pO��pz I 9. CONTRACTOR TO PROVIDE TEMPORARY BRACING k SHORING AS REQUESTED BY OSHA do NYC BLDG. CODE STANDARDS. I \ I \ 11-. _.. .._.._.. _ _.._..I_.._..-I ��� I I ---- 10. DENOTES NEW LVL BY BROAD SPAN OR APPROVED EQUAL \ \ 1 _ _ _ _ _ _ _ _ _ _ _ _ `OQpS I Scale: AS NOTED \ I � � �� I- - - 1 11. _,,_ DENOTES NEW 11�" TJI560 ENGINEERED JOIST BY wEYERHAEUSER OR APPROVED EQUAL f Seal: Project No.: A1106.00 (�)"-1 - - - - - - - - - . �=_-F'- .. I A ,C v� �C . Drawn By: A.M. 1 CANT. �p� 3 1 2 X 11 7 8 LVL I I \ S0.07 SIM. I \ I 'OOs,�/y ROOF EDGE I I -� I I : r- '� ' . ,; �` Checked By: K.W. I 00 �H - -- - t - 9- - - - -- - - - - - -- - - - - - - - - _ l0� ©s11a5 Drawing No. KCE SCOPE ') O OF WORK •..Z"'-�-'-� "', .. Isa, 1_ . Page No.: 13 of 13 DOB NOW Job#: I I THE DESIGN PROFESSIONAL SHALL BE RELEASED FROM ANY AND ALL LIABILITY IN THE © 2015 KCE CONSULTING ENGINEERING PLLC COMMENCEMENT OF ANY WORK PERFORMED WITH THESE DOCUMENTS PRIOR TO !'10TA11.1.1.1,AI I O C/1111�CI'1 I]c 011-CC 111I TUC OrCC 1-111- 111n1C 11 11 111A A/ 11.1 �� SPACE RESERVED 405 SOUNDVIEW AVE MATTITUCK, NY 11952 FOR DOB S HOUSE ALTERATION HVAC DRAWING LIST ABBREVIATIONS DUCT SYMBOLS MISC . SYMBOLS N0. DRAWING N0. DRAWING NAME SCALE AC AIR CONDITIONING 18x12 AD ACCESS DOOR DUCT SIZE. FIRST DIMENSION O PROGRAMMABLE THERMOSTAT 1 M-001.00 HVAC DRAWING LIST, NOTES, SYMBOLS & ABBREVIATIONS NONEt�n INDICATES DUCT WIDTH AFF ABOVE FINISHED FLOOR 180 2 M-002.00 HVAC SPECIFICATIONS NONE AHU AIR HANDLING UNIT ROUND DUCT DIAMETER © TEMPERATURE SENSOR APPLICATION AL ACOUSTICAL LINING #: 3 M-201.00 HVAC FLOOR PLAN LEVEL 1 AS NOTED ALD AUTOMATIC LOUVER DAMPER O HUMIDISTAT SUPPLY DUCT UP SCAN #: 4 M-202.00 HVAC FLOOR PLAN LEVEL 2 AS NOTED BDD BACK DRAFT DAMPER BMCS BUILDING MANAGEMENT CONTROL SYSTEM RETURN/EXH. DUCT UP CO CARBON MONOXIDE DETECTOR REVISION # DATE DESC. 5 M-301.00 HVAC DETAILS AS NOTED BO BLANK OFF BHP BRAKE HORSE POWER 6 M-401.00 HVAC SCHEDULES NONE BTU BRITISH THERMAL UNIT '� SUPPLY DUCT DOWN OS SMOKE DETECTOR 7 EN-001.00 ENERGY COMPLIANCE SHEET NONE CC COOLING COIL CD CEILING DIFFUSER RETURN DUCT DOWN DUCT SMOKE DETECTOR CFM CUBIC FEET PER MINUTE VD CG CEILING GRILLE Em VOLUME DAMPER SP STATIC PRESSURE SENSOR CUH CABINET UNIT HEATER FSQ COMBINATION FIRE/SMOKE EXISTING WORK TO BE COD CABLE OPERATED DAMPER Em DAMPER W/ ACCESS DOOR DEMOLISHED CO CLEAN OUT CT COOLING TOWER FD FIRE DAMPER W/ ACCESS POINT OF DEMOLITION MECHANICAL NOTES GENERAL NOTES DN DOWN DOOR DX DIRECT EXPANSION AL MOTORIZED AUTOMATIC POINT OF NEW WORK 1. ALL WORK SHALL COMPLY WITH ALL RELEVANT LOCAL CODES AND REGULATIONS INCLUDING EAT ENTERING AIR TEMPERATURE LOUVER DAMPER CONNECTION 1. COORDINATE ALL WORK WITH THE ARCHITECTURAL DRAWINGS. VERIFY LOCATION OF ALL VISIBLE DEVICES WITH ARCHITECT THE 2020 NEW YORK STATE BUILDING CODE, MECHANICAL CODE AND FUEL GAS CODE. Em PRIOR TO INSTALLATION, INCLUDING THERMOSTATS, DIFFUSERS, GRILLES, REGISTERS, SENSOR ETC. APPEARANCE OF ALL 2. THE WORK INDICATED ON THE HVAC DRAWINGS SHALL BE COORDINATED WITH THE WORK ECUH ELECTRIC CABINET UNIT HEATER DUCT SPLIT E EMERGENCY BREAK-GLASS VISIBLE DEVICES SHALL MATCH APPEARANCE OF EXISTING DEVICES FOR FINISH, COLOR AND MOUNTING FRAME. RECEIVE OF OTHER TRADES. WHERE CONFLICTS ARISE, THE CONTRACTOR SHALL INFORM THE EF EXHAUST FAN APPROVAL FROM THE ARCHITECT FOR ALL DEVICES PRIOR TO PURCHASE. ARCHITECT & ENGINEER. EUH ELECTRIC UNIT HEATER 2. ALL SHEETMETAL SIZES INDICATED ARE CLEAR INSIDE DIMENSIONS. 3. THIS CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR TO PROVIDE A EWT ENTERING WATER TEMPERATURE LONG RADIUS ELBOW PERMIT DRAWINGS 3. CONTRACTOR SHALL FOLLOW BUILDING RULES & REGULATIONS AND THEIR DESIGN GUIDELINES. COMPLETE AND FULLY FUNCTIONING SYSTEM. FC F_EXIBLE CONNECTION ---�- 4. ALL CEILING GRILLES AND DIFFUSERS SHALL BE COORDINATED WITH THE ARCHITECTURAL FCU FAN COIL UNIT 4. BALANCE DIFFUSERS TO CFM SHOWN ON DRAWING. REFLECTED CEILING PLANS. WHERE A CONFLICT ARISES BETWEEN THE TWO, THE CONTRACTOR BRANCH TAKE-OFF FD 1-1 2 HOUR FIRE DAMPER � � . •�� SHALL INFORM THE ARCHITECT & ENGINEER. \ 5. DRAWINGS ARE INTENDED TO SHOW THE PFOPER SIZE AND GENERAL LOCATION OF THE EQUIPMENT, PIPING, DUCTWORK, FD-3 3 HOUR FIRE DAMPER I 1,.= L• a . ETC. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONNECTIONS. DRAWINGS ARE DIAGRAMMATIC AND INDICATE 5. DUCT AND PIPING DIMENSIONS INDICATED ON THE DRAWINGS ARE INSIDE CLEAR ELBOW WITH TURNING VANES 3 GENERAL ARRANGEMENTS OF SYSTEMS ANC WORK INCLUDED IN CONTRACT. DEVIATION FROM LAYOUT SHOWN MUST BE DIMENSIONS. THE CONTRACTOR SHALL ACCOUNT FOR ANY INTERNAL ACOUSTICAL LINING FL F_OOR AZA Engineering LLC AND/OR EXTERNAL INSULATION DURING HIS COORDINATION AND INSTALLATION. 221 W 37 St 6th FL APPROVED BY THE ARCHITECT/ENGINEER. FLA FJLL LOAD AMPS - - - ACOUSTICALLY LINED artemz@azaeng.com 6. THIS CONTRACTOR SHALL PROVIDE CABLE OPERATED DAMPERS IN ALL INACCESSIBLE FPB FAN POWERED BOX - - - SUPPLY DUCT (212)517-1364 6. ALL DUCTWORK IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL DROPS AND RISES OF RUNS. THE CONTRACTOR CEILING SYSTEMS. SHALL ALLOW IN HIS PRICE FOR DROPS, RISES AND TRANSITIONS. FPI FNS PER INCH LINEAR SLOT DIFFUSER 7. THIS CONTRACTOR SHALL NOT NOTCH, DRILL OR CUT ANY EXISTING BUILDING STRUCTURAL ELEMENTS WITHOUT THE PRIOR APPROVAL OF THE OWNER, ARCHITECT & STRUCTURAL FSD 1-1/2 HOUR FIRE SMOKE DAMPER = _ _ = WITH LINED PLENUM BOX HE . 7. PROVIDE MANUAL DAMPERS IN EACH SPLIT OR TAP CONNECTION TO TRUNK DUCTS FOR BALANCING PURPOSES, EACH ENGINEER FSD-3 3 HOUR FIRE SMOKE DAMPER DAMPER PROVIDED WITH OPERATOR AND LOCKING DEVICE. 8. ACCESS DOORS SHALL BE PROVIDED WITHIN DUCTWORK WHERE REQUIRED FOR ACCESS TO FTR FIN TUBE RADIATOR ACCESS DOOR WITHIN DUCT %'` CONSULfItI6 EIdrIIIEEI3II�aS PLLC VOLUME DAMPERS, FIRE DAMPERS, COMBINATION FIRE AND SMOKE DAMPERS ETC. ACCESS GPM GALLONS PER MINUTE KCE Consulting Engineering PLLC 8. CONTRACTOR SHALL SUPPLY "AS BUILT DRAWINGS" AT THE CONCLUSION OF THE JOB. DOORS SHALL BE NO SMALLER THAN 6"X6". VARIABLE AIR VOLUME BOX 325 Gold St, Suite#604, Brooklyn, NY 11221 GX GENERAL EXHAUST fff VAV W/ ELEC. HEATING COIL 347.778.5908 9. CONTRACTOR TO BE RESPONSIBLE FOR DIFFUSER FRAME TYPE. MUST APPROVED BY ARCHITECT. 9. THE PLAN DRAWINGS CONTAINED HEREIN ARE SCHEMATIC IN NATURE. THE CONTRACTOR HC HEATING COIL contactkce@kceengr.com SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DUCT AND PIPING ROUTINGS AND DUCT MOUNTED ELECTRIC 10. HEATING AND COOLING DUCTWORK SHALL BE SEALED AT ALL TRANSVERSE JOINTS AND CONNECTIONS, INCLUDING EQUIPMENT PLACEMENTS WITH THE EXISTING CONDITIONS AND MAKE NECESSARY HP HORSE POWER HEATING COIL DUCTWORK CONNECTIONS THROUGH DRYWALL OR OTHER FINISH MATERIALS, USING UL-181 COMPLIANT METHODS AND MODIFICATIONS TO THE LAYOUTS AS REQUIRED TO PROVIDE A WORKING SYSTEM IN HTX MATERIALS. CONSTRUCTION DOCUMENTS SHALL SPECIFY THAT DUCTWORK MUST BE INSPECTED BEFORE ACCESS IS COORDINATION WITH THE WORK OF OTHER TRADES AND THOSE EXISTING CONDITIONS. HEAT EXCHANGER CEILING MOUNTED TOILET . ' COVERED UP. 10. WHERE DISCREPANCIES ARISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ID INNER DIMENSION El EXHAUST FAN 11. CONTRACTOR SHALL GUARANTEE ALL NEW WORK FOR THE PERIOD OF ONE (1) YEAR. THE MORE COSTLY ITEM. KW KILOWATT FLEXIBLE 1245 Old Wood Path KWH KILOWATT HOURS CONNECTION Southold, NY 11971 12. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A THIRD PARTY CERTIFIED BALANCING COMPANY TO PROVIDE AN AIR 11. ALL DUCT SYSTEMS CONSISTING OF MORE THAN ONE (1) OUTLET SHALL BE PROVIDED �]FP WITH VOLUME DAMPERS ON ALL BRANCH CONNECTIONS. EACH AIR AND WATER SYSTEM SHALL KX KITCHEN EXHAUST www.redesignarchitects.com BALANCING TEST AND REPORT FOR ENGINEER REVIEW. BE SEPARATELY BALANCED BY A CERTIFIED TESTING AND BALANCING AGENCY TO WITHIN 5% 917.670.4704 OF THE FLOWS INDICATED ON THE DRAWINGS. LAT LEAVING AIR TEMPERATURE ®-U 3/4 DOOR UNDERCUT 13. ALL HVAC DUCTWORK SHALL BE SUPPORTED FROM STRUCTURAL BEAMS EITHER DIRECTLY OR INDIRECTLY BY MEANS OF LD LNEAR DIFFUSER STEEL FRAMEWORK. ALL EQUIPMENT SUSPENSION MUST BE APPROVED BY THE BUILDING STRUCTURAL ENGINEER. METHOD 12. ALL DUCTWORK SHALL BE FORMED, INSTALLED AND SUPPORTED AS PER THE LATEST FOR HANGING EQUIPMENT WILL BE DETAILED ON THE SHEET METAL SHOP DRAWINGS. SMACNA STANDARDS. LWT LEAVING WATER TEMPERATURE 4-L DOOR LOUVER (SQ. FT.) 13. ALL DUCT AND PIPING OPENINGS SHALL BE PROPERLY SEALED/CAPPED THROUGHOUT THE MBH T-IOUSAND BTU H 14. SHOP DRAWINGS SHALL BE PREPARED WITH COMPLETE DIMENSIONAL INFORMATION, INCLUDING COORDINATES TO BRANCH CONSTRUCTION PROGRESS TO PREVENT THE BUILD-UP OF DIRT AND DEBRIS. ALL SYSTEMS NC NORMALLY CLOSED -J z EXHAUST GRILLE DUCT AND DIFFUSERS STUBS. ELEVATIONS TO THE UNDERSIDE OF EXISTING LOW PRESSURE DUCTS AND NEW DUCTS, SHALL BE PROPERLY CLEANED AS PER THE SPECIFICATIONS PRIOR TO START-UP. SHALL BE CLEARLY INDICATED ON THE DRAWING SUBMITTED AND SHALL BE CAREFULLY CHECKED FOR CONFORMANCE WITH NFA NET FREE AREA CEILING HEIGHT REQUIRE MENTS. ALL CONFLICTS MUST BE FLAGGED ON THE SHOP DRAWINGS. SHOP DWG SHALL INCLUDE 14. ALL DUCT AND PIPING PENETRATIONS SHALL BE PROPERLY SEALED WITH APPROVED FIRE CEILING SUPPLY NIC NOT IN CONTRACT A LIST OF REFERENCE DRAWINGS USED. THE SHEET METAL SHOP DRAWINGS SHALL INDICATE ALL HUNG CEILING STARTING RETARDED MATERIALS TO MAINTAINING EXISTING FIRE RATINGS. WHERE INDICATED ON THE DIFFUSER (4-WAY) POINTS, ELEVATIONS AND BREAK LINES. V`HERE PIPING, LIGHTS AND DUCTWORK CONFLICTS; DUCTWORK SHALL BE SET UP DRAWINGS AND WHERE REQUIRED, FIRE DAMPERS OR COMBINATION FIRE/SMOKE DAMPERS NO NORMALLY OPEN , OR DOWN. SHALL BE PROVIDED TO MAINTAIN THE EXISTING WALL RATINGS. NTS NOT TO SCALE CEILING SUPPLY -- � �DIFFUSER (3-WAY) ._ ... , 15. THIS CONTRACTOR IS RESPONSIBLE TO COORDINATE-AND INCLUDE IN HIS BID THE RELOCATION OF ALL PIPING, HANGERS, OA CUTSIDE AIR CONDUITS, ETC. REQUIRED TO INSTALL DUCTWORK. OBD CPPOSED BLADE DAMPER CEILING SUPPLY DIFFUSER (2-WAY) <� 16. SUPPORT, S PROJECT.PROTECT, MAINTAIN AND REPAIR ANY DAMAGED DUCTWORK, PIPING AND INSULATION AFFECTED BY THE WORK OF ENERGY CONSERVATION CODE OD CUTSIDE DIMENSION CEILING SUPPLYCL PRV PRESSURE REDUCING VALVE ~� DIFFUSER (1-WAY) 17. FURNISH ALL LABOR AND MATERIALS, TOOLS, EQUIPMENT AND SERVICES TO PERFORM THE ALTERATION AS INDICATED. COMPLIANCE STATEMENT PSI POUNDS PER SQUARE INCH GAUGE - - - _ DUCT IN FIRE-RATED 18. PROVIDE FITTINGS FOR CHANGE IN PIPE SIZES FOR FINAL CONNECTION AS REQUIRED. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS APPLICATION IS IN RA RETURN AIR ENCLOSURE COMPLIANCE WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE. RF RETURN FAN - - - ON 19. PROVIDE UNION OR FLANGEDRHC REHEAT COIL SIDEWALL SUPPLY GRILLE I CONNECTIONS AT EACH PIECE OF EQUIPMENT AND ON BOTH SIDES OF CONTROL VALVES. BEY PLAN �� 20. FOR AREAS WITH INACCESSIBLE CEILINGS, VOLUME DAMPERS SHALL BE PROVIDED WITH METAL FLEXIBLE CABLE OPERATORS RPM REVOLUTIONS PER MINUTE FOR REMOTE OPERATION OF DAMPERS THROUGH FACE OF DIFFUSERS, GRILLES OR REGISTERS. TRAINING AND MANUALS : SA SUPPLY AIR �-• SIDEWALL EXHAUST GRILLE ��o f NEW y 21. ALL DUCTWORK IS TO BE KEPT AS HIGH AS POSSIBLE SO AS TO MAINTAIN CEILING HEIGHTS SHOWN ON ARCHITECTURAL VOLUME DAMPER ��. ZOLo,� 0 DRAWINGS. UPON COMPLETION OF THE JOB, ALL APPLICABLE OPERATING AND SPECIFICATION MANUALS TO BE WMS IM1'IRE MESH SCREEN TRANSFER DUCT W/ GRILLES * � z'_ 22. WHERE PIPING, LIGHTS AND DUCTWORK CONFLICT, DUCTWORK SHALL SET UP AND DOWN. DELIVERED TO THE BUILDING STAFF. CONTRACTOR SHALL PROVIDE TRAINING FOR THE BUILDING SG-A DIFFUSER TYPE AND FLOW g MAINTENANCE STAFF TO ASSURE THAT THE SYSTEM IS MAINTAINED AND OPERATED PROPERLY. �cu (500) RATE (CFM) DOB STAMP 'OR 087213 �FESSION SEISMIC CATEGORY AND WIND SEISMIC CATEGORY LOCATION: CATEGORY "B" LEVY RESIDENCE WIND SPEED: 130MPH PF SUSTAINED 405 SOUNDVIEW AVE MATTITUCK, NY 11952 HVAC DRAWING LIST, NOTES, SYMBOLS & ABBREVIATIONS 18 OCTOBER 2023 m M 0%01 .0o SPACE RESERVED FOR DOB 1. GENERAL REQUIREMENTS: 4. SHOP DRAWINGS 9. SHEET METAL A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ASHRAE & SMACNA 12. GRILLES, REGISTERS AND DIFFUSERS STANDARDS, O.S.H.A. REQUIREMENTS, NFPA CODES AND THE RULES AND REGULATIONS THIS CONTRACTOR SHALL PREPARE AND FURNISH TO THE ARCHITECT AND A. ALL NEW SHEET METAL INSTALLATIONS SHALL CONFORM TO THE LATEST SMACNA OF ALL AUTHORITIES HAVING JURISDICTION INCLUDING 2020 NYS MECHANICAL CODE ENGINEER THREE (3) HARD COPIES AND ELECTRONIC FILES OF THE FOLLOWING SHOP GUIDELINES AND SHALL MEET THE PRESSURE DUCT CONSTRUCTION STANDARDS. IT A. FURNISH AND INSTALL METAL DIFFUSERS, GRILLES AND REGISTERS AS SPECIFIED ON AND 2020 NYS BUILDING CODE. DRAWINGS AND SUBMITTALS: SHALL BE ASSUMED THAT ALL NEW SUPPLY AND EXHAUST DUCTWORK SHALL BE THE DRAWINGS. CONSTRUCTED TO +/— 2" W.G. PRESSURE CLASSIFICATION UNLESS OTHERWISE NOTED B. THESE DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF THE WORK. THIS A. EQUIPMENT SUBMITTALS INDICATING ALL APPLICABLE PERFORMANCE CRITERIA, ON THE PLANS AND SPECIFICATIONS. B. ALL SUPPLY GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH OPPOSED BLADE APPLICATION #: CONTRACTOR SHALL NOT SCALE THE: DRAWINGS FOR DIMENSIONS. REFER TO THE ROTATIONAL DIRECTION, ELECTRICAL CHARACTERISTICS AND DIMENSIONED DRAWINGS. DAMPERS UNLESS OTHERWISE NOTED. ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS INCLUDING LOCATION OF ALL THIS INCLUDES AC UNITS, VAV BOXES, FANS ETC. B. STEEL DUCTS ARE TO BE ASTM A525 GALVANIZED STEEL SHEET, LOCK FORMING SCAN #: VISIBLE WORK INCLUDING AIR INLETS AND OUTLETS, SPACE MOUNTED THERMOSTATS QUALITY, WITH A ZINC COATING OF 1.25 OZ PER SQ. FT. IN CONFORMANCE WITH ASTM C. PROVIDE A SCHEDULE OF DIFFUSERS, GRILLES AND REGISTERS WITH MANUFACTURER ETC. B. PIPING SHOP DRAWINGS CLEARLY INDICATING PIPE SIZES, ELEVATIONS, VALVES AND A90. MODEL NUMBER, SIZE, ACCESSORIES, FINISHES ETC. FOR ARCHITECT AND ENGINEER REVISION # DATE DESC. FINAL CONNECTIONS TO EQUIPMENT. ALL CONFLICTS SHALL BE FLAGGED. APPROVAL. C. THIS CONTRACTOR SHALL COORDINATE ALL WORK INSTALLATIONS WITH THE WORK C. PROVIDE DUCT ACCESS DOORS AS REQUIRED FOR ALL CONCEALED DUCT OF OTHER TRADES PRIOR TO COMMENCEMENT OF WORK AND PROCUREMENT OF C. SHEET METAL SHOP DRAWINGS CLEARLY INDICATING DUCT SIZES, ELEVATORS, DUCT COMPONENTS INCLUDING BUT NOT LIMITED TO FIRE AND/OR SMOKE DAMPER 13. SCOPE OF WORK EQUIPMENT. MOUNTED DEVICES, AIR INLETS & OUTLETS, AND CONNECTIONS TO EQUIPMENT. ALL ASSEMBLIES INCLUDING FUSIBLE LINKAGES. DUCT ACCESS DOORS SHALL BE NO D. ALL WORK SHALL BE GUARANTEED FREE OF DEFECTS FOR A MINIMUM PERIOD OF CONFLICTS SHALL BE FLAGGED. SMALLER THAN 8%8". THE FOLLOWING SCOPE OF WORK SHALL BE PROVIDED BY THIS CONTRACTOR: ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK UNLESS OTHERWISE D. AIR INLETS AND OUTLETS COMPLETE WITH SOUND DATA, PERFORMANCE CRITERIA, D. FLEXIBLE DUCTS SHALL BE INSULATED AND SHALL BE VINYL IMPREGNATED A. SHEET METAL DUCTWORK, AIR INLET AND AIR OUTLET DEVICES, VOLUME DAMPERS NOTED IN THE PLANS AND SPECIFICATIONS. IF ANY DEFECTS ARISE IN THE MATERIAL TYPE AND ACCESSORIES. FIBERGLASS FABRIC SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE OR FLAT AND REQUIRED APPURTENANCES. INSTALLATION DURING THIS TIME, THE WORK SHALL BE CORRECTED BY THIS STEEL BANDS FATED TO 3" W.G. DUCTS TO BE WRAPPED WITH FLEXIBLE GLASS FIBER CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. E. SHOP STANDARDS INCLUDING DUCTWORK FABRICATION. INSULATION, ENCLOSED BY SEAMLESS ALUMINUM PIGMENTED PLASTIC VAPOR BARRIER B. SUPPORTS RELATED TO ALL NEW MECHANICAL EQUIPMENT, PIPING AND SHEETMETAL. JACKET WITH MAXIMUM 0.23K VALUE AT 75 DEG F. FLEXIBLE DUCTS SHALL BE USED E. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE AND F. HANGERS, ANCHORS AND SUPPORTS INCLUDING WELDER CERTIFICATIONS WHEN TO CONNECT LOW PRESSURE DUCT TO CEILING DIFFUSERS. FLEXIBLE DUCTS SHALL NOT C. CUTTING, CHOPPING AND DRILLING AS REQUIRED FOR THE INSTALLATION OF ALL WORKING SYSTEM AND SHALL FURNISH ALL NECESSARY LABOR AND MATERIALS AS REQUIRED. EXCEED 5 FEET IN LENGTH. NEW MECHANICAL WORK AND SUBSEQUENT PATCHING. NECESSARY TO GUARANTEE THIS. G. INSULATION FOR ALL NEW DUCTWORK, PIPING AND EQUIPMENT. E. PROVIDE ANGLES AND OTHER STRUCTURAL SHAPES USED IN CONNECTION WITH D. PRIME PAINTING. F. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED WORK BOTH STEEL AND ALUMINUM SHEETS SHALL BE ZINC—COATED STEEL. HANGERS SHALL PERMITS FOR THE SCOPE OF WORK INDICATED AT NO ADDITIONAL COST TO THE H. AUTOMATIC CONTROLS INCLUDING POINT DIAGRAMS, WIRING DIAGRAMS, PANEL BE 3/8" MINIMUM HOT ROLLED MILL STEEL. E. SUPPLEMENTAL STEEL FOR EQUIPMENT SUPPORTS. OWNER. ADDITIONALLY, THE CONTRACTOR SHALL FURNISH LIABILITY INSURANCE AND LOCATIONS AND SEQUENCE OF OPERATIONS. BONDING AS REQUIRED BY THE OWNER, ARCHITECT AND BUILDING MANAGEMENT. F. PROVIDE DUCTWORK OF THE MINIMUM GAUGES AS INDICATED IN THE LATEST F. SYSTEM ACTIVATION, START—UP AND BASIC COMMISSIONING OF SYSTEMS. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BUILDING MANAGEMENT I. COORDINATED SHOP DRAWINGS SHOWING THE WORK OF ALL TRADES. SMACNA STANDARDS. DUCTS SHALL NOT EXCEED 24 GAUGE. IN WRITING A MINIMUM OF 48 HOURS PRIOR TO ANY REQUIRED BASE—BUILDING 5. MAINTENANCE INFORMATION G. PROVIDE EACH DUCT BRANCH WITH A MANUAL BALANCING DAMPER COMPLETE WITH PERMIT DRAWINGS SERVICE SHUTDOWNS. NO CONNECTIONS TO EXISTING BASE—BUILDING SERVICES SHALL OPERATOR AND LOCKING DEVICE AS INDICATED ON THE DRAWINGS AND WHERE THERE BE MADE WITHOUT BUILDING MANAGEMENT APPROVAL. A. PROVIDE THREE (3) COPIES OF ALL OPERATION AND MAINTENANCE MANUALS FOR ARE TWO (2) OR MORE AIR INTLETS/OUTLETS CONNECTED TO A SINGLE MAIN TRUNK ;: ALL NEWLY INSTALLED EQUIPMENT. DUCT. m4 oiel I. WHERE CONFLICTS ARISE BETWEEN THE DRAWINGS AND SPECIFICATIONS, THIS .: . £ .. e, . t i J CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IN WRITING PRIOR TO B. PROVIDE THREE (3) COPIES OF WRITTEN DESCRIPTIONS OF ALL OF THE NEWLY H. DUCT DIMENSIONS INDICATED ON PLAN ARE CLEAR INSIDE DIMENSION. DUCTWORK (3 " : ' N ' PROCEED WITH ANY WORK. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING INSTALLED SYSTEMS INCLUDING SYSTEM OPERATING PROCEDURES, AUTOMATIC SIZE SHALL BE INCREASED ACCORDINGLY TO ACCOMMODATE FOR INTERNAL AZA Engineering LLC THE MORE COSTLY OF THE TWO. CONTROLS DESCRIPTIONS, TEMPERATURE AND PRESSURE SETTINGS, LUBRICATION ACOUSTICAL LINING. 221 W 37 St 6th FL SCHEDULES AND PARTS LISTS, ETC. artemz@azaeng.com J. WHERE THE TERM "OTHERS" IS INDICATED ON THE DESIGN DOCUMENTS, IT SHALL I. MAKE JOINTS AND SEAMS SMOOTH ON THE INSIDE. DUCT JOINTS SHALL BE (212)517-1364 REFER TO SERVICES OR ITEMS PROVIDED BY OTHER PROJECT SUB—CONTRACTORS AIR—TIGHT WITH LAPS MADE IN THE DIRECTION OF THE AIR FLOW WITH NO FLANGES WHOSE SERVICES HAVE BEEN RETAINED BY THE PROJECT'S GENERAL CONTRACTOR. 6. AS—BUILT DRAWINGS PROTRUDING INTO THE AIR STREAM. PROVIDE BRACING AS REQUIRED TO MINIMUM \ XCE THE GENERAL CONTRACTOR SHALL COORDINATE ALL REQUIRED SERVICE AND ITEMS VIBRATION. PRCVIDE A FLEXIBLE CANVAS CONNECTION WHERE DUCTWORK CONNECTS TO WITH THE RESPECTIVE SUB—CONTRACTORS. A. PROVIDE THREE (3) COPIES OF RECORD DRAWINGS TO THE OWNER, ENGINEER AND EQUIPMENT WITH ROTATING PARTS. THE CONNECTION SHALL NOT BE LESS THAN 4" CONSULTING ENGINEERING PLLC ARCHITECT. THE DRAWINGS WILL INCLUDE ALL CHANGES MADE TO THE SHOP DRAWINGS NOR MORE THAN 10" IN WIDTH. THE CONNECTION SHALL BE CLOSE WOVEN GLASS KCE Consulting Engineering PLLC 325 Gold St, 2. EXISTING CONDITIONS IN THE FIELD TO PROVIDE AN ACCURATE AND COMPLETE RECORD OF THE WORK AS CLOTH, DOUBLE NEOPRENE COATED OF 4 OUNCE PER SQ. FT. MINIMUM WEIGHT. 347.778 5908 Suite#604, Brooklyn, NY 11221 INSTALLED. contactkce@kceengr.com A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO K. ALL DUCT JOINTS ARE TO BE SEALED WITH DUCT SEALANT SIMILAR TO FOSTER COMMENCEMENT OF ANY WORK TO MAKE HIMSELF FAMILIAR WITH THE EXISTING 7. APPROVALS AND SUBSTITUTIONS 32-50. . CONDITIONS. A. THIS CONTRACTOR SHALL SUBMIT A PROPOSAL BASED ON SPECIFIED 10. ACOUSTIC LININGS B. THIS CONTRACTOR SHALL DETERMINE THE ACCESS AND INTENDED PATHWAYS OF MANUFACTURERS AND SUPPLIER OF MATERIALS OR SERVICES. AT THE TIME OF BID, 1245 Old Wood Path ALL NEW MATERIALS AND EQUIPMENT TO THE FINAL INSTALLATION LOCATION. THE CONTRACTOR SHALL PREPARE A LIST OF ANY MATERIALS AND EQUIPMENT HE A. ACOUSTIC LIVING SHALL BE PROVIDE WHERE INDICATED ON THE DRAWINGS. Southold, NY 11971 WISHES TO SUBSTITUTE CLEARLY INDICATING THE ADDITION OR DEDUCTION TO THE C. ALL AREAS OF WORK NOT TO BE DISTURBED SHALL BE PROTECTED BY THIS TOTAL CONTRACT PROPOSAL PRICE FOR APPROVAL BY THE ENGINEER AND OWNER. B. ACOUSTIC LINING SHALL BE AS MANUFACTURED BY OWENS CORNING AEROFLEX 300 917.67 .4704architects.com 917.670.4704 CONTRACTOR. ENSURE ALL SERVICES TO AREAS NOT BEING RENOVATED SHALL BE OR APPROVED EQUAL WITH A MIN. 1-1/2 LB. PER CU. FT. DENSITY. LINING SHALL BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION. B. THIS CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THAT ANY COATED TO PREVENT FIBER DETERIORATION AT VELOCITIES BELOW 2,000 FEET PER SUBSTITUTED PIECE OF EQUIPMENT MEETS THE SPACE REQUIREMENTS OF THE MINUTE. - 3. DEMOLITIONS AND REMOVALS BUILDING. EQUIPMENT RETURNS INCLUDING RESTOCKING FEES SHALL BE BORNE BY THIS CONTRACTOR. 11. INSULATION A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE AREAS OF WORK AND PATHWAYS TO/FROM THOSE AREAS THROUGHOUT THE COURSE OF DEMOLITION IN 8. TESTING, ADJUSTING & BALANCING A. DUCT, PIPING AND EQUIPMENT INSULATION SHALL BE AS MANUFACTURED BY OWENS STRICT ACCORDANCE WITH ALL O.S.H.A. RULES AND REGULATIONS. CORNING, JOHN MANSVILLE OR APPROVED EQUAL. ,. A. THIS CONTRACTOR SHALL ENGAGE THE SERVICES OF A CERTIFIED TESTING AND B. ALL CONSTRUCTION DEBRIS CREATED FROM DEMOLITION ACTIVITIES SHALL BE BALANCING CONTRACTOR WITH A MINIMUM OF 5 YEARS OF EXPERIENCE IN AIR AND B. ALL PIPING, DUCTWORK AND EQUIPMENT THAT TRANSMITS OR RECIEVES HEAT OR REMOVED FROM THE CONSTRUCTION SITE BY THIS CONTRACTOR. WATER BALANCING. THE CONTRACTOR SHALL BE AABC OR NEBB CERTIFIED. WILL FORM CONDENSATION ON ITS SURFACE SHALL BE PROVIDED WITH INSULATION. f ' iL�; ALL INSULATING MATERIALS SHALL BE UL LISTED AND SHALL MEET THE FIRE AND C. ALL DEMOLITION ACTIVITIES SHALL_ BE CONDUCTED IN A CLEAN AND SAFE MANNER. B. ALL NEW DUCT SYSTEMS SHALL BE BALANCED TO WITHIN 5% OF THE DESIGN SMOKE RATINGS AS TESTED BY NFPA 255 AND UL 723 WITH A MAXIMUM FLAME ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY WETTED TO PREVENT DUST AND AIRFLOW AT THE AIR INLET/OUTLET DEVICES AND TO WITHIN 5% OF THE DESIGN SPREAD OF 25 AND SMOKE DEVELOPMENT OF 50. DEBRIS FROM BECOMING AIRBORNE. AIRFLOW AT THE FAN. C. ALL SUPPLY AIR DUCTWORK SHALL BE PROVIDED WITH MINIMUM 1-1/2 THICK D. PROVIDE AND ERECT TEMPORARY BARRIERS, LIGHTING AND SIGNAGE TO PROTECT C. ALL NEW PIPING SYSTEMS SHALL BE BALANCED TO WITHIN 5% OF THE DESIGN GLASS FIBER BLANKET INSULATION WITH 0.75 LB. DENSITY FSK FACED FIBROUS GLASS THE PUBLIC FROM THE DEMOLITION AREAS. FLOWRATE. DUCT WRAP INSULATION WITH A K VALUE OF 0.28 BTUxIN/(HxFTA2xDEG F). SUPPLY N DUCTWORK WITHIN THE CONDITIONED SPACE SHALL HAVE MINIMUM R VALUE = 6. KEY PLAN O E. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING ANY D. ALL NEW CLOSED LOOP PIPING SYSTEMS SHALL BE INITIALLY PRESSURE TESTED DUCTWORK ROUTED THROUGH ATTIC SPACES SHALL HAVE A MINIMUM R VALUE = 8. EXISTING EQUIPMENT OR SYSTEM THAT BECOMES DAMAGED DURING THE COURSE OF USING COMPRESSED AIR FOR A MINIMUM OF TWO (2) HOURS AND THEN DEMOLITION ACTIVITIES AT NO EXPENSE TO THE OWNER. PATCH, FILL, AND REPAIR ALL HYDROSTATICALLY TESTED FOR A MINIMUM OF EIGHT (8) HOURS AT 1 1/2 TIMES THE SURFACES DISTURBED, CUT, DAMAGED, IN NEED OF ALTERATIONS OR REMOVAL AND AS SYSTEM WORKING PRESSURE OR 10OPSIG, WHICHEVER IS GREATER. STEAM AND A\OF Nf4vy REQUIRED FOR NEW MATERIALS AND ARRANGEMENTS. CONDENSATE PIPING SHALL BE HYDROSTATICALLY PRESSURE TESTED TO A MINIMUM OF ,`Q, ��ZOLOT9 * �` ��L F. IF CONTINUITY OF EXISTING WIRING TO EXISTING ELECTRICAL ITEMS IS INTERRUPTED 150PSIG. BY THE REMOVAL, THE CONTRACTOR SHALL ADVISE THE OWNER TO ENSURE THE CONTINUITY OF CIRCUITING TO OTHER AREAS. 10 DOB STAMP �oA� 8721 OFESSIONP��� LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 HVAC SPECIFICATIONS m Am Ap% A SPACE RESERVED FOR DOB LIVING ROOM 100 i APPLICATION #: SCAN #: REVISION # DATE DESC. 0 B /BATHROOM MASTER BATH O / 101 102 ° o \ CL /\ — 4-04— — — — PANTRY 108 CC :7 T FOYER/HALLWAY 109 CL CL AD-A O 106 10'-0" 5,000 BTU 1,466 W DINING ROOM MASTER BEDROOM 111 O 103 PERMIT DRAWINGS I I o 0 0 LOUNGE GUESTBEDROOM CL 112 \ KITCHEN 107 52 AZA Engineering LLC 110 221 W 37 St 6th FL -- - artemz@azaeng.com (212) 517-1364 AC-1-2C MECHANICAL KEYED NOTES: - E (18,000 BTU) A76 'R ��� ��0(12'0TU)Q Q PROVIDE WALL MOUNTED FAN COIL UNIT. PROVIDE UNIT `f`A\ CONSULTING ENGINEERING PLLC Q WITH CONDENSATE PUMP WHERE CONDENSATE DRAIN BY 1 GRAVITY IS NOT FEASIBLE. CONDENSATE PUMP SHALL BE KCE Consulting Engineering PLLC (D O3 BY BLUEDIAMOND MODEL MAXIBLUE AND SHALL BE 325 Gold ol St, Suite#604, Brooklyn, NY 11221 T INSTALLED INSIDE THE FAN COIL ENCLOSURE. 3 7.77tkce@kceengr.com 02 PROVIDE TOILET EXHAUST FAN AS MANUFACTURED BY 100 oA / \ PANASONIC MODEL FV-0511VQ1. FAN IS TO BE CONTROLLED 5,000 BTU SITTING ROOM CCU-1 FROM WALL—MOUNTED SWITCH. FAN SHALL BE RATED FOR 1,466 W 11336,000 MBH) 80CFM AT 0.2" W.G. STATIC PRESSURE. PROVIDE WITH 0 0 4 GRAVITY BACKDRAFT DAMPER. 1245 Old Wood Path MUDRooM = REFRIGERANT PIPING DOWN TO Southold, NY 11971 %J CONDENSERS ACCU-1 AND ACCU-2 03 PROVIDE NEW REFRIGERANT LIQUID AND GAS LINES ROUTED 40 DX UP FROM CONDENSERS TO EACH INDOOR EVAPORATOR UNIT. www.redesignarchitects.com A 917.670.4704 ACCU-2 THE PIPING SHALL BE SIZED AS PER MANUFACTURER'S LAUNDRY 36,000 MBH) RECOMMENDATIONS AND IN COORDINATION WITH THE 114 COAT CL CONTRACTOR'S PROPOSED ROUTING. 114 0 4 4 ® 3/4" CONDENSATE DRAIN PIPE IS TO BE PITCHED A © T - - MINIMIM OF 1/8" PER FOOT. EXACT DRAIN PIPE ROUTING 2NFL OR TAI s SHALL BE COORDINATED IN THE FIELD. PIPE SHALL BE __........... ROUTED SO AS TO ALLOW FOR THE CONDENSATE TO DRAIN FREELY BY GRAVITY. ' 05 7—DAY PROGRAMMABLE THERMOSTAT i aF r ............... POWDER RM 0 3 © 7—DAY PROGRAMMABLE 240V HEATING THERMOSTAT 117 TX-A 2 � ..� p) Q7 PROVIDE BASEBOARD RADIATOR BY RUNTAL, MODEL < I EB2-240D. CUSTOM COLOR TO BE SELECTED BY THE ` Ct RAD-A ° ARCHITECT. RADIATOR LENGTHS AS INDICATE ON FLOOR 10'-011 GARAGE 3/4" CONDENSATE, SPILL INDIRECT PLANS. PROVIDE FREE STANDING WHERE LOCATED AGAINST 5,000 BTU TO FUNNEL DRAIN (BY PLUMBING GLAZING. 1,466 W CL CONTRACTOR) 0 78 ® N 3/4" CONDENSATE UP KEY PLAN O 5 TO 2ND FLOOR ABOVE II REFRIGERANT PIPING UP ��OF Nf4v TO 2ND FLOOR ABOVE Q, ZOLOT� 0 FOYER co AC-1-13 (6,000 BTU) FIRE DAMPER AT 2ND FLOOR PENETRATION W/ �w 01 DUCT ACCESS DOOR 8x4 TX UP/DN DOB STAMP OFE72A'3 LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 1 HVAC PLAN - LEVEL 1 HVAC FLOOR PLAN -20 Scale: 1/4" = 1 1-011 LEVEL 1 M=200" 1 ®0 0 SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. 3 2 1 PERMIT DRAWINGS .x :. AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212)517-1364 C MECHANICAL KEYED NOTES: K C E Q PROVIDE WALL MOUNTED FAN COIL UNIT. PROVIDE UNIT -' CONSULTING ENGINEERING PLLC WITH CONDENSATE PUMP WHERE CONDENSATE DRAIN BY Consulting Engineering PLLC E Consul GRAVITY IS NOT FEASIBLE. CONDENSATE PUMP SHALL BE KC KC BY BLUEDIAMOND MODEL MAXIBLUE AND SHALL BE 325 Gold ul St, Suite#604, Brooklyn, NY 11221 INSTALLED INSIDE THE FAN COIL ENCLOSURE. contactkce@kceengr.com FLAT ROOF Q PROVIDE TOILET EXHAUST FAN AS MANUFACTURED BY PANASONIC MODEL FV-0511VQ1. FAN IS TO BE CONTROLLED FROM WALL—MOUNTED SWITCH. FAN SHALL BE RATED FOR 80CFM AT 0.2" W.G. STATIC PRESSURE. PROVIDE WITH GRAVITY BACKDRAFT DAMPER. 1245 Old Wood Path Southold, NY 11971 Q3 PROVIDE THERMAL EFFICIENT, LOW LEAK, MOTORIZED www.redesignarchitects.com DAMPER FOR KITCHEN EXHAUST BY RUSKIN CD40X OR g SIMILAR. 917.670.4704 40 DX W/ ® TOILET EXHAUST BACKDRAFT DAMPER SHALL HAVE pf GOOSENECK 20—GAUGE GALVANIZED STEEL HOUSING, SPRING LOADED BUTTERFLY BLADES, AND NEOPRENE OR RUBBER SEAL —_ _ GASKET. DAMPER SHALL REQUIRE 0.04" STATIC PRESSURE ®T T 7 TO BEGIN TO OPEN. DN 2N 0 FL PANTRY �° _ = 203 QQ PROVIDE NEW REFRIGERANT LIQUID AND GAS LINES ROUTED •—•-- _ FROM CONDENSERS TO EACH INDOOR EVAPORATOR UNIT. KITCHEN EXHAUST HOOD WITH THE PIPING SHALL BE SIZED AS PER MANUFACTURER'S / INTERNAL FAN 400CFM MAX (BY RECOMMENDATIONS AND IN COORDINATION WITH THE RAD-A 2ND FL LIVING RM OTHERS) CONTRACTOR'S PROPOSED ROUTING. 