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HomeMy WebLinkAbout7796 *Auu ` u� +0 l 113 j Owner: 220 Navy St Trust File #: 7796 Address: 220 Navy St (`") Code: 13ED Agent Info AMP Architecture, PLLC P.O. Box 152 Mattituck, NY 11952 Phone: 516-214-0160 Fax: Email: aportillo@amparchitect.com BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson *®F S®!/jy 53095 Main Road• P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantesi¢ Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento �� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVE® http://southoldtownny.gov d- G 12'53T'A ZONING BOARD OF APPEALS J U L 2 4 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 A�4` Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 20,2023 ZBA FILE: #7796 NAME OF APPLICANT: 220 Navy St. Trust. Colin Cowley PROPERTY LOCATION: 220 Navy St. Orient,NY SCTM# 1000-26-1-25 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated 3/28/2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,326.17 square foot parcel located in an R-40 Zoning District. The parcel runs 115.76 feet along Navy Street. The parcel runs 108.40 feet on the West side, 115.68 feet on the South side, and 104.68 feet on the East side. The parcel is improved with a two- story frame dwelling with covered porch and pergola and three sheds (sheds to be removed). All is shown on a survey prepared by Kenneth W Woychuck, L.L.S. dated April 10, 2021. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's March 10, 2023, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single-family dwelling, 1) located less than the code required minimum front yard setback of 35 feet; located at 220 Navy Street, Orient,NY. SCTM No. 1000-26-1-25 RELIEF REQUESTED: The applicant requests a variance to construct a new home with a front yard setback of 22 feet where Town Code requires a minimum front yard setback of 35 feet. ADDITIONAL INFORMATION: The survey shows that the parcel is split with part of the parcel being located in a FEMA X Flood Zone and part of the parcel being located in a FEMA Flood Zone AE Elevation 6. The applicant's representative testified that the current condition of the structure is in an unfortunate state and unsalvageable. Page 2,July 20,2023 97796,220 Navy Street SCTM No. 1000-26-1-25 FINDINGS OF FACT/REASONS FOR BOARD ACTION: 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: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is an older single-family neighborhood which was developed prior to zoning. Many homes in this neighborhood are pre-existing non-conforming. Some of the newly renovated homes have the benefit of variance relief. The existing house has a front yard setback of 21.2 feet. The proposed front yard setback is characteristic of this neighborhood. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue,other than an area variance. The applicant is building a new home and therefore could build the home in a code conforming location. However, Orient does not have the benefit of public water and therefore has to meet stringent Suffolk County Department of Health criteria in order to install the water well and on site septic system. Granting of the variance relief helps the applicant have space to design a septic system which conforms to Suffolk County sanitary code. 3. Town Law 4267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 37% relief from the code. However, the neighborhood is an older neighborhood and the proposed front yard setback is characteristic of this neighborhood. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans prepared by Anthony Portillo, Architect, labeled SD-1 thru SD-6, and dated December 1, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1) Applicant shall install an Innovative Advanced(I/A) wastewater treatment system as approved by the Suffolk County Department of Health Services. 2) As depicted on the Site Plan (SD-1),three sheds shall be removed or moved to a conforming location prior to the issuance of a Certificate of Occupancy. Page 3,July 20,2023 #7796,220 Navy Street SCTM No. 1000-26-1-25 This approval shall not be deemed 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. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding 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 a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)grantedherein as shown on the architectural drawings,siteplan and/orsurvey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been"procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME 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, Planamento,Acampora and Lehnert(5-0). Leslie Kanes Weisman, Chairperson Approved for filing / a/ /2023 � NC, PATA- PROJECT 3ZONI 0,< ..x TAX MAP# 1000-26-1-25 A -W.