5'-01 w� 2,500 BTU 201 PROVIDE EXHAUST PLENUM BOX W/ © 3/4" CONDENSATE DRAIN PIPE IS TO BE PITCHED A 733 W BIRDSCREEN AND STORM PROOF LOUVER, MINIMIM OF 1/8" PER FOOT. EXACT DRAIN PIPE ROUTING 1.7 SQ. FT. TOTAL AREA (20"X12") TO SHALL BE COORDINATED IN THE FIELD. PIPE SHALL BE 3 ACCOMMODATE KX CONNECTION. ROUTED SO AS TO ALLOW FOR THE CONDENSATE TO O DRAIN FREELY BY GRAVITY. AC-2-1 2-POSITION MOTORIZED DAMPER N 15,000 BTU D FLOOR C INTERLOCKED W/ KITCHEN HOOD Q7 7—DAY PROGRAMMABLE THERMOSTAT KEY PLAIN O - CURRENT SENSOR, ® 7—DAY PROGRAMMABLE 240V HEALING THERMOSTAT Q 7 AC-2-2 2ND FL CL REFRIGERANT PIP NG DOWN TO Q5 1 ST FLOOR Q9 PROVIDE TOWEL RADIATOR 2,048 BTU, 120V, 600W, BY RUNTAL, ��of NEw Y J(12,000 BTU) 206 6 Q- T� 3/4" CONDENSATE DOWN Q Q MODEL NEPIUNE. DIMENSIONS 50"H X 19.5"W X 4.2"D. ZOL0 0 1 2ND FL BATH TO 1ST FLOOR ®204 PROVIDE BASEBOARD RADIATOR BY RUNTAL, MODEL * �� Z EB2-240D. CUSTOM COLOR TO BE SELECTED BY THE g 2ND FL OFFICE ARCHITECT. RADIATOR LENGTHS AS INDICATE ON FLOOR �! 200 PLANS. PROVIDE FREE STANDING WHERE LOCATED AGAINST RAD-A GLAZING. OA 08721,3 6-0" 2 0 8x4 TX DN AND UP TO ROOF DOB STAMP QO� p�- 2,500 BTU TX-A TERMINATE ABOVE ROOF W/ EssioN 733 W (80) GOOSENECK, BACKDRAFT DAMPER® & WMS 7 LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 1 HVAC PLAN - LEVEL 2 HVAC FLOOR PLAN - Scale: 1/4" = 1 '-O" LEVEL 2 SPACE RESERVED FOR DOB BIRD SCREEN WITH MAX.2" X 2" GOOSENECK WITH OPENING 135DEG ARC CONDENSING UNIT OU U (UP TO 5-TONS) 00 0 300 + 3/8"-16 HEX BOLT WITH 3/4" NEOPRENE PAD �O O+ WASHER @ FOUR CORNERS APPLICATION #: AT FOUR CORNERS BY MASON INDUSTRIES, 12" HIGH METAL ROOF FLASHING MIN. 36" INC SUPER W PAD OR jL STAND OR EQUIPMENTSCANSIMILAR RAIL 6" CONCRETE PAD FINISHED ROOFING z SURFACE REVISION # DATE DESC. Co _ COMPACTED EARTH O WD <c'P-�) V,�/�o /\o� NSULATED ROOF DAMPER ACTUATOR AND LINKAGE WHERE y —ASSEMBLY REQUIRED. PREFABRICATED ROOF GRAVITY DAMPER OR CURB ASSEMBLY (MIN. 12" MOTORIZED LOUVER HIGH) DAMPER WHERE INDICATED ON PLAN SHEET METAL DUCT 1 CONDENSING UNIT GRADE LEVEL MOUNTING DETAIL GOOSENECK NTS 2 NTS PERMIT DRAWINGS This drawing is schematic in nature. Final routing of piping & wiring ;. shall be determined by the installing contractor and/or designer of record .: Additional refrigerant charge is needed depending on the size and length of extended piping. E G i\ CITY M U LTI Please refer the amount of pre—charge and the formula of calculation which is mentioned on the data book. AZA Engineering LLC DIAGRAM SYMBOL LEGh FL END SYSTEM SCHEMATIC DWG tc 2c tc , 2c , 221 z@azae 37 St g.c DISPLAY DESCRIPTION CONT.No PAGE 1.25mm 16 AWG : 1.25mm 16 AWG or more. 0.15mm 20 AWG : between O.Smm 24 AWG and 0.15m�120 AWG. artemz@azaeng.com (212)517-1364 — �— POWER WIRE CONTROL WIRE REE PIPE "HE 1 N System 1 J N System 3 %' CONSULTING ENGINEERING PLI,C 208-230V/60Hz 208-23OV/60 z FUSE NTXMSH36A142AA FUSE NTXMSH36A142AA KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 PIPING AND CONTROLS 347.778.5908 SYMBOL BRANCH PIPE MODEL NAME contactkce@kceengr.com J1 CMY-Y62-G-E SYMBOL LIQUID PIPEIGAS PIPE SIZE P1 3181518 L1L2 TB7 LlL2 TB7 P2 1141112 ACCU-1 ACCU-2 ,.� 051 054 TB3 G DIP SWITCH 7-3 OFF TB3 G DIP SWITCH 7-3 OFF 1245 Old Wood Path Southold, NY 11971 ($) \S� _ www.redesignarchitects.com _ 917.670.4704 P1 P1 J1 P1 J1 I F � � i j ii N P2 I P2 I P2 I P2 I P2 �� ��A� 208-230V FUSE 2 8-230V FUSE 2 8--230 FUSE 208-230V 94'�A O SE FUSE L1 L2 G L1 L2 G L1 L2 G L1 L2 G 001 _ 002 _ 003 _ 005 c1105 TBS TB15 TPKFYP LM140A cN1os TB5 T TPKFYP LM140A cN o5 TB5 T 15 TPKFYP LM140A N os TBS T 15 TPKFYP LM140A A\ O F o O yQ z o s *CO ry�,L'A r g � FVI n Aa EM na ® of ® Ad EM Ad ® DOB STAMP o s E91s o �. SOAR 8721 P�t�, OFESSION ,AC-1-1 , ,AC-1-2 , ,AC-1-3 ,AC-2-1 , ,AC-2-2 LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 HVAC DETAILS CITY MULTI SYSTEM SCHEMATIC LAYOUT NTS SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. M ITSUBISHI ELECTRIC TRANE HVAC US : CITY MULTI VRF OUTDOOR UNIT SCHEDULE Nominal Nominal Cooling Heating Nom System Design Design Max Pipe Refrig Pipe Corrected Corrected Inverter Preliminary Electrical-Per Module Cooling Heating Efficiency COP @ Connected Cooling Heating Length Dim High/Low Cooling Heating Sound Driven Added Field . System Tag Tag Reference Model Number o Outdoor Outdoor from BC or Pressure Total Pressure Compressor 208/230 Notes / Options Capacity Capacity I EER/EER 47 F Capacity (o�o TempDB Temp1st Joint Inch See Ca acit Capacity dBA T Charge (See Volta / (BTU/h) (BTU/h) [SEER] [HSPF] of NOM) o WB (inch) ( p Y (BTU/h) ( ) Ype / Voltage MCA Note 5) RFS MOCP ( F) ( F) (feet) Note 4) (BTU/h) Quantity Phase 208/230 08 System 1 ACC U-1 NTXM S H36A142AA 36)000.0 451000.0 [ / 13.20.65] 3.85 [12. 1] 100.0% 90.0 10.7 0.0 3/8 / 5i 8 36,063.0 457559.2 49/53 SCROLL/1 5. 1-phase 6 208/230 e / 36 40 40 1 , 21 31 4, 5, 6 PM System 3 ACCU-2 NTXMSH36A142AA 36,000.0 457000.0 0 / 13.8 3.85 [12. 1] 83.3% 90.0 10.7 0.0 3/8 / 5i8 36,088.9 45,559.2 49/53 SCROLL/1 5.6 208/230V / 36 40 40 1 , 27 3, 4, 57 6 120.65] 1-phase Notes & Options: 1 Nominal cooling capacities are based on indoor coil EAT of 80/67°F (DB/WB), outdoor of 95°F (DB) ... ........... .......... 2, Nominal heating capacities are based on indoor coil EAT of 70°F (DB), outdoor of 43°F (WB) 3 Efficiency values for EER, IEER, COP are based on AHRI 1230 test method for mixture of ducted & non-ducted indoor units. 4.' For s stems with multiple modules, refrigerant pipe dimensions indicate totals stem combined piping downstream of module twinning. p Y g pp Y pp 9 g. PERMIT DRAWINGS 5 Added field charge listed is in addition to factory p charge, this must be updated based upon final as-built piping g Y in layout. p 6 Factory representatives shall review the project prior to and throughout the installation of CITY MULTI equipment � \ ........ . AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212)517-1364 _1KCE r K. COXSDLTIR6r EA&INEERIIifG PLLC M ITSUBISHI ELECTRIC TRANE HVAC US: CITY MULTI VRF INDOOR UNIT SCHEDULE KCE Consulting Engineering PLLC Nominal Nominal Cooling Heating Corrected Capacity Estimated Refrig Pipe Sound Pressure Power Power Condensate 325 Gold St, Suite#604, Brooklyn, NY 11221 Estimated Peak Fan 347.778.5908 Cooling Heating Design Design Cooling Diversity Cooling Total Cooling Sensible Heating Diversity Heating Cooling Dim Fan Speed Per Fan Speed Voltage / Cooling Heating Electrical Removal contactkce@kceengr.com System Tag Room Name Tag Reference Model Type Capacity Capacity Entering Entering Full/Partial See Capacity Capacity Full/Partial See Capacity Coil LAT Heating Coil Li uid/Suction Setting Airflow 208V/230V Phase 208V/230V 208V/230V MCA/MFS Rate Notes Options p Y P Y 9 g ( p Y p Y ( p Y LAT (°F) q g (cfm) (BTU/h) (BTU/h) Temp Temp Note 5, 6) (BTU/h) (BTU/h) Note 5, 6) (BTU/h) (OF) (inch) (dBA) (kW) (kW) ( al/hr) TPKFYP012LM 140 Wall - 208/230V/ System 1 SITTING ROOM AC-1-1 A Mounted 12,000.0 13,500.0 80.0/67.0 67.0 FULL DEMAND 11,698.8 7,963.8 FULL DEMAND 137992.6 53.7 112.0 1/4 / 1/2 HIGH 297 24-31-37-41 0.04 0.03 0.24/0.24/15 0.59 1, 2, 3, 4, 5, 6 y . ' TPKFYP018LM 140 Wall - 1-phase System 1 LOUNGE AC-1-2 A Mounted 18,000.0 20,000.0 80.0/67.0 67.0 FULL DEMAND 17,548.2 11,922.0 FULL DEMAND 20,729.8 53.3 112.2 1/4 / 1/2 HIGH 438 31-36-41-46 208/230V/ 0.05 0.04 0.24/0.24/15 0.78 1, 2, 3, 4, 5, 6 1245 Old Wood Path TPKFYP006LM140 Wall - 1-phase7111- Southold, NY 11971 System 1 FOYER AC-1-3 A Mounted 6,000.0 6,700.0 80.0/67.0 67.0 FULL DEMAND 5,849.4 4,192.5 FULL DEMAND 6,944.5 58.5 101.7 1/4 / 1/2 HIGH 191 22-26-29-31 21-phasV/ 0.02 0.01 0.24/0.24/15 0.26 1, 2, 3, 4, 5, 6 www.redesignarchitects.com 2ND FL LIVING TPKFYPO15LM140 Wall - 1-phase 917.s7o.4704 System 3 RM AC-2-1 A Mounted 15,000.0 17,000.0 80.0/67.0 67.0 FULL DEMAND 14,623.5 9,729.7 FULL DEMAND 17,620.3 53.0 114.7 1/4 / 1/2 HIGH 353 29-34-37-40 21-phasV/ 0.04 0.03 0.24/0.24/15 0.61 1, 2, 3, 4, 5, 6 1-phase TPKFYPO15LM 140 Wall - r r, P1, 208/230V/ F System 3 21ND FL OFFICE AC-2-2 A Mounted 15,000.0 17,000.0 80.0/67.0 67.0 FULL DEMAND 14,623.5 9,729.7 FULL DEMAND 17,620.3 53.0 114.7 1/4 / 1/2 HIGH 353 29-34-37-40 0.04 0.03 0.24/0.24/15 0.61 1, 2, 3, 4, 5, 6 1-phase Notes & Options: 1 Nominal cooling capacities are based on indoor coil EAT of 80/67°F (DB/WB), outdoor of 950F (DB) 2 Nominal heating capacities are based on indoor coil EAT of 70°F (DB), outdoor of 43°F (WB) 3 See outdoor unit schedule for outdoor ambient conditions, connected capacity, and other factors associated with corrected capacities 4 See schematic piping/control diagram for indication of required indoor unit remote controllers, system controllers, and integration devices. '•� ... ..... 4 . 5 Full demand corrected capacity includes de-rate associated with indoor vs. outdoor connected capacity indicated on outdoor unit schedule for associated system. Partial corrected capacity assumes sufficient diversity exists such that the connected capacity de-rate does not apply. It is the designer's responsibility to ensure "Diamond System Builder" is set in the appropriate output capacity setting (full demand/partial demand) prior to generating this schedule. - 6 It is recommended to always base heating corrected capacity on full demand. ON KEY PLAN X of NEiy ZOLOT� 0 C210 �F n DOB STAMP 72A3 �OAROFEsslo LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 HVAC SCHEDULES M-401 .00 SPACE RESERVED FOR DOB ENERGY ANALYSIS 2020 NYSECC, CLIMATE ZONE 4 (SUFFOLK) Scope of worK: Installation of two (2) new variable refrigerant flow (VRF) split systems; controls including programmable thermostats for each system, and electric domestic water heater with temperature maintenance. APPLICATION #: Eneirgy Compliance Statement: To the best of my knowledge, belief, and professional judgement, all work under this application is in compliance with the 2020 NYSECC. SCAN #: REVISION # DATE DESC. NY'CECC 2020 Provision Item Description Proposed Design Value Code Prescriptive Value Supporting Documentation Citation At least one thermostat is provided for each system. Thermostat shall have ability to setback temperatures down to 55 degrees F, or up to 85 degrees F. Be R403.1.1 Programmable Thermostat Thermostats One thermostat is provided per zone. programmable for different temperatures at different Refer to mechanical plans, drawings M-201 & M- 202, showing locations of all thermostats. times of day, control based on largest zone. Initial set point to be no higher than 70 degrees F in heating and 78 degrees F in cooling. Piping serving as part of a heating or cooling system and 0.5" insulation for 0.5" pipe carrying capable of carrying fluids greater than 105°F (41°C) or less Mechanical System Piping Hot Water & Refrigerant Piping refrigerant @ 40F than 60OF (15°C) shall be thermally insulated in See Mechanical Specifications, Pipe Insulation, PERMIT DRAWINGS R��03.4 Insulation Insulation 1 -1/2" for 3/4" pipe carrying accordance with Table R403.4. The thickness and drawing - .M002 �. refrigerant gas @ 190F conductivity of the insulation must result in an R-value of no less than R-3. 1 E R ` F4' `wi AZA Engineering LLC Refrigerant piping insulation: Piping insulation shall be 221 W 37 St 6th FL Refrigerant piping insulation protective See Mechanical Specifications Pipe Insulation artemz@azaeng.com coating on piping located outdoors. drawing M-002. R403.4.1 Protection of piping insulation Protection of piping insulation protected from damage, including that caused by sunlight, ' ' (212) 517-1364 moisture, equipment maintenance and wind. 110E Heated water circulation systems shall be in accordance .�.E with Section R403.5.1.1. Heat trace temperature CONSULTING ENGINEERING PUC KCE Consulting Engineering PLLC R403.5 Heated water circulation and Circulating hot water system piping. Circulation pump shall be provided maintenance systems shall be in accordance with Section See um schedule on sheet P-301 . 