�n 3:30. NN-r% ZONIN6,D15TRICT R-40 NIC < LOT AREA 0.5 ACRES RECEIVED zw' r=MA FLOOD ZONE X 4 AE(EL 6) 5-4% RECEIVE -] M�R-�=Zzo O 0 V 9 M WETLANDS DISTRICT NO =W 0� V ARI 3 20231 2 0.a,oH a 10 34 .0 r. DEC DISTRICT NO a. ZO .0 Zoning Board of'Appeals SUFFOLK COUNTY HD APPROVAL PENDINS, 4 BVIRM. E �- z 0z =0 1z, 0. ------------------- U 0-04 Z S 12,4 2 m EXISTING EX15TINC, HABITABLE CIW55 cj 0 m m -�z I 2E a,z SPACE AREA 2'20<w Z . C., 5A5EMENT AREA 0 S.F. 467 S.F. 0 Wwxxrx 2U HO U,n FIRST FLOOR AREA 750 S.F. 750 S.F. 554* 8'00"N SECOND FLOOR AREA 467 S.F. 467 S.F. FEL=63, PROPOSED EXIST. AREA TOTAL5 1217.0 S.F. 1,654.0 S.F. CONTOURS -------- PROPOSED PROPOSED HABITABLE 68055 SPACE AREA I z(5) BASEMENT AREA 0 S.F. 1,454 S.F. EXIST. SHEDS TO BE I I / / 4 NEN F.E. I FIRST FLOOR AREA 1,251 S.F. 1,454 S.F. REMOVED -4 L.P. �\ \\ Q m kJ! LA - NEW _a u EX15TIN&FRAME L.P. SECOND FLOOR AREA 1,011 S.F. 1,011 S.F. Q) q1 PROP.SENL�C i;p PHELLIN6,TO BE D.S. NEW N I -+- STANDBY DEMOL15HW I L.P. AREA TOTALS 2;242.0 S.F. 5,411q.0 S.F. rill 10, GENERATOR / -" I i NEW I/A NEH F E. Dk4 I ONTO 11 L.P. 0 NEW 1 F.E. 5.4'PROP. L.P. 5.41 PROP. STORM RING STORM RIN6 I < cn T I TOP ELEV. FINAL. AAP OP ELEV. 123, a_ O. K 'D - "A .0.1 REVIEWED BY ZL.;, LOT COVERAGE 10' 1,5O //// 20.0,_ k MIN.- DECISION# 77' 70 DESCRIPTION(FOOTPRINT) AREA %LOT COVERAGE CONTOU P PORCH 0 DATED: TOTAL LOT AREA 12;526.2 S.F. SCREEN .5. 14AI FRAME HOU5E' PROPOSED DWELLING K/SCREEN 1,454.0 S.F. 11.5% 54 N." F.F. EL.=e).&' 0 PORCH PROP.AG lu PROPOSED COVERED PORCH 142.0 S.F. 1.2% ON PLAT. z > TIIDOSED L < < PROPOSEDSTOOP 42.0 S.F. 0.596 TOURS EXIST. HO FIROP05ED DECK I14.0 S.F. 1.0% 4�- U, WELL low iy 1 (3 TOTAL AREA OF ALL STRUCTURES 1-75-7.0 S.F. 14.5% lz�I 40 1 PROPOSED "MAXIMUM LOT COVERAGE ALLOWED-20% uj Z N I I PARKINO < (n (PERVIOUS) 5.41 PROP. h I Z J 0 z STORM RING,- IW V) TOP ELE \ lcl, z z EL--5.2 \ 152' Lu M 0 WC'4 0 04 m N556*1 '10"E 115.16, REQUIRED 5ETBAC N-EULV1Nrv----- UTILrrY(3�- ------O.F.-H------------------ ----- 0 REQUIRED EXIST. PROPOSED COMPLIES a. POPOLE 0 FRONT YARD a- AVE=R,6,6E) ( 192' 21.21 22.0' YES N A V "r 5 T R E E T SIDE YARD 10.01 241.2' 20.01 YES BOTH SIDE YARDS 15.01 40.4' 51:11 YE5 cli cli REAR YARD 50.01 41.51 55.61 YE5 PROPOSED 51TE PLAN A A01 Lu SCALE: P = 20'-0" cs GENERAL SYMBOL KEY: xR � Fx5TIN5 TO REIANN NBV FOUNDATION WALL uoWi oyy Z N T a �1-W Zm V taq Y'IOOD MOE m a¢a g Q za3Wam o aux o,� ao Q? z Z. Z=7 R RECEIVED °p=s=�U 0 N F W J N R. giflz owm�_R awoao= MAR 2 3 2023 _ — — — - — FINAL MAP za�z= �► REVIEWEDY ZBA Wo<zg I71 Wap-o5 Z a J Z I —, — — — — •— ATl. f m - - -- ---- - - - - -- - - - - -- 4• - - - - — — — �coiaaa a= -- --- -- - -- - -- -- --- —r )Y2 Q�-11V� 9�-11�2° 4'-IlY2 I r r -I r r r -I U m - — — -�o-�-- — —I$—f— I L — J L —J L —J L — J L — J GRAWLSPAGE I ,? +r, GRAWLSPAGE �ry I ��. 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W z z IT 11 11 IT 11 11 1111 111 IT 11 11 N O 111 1111111 IIITI 111111 111111 111111 Jill 11 11111 11 1 1 1 PS P a Wh. !Yt � "f`i f a SOUTH ELEVATION (REAR) CNI N 'a a 037405 0 'j; N ®� Nti� , Q � o a S.C.T.M. N0. DISTRICT: 1000 SECTION: 26 BLOCK: 1 LOT(S):25 -1110I RECEIVED MAR 2 3 2023 Zoning Board of Appeals \CATCH BASIN NAVY STRT I EDGE OF PAVEMENT p U.P. z 115.76' to - 1932'1 . OU.P. N 86018120" E EL 5.6 to EL 5.2 I O Iv I) WELL v� w ZONE AE(EL6) / ZONE X o � ¢ N a � / O COVERED 61 .2' PORCH oC27 25.4' i p 2 STY FRAME A o3 DWELLING {220 FFL 6.6 LAND N/F OF 5.3' 5.8 CONSTANCE SCHRAFT 29.2' LAND N/F OF ' V BILCO60. O MARIA REINECKE WELL 0.3'W 14.3' SHOWER U PERGOLA M m n � cla n N d1 ,_. 'T' 8.3' p m 10.3' 00 m N = _ o z 10.0' n Om iO v=i 8.3' EL 6.3 O m • w z SEPTIC N N m EL 6.5 M.H. 6.5'N 0.8'N 0.2'E 115.68' S 84028100" W I LAND N/F OF I LAND N/F OF DONALD ROSE CAROLINE GREER NOLAN IREVOCABLE LVING TRUST THE WATER SUPPLY, WELLS, DR YWEL L S AND CESSPOOL FEMA MAP 36103CO068H LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 12,326.17 SQ.FT. or 0.28 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY %�EOFNEIjiy CERTIFIED TO: SUSAN PELZER; MAP OF: P �qN M wo- 0 FILED: c SITUATED AT:ORIENT TOWN OF:SOUTHOLD 050882 � KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �� DSS,, Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE DATE: APRIL 10, 2021 PHONE (631)298-1588 FAX (631) 298-1588 220-89 SCALE: 1"=2Q' N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk t COUNTY OF SUFFOLK OFFICE OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTIVE Sarah Lansdale Department of Commissioner Economic Development and Planning March 28, 2023 Town of Southold RECEIVED Zoning Board of Appeals 53095 Main Road FMAR 2.8 2023 P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Zoning Board of App Dear Ms.Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number The Endless Round LLC #7795 SE 220 Navy St. Trust #7796 Very truly yours, By Christine DeSalvo Theodore R. Klein,Principal Planner TRK/cd Division of Planning&Environment H.LEE DENNISON BLDG■ 100 VETERANS MEMORIAL HWY,11th FI■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099■(631)853-5191 FORM NO. 3 TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT SOUTHOLD,N.Y. MAR t,3. 2023 NOTICE OF DISAPPROVAL Zoning Board of Appeals DATE: March 10, 2023 TO: AMP Architecture (Pelzer) PO Box 152 Mattituck,NY 11952 Please take notice that your application received February 15, 2023: For permit to:Demolish existing dwelling and`construct a new sin leg family dwelling- at: Location of property: 220 Navy Street. Orient.-NY County Tax Map No. 1000 - Section 26 Block 1 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed construction on this noriconformina 12.326.2 sq.'ft. parcel in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20.000 square feet in total size-require a minimurn front yard setback of 35 feet.. The site.plan shows the new house to have a front yard setback of 22 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. Fee:$ Filed By: Assignment No. b APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 220 Street Navy St Hamlet Southold RECEIVED MAR 2,3 2023 SCTM 1000 Section 26 Block 1 Lot(s) 25 Lot SizeZZ Zone R-40�NgC� I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BU LD gI�O) C PN's DATED 3/10/123 BASED ON SURVEY/SITE PLAN DATED 12/14/22 Owner(s): Colin Cowley Mailing Address: 1005 South 1500 E, Salt Lake City,Utah 84105 Telephone: 631-603-9092 Fax: Email: susan.pelzer@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative:AMP Architecture for(x) Owner( )Other: Address: 10200 Main Rd Unit 3A Mattituck NY 11952 © ow 1 15-- Telephone: 516-214-0160 .Telephone: 516-214-0160 Fax: Email: Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), 0()Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SIT F � �T3 DATED 12/14/22 and DENIED AN APPLICATION DATED LL FOR: (X)Building Permit ( ) Certificate of Occupancy ( ) Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) 124 Article: )0(111 Section: 280 Subsection: Type of Appeal. An Appeal is made for: (�A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( ) has, 0() has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# 1� REASONS FOR APPEAL (Please be specific, additional sheets may be used with prepa 1 signature notarized): RECE , 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detri nt to ne b properties if granted,because: MAR �` x„23 the existing house,which is being demolish was also non-conforming.The new house will be u ated and add character to th neighborhood. otlmg BOaI G ct; i�peais 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: of the size of the lot.The location of the new house is in the best possible location,due to the new IA system being insalled and proposed parking. 3.The amount of relief requested is not substantial because: the existing dwelling was non-conforming. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: the proposed work will not be directly impacting the environmental conditions. 5.Has the alleged difficulty been self-created? { }Yes,or Xj No Why: Are there any Covenants or Restrictions concerning this land? { }No {x}Yes(please furnish a copy) This is the MIMMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Signature o icanN IrAuthorized Agent (Agent must submit written Authorization from Owner) Sw o befo me this day Of 20�. Notary Public gtAT......., Debook0dowskl NoraRr':. '- Notary Public,Siete of New York• * PUBLIC *? No.01OR6280392 `• Qualified in Suffolk County �'�N YOP�.�`� Commission Expires 05/13/20- APPLICANT'S PROJECT DESCRIPTION APPLICANT: AMP Architecture DATE PREPARED: b 1.For Demolition of Existing Building Areas RECEIVED Please describe areas being removed: removing existi.m dwelling. 3 707 i " 11.New Construction Areas(New Dwelling or New Additions/Extensions): Zoning Board of Appeals s Dimensions of first floor extension: 1,454 sf Dimensions of new second floor: 1,011 sf Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 26.4' Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: 1.9' Ill. Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: 2 story frame house(to be demolished) Number of Floors and Changes WITH Alterations:_proposed 1 and 2 story frame house with new IA system IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1,217 sf Proposed increase of building coverage: 540 sf Square footage of your lot: 12,326.2 sf Percentage of coverage of your lot by building area: 14.306 V.Purpose of New Construction: Proposed demolition of cxisting house and new 1 and 2 story frame dwelling VI.Please describe the land contours (flat,slope %, heavily wooded, marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Slope is flat. Please submit 8 sets of photos, labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes x No FRE� ;�a B. Are there any proposals to change or alter land contours? x No Yes please explain on attached sheet. -- AR'29, 3 X023 Zoning Board 01 C. 1.)Are there areas that contain sand or wetland grasses? NO 2.)Are those areas shown on the survey submitted with this application? 3.) Is the property bulk headed between the wetlands area and the upland building area? NO 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? NO Please confirm status of your inquiry or application with the Trustees: and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? NO E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? N(1 Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?_0If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?moo If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel single family residene and the proposed use same, single family residence. zo (ex: existing single family, proposed: same with gap6ge, Oool or other) 1 Authoriz d signature and Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town HallLzonin9d Southold, N.Y. 023UPDATED PRE EXISTINGealsCERTIFICATE OF OCCUPANCY App No Z-23972 Date OCTOBER 20, 1995 THIS CERTIFIES that the building ONE FAMILY DWELLING Location of Property 220 NAVY STREET ORIENT, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 26 Block 1 Lot 25 Subdivision Filed Map No. Lot No. conforms substantially to the Requirements for a One Family Dwelling built Prior to: APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z-23972 dated OCTOBER 20, 1995 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING & ACCESSORY STORAGE SEED The certificate is issued to SAMUEL E. & DALE D. SHAW (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-353763 - AUG. 30, 1977 PLUMBERS CERTIFICATION DATED N/A *PLEASE SEE ATTACHED INSPECTION REPORT. NOTE: THIS UPDATES CO Z-7329 dated OCT. 27, 1976. uilding Inspector Rev. 1/81 _ BUII.DTNG IYPMENT TOWN OF 5 DLD HOUSING CODE INSPECTTON REPORT LOCA'l'I ON number &'street municipality SUBDIVISION — MAP N0. I.OT(s)_ NAME OF OWNER (s) �f OCCUPANC,` _ (type)-. owner–tenant ADMITTED BY: ACCOMPANIED BY: RECEI�En KEY AVAILABLE SUFF.CO. TAX NAP NO. SOURCE OF REQUEST: DATE: MN 2 3 DWELLING: �J(1�I� 'TYPE OF CONSTRUCTION f STORIES I EXITS Board of�'p9 _ -0ning FOUNDATION CELLAR CRAWL. SPACE TOTAL ROOMS: IST FI.R. 2ND FI.R. 3RD FLR. BATHROOM (s) TOILET ROOM (s) UTILITY ROOM PORCH TYPE DECK, 'TYPE PAY10 BREEZEWAY FIREPLACE GARAGE DOMESTIC HO'TWATER TYPE HEATER ATRCONDITIONING TYPE HEAT WARM AIR 11OTWATER' O'I'LIER: ACCESSORY S'TRUC'TURES: GARAGE, TYPE OF CONST. STORAGE, 'TYPE CONST. SWIMMING POOL. GUEST, 'TYPE CONST. OTHER: ----------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------- VIOLATIONS: CHAPTER 45 N.Y. STATE UNIFORM FIRE PREVENTION & BUILDING CODE WCAT_ION DESCRIPTION ART. SEC._ In response to request for an inspection to see if violations listed in housing inspection of 10/25/76 (attached) had been corrected: Items / (1), (3), (4), (5), (6), have been corrected. Under Item 12 the water heater has a shut off valve – The kitchen range doesn't have a shut off valve at the unit, gas can be shut off at meter on side of house. REMARKS: INSPECTED BDATE OF INSPECTION Oct. 20, 1995 -- THWS J. ' SHER SND TIME START 12:15 PM 12:35 PM AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS i TOWN OF SOUTHOLD , 1 WHEN TO USE THIS FORM:This form must be completed by the applicaMSuffOW& is use permit, site lana approval, us iariance area variance or subdivision a rovion p p pP PP an agricultural district OR within 500 feet of a farm operation located in an trigt.��23 All applications requiring an agricultural data statement must be referred to n Department of Planning in accordance with Section 239m and 239n of the GalLaw. �,e_r ®t�P,' 1. Name of Applicant.-AMP Architecture 2. Address of Applicant: PO Box 152 Mattituck NY 11952 3. Name of Land Owner(if other than Applicant): Collin Crowley and Colin Crowley i 4. Address of Land Owner: 220 Navy Street Orient { 5. Description of Proposed Project: Proposed.neW 1 and 2.story frame house 6. Location of Property: (road and Tax map number) 220 Navy Street Orient(1000-26-1-25) 7. Is the parcel within 500 feet of a farm operation? {x} Yes {} No 8. Is this parcel actively farmed?