3325 Gold 47.778 St, Suite#604, Brooklyn, NY 11221 temperature maintenance systems with aquastat. R403.5.1.2. Automatic controls, temperature sensors and pump contactkce@kceengr.com pumps shall be accessible. Manual controls shallbe readily accessible. Heated water circulation systems shall be provided with a 1245 Old Wood Path Hot wayer circulation system is circulation pump. The system return pipe must be a Southold, NY 11971 provided with hot water return dedicated return pipe or a cold water supply pipe. 9V17670.4704architects.com circulation line. The controls Controls for circulating hot water system pumps shall R403.5.1.1 Circulation System Domestic hot water circulation pump. automatically liturn off the um when start the pump based on the identification of a demand See pump schedule on sheet P-301 . pump for hot water within the occupancy. The controls shall the water In the circulation loop is at the desired temperature. automatically turn off the pump when the water in the _... circulation loop is at the desired temperature and when there is no demand for hot water Hot water pipe insulation Domestic water piping will be provided Insulation for hot water piping with a thermal resistance, R03.5.3 (Prescriptive) Domestic hot water pipe insulation with R-3 insulation R-value, of not less than R-3 shall be applied to the See specifications on P-002. following. Minimum and maximum temperatures Design loads determined using Heating and cooling equipment sizing shall be per ACCA See Signed and Sealed statement frA43:F43om 403.7 Equipment Sizing computerized load calculation software Manual J or similar section of Residential Code of New York for interior design load calculations Engineer certifying compliance with energy code. Trane Trace version 6.3.1. State. N KEY PLAN OF NEw �P ZOLpT O CO r a n N 'O 7213 DOB STAMP �8 �OARO FE 72 A'3 LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 ENERGY COMPLIANCE SHEET o e SPACE RESERVED FOR DOB 405 SOUNDVIEW AVE MATTITUCK, NY 11952 HOUSE ALTERATION ELECTRICAL DRAWING LIST ELECTRICAL SYMBOLS ABBREVIATIONS APPLICATION #: (m A AMPERES SCAN #: NO. DRAWING NO. DRAWING NAME DUPLEX RECEPTACLE AC ABOVE COUNTER REVISION # DATE DESC. 1 E-001 .00 ELECTRICAL DRAWING LIST, NOTES, SYMBOLS AND ABBREVIATIONS AFCI ARC FAULT CIRCUIT INTERRUPTER RGFI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE 2 E-002.00 ELECTRICAL SPECIFICATIONS SHEET AFF ABOVE FINISHED FLOOR 3 E-201 .00 ELECTRICAL POWER PLAN — LEVEL 1 ABOVE COUNTER AWG AMERICAN WIRE GAUGE AC C CONDUIT 4 E-202.00 ELECTRICAL POWER PLAN — LEVEL 2 9TV CAT CATALOG RECESSED CLOCK OUTLET 5 E-301 .00 ELECTRICAL LIGHTING PLAN — LEVEL 1 CB CIRCUIT BREAKER 6 E-302.00 ELECTRICAL LIGHTING PLAN — LEVEL 2 DOUBLE DUPLEX RECEPTACLE CKT CIRCUIT CLG CEILING 7 E-500.00 ELECTRICAL RISER DIAGRAM AND SCHEDULES CU COPPER SPECIAL RECEPTACLE, TYPE AS INDICATED ON DRAWINGS 8 E-700.00 ELECTRICAL DETAILS DWG DRAWING WALL TOGGLE SWITCH, SINGLE POLE EX EXISTING EHC ELECTRIC HEATING COIL $2P GND GROUND WALL TOGGLE SWITCH, 2 POLE GFCI GROUND FAULT CIRCUIT INTERRUPTER $3 GX GENERAL EXHAUST WALL TOGGLE SWITCH, 3—WAY HP HORSEPOWER PERMIT DRAWINGS T SWITCH WITH THERMAL OVERLOAD HZ HERTZ JB JUNCTION BOX ELECTRICAL GENERAL NOTES. D DIMMER SWITCH KVA KILOVOLT—AMPERE : p I; I p KW KILOWATT AZA Engineering LLC LV LOW VOLTAGE 221 W 37 St 6th FL 1 . PRIOR TO COMMENCEMENT OF ANY ELECTRICAL WORK THE CONTRACTOR $ JAMB SWITCH artemz@azaeng.com SHALL VERIFY ALL INFORMATION ON THESE DRAWINGS WITH EXISTING MAX MAXIMUM (212) 517-1364 CONDITIONS AND REPORT TO THE ENGINEER ANY DISCREPANCIES AND ANY MCB MAIN CIRCUIT BREAKER MISSING INFORMATION. MOTOR FRE MIN MINIMUM : 2. ALL ELECTRICAL INSTALLATIONS SHALL COMPLY WITH THE REQUIREMENTS OF ❑- UNFUSED DISCONNECT SWITCH MTD MOUNTED %` CONSULTING EAGIREECIN6 PI.LC THE 2020 NYS BUILDING CODE, 2017 NATIONAL ELECTRICAL CODE, AND KCE Consulting Engineering PLLC OTHER REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. MTG MOUNTING 325 Gold St, Suite#604, Brooklyn, NY 11221 Zi FUSED DISCONNECT SWITCH N NEUTRAL 347.778.5908 3. REFER TO HVAC DRAWINGS FOR EXACT LOCATION AND POWER NC NORMALLY CLOSED contactkce@kceengr.com REQUIREMENTS OF THE RESPECTIVE EQUIPMENT PROVIDED BY OTHER TRADES. COORDINATE WITH OTHER TRADE CONTRACTORS FINAL EQUIPMENT O JUNCTION BOX NIC NOT IN CONTRACT SELECTIONS AND REQUIREMENTS. NO NORMALLY OPENw;. � Ll 4. REFER TO ARCHITECTURAL DOCUMENTS FOR EXACT LOCATION, QUANTITIES, CIRCUIT BREAKER NTS NOT TO SCALE 1245 Old Wood Path TYPES AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES, ASSOCIATED PH PHASE Southold, NY 11971 SWITCHING DEVICES, AND CONVENIENCE RECEPTACLES. DISCONNECT SWITCH AND FUSE P POLE www.redesignarchitects.com 917.670.4704 5. ALL PULL BOXES AND ASSOCIATED SUPPORTS SHALL BE SIZED TO SUIT P PB PULLBOX FIELD CONDITIONS AND TO SATISFY NYC ELECTRICAL CODE. REFER TO PULL BOX PNL PANEL ARCHITECTURAL DRAWINGS FOR WALL TYPES AND PARTITION THICKNESS. RM ROOM OM UTILITY METER TELECOMMUNICATIONS 6. ALL CONDUIT RUNS SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC. TEL COORDINATE EXACT CONDUIT ROUTING WITH ARCHITECT, FIELD CONDITIONS O KEY NOTE DESIGNATION, REFER TO NOTE NUMBER IN TS TAMPER SWITCH AND ALL OTHER TRADES PRIOR TO ANY WORK. DIAMOND ON SAME DRAWINGS TV TELEVISION GROUND TX TOILET EXHAUST ® \ TYP TYPICAL O RESIDENTIAL SMOKE/CARBON MONOXIDE ALARM. UON UNLESS OTHERWISE NOTED 120V POWERED HARD WIRE TO A DEDICATE CIRCUIT WITH INTEGRAL BATTERIES. MULTIPLE SMOKE ALARMS V VOLTS TO BE INTERCONNECTED. W WATTS SEISMIC CATEGORY AND WIND WP WATERPROOF EE ELECTRIC BASEBOARD HEATER SEISMIC CATEGORY LOCATION: CATEGORY »B" ��Y PLAN ON WIND SPEED: 130MPH PF SUSTAINED WH WATER HEATER OF NEWy ZOLOT O CO n s ,o �. DOB STAMP �oA�OFE721'3 LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 ELECTRICAL DRAWING LIST, NOTES, SYMBOLS AND ABBREVIATIONS 18 OCTOBER 2023 i 1 mou 1. GENERAL CONDITIONS 10. CODES, PERMITS AND INSPECTIONS 21. LIGHTING FIXTURES A THESE DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT BE USED. A ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENTS OF STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES A INSTALL, SET AND LAMP ALL LIGHTING FIXTURES AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE AND ON THE PLANS. SPACE RESERVED FINAL LOCATION AND MOUNTING ORIENTATION OF ALL LIGHT FIXTURES, SWITCHES AND RECEPTACLES TO BE VERIFIED EXERCISING JURISDICTION OVER THE WORK OF THIS PROJECT. ALL FIXTURES SHALL BE SUPPLIED COMPLETELY WIRED, ASSEMBLED AND READY FOR INSTALLATION. INCLUDE ALL FOR DOB BY THE ARCHITECT. NECESSARY SUPPORTS AND HANGERS WHERE REQUIRED. B FILE ALL DOCUMENTS, AS REQUIRED, TO OBTAIN APPROVALS FROM AUTHORITIES HAVING JURISDICTION AND PAY ALL B PRIOR TO STARTING ANY WORK, PURCHASING OF EQUIPMENT, ETC., COORDINATE THE WORK WITH OTHER TRADES. FILING FEES. B ALL FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL ACCORDING TO THEIR LOCATION AND SHALL BE FURNISHED BY CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS INSTALLATION; ARRANGE ALL PARTS OF THIS WORK THIS CONTRACTOR. AND EQUIPMENT CF OTHERS WITH THE BUILDING CONSTRUCTION AND WITH ARCHITECTURAL FINISH SO THAT IT WILL 11. GUARANTEES C. RECESSED FIXTURES IN CEILINGS SHALL BE PROVIDED WITH THE PROPER TRIM AND MOUNTING HARDWARE HARMONIZE IN SERVICE AND APPEARANCE. IN THE EVENT THERE IS A CONFLICT IN COORDINATION BETWEEN TRADES, COMPATIBLE WITH THE CEILING SYSTEM BEING INSTALLED. COORDINATE WITH CEILING SYSTEM MANUFACTURER. THE ARCHITECT/ENGINEER OR OWNER/TENANT REPRESENTATIVE WILL RESOLVE IT. A ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECTS. ALL DEFECTIVE MATERIAL OR WORK SHALL BE C ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BE TESTED AND ADJUSTED TO WORK PROPERLY AND BE REPLACED OR REPAIRED. D. VERIFY ALL RECESS DEPTHS OF FIXTURES AGAINST ALL AC DUCTS, PIPES, BEAMS, ETC., BEFORE ORDERING FIXTURES. LEFT IN PERFECT OPERATING CONDITION. B THE GUARANTEE PERIOD SHALL BE FOR ONE (1) YEAR FROM THE DATE OF ACCEPTANCE, WHICH SHALL BE THE DATE E. ALL LAMPS FOR EACH FIXTURE TYPE SHALL BE SUPPLIED BY THE SAME MANUFACTURER. D WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR ON THE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER OF FINAL PAYMENT OR THE DATE OF FORMAL NOTICE OF ACCEPTANCE, WHICHEVER IS EARLIER. QUANTITY OR HIGHER COST SHALL BE PROVIDED. F. ALL BALLAST FOR EACH FIXTURE TYPE SHALL BE SUPPLIED BY THE SAME MANUFACTURER. 12. WORK INCLUDED E THE CONTRACTOR SHALL PROVIDE ALL ITEMS OF LABOR OR MATERIALS NOT SPECIFICALLY INDICATED, BUT REQUIRED TO G. ALL FINISHES SHALL BE APPROVED BY THE ARCHITECT. COMPLETE THE INTENDED INSTALLATION. A THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: APPLICATION #: 22. WIRING DEVICES F THE WORK UNDER THIS CONTRACT SHALL BE PERFORMED AND COORDINATED SIMULTANEOUSLY WITH WORK OF OTHER 1. TEMPORARY LIGHT AND POWER AS REQUIRED BY ALL TRADES. TRADES SO AS NOT TO DELAY THE OVERALL PROGRESS OF WORK. 2. DISTRIBUTION AND BRANCHCIRCUIT EQUIPMENT. A RECEPTACLES SCAN #: 3. LIGHTING, INCLUDING LIGHTING FIXTURES AND LAMPS, OCCUPANCY SENSORS, WIRING DEVICES, RECEPTACLES G THIS CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL ACCEPTANCE AND SHALL AND FIXTURE SUPPORTS. 1. 120 VOLT CONVENIENCE DUPLEX RECEPTACLE 15-AMPERE, 125 VOLT RATED, PARALLELED BLADE LOAD REVISION # DATE DESC. REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN, WITHOUT ADDITIONAL COSTS TO THE OWNER/TENANT. 4. POWER AND BRANCH CIRCUIT WIRING. CONTACTS AND U-SHAPED GROUNDING CONTACT, TAMPER RESISTANT BY LEVITON #T5325. 5. CONNECTIONS TO MECHANICAL EQUIPMENT INCLUDING ALL REQUIRED DISCONNECT SWITCHES. 6. CUTTING AND ROUGH PATCHING. 2. 120 VOLT CONVENIENCE DUPLEX RECEPTACLE, 20 AMPERE, 125 VOLT RATED, PARALLELED BLADE LOAD 2. APPROVALS AND SUBSTITUTIONS CONTACTS AND U-SHAPE GROUNDING CONTACT TAMPER RESISTANT BY LEVITON #T5825. 13. WORK INCLUDED UNDER OTHER SECTIONS 3. 120 VOLT CONVENIENCE GFCI DUPLEX RECEPTACLE, 20 AMPERE, 125 VOLT RATED, PARALLELED BLADE LOAD A IT IS THE INTENT OF THESE SPECIFICATIONS THAT WHENEVER A MANUFACTURER IS SPECIFIED AND SUBSTITUTIONS ARE CONTACTS AND U-SHAPE GROUNDING CONTACT TAMPER RESISTANT BY LEVITON #GFTR2-5LW PROPOSED, THEY SHALL CONFORM IN ALL ASPECTS TO THE SPECIFIED ITEM. CRITERIA AS DELINEATED FOR EQUIPMENT A THE FOLLOWING WORK WILL BE DONE UNDER OTHER SECTIONS: SHALL BE INTERPRETED AS MINIMUM PERFORMANCE REQUIREMENTS. ALL SUBSTITUTIONS MUST BE APPROVED BY B SWITCHES AND DIMMERS THE ARCHITECT/ENGINEER OR TENANT/OWNER REPRESENTATIVE. 1. FINISH PAINTING AND PATCHING. 2. MASONRY AND CONCRETE FOUNDATIONS FOR EQUIPMENT. 1. PROVIDE SINGLE POLE, 120 VOLT, 15A, DECORA STYLE SWITCHES AND COVER PLATES PER ARCHITECT'S REQUIREMENTS. B SUBSTITUTED EQUIPMENT, WHERE PERMITTED, MUST CONFORM TO SPACE REQUIREMENTS. ANY SUBSTITUTED 3. CONTROL WIRING SWITCHES SHALL BE LUTRON CLARO OR APPROVED EQUAL. PROVIDE SCREWLESS COVER PLATES. EQUIPMENT THAT CANNOT MEET SPACE REQUIREMENTS, WHETHER APPROVED OR NOT, SHALL BE REPLACED AT THE 4. FURNISH AND INSTALL ACCESS DOORS. CONTRACTOR'S EXPENSE. ANY MODIFICATION OR RELATED SYSTEMS OR ADDITIONAL COSTS THAT RESULT FROM 5. INSTALLATION OF DUCT TYPE SMOKE DETECTORS. SUBSTITUTED EQUIPMENT SHALL BE BORNE BY THIS CONTRACTOR. 2• PROVIDE SINGLE POLE, 120 VOLT, DECORA STYLE DIMMERS AND COVER PLATES PER ARCHITECT'S REQUIREMENTS. DIMMERS 14. NOT USED SHALL BE LUTRON MAESTRO SERIES. COORDINATE DIMMER TYPE WITH THE LIGHT SOURCE TYPE BEING CONTROLLED. PRIOR C IT SHALL BE MANDATORY FOR THIS CONTRACTOR TO SUBMIT HIS PROPOSAL PRICE BASED ON SPECIFIED MANUFACTURER TO PURCHASING CONFIRM WITH MANUFACTURER DIMMER COMPATIBILITY WITH THE SPECIFIC LIGHT FIXTURES BEING PROVIDED. OR SUPPLIER OF MATERIALS OR SERVICES. IF THE CONTRACTOR DESIRES TO SUBSTITUTE OTHER THAN SPECIFIED, HE 15. TEMPORARY LIGHT AND POWER PROVIDE SCREWLESS COVER PLATES. SHALL SUBMIT SEPARATE PRICES FOR EACH OF THESE ITEMS FOR ADDITIONS OR DEDUCTIONS TO CONTRACT PROPOSAL PRICE, FOR ACCEPTANCE OR REJECTION AT THE TIME WHEN BIDS ARE DUE. SHOULD THESE SUBSTITUTIONS BE A PROVIDE AND FULLY MAINTAIN ALL FACILITIES FOR TEMPORARY LIGHT AND POWER WITHIN THE CONSTRUCTION AREA 3. PRIOR TO PURCHASING CONFIRM ALL DEVICE COMPATIBILITY AND INTENDED OPERATION WITH LUTRON REPRESENTATIVE. REJECTED, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE SPECIFIED MATERIALS AND SERVICES. DURING THE ENTIRE BUILDING PERIOD. 4. SWITCHES INDICATED ON PLANS FOR THE VARIOUS ROOMS SHALL BE INSTALLED DIRECTLY ADJACENT TO THE ENTRANCE DOOR AS SHOWN ON PLANS. CHECK THE ARCHITECTURAL DRAWINGS FOR THE DOOR SWINGS SO THAT 3. SHOP DRAWINGS AND EQUIPMENT SUBMISSIONS B FOR SAFETY OF PERSONNEL, UTILIZING THE EXISTING ELECTRIC SERVICE IN THE AREA AS ARRANGED WITH THE BUILDING OWNER. ALL SWITCHES SHALL BE LOCATED ON THE LOCK SIDE OF THE OPENINGS. A ONE (1) REPRODUCIBLE, ONE (1) PRINT OF EQUIPMENT LAYOUTS AND FOUR (4) COPIES OF MATERIAL AND CERTIFIED 5. PROVIDE COMMON FACEPLATE FOR DEVICES GANGED TOGETHER AT SAME LOCATION. PERMIT DRAWINGS EQUIPMENT MANUFACTURER'S DATA, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION, ERECTION OR 16. CONDUITS AND FITTINGS PURCHASE. D. PLATES FOR WIRING DEVICES A CONDUITS: ALL POWER WIRING IN CONDUIT UNLESS OTHERWISE INDICATED; MINIMUM SIZE CONDUIT TO BE 1/2". 1. PLATES FOR FLUSH MOUNTED DEVICES SHALL BE AMERELLE ELAN BRUSHED NICKEL CAST, OR AS SELECTED BY ,..... B SUBMIT SHOP DRAWINGS OF THE FOLLOWING: USE EMT IN HUNG CEILING, EXPOSED IN DRY LOCATIONS AND HOLLOW WALL SPACES. JSE FLEXIBLE METALLIC ARCHITECT. 1. CONDUIT AND WIRING SYSTEMS (STATEMENT OF USAGE). CONDUIT IN SHORT LENGTHS TO FIXTURES. USE RIGID GALVANIZED STEEL CONDUIT FOP, 1 . 2. DISCONNECT SWITCHES. FIRE ALARM SYSTEM WIRING AND WHERE REQUIRED BY CODE OR INDICATED ON THE DRAWING. PROVIDE LIQUID 2. SPECIAL PLATES SHALL BE FURNISHED WHERE REQUIRED TO ACCOMMODATE NON-STANDARD MOUNTING CONDITIONS 3. WIRING DEVICES AND OUTLET BOXES. TIGHT, FLEXIBLE CONDUIT FOR CONNECTION TO MOTORS. ALL CONDUIT SHALL BE SUPFORTED BY STANDOFFS, NOT OR ARRANGEMENTS OF DEVICES. AZA Engineering LLC 221 W 37 St 6th FL FROM CEILING SUPPORTS. ALL CONDUITS PASSING THROUGH FIRE RATED WALL SHALL NOT REDUCE THE FIRE RATING. 4. LIGHTING FIXTURES. 3. VERIFY ALL PLATE TYPES WITH ARCHITECT PRIOR TO INSTALLATION. SUBMIT SAMPLES FOR APPROVAL. artemz@azaeng.com UTILIZE FIRE SEALS SUCH AS O.Z. SERIES GRS OR APPROVED EQUAL. (212)517-1364 4. RECORD DRAWINGS B FITTINGS FOR RIGID CONDUIT, SHALL BE COMPRESSION TYPE OR THE THREADED TYPE. FITTINGS FOR EMT SHALL BE 23. ELECTRICAL POWERED EQUIPMENT STEEL CONCRETE TIGHT WITH INSULATED THROATS T&B SERIES 5123 AND 5120 OR APPROVED EQUAL. FITTINGS A REPRODUCIBLE RECORD DRAWINGS SHALL BE SUPPLIED UPON WHICH CORRECTIONS SHALL BE MADE, TO PROVIDE AN FOR FLEXIBLE CONDUIT SHALL BE STEEL, WITH NYLON INSULATED THROATS. BUSHINGS FOR CONDUITS 1 INCH AND A PROVIDE POWER SUPPLY, MOUNT AND WIRE STARTER AND CONTROLS FOR MISCELLANEOUS PACKAGED MECHANICALHE ACCURATE AND COMPLETE RECORD OF THE WORK AS INSTALLED. LARGER SHALL BE OF THE INSULATED TYPE, T&B SERIES 222, OR APPROVED EQUAL. CONDUIT TERMINATIONS, , CON�ULTIKGNOIKEEI3IN6 PLLC EXCEPT CONDUIT FOR SIGNAL AND OTHER LOW TENSION SERVICES, SHALL HAVE DOUBLE LOCKNUTS, T&B SERIES 141, PLUMBING AND TENANT/OWNERS EQUIPMENT. B REPRODUCIBLE DESIGN DRAWINGS SHALL BE OBTAINED FROM THE ENGINEER WITH COST BORNE BY THIS OR APPROVED EQUAL. SET SCREW FITTINGS ARE PROHIBITED. B WIRE SUCH EQUIPMENT IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND MANUFACTURER'S WIRING DIAGRAMS. KCE Consulting Engineering PLLC CONTRACTOR. THESE DRAWING FILES SHALL BE USED AND UPDATED BY THIS CONTRACTOR TO SHOW "AS-BUILT" 325 Gold St, Suite#604, Brooklyn, NY 11221 CONDITIONS. C CONCEAL ALL CONDUITS EXCEPT WHERE NOTED "EXPOSED". C FURNISH AND INSTALL ALL REQUIRED DISCONNECT SWITCHES. IN FINISHED AREAS DISCONNECT SWITCHES TO BE 347.778.5908 NON-AUTO CIRCUIT BREAKERS FLUSH MOUNTED. contactkce@kceengr.com 5. TESTING, ADJUSTMENT AND BALANCING 17. WIRE AND CABLE D PROVIDE 120 VOLT POWER SUPPLIES WHERE NECESSARY. A PROVIDE COMPLETE TESTING OF EQUIPMENT AND SYSTEMS THROUGHOUT IN ACCORDANCE WITH THE CONTRACT A WIRE AND CABLE SHALL BE COPPER, INSULATION TYPES THWN AND THHN FOR CONDUCTORS INSTALLED IN E ALL STARTERS, CONTROL DEVICES, TIME SWITCHES, THERMOSTATS, ETC., WILL BE FURNISHED BY MECHANICAL DRY LOCATIONS. TYPE "THW" INSTALLED IN DAMP OR WET LOCATIONS. COMPACT ALUMINUMCONTRACTOR. INSTALL AND WIRE SAME UNDER THIS SECTION. CONDUCTORS ARE PERMITTED DOCUMENTS AND CODE. FOR FEEDER CONDUCTORS AS INDICATED ON CONTRACT DRAWINGS. 