-{ ) Yes {x) No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1(Tax Maw) 25-4-11 9 (Prop Address)680 Orchard St(Owner) Christine A Morton Owners Mailing Address:) PO BOX 134 Orient 2(Tax Map_) 26-1-33 (Prop Address•)765 King St(Owners-)WIliam Ryall and Barry Bergdoll (Owners Mailing Address:) 915 Southview Dr and PO BOX 57 Orient (Pleaseuse _e ke DO=are additional property owners) Signature o ., p.' n Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B , �:;`�r. Short Environmental Assessment Form MAS < -123 Instructions for Completing oni Part 1-Project Information. The applicant or project sponsor is responsible for the completion 4artn� espo&' Pz, become part of the application for approval or funding,are subject to public review,and may be subject to fart er verification. Complete Part Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Pelzer Residence Project Location(describe,and attach a location map): 220 Navy St Brief Description of Proposed Action: Proposed 1 and 2 story dwelling Proposed IA system Name of Applicant or Sponsor: Telephone: 516-214-0160 AMP Architecture E-Mail: nzebrowski@amparchitect.com Address: PO Box 152 City/PO: State: Zip Code: Mattituck N.Y. 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: SOUTHOLD TOWN BUILIDNG DEPARTMENT X 3.a.Total acreage of the site of the proposed action? 28 acres b.Total acreage to be physically disturbed? UT-acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •28 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial XResidential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑Other(specify): ❑ Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built o�t�r��I NO YES landscape? / �(_�` X 7. Is the site of the proposed action located in,or does it adjoin, a state listed Crirtt���� NO YES If Yes,identify: D X 8. a. Will the proposed action result in a substantial increase in traffic above pr sent lev � 2 3 2023 NO YES X b.Are public transportation service(s)available at or near the site of the pro dXW"* and of App X c.Are any pedestrian accommodations or bicycle routes available on or near site of the propose 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: PROPOSING�W IA SYTEMIA SYTEM X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban EXSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? [2 NO ❑YES X b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO 29 YES GUTTERS AND DRYWELLS WILL BE INSTALLED TO CONTROL RUN OFF Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: RECEIVED, MAR 2, 3 20,73i 9 c 20.Has the site of the proposed action or an adjoining property been the subject of r mediation(ongoing or NO YES completed)for hazardous waste? Zoning Board of hep �is If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE A � Applicant/sponsor rale: rl \2 C_I V Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. RECEP,, w 1` MAR 2 3 2323 Zoning Board of Appe 1 ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Zoning Appeals Application _- RECEIVED AUTHORIZATION MAR"2 3 2023 (Where the Applicant is not the Owner) Zoning 50Z:d of R(.:peals_ I, residing at 1p05 50A 15PO 15 Salt IAS e, c.t'f� fah ( nnrp ) (Mailing Address) �y5 do hereby authorize AMP Architecture (Anthony Portillo) (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner'signature (Pent O)Aner's Name) Board of Zoning Anneals Application AUTHORIZATIONR � (Where the Applicant is not the Owner) MAR a Zoning :r 8e-er1e-� C-0�40-y residing at -lo! Io f=f ( ) (Mailing Address) �vs�EE N,41� yo rkz.. /VAI OO do hereby authorize AMP Architecture(Anthony Portillo) (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. (Owner ignature) C-Q(►r-I be -r ara ($� (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on thepart of town officers and emnlovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME:LAH I-�4�. Cao i y-). ✓4��;�Y (Last name,first name,middle ini' ,unless you are applying in the name of someone else or other entity,such as a company.U so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) ERECEIVE]D Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the townofficer or employee owns more than 5%of the shares. YES NO V/ If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of 20 Signature Print Name Cao( i Cil,•/ -P APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emplovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME • •(Last name,fust name,mid a mi ess you ire applying in the name of someone else or other entity,such as a company.If so,indicate the other pe n's or company's name.) TYPE OF APPLICATION: (Check all that apply) RECEIVED Tax grievance Building Permit 3 �� Variance X Trustee Permit MAR 2i 23 Change of Zone Coastal Erosion Approval of Plat Mooring ltd 9f I§ Other(activity) Planning 7Lnn°,r<ti _ Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest.`Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicanttagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 1001fty of .2 Signature Print Name I RECEIVED MAR 2 3 2023 Zoning Board or Appeals 0 NAVY STREET TRUST September 02, 2020 LA-N OFFICE'S BRIAN A. RAPHAIN, P,C. ? PENH PLAZA, S6.kITE 810 NEW 'n'O�:K. NEW YORK IDWD1 Grantor and Trustees CjI- -]r hrL 11tes thj,.s agci�mientOTI e. 20Z,:, 7rcily exc_ ui-1dQrREQBjWRDd Gralltor ct��fics that hi;or she bas rc.jd this agmewant,that he or-4� ,t corrcctly statt_ xihic the tT s,to be admte.ved t1le rdrN' ,PD)vision.- je,,r t prope LIn, -b that MAR 2 3 2023 and distributed by the Trustce. /12;ining Board of Appeals • c(�LQ,41K RNAIRD 'COWLE V, Grah:'Cor and Trustee STATE OF NEVV YORK (',OLjN'I-Nr, FNIEWYORK ss_- igned, ()a the.:i- 4-NP Of-2L. in the year berare me, tile- I'Lldcrs- 0,%V LF ,y,per&onaj[y k-n(vivii to me or proved tt, personnily appemaw��cd FIERNTARD C- -'se D3nIc is'5ubscr'bt�d to MO.Ot,the J)asis of satisfactoi'r cv!(Lenjae to b(-- the imlividu'11 IAIIL file. within L-Ustfmuc-rLt and acknowied-ged to me that fac c.,cecut)c(j the same in hi-.-; capaciq,, jj'le.111dividual. OT tile.pe"on on belialf of whicli i- ature on the histrtmient. wid that dry his s gn t 'n d thL�histrurnefit- he 1.dividual acted,exocae J-AM E-ESHA A-FtOBERTS KOWY Publlr�St'ata of New Yolk No,al'SO6404790 QuaflEwd in KnIC,counly Oommlvsion Eq*cs an*Z 220 Nxvy SLTeet Tni,,-,t U? Bria,-L A-Rmpjvq,,P.c.,7 Penn Pt-,17,- i fj, le,P yojj�c,NY 1,ON 1 278-3200 cou'lN cowmw,-rytzime— Mc." Z01 rn RECEIVED Natm Public Stati, of Utah rr 27 My 4:�Oialalafi EXI iles on' 0 07 3 ' AAR 2 3 2023 COUNITY OF SS., JN QWm,Numben ' OSM Zoning Board of Appeals Oil tile 5�tc�tav of in the Y,,,, 2.,Z, Me 1C p-.rsonally appt:amd COLLIN C.0V.TJ-,,Y,pt.rionsilly -'Icnowt to Triv,or pTuv-.d to TrLU 01) Lhe 1,-ZSjS of UVider-.Ce tis be the. IwEvidual whose.awme lssu'bsedbed to the vdthirl i wzburrmn-it and aeksiowkAlged to rve Etat lic txueutcd the same,hi his cApacity,ml filat by hill sip ji-a-wEr, on thG inqmment, dic indi7iidual, or thr. r=ron (in bubatr of the indi-vidixal amcd, vN mttm kb;in Irtrmf�nt- Notarj Nblic 220 Navy Sueet Tm2t 23 nT iffil A. R21117;181�P.C, 7 ft-M) Maza, Suite P VD,Nc'w YGT'r1-,NY i MM( (212)27S-IQUA) s3Si900 BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 ' /V�/�� CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER ANDI� ` PURCHASER BEFORE SIGNING. 11 VVV V 9>r THIS INDENTURE,made the gday of c5�tFtZE �r-t' 2020 RECEIVED between MARYELLEN KERNAGHAN a/Wa MARYELLEN KERNAGAHN MAR 212023 residing at 521 E 6TH Street,#2,New York,NY 10009 party,of the firs tpai%and Zoning Board of Appeals COLIN BERNARD COWLEY and COLLIN COWLEY as Trustees of the 220 Navy Street Trust 79 West 12'�Street,Apt.10A,New York,NY 10011 party of the second part, WITNESSETH,that the party of the first part,inconsideration of Ten Dollars and other lawful consideration,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at Orient,Town of Southold,County of Suffolk and State of New York. D—t co o SEE SCHEDULE`A'ATTACHED HERETO AND MADE A PART HEREOF S -oZ 6•o a Being and intended to be the same premises described in Deed recorded in Liber 11749 Cp.585. 3-01,00 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the centerlines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first"part in and to said premises, TO HAVEAND TO HOLD the premises herein granted unto the party of the second,part,the heirs or successors and assigns of the party of the second part forever. AND the party of the fust part,covenants,that,the party of the first part has not dorib=or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND.the-party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this;indenture so, requires. IN WITNESS WHEREOF,the party of the first,part has duly executed this deed the day and year first above written. (MAR RNYAIG � NYSBA Residential Real Estate Forms on HotDocs(9100) Copyright Capsoft'Development -I- RECORDED Number of pages 4 11/14/2020 8:49-:13 PM JUDITH A. PASCALE CLERK OF This document will be public SUFFOLK COUNTY record. Please remove all L D00013078 Social Security Numbers P 13S prior io recording. 20=10339 Deed 1 Mortgage Instrument Deed!Mortgage Tax.Stamp. Recording;/Filing Stamps 3 1 FEES. / 'Page I Fling Fee 20.00 Mortgage Amt. 1. Basic Tax _ Handling 20. 00 2. Additional, �EEwED TP-584 5.00 Sub Total _ Notation 0..00 SpecJAssit. MAR 2 3 NZ3 or IV' EA-52 17(County) 5.00' Sub Total 50-.00 Spec./Add. p �5 ro f APP EA-52-17(State)_ 125.00 TOT.MTG:TAX offing — R.P.T.S.A. 200.00 Dual Town on" Held for Appointment Comm.of Ed. 5• 00 Transfer Tax 2,796:00 i + Mansion T 0.00 on ax Affidavit �s' . — r �, Certified Copy 0.00 The property covered by this mortgage,is or-will be improved by a one-or two NYS'Surcharge. 15. 00 345..00 family dwelling only.. Sub Total. YES or NO Other 395.:00 Grand Total If NO,seer appropriate tax clause on page/} of this instrument. 4 Dist. Section Block Lot 5 Community.Preservation Fund 20043725 "1000-026.60-01.00-025.000 4 0 0 0.0 0, Real Property Consideration,7Rmount $ 99, 'Tax Service P T s Agency R APO'A g Y �oi3t�zozo CPF Tax Due $ 10,9$0.00 Verification Improved x 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land Metropolitan Abstract Corporation TD 10 1 Old Country Road, Suite 140 Carle Place NY 11514 TD TD (Nail to: Judith A. Pascale, Suffolk County Clerk 7 Title.Corn Information 310 Center Drive, Riverhead, NY 11901 Co.Name www:suffolkcountyny.gov/clerk Title# g Suffolk Countj Recording & Endorsement Page This page forms part of the attached DE® made by: (SPECIFY TYPE'OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD In the VILLAGE or HAMLET of BOXES.6 THRU S MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING '12-0I04.oukk (over) STATE OF NEW YORK. ) ss.. COUNTY OF NeLp L JLX- , ) On the 15 day of 5eP}Vw� zi0he y9ar2020,More me,the undersigned personally appeared Maryellen Kernaghan, pr me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity,that by her signature on the' ant,the individual,or the person,upon behalf of which the individual acted,executed the instrument. ,Irq�ela-Al X60-VAgjAH10 RECEIVED MEMAZ NORM — NotW hblre,ate of Now York MAR 2 3 2023 No.OINMIO104 NOTARY PUBLIC QLlifled m QLwm CO1nty Commission EViresAuy'l8 2022 Zoning Board of Appeais DEED jt-S1, i Geo Title No. Section 02 6.0 0 Block 01.00 KERNAGHAN: Lot 025.000' County or Town SUFFOLK To COWLEY AS TRUSTEES Return By Mail To: Edward Wiener,Esq. Stein,Wiener&Roth,LLP 1 Old Country Rd. Carle.Place,NY 11514 Reserve This Space For Use Of Recording Office METROPOLITAN ABSTRACT CORPORATION Ore Old Co Road Carle PAM NOW YO*11514 NYSBA Residential Real Fsmate Forms on HotDocs°(9/00) Copyright Capsoft°Development -2- METROPOLITAN ABSTRACT CORPORATION Title Number"5351500 SCHEDULE. "A". RECEIVED ALL that certain plot,piece or parcel of land, situate,lying and being in the'Hamlet of MAR.% 3 2023 Orient, Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a monument,on the southerly side of Navy Street,distant 191.32 feet Zoning Board of Appeals easterly when measured along the southerly side of Navy Street from the comer formed.by the.intersection of the,southerly side of Navy Street with the easterly side of Bay Avenue; RUNNING THENCE North 86 degrees 18 minutes 20 seconds East along the southerly side of Navy Street, 115.76 feet to land now or formerly of King; THENCE South 04 degrees 05 minutes 30 seconds East along last mentioned land,104.68 feet to land now or formerly of Nolan; THENCE South84 degrees 28-rriinutes 00 seconds Wesf along last mentioned land,115.:68 feet to a.monument and land now or formerly of Berner, THENCE North 04 degrees 09 minutes 00 seconds West along last mentioned land,108.40 feet to-the monument on the southerly side of Navy Street at the point or place of BEGINNING. The policy to be issued under this.report will insure the title to such buildings and FOR improvements erected on the premises which by law constitute real property. CONVEYANCING ONLY TOGETHER with all the right,title and interest of the party in the first part,or,in and to the land lying in the street in front of and adjoining said premises. AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: PORTILLO,ANTHONY �, (Last name,first name,middle initial,unless you are applying in the name of someon else or other entity,suc as a company.If so,indicate the other person's or company's name.) RECEIVED TYPE OF APPLICATION:(Check all that apply) MAR 2 3 2023 Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Zoning Board of Appeals Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day ,20-23 r Signature Print Name C,Y1 1 0 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS RECEIVED 1. All applicants for permits* including Town of Southold a encies,MStl�lp A44te th s CCAF for proposed actions that are subject to the Town of