24. SAFETY SWITCHES 1245 Old Wood Path B THE FOLLOWING SYSTEMS ARE TO BE TESTED, INSPECTED AND CERTIFIED. PROVIDE THREE (3) COPIES OF CERTIFIED B CONDUCTOR SIZE SHALL BE NOT LESS THAN #12 AWG FOR POWER AND LIGHTING WORK; NOT LESS THAN #14 AWG Southold, NY 11971 TEST REPORTS TO THE ARCHITECT/ENGINEER. FOR CONTROL CIRCUITS; NOT LESS THAN #16 AWG FOR SIGNAL CIRCUITS. A SAFETY SWITCHES SHALL BE HORSEPOWER RATED, HEAVY DUTY TYPE, WITH QUICK MAKE, QUICK BREAK MECHANISM www.redesignarchitects.com 1. WIRE AND CABLE (600 VOLTS AND BELOW) MOUNTED IN NEMA 1 ENCLOSURE AND COVER. INTERLOCK HANDLE SHALL BE CAPABLE OF BEING PADLOCKED IN "OFF" 917.670.4704 2. LIGHTING SYSTEMS C FACTORY COLOR CODING USING THE SAME CODING THROUGHOUT FOR CABLES SHALL EE AS FOLLOWS: 120/208 VOLTS 3. GROUNDING - BLACK, RED, BLUE AND WHITE; WHITE CONDUCTOR SHALL SERVE AS NEUTRAL CONEUCTOR. GREEN CONDUCTOR SHALL POSITION. SWITCH SHALL BE FUSED OR UNFUSED, AS INDICATED. BE USED WHERE GROUND WIRE IS SPECIFIED. B SWITCH SHALL BE GENERAL ELECTRIC TYPE "TH", SQUARE "D" CO., WESTINGHOUSE, SIEMENS OR APPROVED EQUAL. l 6. VERIFYING EXISTING CONDITIONS D ARMORED STEEL CABLE, TYPE AC (BX) MAY BE USED IN ALL LOCATIONS WHERE ALLONED BY GOVERNING AUTHORITIES A THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH FOR BRANCH CIRCUITING. 25 RESIDENTIAL LOAD CENTER: DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROVIDE 120/208 VOLT, 1-PHASE, 3 WIRE LOAD CENTER PANELBOARD AS INDICATED ON CONTRACT DRAWINGS. PERFORM PROPOSAL. 18. OUTLET BOXES THE FOLLOWING WORK: ............_..... ..... B THE CONTRACTOR SHALL VISIT PREMISES TO DETERMINE ACCESS OF MATERIAL AND EQUIPMENT TO THE FINAL GALVANIZED STEEL AND OF STANDARD SIZES SUITABLE FOR THE USE INTENDED AND A CIRCUIT BREAKERS SHALL BE PROVIDED TO FIT NEW LOAD CENTER AND SHALL BE THERMAL MAGNETIC TRIP, WITH i F , INSTALLED LOCATION PRIOR TO SUBMITTING HIS BID. FRAME SIZE, POLES, TRIP RATING, AND MINIMUM R.M.S. INTERRUPTING RATING AS INDICATED AND SCHEDULED. IN CONFORMING TO THE FOLLOWING: GENERAL, CIRCUIT BREAKERS SHALL HAVE A MINIMUM OF 10,000 AMPERES SYMMETRICAL INTERRUPTING CAPACITY. C NO ALLOWANCES WILL BE MADE FOR FAILURE TO COMPLY WITH THESE REQUIREMENTS AND A BID PROPOSAL SHALL .............. BE CONSTRUED A5 EVIDENCE HE HAS DONE SO. A OUTLET IN DRYWALL PARTITIONS OR SURFACE MOUNTED FOR SWITCHES, RECEPTACLES, LOW VOLTAGE EQUIPMENT, ETC., TO BE 4" SQUARE. DEPTH OF BOXES SHALL BE AS REQUIRED BY CODE, TO ACCOMMODATE THE CONDUITS, B COORDINATE CIRCUIT BREAKER CABLE TERMINATION WITH THE FEEDER SIZE. D RETAIN ALL EXISTING ELECTRICAL WORK OUTSIDE THE PROJECT AREA UNLESS OTHERWISE NOTED. NUMBER OF WIRES, SPLICES AND DEVICES TO BE INSTALLED. W " C PROVIDE NEW IDENTIFICATION NAMEPLATES, LAMINATED BLACK AND WHITE PHENOLIC LABELS WITH ENGRAVED LETTERS E MAINTAIN SERVICE CONTINUITY TO ALL AREAS NOT BEING RENOVATED. REPLACE AND OFFSET INTO NEW WALLS AND B JUNCTION BOXES TO BE 4 X 4 X 2 DEEP WITH FLAT METAL COVERS UNLESS OTHERWISE NOTED OR REQUIRED BY SCREWED ABOVE THE DIRECTORY OF PANELBOARDS. NAMEPLATE SHALL STATE PANELBOARD DESIGNATION, VOLTAGE tj CONDUIT AND CIRCUITS AFFECTED BY RENOVATION. CODE. AND PHASE CHARACTERISTICS. C JUNCTION BOXES ABOVE SUSPENDED CEILING FOR LIGHTING SHALL BE 4-11/16 X 4-11/16" X D PROVIDE NEW TYPED DIRECTORIES UNDER GLASSINE OR PANELBOARD DOORS WHICH SHALL IDENTIFY PANELBOARD 7. Rf-MOVALS AND ALTERATIONS 2" DEEP, TO BE INSTALLED ADJACENT TO RECESSED FIXTURE IN SUCH MANNER AS TO BE ACCESSIBLE THROUGH DESIGNATION, BRANCH CIRCUIT NUMBERS, TRIP SIZE AND EQUIPMENT SERVED. N A THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE, ADJUST, ADAPT AND MODIFY EXISTING EQUIPMENT AND/OR THE OPENING IN THE CEILING IN WHICH THE FIXTURE IS INSTALLED. E LOAD CENTERS SHALL BE BY SQUARE D OR APPROVED EQUAL. KEY PLAN O SYSTEMS AS REQUIRED BY THE DRAWINGS OR SPECIFICATION, AND AS MAY BE REQUIRED FOR THE COMPLETION OF 19. TAPS, SPLICES AND TERMINATIONS WORK IN THIS CCNTRACT. A ALL COPPER CONDUCTOR #10 AWG AND SMALLER SHALL BE SPLICED WITH THOMAS AND BETTS STA-KON 26. SMOKE / CARBON MONOXIDE ALARMS OF NEi, B ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE. CONNECTORS, SERIES PT-1 OR APPROVED EQUAL. ALL COPPER CONDUCTORS #8 AWG AND LARGER SHALL BE AI y zOLp TERMINATED, SPLICED AND TAPPED WITH T&B COLOR-KEYED COMPRESSION CONNECTORS SERIES 5400 OR T o 8. ACCESS DOORS IN FINISHED CONSTRUCTION APPROVED EQUAL. FOR SPLICES THE BURNDY TYPE KPU-C CONNECTOR OR APPROVED EQUAL. A. PROVIDE COMBINATION SMOKE CARBON MONOXIDE ALARM DEVICES INSIDE ALL SLEEPING AREAS. PROVIDE COMBINATION SMOKE / CARBON MONOXIDE ALARM DEVICES OUTSIDE OF ALL SLEEPING AREAS, WITH 15 FEET * G A THIS CONTRACTOR SHALL PREPARE A LIST OF ALL ACCESS DOORS REQUIRED FOR OPERATION AND MAINTENANCE B CONNECTORS FOR LIGHTING FIXTURES FROM BRANCH CIRCUIT WIRING SHALL BE MADE WITH TWIST-ON TYPE OF ENTRANCE DOOR. AT LEAST ONE SMOKE ALARM SHALL BE LOCATED ON EACH FLOOR. OF ALL CONCEALED EQUIPMENT, WHICH SHALL BE SUPPLIED TO THE GENERAL CONTRACTOR WHO SHALL FURNISH CONNECTORS, T&B SERIES PT-1, OR APPROVED EQUAL OF 3M OR IDEAL MANUFACTURERS. B. SMOKE/CO ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72 AND MANUFACTURER'S INSTRUCTIONS. ��, to AND INSTALL SAME. ACCESS DOORS SHALL BE OF AMPLE SIZE AND MINIMUM OF 18 X 18,�. Fo 087213 � B. THIS CONTRACTOR, IN ADVANCE OF CEILING INSTALLATION, SHALL SUITABLY FIELD TAG AND IDENTIFY ALL C AFTER SPLICES ARE MECHANICALLY SECURE, PROVIDE PLASTIC ELECTRICAL TAPE TO INSULATE SPLICE TO EQUAL THE C. SMOKE/CO ALARM SHALL BE LOCATED AS FOLLOWS: DOB STAMP ARD�ESSICNP�� CONCEALED EQUIPMENT WHICH REQUIRE ACCESS DOOR PROVISIONS. ORIGINAL INSULATION RATING OF THE WIRES, OR UTILIZE T&B HEAT SHRINKABLE INSULATORS, SERIES H.S. IF THE 1. DEVICES SHALL NOT BE CLOSER THAN 4-INCHES FROM A WALL PART1TlON. TYPE OF CONNECTOR INSTALLED PROVIDES EQUIVALENT INSULATION, TAPING MAY BE OMITTED. 2. SMOKE/CO ALARMS SHALL BE LOCATED NOT CLOSER THAN 3-FEET FROM BATHROOM DOORS AND NOT CLOSER THAN 9. IDENTIFICATION OF EQUIPMENT AND CONTROLS 20. GROUNDING 3-FEET FROM HVAC SUPPLY DIFFUSER OR CEILING FAN BLADES. A PROVIDE FIXED IDENTIFICATION OF ALL DISTRIBUTION EQUIPMENT (NAMEPLATES) AND CONDUCTORS. 3. SMOKE/CO ALARMS SHALL BE LOCATED NOT CLOSER THAN 5-FEET FROM ANY FUEL BURNING APPLIANCES. LEVY RESIDENCE A WHEREVER FLEXIBLE CONDUIT IS USED FOR PART OF A CONDUIT RUN, EXCEPT LIGHTING BRANCH CIRCUITS, A 4. SMOKE/CO ALARMS SHALL BE LOCATED NOT CLOSER THAN 1-FOOT FROM FLUORESCENT LIGHTS. 405 SOUNDVIEW AVE B UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK BAKELITE PLATES WITH WHITE ENGRAVED UPPER CASE GROUNDING CONDUCTOR SHALL BE PROVIDED IN THE CONDUIT AND CONNECTED TO GROUNDING BUSHINGS AT EACH MATTITUCK, NY 11952 LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGE. END OF THE RUN. D. MAXIMUM WIRE RUN DISTANCE BETWEEN THE FIRST AND LAST UNIT SHALL NOT EXCEED 1000 FEET. C ALL NAMEPLATES MUST BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. B GROUND MOTORS BY CONNECTING A CONDUCTOR FROM A GROUNDING BUSSING IN THE STARTER TO THE MOTOR FRAME. E. SMOKE/CO ALARMS SHALL BE PHOTOELECTRIC TYPE. ELECTRICAL SPECIFICATIONS THE USE OF DYNO TYPE OR THE LIKE IS UNACCEPTABLE. CONDUCTOR SHALL BE INSTALLED IN THE CONDUIT WITH THE CIRCUIT CONDUCTORS. F. SMOKE/CO ALARMS SHALL BE 120V POWERED, HARD WIRED TO A DEDICATED CIRCUIT WITH INTEGRAL BATTERIES. MULTIPLE SMOKE ALARMS WITHIN THE SAME RESIDENTIAL UNIT SHALL BE INTERCONNECTED. 18 OCTOBER 2023 G. SMOKE / CO ALARMS SHALL BE BY FIRST ALERT SC9120B OR KIDDE KN-COSM-IBA �- SPACE RESERVED FOR DOB LIVING ROOM 100 F� APPLICATION #: SCAN #: REVISION # DATE DESC. :. << �w B ' /BATHRCOM MASTER BATH 101 102 O CL /\ A38 — 104— - - - WP >., GFI A5 IJ PANTRY 108 FOYER/HALLWAY CL EBH A20 109 CL 06 A36 ' 3 A38 J 6 DINING ROOM MASTER BEDROOM 111 " ROLL DOWN 103 PERMIT DRAWINGS WP SHADES GFI 5 5 ®A5 �----� o o A38 A5 A 6 ...., A36 .,.: LOUNGE A38 . r.$ " / \ GUEST BEDROOM CL AZA Engineering LLC � 112 KITCHEN 107 52 110 221 W 37 St 6th FL artemz@azaeng.com A36 .`�`� (212) 517-1364 ,,r f r` -1 > HE C 5 AC— —2 M Al M P A32/A34 Al A32JA34 NOTES: CONSULTING ENGIN EEB1�NG PLLC KCE Consulting Engineering PLLC ® Al 325 Gold St, Suite#604, Brooklyn, NY 11221 �.. Al ®A3 A3 1 NEW ELECTRICAL PANELBOARD. REFER TO DRAWING 347.778.5908 US A3 O contactkce kceen r.com Al 4 GFI E-500.00 FOR MORE INFORMATION. @ g T QA35 OA35 O EACH TOILET EXHAUST FAN TO BE CONNECTED WITH THE SKY LIGHT SKY LIGHT USB S'(5 , 2P ASSOCIATED BATHROOM LIGHTING AND CONTROLED BY THE SITTING ROOM LIGHT SWITCH. DO NOT FEED TOILET EXHAUST FAN FROM 113 A DIMMERS. 1245 Old Wood Path EBH A22 OMUit15 A6/A8 3O REFER TO THE HVAC DRAWINGS FOR ELECTRICAL Southold, NY 11971 A3115 BASEBOARD RADITOR SPECIFICATIONS. COORDINATE A7 A7 \ Al Al I INSTALLATION WITH HVAC CONTRACTOR. 917.67 .4signarchitects.com WP ' ,� A3 60AS, 2P GFI ;_`:" _ .`` ..d WP 917.670.4704 - -- O P M ROVIDE BUILT IN CHARGING STATION, REFER TO \ LAUNDRY WASHER COAT CL DRYER ARCHITECT'S SPECIFICATIONS. pq ACC 2 A18 A18 Al4/A16 114 Al A3 A10 Al2 5O PROVIDE OUTLET UNDER EAVES. REFER TO ARCHITECTURAL A7 DRAWINGS FOR EXACT LOCATION. Z. I ..:� . . CATION. T 2N FL OR TAI S A11 , LP-3 6 PROVIDE POWER AND CONTROL WIRING FOR THE NEW ROLL All DOWN SHADES. REFER TO ARCHITECTURAL SPECIFICATIONS CP1 FOR THE ROLL DOWN SHADE MANUFACTURER INFORMATION. �. 30AS GFI A2 tq ` All EBH A24 qg A11 \` �WP . : 5 \ O POWDER Ilk` GFI GFI f A5 117 60AS —q FUTURE CAR CIRCUIT DESIGNATION LEGEND: 711 GFI CHARGER A9 A DENOTES CIRCUIT IN PANELBOARD LP-3. A5 ° FI A40 A42 M # — # / GARAGE - 116 GARAGE DOOR 6A5 A26 CL 78 N KEY PLAN O IR OF NEw y FOYER ZOLpT 118 5� '. OD AC-1-3 GARAGE OOR\® A32/A34 M A28 ��oA 08721'3 DOB STAMP ROFESS100P' All GFI 5 P u LEVY RESIDENCE A11 FI 405 SOUNDVIEW AVE All GFI MATTITUCK, NY 11952 1 ELECTRICAL POWER PLAN - LEVEL 1 ELECTRICAL POWER PLAN LEVEL 1 E-201 Scale: 1/411 - 1 '-011 18 OCTOBER 2023 SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. 3 2 1 PERMIT DRAWINGS .. .. . I a AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212) 517-1364 c E CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com FLAT ROOF NOTES: 1O PROVIDE ELECTRIC FLOOR HEATING MAT AS MANUFACTURED u BY WHEAT OF CUSTOM DIMENSIONS TO COVER ENTIRE BATHROOM FLOOR. COORDINATE EXACT DIMENSIONS IN FIELD 1245 Old Wood Path WITH ARCHITECT. PROVIDE MAT WITH A 7—DAY Southold, NY 11971 PROGRAMMABLE THERMOSTAT MODEL 'SIGNATURE'. www.redesignarchitects.com 2O EACH TOILET EXHAUST FAN TO BE CONNECTED WITH THE 917.670.4704 ASSOCIATED BATHROOM LIGHTING AND CONTROLED BY THE LIGHT SWITCH. DO NOT FEED TOILET EXHAUST FAN FROM DIMMERS. 3 REFER TO THE HVAC DRAWINGS FOR ELECTRICAL , .. r... ...�. .. ......,4....u, ....,,... ....,.,.,,,.. ...: ORDINATE BASEBOARD RADITOR SPECIFICATIONS. CO 5 T A25 A� o INSTALLATION WITH HVAC CONTRACTOR. _.__......... A25 USE WID I; 2NI Y F O PROVIDE A CURRENT SENSING RELAY AT THE EXHAUST - - GFI { LL--Ld 203 , A HOOD SUCH THAT UPON ACTIVATION OF THE EXHAUST FAN DW THE EXHAUST MOTORIZED DAMPER SHALL OPEN. ®A25 ® 1� , ................ r A25 COORDINATE INSTALLATION WITH HVAC CONTRACTOR. EBH AC 'I A30 3 2ND FL LIVING RM GFI MD 5O PROVIDE OUTLET UNDER EAVES. REFER TO ARCHITECTURAL �� I i 201 - - A21 DRAWINGS FOR EXACT LOCATION. w R A37 Al O 6> PROVIDE POWER AND CONTROL WIRING FOR THE NEW ROLL O A32/A34 HOOD O REF DOWN SHADES. REFER TO ARCHITECTURAL SPECIFICATIONS ROLL AC-2P-1 A21 A21 FOR THE ROLL DOWN SHADE MANUFACTURER INFORMATION WP N A GFI A25 TV A25 M A25 , ND FLOOR C - 0 0 PROVIDE ADDITIONAL A T C-2-2 — OUTLET IN VANITY TWIJ A 11 � GFA37 A29 M2P A32/A34 2ND FL CL 1/A33 G I pF NE tv t ROLL 60WN O 2os � �Q�C ZOLOp,9�O,P� GF CIRCUIT DESIGNATION LEGEND: �- ' SHADES — � A27 2ND FL B * Q L A2 204 A# — DENOTES CIRCUIT # IN PANELBOARD LP-3. EBH 3 A27 �. . : : g 2ND FL OFFICE I Z� ® zoo A27 A 3 2 cP�O 087213 A29 T. ' o DOB STAMP AROFESSIDNP� M � A27 A27 TX—A USB USB mmi LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 1 ELECTRICAL POWER PLAN - LEVEL 2 ELECTRICAL POWER PLAN -202 Scale: 1/4" = 1 '-0" LEVEL 2 18 OCTOBER 2023 _ r A SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. LIGHT FIXTURE SCHEDULE FOR INFORMATION ONLY, REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINAL LIGHT FIXTURE SELECTIONS. EXTENDING EXISTING LIGHTING CIRCUIT TO POWER NEW LIGHTING IN THIS L-1 NOT USED L4 I AREA F - GARAGE SURFACE MOUNTED LED FIXTURE 9 INCH 18W LED L 2 FLUSH MOUNT CEILIN LI T I G GH FIXTURE WHITE L_3 FOYER LIGHT: ETSY 50" HAMMERED PENDANT LIGHT BRASS-UNIQUE HANDMADE CHANDELIER LIGHT BRASS r fi. f I _ `��: " �" RECESSED LED LIGHT SUNCO LIGHTING 6 INCH ULTRA THIN LED RECESSED CEILING LIGHT, 3000K WARM WHITE, DIMMABLE 14W=100W, L4 L4 L4 I SMOOTH TRIM DAMP RATED, CANLESS WAFER THIN WITH JUNCTION INSTALL (2) BOX-ENERGY STAR; 6 PACK NEW WALL SCONCES A35 I L4 REVIEW WITH OWNER L-5 UNDERCABINET LIGHTING PERMIT DRAWINGS L9 PRIOR TO INSTALLATION INSTALL NEW USB OUTLETS BELOW L-6 LEVEL 2 BATHROOM SCONCE A —L4 I PL4 L-7 CEILING VENT-PANASONIC FV-15VQ5 White WhisperCeiling 150 CFM 0.3 `. ::. A35 I Sone Ceiling Mounted Energy Star Rated Bath Fan;VENT TO EXTERIOR; F J PROVIDE SEPERATE SWITCH FOR ITEM AZA Engineering LLC o I 221 W 37 St 6th FL { L-8 POWDER ROOM LIGHT: WORLEY 'S LIGHTING WREN ADA SCONCE artemz@azaeng.com L4 L4 ;' I WALNUT WOOD WITH BRUSED SILVER NICKEL (212) 517-1364 L4 L-9 SECURITY LIGHT 17 A35 A35 !F` fi C L-10 LED UNDER CABINET I L GHTING HARDW RED IR BY WAC LIGHTIN G '-' CONSULTING ENGINEERING PLLC L-11 EXTERIOR WALL SCONCES ALUM ILUX LINE LINEAR 120V OUTDOOR KCE Consulting Engineering PLLC ' ` ''``'` WALL SCONCE BY ET2 BLACK 24" TALL 325 Gold St, Suite#604, Brooklyn, NY 11221 ---L4 347.778.5908 contactkce@kceengr.com 11 ` A35kkk ALL LIGHTING TO BE OWNER SUPPLIED AND INSTALLED BY THIS CONTRACTOR A3 REVIEW ALL NEW LIGHTING LOCATIONS WITH OWNER PRIOR TO INSTALLATION 2 \\ 1 1245 Old Wood Path 1 Southold, NY 11971 www.redesignarchitects.com A35 4 917.670,4704 A35 A35 L4 A35 L A35 A35 ' '. L4 _ _ L10 A35 _ _ _ NOTES: A35 A35 A35 1 COORDINATE ALL JAMB SWITCH TYPE AND INSTALLATION L9 4 A35 REQUIRMENTS WITH CLOSET DOOR HARDWARE. A35 L4 L4 L 2O PROVIDE PHOTO SENSOR FOR EXTERIOR LIGHTING. A35 .. . A35 L L4 L4.\ A35 AN A CIRCUIT DESIGNATION LEGEND: <�35 ` A35 A# - DENOTES CIRCUIT # IN PANELBOARD LP-3. f L8 A35 L2 A35 ' L4 A35 ON L4 A35 KEY PL14H . g A35 OF NEi,yr A35 A35 �P����zoLoo.�,� L2 * �� 0 4 n A35 : Y LADOB STAMP BOA 087213 R�FESSIONP �. L11OWN \ R A3 _ ... ... ., . .. - \ \ LEVY RESIDENCE All \ 405 SOUNDVIEW AVE L11 35 A35 Y11 MATTITUCK, NY 11952 1 ELECTRICAL POWER PLAN - LEVEL 1 ELECTRICAL LIGHTING E-301 Scale: 1/4" = 1 '-0" PLAN LEVEL 1 18 OCTOBER 2023 tm 4r moo SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. LIGHT FIXTURE SCHEDULE FOR INFORMATION ONLY, REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINAL LIGHT FIXTURE SELECTIONS. L-1 NOT USED L-2 GARAGE SURFACE MOUNTED LED FIXTURE 9 INCH 18W LED FLUSH MOUNT CEILING LIGHT FIXTURE WHITE L-3 FOYER LIGHT: ETSY 50" HAMMERED PENDANT LIGHT BRASS-UNIQUE HANDMADE CHANDELIER LIGHT BRASS 3 2 1 L-4 RECESSED LED LIGHT SUNCO LIGHTING 6 INCH ULTRA THIN LED RECESSED CEILING LIGHT, 3000K WARM WHITE, DIMMABLE 14W=100W, SMOOTH TRIM DAMP RATED, CANLESS WAFER THIN WITH JUNCTION BOX- ENERGY STAR; 6 PACK L-5 UNDERCABINET LIGHTING PERMIT DRAWINGS L-6 LEVEL 2 BATHROOM SCONCE L-7 CEILING VENT-PANASONIC FV-15VQ5 White WhisperCeiling 150 CFM 0.3 \ Sone Ceiling Mounted Energy Star Rated Bath Fan; VENT TO EXTERIOR,- PROVIDE SEPERATE SWITCH FOR ITEM AZA Engineering LLC L-8 POWDER ROOM LIGHT: WORLEY 'S LIGHTING WREN ADA SCONCE 221 W 37 St 6th FL WALNUT WOOD WITH BRUSED SILVER NICKEL artemz@azaeng.com (212)517-1364 L-9 SECURITY LIGHT HEL-10 LED UNDER CABINET LIGHTING, HARDWIRED BY WAC LIGHTING r CONSULTING-ENGINEERING PLLC l' L-11 EXTERIOR WALL SCONCES ALUMILUX LINE LINEAR 120V OUTDOOR KCE Consulting Engineering PLLC WALL SCONCE BY ET2 BLACK 24" TALL 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 ALL LIGHTING TO BE OWNER SUPPLIED AND INSTALLED BY THIS CONTRACTOR contactkce@kceengr.com REVIEW ALL NEW LIGHTING LOCATIONS WITH OWNER PRIOR TO INSTALLATION 1245 Old Wood Path Southold, NY 11971 www.redesignarchitects.com 917.670.4704 I NOTES: COORDINATE ALL JAMB SWITCH TYPE AND INSTALLATION REQUIRMENTS WITH CLOSET DOOR HARDWARE. µ A37 - A37 L5 UNDERCABINET 2O PROVIDE PHOTO SENSOR FOR EXTERIOR LIGHTING. L12 A37 LIGHTING A37 A37 A37 J L4 L4 L4 Lj -' t' •` CIRCUIT DESIGNATION LEGEND: ��;. � � 1A A37 A# - DENOTES CIRCUIT # IN PANELBOARD LP-3. A37 A37 A37 A37 L12 L4 L4 L4 L� — - ON KEY PLAN A37 L11 W37..; L6 A37 A37 OF NEB, A37 A37 L4 L4 �P� zoLor�y0,p� A37 * �G L12 L4 L4 A37 r- 0 L4 u, A37 A37 087213 A37 DOB STAMP A�OFESSIONP�� L4 L4 A37 L4 L4 LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 1 ELECTRICAL LIGHTING PLAN - LEVEL 2 ELECTRICAL LIGHTING -302 Scale: 1/4" = 1 1-0" PLAN LEVEL 2 18 OCTOBER 2023 3 02" ■ SPACE RESERVED FOR DOB NEW LP-3 PANELBOARD SCHEDULE 120/208V, 1 PHASE, 3 WIRE MAIN LUGS ONLY X 10 KAIC SYM AMP BUS 125 AMP MAIN CB N/A CKT EQUIPMENT TRIP KVA KVA TRIP EQUIPMENT CKT No. NAME (AMP) A B A B (AMP) NAME No. 1 REC: SITTING ROOM 20 AFCI 1.80 2.75 30 O WATER HEATER 2 2 APPLICATION #: ADD ALTERNATE SCOPE 3 REC: SITTING ROOM / MUD ROOM 20 AFCI 1.80 2.75 2#10AWG + 1#10AWG GND 4 SCAN #: 5 REC: FOYER 20 AFCI 1.44 3.00 ACCU-1 6 7 REC: FOYER 20 AFCI 1.44 40 3.00 2#8AWG + 1#10AWG GND 8 ROOF JB REVISION # DATE DESC. 9 REC: POWDER RM 20 1.50 3.00 40 ACCU-2 10 11 REC: GARAGE 20 1.80 3.00 2#8AWG + 1#10AWG GND 12 13 REC: 2ND FLOOR KITCHEN COUNTER 20 1.50 2.50 DRYER 14 15 REC: 2ND FLOOR KITCHEN COUNTER 20 1.50 2.50 30 2#10AWG + 1#10AWG GND 16 4#12AWG+GND 17 REC: 2ND FLOOR DISHWASHER 20 GFI 1.50 1.50 20 LAUNDRY WASHER 18 19 REC: 2ND FLOOR RANGE 20 1 1.50 1.47 20 AFCI RADIATOR - 1ST FLOOR 20 2ND FLOOR 21 REC: 2ND FLOOR FRIDGE / HOOD 20 1.20 1.47 20 AFCI RADIATOR - 1ST FLOOR 22 23 REC: 2ND FLOOR BATHROOM 20 1.50 1 1.47 20 AFCIj RADIATOR - 1ST FLOOR 24 EXISTING INCOMING 25 REC: 2ND FLOOR LIVING RM 20 AFCI 1.26 0.70 20 GARAGE DOOR OPENER 26 SERVICE LP-3 240/12OV, 1 PH, 3W 27 REC: 2ND FLOOR OFFICE 20 AFCI 1.26 0.70 20 GARAGE DOOR OPENER 28 125A ( �� G�j EX 29 REC: 2ND FLOOR OFFICE 20 AFCI 1.26 1.47 20 AFCI RADIATORS - 2ND FLOOR 30 1ST FLOOR � = EX 31 0.30 0.38 32 RADIANT FLOOR- 2ND FLOOR BATH 20 15 AIR HANDLERS SPL 33 rO.30 0.38 1 34 60A 35 LIGHTING 1ST FLOOR 20 AFCI 0.80 1.26 20 AFCI REC: 1ST FLOOR M BEDROOM 36 37 LIGHTING 2ND FLOOR 20 AFCI 0.80 1.26 20 AFCI REC: 1ST FLOOR GUEST & HALL 38 - 39 SPACE 3.60 40 CAR CHARGER 40 I LP-2 LP-1 � N - 41 SPACE 3.60 3#8AWG + 1#10AWG GND 42 100A 200A E� - - 3#3AWG+GND I - J I _ J � -� PERMIT DRAWINGS PHASE A SUB-TOTAL 34.2 KVA EX EX EX PHASE BSUB-TOTAL 32 0 KVA ) 125A Q. R TOTAL CONN. LOAD 66.2 KVA BASEMENT ` ` "_ ; '°= i; - i . AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com NOTES: (212)517-1364 1 . PRIOR TO COMMENCEMENT OF ANY ELECTRICAL WORK THE CONTRACTOR SHALL VERIFY ALL INFORMATION ON THIS DRAWING WITH EXISTING CONDITIONS AND REPORT TO THE ENGINEER ANY DISCREPANCIES AND ANY . -- KCE MISSING INFORMATION PER THE NOTES BELOW CONSULTING EN6INEERIN6 PLLC OPROVIDE 40OW SOLAR PANELS BY SUNPOWER WITH IQ8+ ENPHASE MICRO INVERTERS. PROVIDE ADD KCE Consulting Engineering PLLC ALTERNATE PRICING FOR SOLAR POWER SCOPE OF WORK. 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778,5908 contactkce@kceengr.com ELECTRICAL SINGLE LINE DIAGRAM , . 1245 Old Wood Path Southold, NY 11971 www.redesignarchitects.com 917.670.4704 i <� ct r, ON KEY PLAN OF NEWS' �P M ZOLOT O CO * Q G r go n 2 DOB STAMP �OAROFE72A'S �'�� LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 ELECTRICAL RISER DIAGRAM AND SCHEDULES 18 OCTOBER 2023 EMOU01111111U00m, ANSI/UL1479(ASTM E814) CAN/ULC S115 o SPACE RESERVED �SSIF� cpDolus C F Ratings—1 and 2 Hr(See Items 1 and 3) F Ratings—1 and 2 Hr(See Items 1 and 3) FOR DOB Classified by Underwriters Laboratories,Inc. T Rating—0 Hr FT Rating—0 Hr to UL 1479 and CAN/ULC-S115 L Rating at Ambient—Less Than 1 CFM/sq ft FH Ratings—1 and 2 Hr(See Items 1 and 3) L Rating at 400 F—Less Than 1 CFM/sq ft FTH Rating—0 Hr FTH Rating—0 Hr SECURE THREADED ROD WITH SEE DETAIL 3ELOW APPROPRIATE DOUBLE SHIELDED L Rating at Ambient—Less Than 1 CFM/sq ft L EXPANSION BOLTS. Rating at 400 F—Less Than 1 CFM/sq ft System No. W-L-1054 1A 1/2- THREADED GALV. A 3 STEEL RODS SQ. 12 GA. MIN GALV. STEEL CHANNEL APPLICATION #: SCAN #: SINGLE BOLT CHANNEL 36" MAX REVISION # DATE DESC. CONDUIT STRAPS 2 16 A NOTES: 1. CONTRACTOR MAY USE A CONDUIT SUSPENSION SYSTEM EQUIVALENT TO THAT WHICH IS DETAILED, HAVING THE FEATURES SHOWN AND SECTION A-A APPROVED IN ADVANCE BY THE ENGINEER. 1. WALL ASSEMBLY —THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES 2. CONDUIT SUSPENSION SYSTEM SHALL BE INDEPENDENT OF ANY WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: OTHER SUSPENSION SYSTEM A. STUDS —WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. WHEN STEEL STUDS ARE USED AND THE DIAM OF OPENING EXCEEDS THE WIDTH OF STUD CAVITY, THE OPENING SHALL BE FRAMED ON ALL SIDES USING LENGTHS OF 3. SHOP DRAWINGS DETAILING. THE INSTALLATION AND LAYOUT OF STEEL STUD INSTALLED BETWEEN THE VERTICAL STUDS AND SCREW-ATTACHED TO THE STEEL STUDS AT EACH END. THE FRAMED OPENING IN THE WALL SHALL BE 4 TO 6 IN. WIDER AND 4 TO 6 IN. HIGHER CONDUIT SUPPORTING SYSTEM SHALL BE SUBMITTED TO THE THAN THE DIAM OF THE PENETRATING ITEM SUCH THAT, WHEN THE PENETRATING ITEM IS INSTALLED IN THE OPENING, A 2 TO 3 IN. CLEARANCE IS PRESENT BETWEEN THE PENETRATING ITEM AND THE ENGINEER FOR APPROVAL PRIOR TO START OF WORK. FRAMING ON ALL FOUR SIDES. B. GYPSUM BOARD* —5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 32-1/4 IN. FOR STEEL STUD WALLS. MAX DIAM OF OPENING IS 14-1/2 IN. FOR WOOD STUD WALLS. THE F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. 2. THROUGH-PENETRANTS —ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE SHALL BE MIN 0 IN. TO MAX 2•-1/4 IN. PIPE MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PIPE, CONDUIT OR TUBING MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45 DEGREES FROM PERPENDICULAR. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE —NOM 30 IN DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE —NOM 30 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT —NOM 4 IN DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR 6 IN. DIAM STEEL CONDUIT. D. COPPER TUBING —NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE —NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. PERMIT DRAWINGS 3. FILL, VOID OR CAVITY MATERIAL* —SEALANT —MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PIPE AND WALL, A MIN 1/2 IN. DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE WALL INTERFACE ON BOTH SURFACES OF WALL. HIL11 CONSTRUCTION CHEMICALS, DIV OF HILTI INC —FS—ONE SEALANT BEARING THE UL CLASSIFICATION MARK AZA Engineering ILLC ..� Reproduced by HILTI, Inc.Courtesy of 221 W 37 St 6th FL artemz@azaeng.com Underwriters Laboratories, Inc. November 26,2012 (212)517-1364 Hilti Firestop Systems HE PENETRATION THRU RATED INTERIOR WALL CONDUIT HANGER DETAIL J CONSOLTING ENGINEERING PUC 1 2 KCE Consulting Engineering PLLC N.T.S. N.T.S. 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com PANEL ADJACENT TO PANEL REMOTE LOCATION AT MOTOR 'I' 1245 Old Wood Path Southold, NY 11971 1 �\ M www.redesignarchitects.com 917.670.4704 M i M 3 — x M 4 M KEY PLAN N 5 — 79 CO * Z M r g � n 02 DOB STAMP 10 87213 NP��� M ESS1 NOTES: LEVY RESIDENCE 1. WHERE, DISCONNECT SWITCHES ARE ADJACENT TO STARTERS, COMBINATION STARTERS MAY BE USED. 405 SOUNDVIEW AVE �'. AN MCC IS EQUIVALENT TO A STARTER ADJACENT TO A PANEL (EXAMPLE 1). MATTITUCK, NY 11952 REQUIREMENT FOR FUSED AND UNFUSED DISCONNECT ELECTRICAL DETAILS 3 SWITCHES FOR MOTORS AND MOTOR CONTROLLERS N.T.S. 18 OCTOBER 2023 E-700.0 SPACE RESERVED FOR DOB 405 SOUNDVIEW AVE MATTITUCK, NY 11952 HOUSE ALTERATION PLUMBING DRAWING LIST ABBREVIATIONS PLUMBING SYMBOLS APPLICATION #: A.D. AREA DRAIN SOIL OR WASTE PIPING N0. DRAWING N0. DESCRIPTION SCALE A.F.F. ABOVE FINISHED FLOOR VENT PIPING (SANITARY) SCAN #: BLDG. BUILDING REVISION # DATE DESC. B.O.P. BOTTOM OF PIPE 1 P-001.00 PLUMBING DRAWING LIST, SYMBOLS,AND NOTES NONE C.O. CLEANOUT CENTER LINE 2 P-002.00 PLUMBING SPECIFICATIONS NONE C.O.P.D. CLEANOUT DECK PLATE — DOMESTIC COLD WATER PIPING 3 P-200.00 PLUMBING FLOOR PLAN-BASEMENT AS NOTED C.V. CHECK VALVE — — DOMESTIC HOT WATER PIPING C.W. COLD WATER —— — DOMESTIC HOT WATER CIRCULATION PIPING 4 P-201.00 PLUMBING FLOOR PLAN -LEVEL 1 AS NOTED CLG, CEILING E SLOPED CHANGE IN PIPE ELEVATION 5 P-202.00 PLUMBING FLOOR PLAN-LEVEL 2 AS NOTED CONN. CONNECT ARROW INDICATES DIRECTION OF FLOW 6 P-203.00 PLUMBING FLOOR PLAN-ROOF AS NOTED CONT, CONTINUATION PITCH PIPE DOWN IN DIRECTION OF ARROW 7 P-301.00 PLUMBING SCHEDULES SHEET NONE DIA. DIAMETER 8 P-401.00 PLUMBING DETAILS SHEET NONE DN. DOWN (PENETRATES FLOOR SLAB) POINT OF NEW CONNECTION TO 9 P-501.00 PLUMBING SANITARY RISER DIAGRAM NO DR. DRAIN EXISTING WORK DWG. DRAWING I CLEAN-OUT 1 PLUG OUTLET EL. ELEVATION o0— CLEAN-OUT DECK PLATE EX EXISTING a "P"TRAP PLUMBING CODE NOTES F.A.I. FRESH AIR INLET y BOTTOM PIPE CONNECTION F.D. FLOOR DRAIN TOP PIPE CONNECTION PERMIT DRAWINGS F.U. FIXTURE UNIT C-+ ELBOW TURNED DOWN . A \�S THE PLUMBING SYSTEMS (SANITARY, VENT AND WATER DISTRIBUTION) AND ALL FL, FLOOR O+- ELBOW TURNED UP 1 CONN.TO VERTICAL LINE x : 'z ASSOCIATED EQUIPMENT WILL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE :." c, FULL REQUIREMENTS OF THE 2020 NEW YORK STATE PLUMBING CODE. FT. FEET —+— VALVE IN VERTICAL �"; I I\\.3 z•• G.C. GENERAL CONTRACTOR _�_ AZA Engineering LLC 1. ALL PLUMBING NEW INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE 2020 NEW YORK VALVE SEE SCHEDULE&SPECIFICATION FOR TYPE 221 W 37 St 6th FL STATE BUILDING CODE AND 2020 NEW YORK STATE PLUMBING CODE. GRM. GALLONS PER MINUTE artemz@azaeng.com GALLONS CHECK VALVE (212)517-1364 2. ALL PLUMBING INSTALLATIONS SHALL MEET THE GENERAL REQUIREMENTS AS ESTABLISHED IN GAL. --{�— OS&Y(OUTSIDE SCREW&YOKE)VALVE CHAPTER 3 OF THE 2020 NYS PLUMBING CODE. H.B. HOSE BIBB — — CHECK VALVE WITH A.B.D. 111E 3. FIXTURES, FAUCETS AND FITTING INSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTER 4 H.CLG. HUNG CEILING OF THE 2020 NYS PLUMBING CODE. H.W. HOT WATER �-- FLOAT VALVE CONIULTING ENGINEERING PLLC —� BPA KCE Consulting Engineering PLLC 4. SANITARY PIPING INSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF THE 2020 H.W.C. HOT WATER CIRCULATION BACKFLOW PREVENTER ASSEMBLY 325 Gold St, Suite#604, Brooklyn, NY 11221 NYS PLUMBING CODE. I.D. INSIDE DIAMETER 347.778.5908 PLUG VALVE contactkce@kceengr.com 5. VENT PIPING INSTALLATIONS SHALL BE IN ACCORDANCE WITH CHAPTER 9 OF THE 2020 NYS I.W. INDIRECT WASTE — RELIEF VALVE PLUMBING CODE. 6. TRAPS FOR FIXTURES AND DRAIN LINES WILL BE PROVIDED AND IN. INCH MAX. MAXIMUM MIXING VALVE INSTALLED IN FULL ACCORDANCE WITH SECTION PC 1002. MIN. MINIMUM T WATER PROOF SLEEVE 1245 Old Wood Path N.C. NORMALLY CLOSED SLEEVE Southold, NY 11971 N.I.C. NOT IN THIS CONTRACT DRAIN www.redesignarchitects.com 917.670.4704 N.O. NORMALLY OPEN PUMP PLUMBING GENERAL NOTES N.T.S. NOT TO SCALE S O.D. OUTSIDE DIAMETER RISER DESIGNATION OS&Y OUTSIDE SCREW&YOKE GATE VALVE (SOIL,VENT OR WASTE STACK) THIS CONTRACTOR SHALL BE RESPONSIBLE THAT ENTIRE INSTALLATION IS IN ACCORDANCE WITH P.S.I. POUNDS PER SQUARE INCH GAUGE W RISER DESIGNATION LOCAL AND STATE CODES. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS, RE RELOCATED (WATER) INSPECTION AND FEES, ETC. S SOIL #?. EXISTING ROUGH—IN PIPING SHALL BE MODIFIED/REPLACED BY THIS CONTRACTOR TO DETAIL DESIGNATION DETAIL ACCOMMODATE ANY NEW AND/OR RELOCATED PLUMBING FIXTURES. S.A. SHOCK ABSORBER — DRAWING# 3. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO SAN. SANITARY KEY NOTE DESIGNATION, REFER TO NOTE NUMBER IN ENSURE A COORDINATED INSTALLATION. SQ. FT. SQUARE FOOT O DIAMOND ON SAME DRAWINGS 4. WHERE DISCREPANCIES ARISE ON THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TYP. TYPICAL THE ENGINEER. U.O.N. UNLESS OTHERWISE NOTED 5. THIS CONTRACTOR SHALL UTILIZE THE EXISTING PIPING RISER CONNECTIONS. NO NEW RISER UP UP PENETRATES FLOOR SLAB) N PIPING CONNECTIONS SHALL BE MADE WITHOUT APPROVAL FROM THE BASE BUILDING. V VENT KEY PLAN AN O 6. ALL NEW OR RELOCATED PLUMBING LINES SHALL BE ROUTED ABOVE THE FLOOR SLAB. THIS V.B. VACUUM BREAKER CONTRACTOR SHALL NOT CUT OR TRENCH THE EXISTING FLOOR SLAB. V.T.R. VENT THROUGH ROOF OF NE(4, 7. EACH NEW FIXTURE SHALL BE PROVIDED WITH A SET OF LINE SIZE ISOLATION VALVES SUITABLE W. WASTE P�� ZOLo �o FOR POTABLE WATER SYSTEMS. co � W.C. WATER CLOSET * �G 8. ALL PLUMBING INSTALLATIONS SHALL BE SUPPORTED PROPERLY FROM THE STRUCTURE. NO W.H WALL HYDRANT r PLUMBING PIPING NOR EQUIPMENT SHALL BE SUPPORTED FROM OTHER PLUMBING PIPING, DUCTWORK ETC. Dog sTaO lSTAMP ��A 0872113 c. THIS CONTRACTOR SHALL PROVIDE FIRE—STOPPING OF ALL NEW PLUMBING SERVICE FESS►oN PENETRATIONS THROUGH RATED FLOOR SLAB AND WALL ASSEMBLIES. 10. WASTE LINES SHALL BE PROPERLY PITCHED TO PREVENT "TRAPPED" WATER. INSTALL WASTE LINE CONNECTIONS WITH LONG TURN OR 45' "Y" FITTINGS. SEISMIC CATEGORY AND WIND LEVY RESIDENCE 11. ALL NEW HOT AND COLD WATER LINES AND FITTINGS MUST BE PROPERLY INSULATED 405 SOUNDVIEW AVE AND COVERED. SEISMIC CATEGORY LOCATION: CATEGORY B MATTITUCK, NY 11952 WIND SPEED: 13OMPH PF SUSTAINED ALL VALVES ARE TO BE PROPERLY TAGGED. PLUMBING DRAWING LIST, SYMBOLS, AND NOTES 18 OCTOBER 2023 SPACE RESERVED FOR DOB PART I - GENERAL 1.01 DESCRIPTION 1.04 AS-BUILT DRAWINGS 2.04 EXPANSION JOINTS AND ANCHORS 2.08 VALVE TAGS AND CHART D. DISINFECTION A. THE PLUMBING CONTRACTOR SHALL BE A LICENSED A. PREPARE AND SUBMIT "AS-BUILT" DRAWINGS AT THE A. PROPER PROVISIONS SHALL BE MADE FOR EXPANSION AND A. EACH VALVE, EXCEPT VALVES AT FIXTURES, SHALL HAVE THE POTABLE WATER SYSTEM SHALL BE DISINFECTED INSTALLER OF PLUMBING SYSTEMS IN THE SUFFOLK COMPLETION OF THE PROJECT. CONTRACTION OF ALL PIPES AND THE PIPING SHALL BE A 2 INCH DIAMETER BRASS TAG WITH 1 INCH HIGH PRIOR TO USE BY A METHOD OF DISINFECTION IN COUNTY. 1.05 TESTS ARRANGED WITH ALL NECESSARY PIPE EXPANSION LOOPS NUMERAL STAMPED THEREON, SECURED TO THE VALVE BY ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE. AND SWING JOINTS. MEANS OF BRASS S HOOK OR BRASS CHAIN. EACH SYSTEM THE POTABLE WATER PURITY TEST RESULT FROM A NEW B. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE A. THE PLUMBING SYSTEMS SHALL BE INSPECTED AND TESTED TO HAVE A LETTER DESIGNATION AS WELL. YORK CITY CERTIFIED TESTER SHALL BE SUBMITTED 2020 NEW YORK STATE BUILDING CODE, 2020 NEW YORK IN ACCORDANCE WITH REQUIREMENTS OF THE NEW YORK B. MAINS AND BRANCHES MUST BE SO INSTALLED WITH SWING FOR ENGINEER'S REVIEW AND APPROVAL. STATE PLUMBING CODE, AND ALL AUTHORITIES HAVING CITY BUILDING CODE. CONNECTIONS SO AS TO PERMIT FREE EXPANSION OF B. THE CONTRACTOR SHALL FURNISH AN APPROVED, NEATLY JURISDICTION. 1.06 CLEANING PIPING. DRAWN VALVE CHART, PROPERLY FRAMED, SHOWING THE 2.14 PLUMBING FIXTURES AND EQUIPMENT APPLICATION #: USE AND LOCATION OF EACH VALVE THAT IS TAGGED. C. THE CONTRACTOR IS ADVISED TO CLOSELY COORDINATE 2.05 HANGERS AND SUPPORTS A. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL SCAN #: HIS WORK WITH THE BUILDING ENGINEER, SO THAT THE A. ALL PIPING, FIXTURES, EQUIPMENT, ETC., INSTALLED 2.09 SHOCK ARRESTORS PLUMBING FIXTURES AND APPLIANCES UNLESS OTHERWISE INTERRUPTION OF EXISTING BUILDING SERVICES, IN UNDER THIS CONTRACT SHALL BE THOROUGHLY CLEANED A. FURNISH ALL NECESSARY HANGERS, SUPPORTS, INSERTS, NOTED, AND MAKE ALL FINAL CONNECTIONS AS REQUIRED. REVISION # DATE DESC. ORDER TO CONNECT NEW PIPING TO EXISTING SHALL BE AND PROTECTED DURING CONSTRUCTION AND PUT INTO CLAMPS, ETC. AS REQUIRED. ALL HANGERS AND SUPPORTS MADE AT SUCH TIME AS TO CAUSE THE LEAST FIRST-CLASS OPERATING CONDITION BEFORE BEING A. SHOCK ARRESTORS SHALL BE MIFAB MWH SERIES INTERFERENCE' WITH ESTABLISHED BUILDING OPERATING OFFERED FOR ACCEPTANCE. SHALL BE OF HEAVY CONSTRUCTION AND SUITABLE FOR INSTALLED PER MANUFACTURER'S GUIDELINES. B. PLUMBING FIXTURES TYPES SHALL BE COORDINATED WITH PROCEDURE. CONTRACTOR SHALL NOT INTERRUPT THE THE SIZE OF PIPE TO BE SUPPORTED. ALL INSERTS AND THE ARCHITECT. SERVICES WITHOUT EXPRESS WRITTEN PERMISSION OF THE B. UPON COMPLETION OF ALL WORK, THE PLUMBING HANGERS SHALL BE INSTALLED TO CLEAR WORK OF OTHER 2.10 VACUUM BREAKER OWNER. CONTRACTOR SHALL THOROUGHLY CLEAN ALL PLUMBING TRADES. FIXTURES, SINKS AND TRIM AND LEAVE ALL ITEMS READY A. CAST BRASS SIMILAR TO WATTS NO. 288A. D. WORK IN CEILING OF TENANT SPACE ON FLOOR BELOW FOR USE BY THE OWNER. B. ALL HORIZONTAL CAST IRON PIPING SHALL BE SUPPORTED (IF REQUIRED) MUST BE COORDINATED WITH BUILDING ON FIVE (5) FOOT CENTERS AND AT ALL JOINTS. ALL MANAGEMENT. ALL CEILINGS DAMAGED MUST BE RESTORED 1.07 LAWS, ORDINANCES, ETC. HORIZONTAL SCREWED PIPING SHALL BE SUPPORTED BY 2.11 CONNECTION TO MISCELLANEOUS EQUIPMENT TO ORIGINAL CONDITION. HANGERS SPACED NOT OVER TEN (10) FEET APART. ALL A. THE WORK OF THIS CONTRACTOR MUST COMPLY WITH ALL BRANCHES SHALL HAVE SEPARATE HANGERS. HANGERS LOCAL LAWS, ORDINANCES AND RULES. THIS CONTRACTOR SHALL BE CLEVIS TYPE, CONSTRUCTED OF HEAVY BAR A. PROVIDE ALL NECESSARY PIPE, FITTINGS, VALVES, ETC. EXCEPT AS OTHERWISE SPECIFIED AND MAKE ALL FINAL MUST HAVE THE NECESSARY INSPECTIONS MADE BY THESE STEEL STOCK, WITH PROPER SIZE SUSPENSION ROD AND 1.02 VERIFYING CONDITIONS AUTHORITIES, PAY ALL THE REQUIRED FEES, AND LOCKNUTS. WHERE PIPING IS SUPPORTED FROM THE PLUMBING PIPING CONNECTIONS, INCLUDING WASTE, FURNISH THE OWNER WITH CERTIFICATES OF APPROVAL FLOOR, PROVIDE ADJUSTABLE PIPE SADDLE SUPPORT WITH VENT, HOT AND COLD WATER, ETC.,TO ALL EQUIPMENT A. EXAMINE ALL DRAWINGS COVERING THE WORK OF THIS SECTION AND REFER TO ALL OTHER DRAWINGS, INCLUDING BEFORE FINAL PAYMENT ON THIS CONTRACT IS MADE. HE U-BOLT. REQUIRING SAME. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL SHALL APPLY, PAY FOR, AND OBTAIN ALL PERMITS. 2.12 DRAINS DRAWINGS, WHICH MAY AFFECT THE WORK OF THIS C. WHERE PIPES ARE TO BE INSULATED, THE HANGERS SHALL SEC11ON OR REQUIRE COORDINATION BY SAME. 1.08 SUPERVISION BE OF AMPLE SIZE TO PROVIDE FOR THE COVERING SPECIFIED AND BE PROVIDED WITH GALVANIZED STEEL A. IN GENERAL DRAINS SHALL BE ZURN, SMITH OR B. BEFORE STARTING ANY WORK, EXAMINE EXISTING A. THIS CONTRACTOR SHALL HAVE A COMPETENT FOREMAN IN INSULA11ON SHIELDS. APPROVED OTHER. CONDITIONS, AND THOROUGHLY CHECK DRAWINGS, RESPONSIBLE CHARGE OF THE WORK WHO SHALL BE ON THE PERMIT DRAWINGS DIMENSIONS, SPECIFICATIONS, AND ADJOINING OR SITE DURING THE INSTALLATION OF THE MATERIAL D. ALL HANGERS, RODS, BEAM CLAMPS, ETC. SHALL BE SHOP B. UNLESS OTHERWISE NOTED DRAINS SHALL BE DUCO UNDERLYING CONDITIONS IN WHICH THE WORK OF THIS FURNISHED UNDER THIS SPECIFICATION UNTIL SAME HAS ZINC COATED. COATED, CAST IRON, DOUBLE DRAINAGE PATTERNS, HUB ; AND SPIGOT, UNLESS OTHERWISE NOTED. DRAINS SHALL SECTION IS TO BE PERFORMED. BEEN PUT IN COMPLETE OPERATIVE CONDITION AND E. ALL HORIZONTAL COPPER TUBING SHALL BE SUPPORTED BY A . , . , ACCEPTED BY THE OWNER. BE EQUIPMENT TO THE FIGURE NUMBERS SHOWN AND OF A V . HANGERS NOT OVER SIX (6) FEET APART FOR PIPING SIZE REQUIRED. ' ' '21 C. REPORT, IN WRITING, TO THE ENGINEER ANY AND ALL 1-1/4 INCH AND SMALLER AND NOT OVER TEN (10) FEET CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE 1.09 CUTTING AND PATCHING APART FOR PIPING 1-1/2 INCH AND LARGER. ALL Engineering LLC AFFECT OR PREVENT THE PROPER EXECUTION AND / C. FLOOR DRAINS SHALL BE JAY R. SMITH FIG. N0. 2005-A 221 W 37 St 6th FL A. THIS CONTRACTOR SHALL DO ALL CUT-PING AND PATCHING BRANCHES SHALL HAVE SEPARATE HANGERS. HANGERS WITH SEDIMENT BUCKET, UNDER DECK CLAMP AND 8" artemz@azaeng.com COMPLETION OF THE WORK OF THIS SECTION. DO NOT SHALL BE CLEVIS TYPE WITH COPPER BOTTOM SUPPORT. (212) 517-1364 COMMENCE WORK UNTIL ANY AND ALL SUCH CONDITIONS FOR PLUMBING WORK AND SHALL COORDINATE SAME WITH IF CHANNEL OR ANGLE IRON TRAPEZE HANGERS ARE USED, DIAMETER NICKEL BRONZE TOP, WITH NO-HUB OUTLET HAVE BEEN CORRECTED BY THE TRADE OR TRADES ALL OTHER TRADES. ALL CUTTING SHALL BE SUBJECT TO CONNECTION. THE SPACE ON HANGERS FOR THE COPPER TUBING SHALL \\ RESPONSIBLE. TRADE REGULATIONS. NO CUTTING OF STRUCTURAL .BE WRAPPED WITH LEAD SHIELDS TO ISOLATE TUBING " MEMBERS SHALL BE DONE WITHOUT THE APPROVAL OF THE D. ROOF DRAINS SHALL BE JAY R. SMITH FIG. NO. 1010C :. D. FAILURE TO NOTIFY THE ENGINEER OF UNSATISFACTORY ARCHITECT. F. IN AREAS OF STEEL CONSTRUCTION, PIPE HANGERS SHALL DUCO CAST IRON BODY WITH FLASHING CLAMP AND GRAVEL CONSULTING ENGINEERING PLLC STOP. PROVIDE WITH SECONDARY FLASHING CLAMP AND KCE Consulting Engineering PLLC CONDITIONS WILL BE CONSTRUED AS AN ACCEPTANCE OF BE SUPPORTED BY BEAM CLAMPS. COORDINATE WITH 325 Gold St, Suite#604, Brooklyn, NY 11221 ENGINEER FOR MAXIMUM LOADING. BEAM CLAMPS SHALL BE ALL CONDITIONS. PART 2 - MATERIAL EXTENSION AS REQUIRED. 347.778.5908 E. THE EXECUTION OF THE WORK OF THIS SECTION STEEL WITH BOLT, NUT AND SOCKET THREADED FOR ROD 2.13 GUARANTEE contactkce@kceengr.com CONSTITUTES ACCEPTANCE OF THE BASE OR ADJOINING 2.01 GENERAL CONNECTION AND SHALL BE F & S MANUFACTURING WORK AND OTHER CONDITIONS AS BEING SATISFACTORY IN COMPANY FIG. #45, CENTRAL IRON, GRINNELL COMPANY, A. THIS CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF r EVERY RESPECT AND LATER CLAIMS OF DEFECTS IN SUCH A. THE PLUMBING SYSTEMS SHALL BE COMPLETE WITH ALL OR APPROVED EQUAL. ONE (1) YEAR FROM DATE OF ACCEPTANCE BY THE CASES WILL NOT BE ALLOWED. PIPES, FITTINGS, TRAPS, SUPPLIES, VALVES, HANGERS OWNERS, ALL MATERIALS, APPARATUS AND WORKMANSHIP AND SUPPORTS, INSULATION, ETC. AND ALL OTHER ITEMS 2.06 INSULATION WHETHER FURNISHED BY HIMSELF OR BY HIS 1245 Old Wood Path F. THE DRAWINGS INDICATE AND THE SPECIFICATIONS NECESSARY FOR COMPLETE, SATISFACTORY OPERATING AND SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN A Southold, NY 11971 DESCRIBE THE GENERAL ARRANGEMENT AND THE APPROVED TYPE SYSTEM. A. COVER ALL HOT WATER AND HOT WATER RECIRCULATION MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO www.redesignarchitects.com APPROXIMATE LOCATION OF EQUIPMENT, FIXTURES, B. ALL PIPE FITTINGS, VALVES, FIXTURES, HANGERS, PIPE WITH 1 INCH THICK AND ALL COLD WATER PIPE THE OWNER, ANY PARTS OR PARTS OF THE WORK WHICH 917.670.4704 PIPING, ETC. E=XACT LOCATIONS MAY BE ADJUSTED IN WITH 1/2 INCH THICK MANVILLE MICRO-LOK AP-T PLUS MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE THE FIELD TO SUIT EXISTING CONDITIONS. SUPPORTS, INSULATION, ETC. SHALL CONFORM TO THE FIBERGLASS INSULATION. FITTINGS AND VALVES SHALL PERIOD OF THE GUARANTEE. REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE. BE INSULATED WITH MANVILLE ZESTON 2000 PVC INSULAT- ED ' G. THE CONTRACTOR SHALL, WITHOUT EXTRA COST TO THE FITTING COVERS. INSTALL ALL INSULATION AS PER B. WHERE SPECIAL GUARANTEES COVERING INSTALLATION, OWNER, MAKE ALL REASONABLE MODIFICATIONS IN THE 2.02 SOIL, WASTE, AND VENT PIPE AND FITTINGS MANUFACTURERS RECOMMENDATIONS. ALL INSULATION OPERATION OR PERFORMANCE OF ANY SYSTEMS OR WORK AS MAY BE REQUIRED TO PREVENT CONFLICT WITH MATERIAL SHALL COMPLY WITH THE NEW YORK CITY APPLIANCES FURNISHED UNDER THIS CONTRACTOR ARE THE WORK OF OTHER TRADES, OR FOR THE PROPER A. ALL ABOVE GROUND SOIL, WASTE, AND VENT PIPING BUILDING CODE REQUIREMENT OF A FLAME SPREAD RATING REQUIRED, THE FULL RESPONSIBILITY FOR THE INSTALLATION OF THE WORK. SHALL BE "NO-HUB" CAST IRON PIPE AND FITTINGS NOT TO EXCEED 25 AND A SMOKE DEVELOPED RATING NOT FULFILLMENT OF SUCH GUARANTEES MUST BE ASSUMED BY -T-_ u EXCEPT AS NOTED OTHERWISE. TO EXCEED 50. THE CONTRACTOR, WHO SHALL OBTAIN WRITTEN 0 1.03 SHOP DRAWINGS AND SAMPLES GUARANTEES, IN TRIPLICATE, WHICH SHALL BE FILED B. ALL JOINTS AND CONNECTIONS SHALL BE ASSEMBLED BY ------- A. SUBMIT SHOP DRAWINGS AND SAMPLES WITH ALL DETAILS MEANS OF SEALING SLEEVES AND HEAVY DUTY STAINLESS STEEL 2.07 VALVES WITH THE ARCHITECT BEFORE FINAL ACCEPTANCE. CLAMPS AND SHIELD ASSEMBLIES. '� AND INFORMATION, AS REQUIRED FOR THE WORK OF THIS A. STOP VALVES, EXCEPT FIXTURE STOPS, ON HOT AND COLD C. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LEAKS IN I SECTION AND IN ACCORDANCE WITH GENERAL CONDITIONS WATER LINES 2 IN. AND SMALLER SHALL BE FULL PORT ALL PIPES FOR A PERIOD OF ONE YEAR FROM THE DATE OR AS REQUESTED BY THE ARCHITECT OR ENGINEER. C. PIPE AND FITTINGS SHALL BE CHARLOTTE PIPE & FOUNDRY B. NON-SHOCK BRONZE BALL VALVES OF COMPLETION OF WORK UNDER THIS CONTRACT. 400 L , NIBCO COMPANY, TYLER PIPE COMPANY, OR APPROVED EQUAL. 400 Y FOR THREADED CONNECTIONS, AND NIBCO CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER, B. SUBMIT FOR APPROVAL SAMPLES OF MATERIALS, ALL SUCH LEAKS WHICH OCCUR AFTER COMPLETION OF ' AFFIDAVITS, CERTIFICATES, ETC., AS REQUIRED BY THE 2.03 COLD WATER AND HOT WATER PIPE AND FITTINGS S-595-Y FOR COPPER TO COPPER, OR APPROVED OTHER. THIS CONTRACT UPON 24 HOURS NOTICE THEREOF BY THE GENERAL CONDITIONS OR AS REQUESTED BY THE B. GLOBE VALVES UP TO AND INCLUDING 3 IN. SHALL BE CONSTRUCTION MANAGER/GENERAL CONTRACTOR. LEAKS ON ARCHITECT OF; ENGINEER. A. DOMESTIC COLD WATER, HOT WATER AND HOT WATER WHICH OCCUR PRIOR TO THE COMPLETION OF THIS ���� �A� CIRCULATION PIPE SHALL BE TYPE "L", HARD DRAWN, T-21SCREW-OVER BONNET, COMPOSITION DISC, BRASS, NIBCO CONTRACT SHALL BE REPAIRED AT ONCE. CONTRACTOR IS C. SUBMIT FOR APPROVAL SHOP DRAWINGS AND CATALOG CUTS COPPER TUBING WITH WROUGHT BRONZE FITTINGS FOR 150 SOLD FOR THREADED CONNECTIONS AND S-211 FOR SOLDER CONNECTIONS, OR APPROVED OTHER. RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH LEAKS OF THE FOLLOWING: POUND WATER WORKING PRESSURE AND WITH JOINTS OF AND THE REPAIR THEREOF AND WILL REIMBURSE THE OF NEw 95-5 (11N-ANTIMONY) SOLDER. NO SOLDER CONTAINING C. CHECK VALVES SHALL BE OF THE SWING-TYPE, SIZES UP CONSTRUCTION MANAGER/GENERAL CONTRACTOR FOR ALL �P���Zot_oTli0,A� 1. PLUMBING FIXTURES AND EQUIPMENT. LEAD IS PERMITTED. EXPENSE INCURRED THEREBY. * �L 2. VALVES. TO AND INCLUDING 3 IN. SHALL BE ALL BRASS, 125 LB. 3. PIPE AND FITTINGS. B. ALL SUPPLIES THROUGH WALLS TO FIXTURES SHALL BE S.W.P., NIBCO T-413 FOR THREADED CONNECTIONS AND g~� 4. HANGERS. 85% RED BRASS WITH THREADED BRASS FITTINGS. ALL NIBCO S-413 FOR SOLDER CONNECTIONS, OR APPROVED 5. INSULATICN EXPOSED PIPING IN FINISHED SPACES SHALL BE CHROME OTHER. 0 087213 7. BACKFLOW PREVENTION DEVICES PLATED 85% RED BRASS. DOB STAMP AROFESS100P, 8. PIPING LAYOUT LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 PLUMBING SPECIFICATIONS 18 OCTOBER 2023 ® ■ SPACE RESERVED FOR DOB 3 2 1 APPLICATION #: SCAN #: REVISION # DATE DESC. B \ / o MECHANICAL RM / \ BATHROOM B7 B5 CL B6 i i i i i i i i i FILTER TOE ISTING BUILDING DOM STIC WATER DISTRIBUTION OFFICE STORAGE B2 B3 PERMIT DRAWINGS STORAGE/LAUNAY i EXISTING � �• �. 3/4" BUILDINGS N EXISTING FAI r... .. BELOW FLOOR PROVIDE NEW VENT COVER PLATE AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com L (212) 517-1364 P;ELDW NG BUILDING a FLOOR RE CONSUMN0 ENGINEERING PLLC KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contackce@kceengr.com \ I \ \ I I 1245 Old Wood Path Southold, NY 11971 \ \ I www.redesignarchitects.com 917.670.4704 \ \ I I \ I \ ` I I 2" SAN UP� I 1— ---- TO WM \ \` 4 ` \\ 3" SAN UP TO WC 3" .. TO �\\ EXISTING 4" SAN UP�� 4 SEPTIC \ ` �\ �\ 1211 — ; I SYSTEM ONSITE 1 1/2" SAN UP i N TO LAV KEY PLAN O � \ I I \ I I \\ OF NEw CO � \ I \ ` I DOB STAMP �OAROFESSIONP�`G \ \ I I ------------ ISTING ` 7 NDERGROUND \`\ WATER PIPE FROM ------------ ----------------------------------- --- LEVY RESIDENCE ONSITE WATER 405 SOUNDVIEW AVE WELL PUMP MATTITUCK, NY 11952 PLUMBING FLOOR PLAN 1 PLUMBING PLAN - BASEMENT BASEMENT T-200 Scale: 1/4" = 1 '-0" 1$1®� R 2023 0 0h 0 J1 A SPACE RESERVED FOR DOB LIVING ROOM 100 APPLICATION #: SCAN #: REVISION # DATE DESC. o B i / \ /BATHROOM MASTER BATH O 101 102 ° CL / \ — 404— — — — PANTRY 108 FOYER/HALLWAY i 109 CL CL 106 — 105— DINING ROOM MASTER BEDROOM 103 PERMIT DRAWINGS r 1 171 I ---- `. t .. LOUNGE GUESTBEDROOM CL / 112 \ KITCHEN 107 62 AZA Engineering LLC 110 j 221 W 37 St 6th FL artemz@azaeng.com I 7=7 (212)517-1364 \ AICE f COUSUMNIG ENGINEERING PLLC __ _ KCE Consulting Engineering PLLC UP TO RD 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com DOWN TO UNDERGROUND. \\)V 3" CONNECT TO EXISTING SITE STORM COLLECTION SYSTEM. V\\)V 3" SITTING ROO 3" _ COORDINATE WITH CIVIL UP TO RD ST 2 ST ENGINEER. 1245 Old Wood Path MUDROOM Southold, NY 11971 115 t.11 O www.redesignarchitects.com 917.670.4704 LAUNDRY 114 j;ZL FAISTORM DOWNSPOUT DNTO GROUND. 1/2" C DROP COORDINATE CONNECTIDN TO STORM 1/2" H DROP — — — COLLECTION SYSTEM WITH CIVIL �— Q ENGINEER. I 2ND FLOOR STAI S CP- I. 11/2" 1/2 2" SAN UP NEW WAT NOTES _ HEATER 1O PROVIDE HEAT TRACE FOR WATER PIPING IN THE CEILING OF HOUSE THE GARAGE SPACE e ` 1/2" CW DROP „ TRAP O STORM PIPING SHALL BE PROVIDED WITH MLV WRAP OR `.I 3" SAN DN 3/4 EQUIVALENT TO KINETIC KBC-100. .............. „ ACCESS POWDER RMNaao „ 3/4 PIT �j / 117 3/4 CW DN F-1 4" I > < < 1 �....I r 1/2" CW DROP EW 2" V DN 1/2" 211 1/2" HW DROP F-2 4" 1 1/2" SAN DN 1 2 @off 2" 3/4" 3/4" HW UP r 1 1/2"V RISE CL CO 4 < < < 1/2" HWR UP 78 2" V UP 1 1/2" SAN KEY PLAN N O I UP TO LAV PEN HUB DRAIN FO VAC CONDENSATE 3" SPAN UP ORDINATE EXACT TO WC 2" V UP O zo ow k LOC N IN THE FIEI& ER * FL 118 4" 2" SAN UP LU TO BT �� A 087213 ��02 STORM 2 V UP Dp DOB STAMP RpF DOWNSPOUT � T ESStoN FROM GUTTER 2" SAN UP I ABOVE TO SH W 2"V UP 7 STORM DOWNSPOUT DN TO GROUND. LEVY RESIDENCE COORDINATE CONNECTION TO STORM 405 SOUNDVIEW AVE COLLECTION SYSTEM WITH CIVIL MATTITUCK, NY 11952 ENGINEER. PLUMBING FLOOR PLAN 1 PLUMBING PLAN - LEVEL 1 LEVEL 1 P-201 Scale: 1/4" = 1 1-011 18 OCTOBER 2023 SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. 3 2 1 PERMIT DRAWINGS I: t, AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212) 517-1364 XCE f,. CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC 3" RD 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com FLAT ROOF p 3" RD R STORM DOWNSPOUT FROM 1245 Old Wood Path GUTTER ABOVE Southold, NY 11971 www.redesignarchitects.com 917.670.4704 STORM DOWNSPOUT DN � TO GROUND LEVEL '1( 1/2" CW DROP 1/2" HW DROPain U 2" SANG DN -- 1 1/2"V RISE 2NI F ANT i 2s F5 N 1N- I D 2ND FL LIVING RM I .vim 201 I GUTTER(REFER TO 1/2" CW DROP ARCHITECTURAL PLAN) R F ON 42N �� L�� El' 1 1/2" SAN DN 1 1/2"V RISE 3"V UP TO VTR 1/2" CW DROP 3/4" CW DN OF NfFw 3/4" HW DN I -1 p 2 V DN 40 , ZOL0 O,A 1/2" HWR DN 2 D FL BATH 204 0 „ CVV DROP I r 2ND FL OFFICE 1/2" HW DROP I 200 NEW �� 1 1/2"V DN -= F o A 2" SAN DN DOB STAMP oRo�ESS►oNP��� 2" SAN DN E 7 1 1/2"V DN LEVY RESIDENCE STORM 1/2" CW DROP 405 SOUNDVIEWAVE DOWNSPOUT 1/2" HW DROP DN MATTITUCK, NY 11952 PLUMBING FLOOR PLAN LEVEL 2 18 OCTOBER 2023 1 PLUMBING PLAN - LEVEL 2 0 P-202 Scale: 1/4" = 1 '-0" SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. B PERMIT DRAWINGS ,. ,e,..i AZA Engineering LLC 221 W 37 St 6th FL artemz@azaeng.com (212)517-1364 GUTTER HE"�' CONSULTING ENGINEERING PLLC KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com 1245 Old Wood Path STORM DOWNSPOUT DN Southold, NY 11971 TO GROUND LEVEL www.redesignarchitects.com 917.670.4704 f. i i i i/ GUTTER(REFER TO ARCHITECTURAL PLP.N) ON KEY PLAN 3" VTR OF NEW y �P ZOLpT O 0 r n O DOB STAMP A�p�872'ONP�t��C9 ESS 7 LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 PLUMBING FLOOR PLAN 1 PLUMBING PLAN - ROOF ROOF TP-2 0 3 Scale: 1/411 = 1 1-011 18 OCTOBER 2023 SPACE RESERVED FOR DOB FIXTURE CONNECTION SCHEDULE ELECTRIC WATER HEATER SCHEDULE w U3 FIXTURE TAG TYPE MANUFACTURER MODEL # W V C.W. H.W. T.W. COMMENTS w WATER CLOSET BY ARCH BY ARCH CARRIER FLOOR MOUNTED FLOOR MOUNTED SO it-- MANUFACTURER L o w F-1 3" 2" 1/2" MAX. 1.28 GPF o AND MODEL NUMBER w r � o REMARKS w ~ c'j _ U " APPLICATION #: WATER CLOSET FLU Uj vHOMETER N/A N/A c� o 2 u, Of -_, o Z G5 TOILET SEAT BY ARCH BY ARCH Uj o w J Q UALVE cl- --I CDP LU w w Q w � F- a_ � � LL - LU oz wY SCAN #: LAVATORY BY ARCH BY ARCH MAX FLOW RATE = 1.5 GPM DWH-1 1 AO SMITH PROVIDE MASTER MIXING VALVE REVISION # DATE DESC. FAUCET BY ARCH BY ARCH COUNTER MOUNT SINK HETF-55 140 55 25 90 75 0.74 24 X 56 55 SET TO 120 DEG.F. F-2 1-1/2" 1-1/2" 1/2' 1/2" LAVATORY P-TRAPS McGUIRE 8902 SHOWER HEAD BY ARCH BY ARCH BALANCE VALVE BY ARCH BY ARCH SHOWER FLOW RATE 2.0 GPM PUMP SCHEDULE F-3 2" 1-1/2" 1/2" 1/2"JACUZZI TUB W/ SHOWER P-TRAPS CAST IRON CAST IRON PROVIDE TUB DRAIN CONNECTION BATHTUB BY ARCH BY ARCH MOTOR SHOWER HEAD BY ARCH BY ARCH LL- LL- w %--� BALANCE VALVE BY ARCH BY ARCH " SHOWER FLOW RATE 2.0 GPM SERVICE LOCATION 11, o w o w w MANUFACTURER z N COMMENTS 2 1-1/2 1/2 1/2 PROVIDE TUB DRAIN CONNECTION w Q c MODEL NUMBER = BATHTUB W/ SHOWER P-TRAPS CAST IRON CAST IRON �� _ �_ w � m� 5� z^ w �� V) w w BATHTUB BY ARCH BY ARCH Z o� x¢ z z V'c� z � J ¢ v Cw'1 � Z C)w � C:) KITCHEN SINK BY ARCH BY ARCH SINK FLOW RATE 2.2 GPM CP-1 1 DOMESTIC HW CELLAR 5 8.8 GRUNDFOS 1/25 115 1 60 PROVIDE AQUASTAT CONTROLS FAUCET BY ARCH BY ARCH CIRCULATOR PUMP MECHANICAL ROOM UP 15-18B5 HP PERMIT DRAWINGS F-5 2" 1-1/2" 1/2' 1/2" KITCHEN SINK P-TRAPS McGUIRE 8902 SUPPLIES McGUIRE 167 DW DISHWASHER BY ARCH BY ARCH 1/2" DISCHARGE WASTE TO DRAIN SCHEDULE � \ n,v m. P—TRAP OF KITCHEN SINK WASHING WATER SHUT OFF VALVE BODY STRAINER REMARKS AZA Engineering LLC WM WATTS A2C-WB-M1 2" 1-1/2" 1/2" 1/2" 221 W 37 St 6th FL MACHINE BOX WITH LEAK SENSOR AND WHA artemz@azaeng.com REF REFRIGERATOR BY ARCH BY ARCH 1/2" PROVIDE SHUT OFF VALVE (212) 517-1364 ¢ LL LL C HE INSULATION SCHEDULE 3 s ' _ cDLL ' CONSULTING ENGINEERING PLIC Z m ZN ,. z z z - Z z 3 Z Z Z Uj= w - KCE Consulting Engineering PLLC o 0 o Z > o Y z w �„ 325 Gold St, Suite#604, Brooklyn, NY 11221 F w ia- ¢ w ¢ ¢ o w 347.778.5908 ni contactkce@kceengr.com SERVICE: o<Wu z w W N NOTES FD-A 212o Tm I I MECHANICAL SPACES �vU UjZ a- CD W Z U pwp V O V O Z U a X7 DOMESTIC COLD WATER (< 1-1/2 ) 40-60 0.5 1 COVER ALL HORIZONTAL STORM PIPING, COLD AND HOT WATER RE-CIRCULATION PIPES WITH, 1 ININSULATION. FITTINGS DOMESTIC COLD WATER (1-1/2' TO < 4') 40-60 1' 1' AND�VALVETHISSHALL BE INSULATED WITH MANVILLE ZESTONE2000SPVC INSULATED FITTING 1245 Old Wood Path COVERS. INSTALL ALL INSULATION AS PER MANUFACTURER'S INSTRUCTIONS. ALL INSULATION Southold, NY 11971 DOMESTIC HOT WATER (< 1-1/2') 105-140 1' 1' MATERIAL SHALL COMPLY NTH THE 2014 NEW YORK CITY BUILDING CODE REQUIREMENT OF A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DEVELOPED RATING NOT TO DOMESTIC HOT WATER RETURN (< 1-1/2') 105-140 1' 1' EXCEED 50. www.redesignarchitects.com 917.670.4704 HORIZONTAL STORM PIPING N/A N/A 1' 1 I t, i L.__...I ._... ................ KEY PLAN ON OF NEo/ Q- zoLo O CO r c� 0 DOB STAMP SOAR 087213 �FESSI�N LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 PLUMBING SCHEDULES SHEET 18 OCTOBER 2023 p=3 0 1 ®0 0 SPACE RESERVED FOR DOB EXISTING STEEL MEMBER WOOD JOIST SCREW WITH STEEL THREADED FASTENING SYSTEM TO RECEIVE THREADED ROD MASONRY OR CONCRETE CHECK VALVE (TYP.) 11 Ll / XINTERIOR WALL, FLOOR, PLAN VIEW HW CIRCULATION PUMP RESTRAINING WOOD JOIST OR CEILING. GATE VALVE (TYP.) STRAP CLAMP METAL ESCUTCHEON HW SUPPLY Sr— ';: ��THERMOSTATIC RISER CLAMP I HW RETURN S A MIXING VALVE FLOOR SLAB CW MAKE-UP S APPLICATION #: THREADED ROD UNION (TYP.) THREADED ROD Ej SOLENOID VALVE SAFETY RELIEF VALVE SCAN #: (SIZE AS REQ'D) (SIZE AS REQ'D) �- E — THERMAL EXPANSION ELECTRIC WATER REVISION # DATE DESC. CLEVIS HANGER TANK HEATER CLEVIS HANGER DRAIN PAN ZL BARE PIPE _ BARE PIPE SPILL INDIRECT TO FIRE STOP MATERIAL LEAK SENSOR FLOOR DRAIN 1®r"� /pv\ /PQ< /pQ< 20 GAUGE SHEET 1 4" CONCRETE STE1=L BEAM SUPPORT EXISTING WOOD JOIST METAL SLEEVE HOUSEKEEPING PAD APPROVED NOTE: FIRESTOPPING PIPE SLEEVE FOR INSULATED PIPE PROVIDE PROTECTION SADDLE WELDED TO HANGER. INTERIOR WALL PENETRATION FLOOR SLAB PENETRATION 1 PIPE HANGING NITS CS EVIS HANGER PIPE PENETRATIONS SERIES DOMESTIC WATER HEATERS (ELECTRIC) N TS CAST IRON HALF GRA "D"J FOR CONTINUATION AND DOME STRAIN DRAIN LINE SIZE, SEE FLOOR PLAN CLAMP RIN TILE FL AIR GAP=2x"D" WATERPROOF MEMBRANE SUMP PUMP GATE (OR BALL) VALVE P6 v v OENDF DISCHARGE & PERMIT DRAWINGS vo v SPRINKLER HECK VALVEDRAINCONC. RECT WASTE FOR SINK SIZE AND „ , TO BE CUT AT45"TO 6 X4' RED. , ': IAL TYPE PRESSURE TYPE,SEE PLUMBING REDUCE SPLASH " GAUGE (0-100 Psig) FIXTURE SCHEDULE 8 MIN. 7 AND SPEC. 4 C.I. HUB & SPIGOT PIPE TO AZA Engineering LLC � AUGE COCK E CENTERED 4"AIR GAP 221 W 37 St 6th FL FLOOR DRAIN INSIDE 6" PIPE artemz@azaeng.com 4" MIN. (212)517-1364 UNION 6" C.I. HUB & SPIGOT PIPE CONDENSATE `r \..LINES(BY HVAC RUBBER �,\ —LINE CIRCULATING )UMP CONTR.) GASKET JOINT 24" MIN. [ICE �' CON�ULiIRG ENGINEERING PbLC SEE PUMP SCHEDULE VENT TYP. 6"x4" RED. KCE Consulting Engineering PLLC TO VENT 325 Gold St, Suite#604, Brooklyn, NY 11221 FLOOR 347.778.5908 contactkce@kceengr.com SAN LINE 6" DIA. 4" C.I. HUB & FUNNEL SPIGOT PIPE a (BY PLBG REDUCING TEE (OR TEST PLUG CONTRACTOR) FOR INSERTION OF GAUGE) 1-1/2" 4" 1245 Old Wood Path � P-TRAP TO DRAIN Southold, NY 11971 (BY P.C.) www.redesignarchitects.com AQUASTAT STANDPIPE 917.670.4704 �--- FOR CONTROL OF PUMP HVAC CONDENSATE FLOW CIRCULATING PUMP INDIRECT WASTE CONNECTIONS 4 N TS N TS AUTOMATIC WASHING MACHINE WATER SHUTOFF VALVE BY I VENT STACK EXTENSION ............... WATTS MODEL: A2C-WB STAINLESS STEEL REINFORCED HIGH PRESSURE HOSES SINK DISHWASHER 36" MIN. FINISHED ROOF 10 - 0 I I I I � � I I I I KEY PLAN NO II II e ��pF NEwY �P ZOLOT O * T 0 ROOF ASSEMBLY o CLAMPING COLLAR c DOB STAMP �OAROFESSIONP��� VENT STACK METAL FLASHING SLEEVE NO-HUB COUPLING LEAK SENSOR BY NOTE: VENT STACK WATTS MODEL: VIBRATION ISOLATORS OR STAINLESS STEEL PAN VENT STACK SHALL BE LOCATED A MIN. OF 10'-0" FROM LEVY RESIDENCE "A2-LS" PADS IN THE PAN WITH 4" RETURN LIP ANY ROOF STRUCTURE INCLUDING PARAPET WALL. WHERE WITHIN 10'-0" OF STRUCTURE, LOCATE S-0" MIN. ABOVE 405 SOUNDVIEW AVE THAT STRUCTURE. MATTITUCK, NY 11952 6 CLOTHES WASHER PLUMBING DETAILS NTS ER DETAIL VENT THRU ROOF Q DISHWASHER & SINK INSTALLATION SHEET N TS U N TS 18 OCTOBER 2023 SPACE RESERVED FOR DOB APPLICATION #: SCAN #: REVISION # DATE DESC. ROOF JI� 2»� ABV 3/4— —_ _ 3/4" _�1/2_�ABV IT_ �T rl-1/2' n2 —1/2" 1/2" 1/2" �3/4" 1/2" �3/4" 1/2 1/2 1 l2 1/2" 1/2"1 » I NEW NEW I NEW 1/2° FF=5 DW FF=2 I I I 3 NEW i NEW F-1 NEW NEW NEW NEW 3/4" I NEW NEW NEW I I 2�� —1/2" F=4 NEW F=3 F=4 F=1 F=2 3l4" I 1/2 REF DW F=5 2ND FLOOR f7 F-3 2ND—IL00 1 — �» 3� —�1/2" 3/4" 3/4" OF 3" 4" 4" ' — — — 72" —�— 3/4" 1/2" 1 1-1/2" I 2"� 3/4" — — PERMIT DRAWINGS zx NEW OPEN HUB I 1-1/2" I 1/2" 3/4" NEW 1/2" 1l2° F2 DRAIN FOR 1/2" 1/2" CP-1 HVAC NEW 3/4" � : . WM 2" / NEW 1-1 `.. I A .,,.: ,.. NEW NEW NEW NEW ; 1-1/2" F_2 4" » F_1 DWH-1 WM 1ST FLOOR I 2 AZA Engineering LLC 1 ST FLOOP, 221 W 37 St 6th FL 4" 3" 4" 3/4" artemz@azaeng.com 3/4" — 212) 517-1364 X TO EXISTING BUILDING DOMESTIC WATER XCE EX. 4"\ EXISTING UNDERGROUND 1° FILTER DISTRIBUTION CONSULT N EXGIXEEBIEO PLLC I TT WATER PIPE BASEMENT EX. HOUSE TRAP BASEMENT WATER WELL PUMP 0 ONSITE KCE Consulting Engineering PLLC 325 Gold St, Suite#604, Brooklyn, NY 11221 347.778.5908 contactkce@kceengr.com EXISTING 4' SEWER TO REMAIN. CONTRACTOR TO SANITARY RISER DIAGRAM CONFIRM PIPE SIZE & INVERT. 1245 Old Wood Path DOMESTIC WATER RISER DIAGRAM Southold, NY 11971 www.redesignarchitects.com NOTES: 917.670.4704 1. PROVIDE FIXTURE STOP VALVES FOR ALL PLUMBING FIXTURES. "4 2. PROVIDE CHECK VALVES FOR ALL SINGLE LEVER FAUCETS, SINGLE LEVER SHOWER BODIES, WASHING MACHINES, AND DISH WASHERS. CHECK VALVES SHALL BE LOCATED NEXT TO THE SHUTOFF VALVE AND SHALL BE ACCESSIBLE FOR SERVICE. 3. PROVIDE HAMMER ARRESTORS AT ALL QUICK CLOSING VALVES, SUCH AS WASHING MACHINES, DISH WASHERS, FLUSH VALVES, ETC. HAMMER ARRESTORS SHALL BE ACCESSIBLE. 4. ALL COPPER PLUMBING PIPING MUST BE PROPERLY SEPARATED FROM DISSIMILAR METALS TO PREVENT GALVANIC REACTIONS. 5. PROVIDE PRESSURE RELIEF VALVE FOR ALL THE WATER HEATERS. ON � ® � �Y PLAN Al OF NEwy P ZOO O CO r �P� 0 r C� 2 DOB STAMP ��OARO08721ONP�IG�� ESSI LEVY RESIDENCE 405 SOUNDVIEW AVE MATTITUCK, NY 11952 PLUMBING RISER DIAGRAMS 18 OCTOBER 2023