Southold Wa eMnt Consistency ReHu iLaw. This assessment is intended to supplement other information us dZ��� q% °� SMAd agency in making a determination of consistency. *Except minor exempt actions cnc u cngding Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 26 _ 1 _ 25 The Application has been submitted to (check appropriate response): Town Board © Planning Dept. D Building Dept. © Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: PROPOSED 1 AND 2 STORY NEW DWELLING Location of action: 220 Navy St Orient Site acreage: .3 acres Present land use: Single Family Residence Present zoning classification: R-40 NC s T 2. If an application for the proposed action has been filed with the own 4(fi" o42gency the following information shall be provided: (a) Name of applicant: AMP Architecture Zoning Board of Appeajs (b) Mailing address: PO Box 152 Mattituck NY 11952 (c) Telephone number:Area Code( )631-603-9092 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No© If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. X❑Yes ❑ No ❑ Not Applicable THE PROPOSED WORK WILL ENHANCE THE CHARACTER OF THE NEIGHBORHOOD. AND PRESERVE OPEN SPACE. THE WORK WILL NOT AFFECT THE COASTAL LOCAION. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑X Not Applicable .:.fit„�°r�. ::.�"•" v Facing South: Front of the Dwelling Facing Southwest: Front/Right of the Dwelling 4 ECEIVEF kIAR 2 3 2023 Board of Appeals F Facing West: Right side of the Dwelling Facing North: Rear of the Dwelling Pelzer Residence-220 Navy St, Orient Applicant:AMP Architecture All Photos Taken:07.19.21 i 140-- Facing 0--Facing Northeast: Left/Rear side of the Dwelling Facing the West:Vie oad to Village Ln RECr'r _ ,R, �, MAR 2 3 2023 Zoning Board of Appeals � A l" Facing North:View away from the Dwelling Facing East: View from the road to Navy St Pelzer Residence-220 Navy St, Orient Applicant:AMP Architecture All Photos Taken:07.19.21 TOWN OF SOUTHOLD PROPERTY -- 26 -1-2,r OWNER - DIST 0 STREET VILLAGE SUB. LOT Y 1-4 k�,?(!2 a. FORME lk OWf�ER N E ACR. 4. V, 7� S W TYPE OF BUILDING ZES. f d SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKSJd 1,2 J 7 a zo 12-5 J4S-- L a4141 4Z k�C44 CA Ci t)0 700 L A t 7'7 6 0 &;,o o 4qo_a :7/ 1 / A[ AGE BUILDING CONDITION N E(V NORMAL BELOW ABOVE TA(�—M Acre Value Per Value J N Acre 0 =3 tillable 1 moo nm Tillable 2 m 0 to t� Fillable 3Na m > A/oodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD "? , louse Plot DEPTH 1 ,02 BULKHEAD otal DOCK 1p MONO ■ ■■■■■■■■■■■■■■■■■■■ -" ■■■■■ ■■■■■■■■■■■■■■■■■■■ i• I! i Y Y.' N it�. ' 1 ■■■■■ ■■ �_��■■■■■■■■■■■■■ MONO■■■ ■■ 1'1I■EIV■ MMMEMMMM■ME MM■■■IN MMMilt►�1NI UM MEMO■■■■■■■ . MM IMM ■■Mini IMMMMMM ■MMM■MM ■t1O EMM I_IMMMOMEMM■M M■■■MMM MMEMM ■■MM■MMM■■ME M■■MIM M MEM■NM■■EM■■MM■MM■■M MMM■■■■ M■■■EM■MEMM■■MMM■M M MMEMIMEEMM MMMMM ■■M M IME MMMMMMMI MMMMM •• • •• • .• WAVAK �■ • ent Ext. Walls Interior Fi ish Fire Place •— = Kooms I st Fromorm ZBA CHECK FEES - 2023 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/20/2023 Carey, Patrick 7794 $750.00 124 3/31/2023 3/22/2023 The Endless Round LLC 7795SE $2,400.00 1011 3/31/2023 3/23/2023 220 Navy St Trust 7796 $750.00 2320 3/31/2023 3/27/2023 Scoufaras, Peter 7797 $750.00 6532 3/31/2023 3/30/2023 Perry, Matthew 7798 $1,250.00 160 3/31/2023 3/30/2023 McCulloch, Kenneth 7799 $1,250.00 8727 3/31/2023 $7,150.00 RECEIVED APR o 3 2023 Soulthold TOWn Clerk own of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/04/23 Receipt#: 309163 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7794 $750.00 1 ZBA Application Fees 7795SE $2,400.00 1 ZBA Application Fees 7796 $750.00 1 ZBA Application Fees 7797 $750.00 1 ZBA Application Fees 7798 $1,250.00 1 ZBA Application Fees 7799 $1,250.00 Total Paid: $7,150.00 Notes: Payment Type Amount Paid By CK#JUD $1,250.00 CK#1011 $2,400.00 CK#124 $750.00 CK#2320 $750.00 CK#6532 $750.00 CK#8727 $1,250.00 Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: En-Consultants, Inc. 1319 North Sea Road Southampton, NY 11968 Clerk ID: JENNIFER Internal ID:7799 36b59531-5a23-4c58-8972-da30b04c82c5 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York. I certify that the public notice, a printed copy of which is attached hereto, was printed and published in this newspaper on the following dates: June 29,2023 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county,and as such, is eligible to publish such notices. v\� Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 29 day of June 2023 L;a Signat a ����ja"A"'"'g►F�►,,. `sad`°°�°�!"_.�t'S,7 y�/ i��/�✓','e ' ,88\JJ0.9 .• •• 6SlI�, r o` � •.• S'I'A'CE ••'. '� �. OF NEW PORK ' NOTARY PUBLIC : N s ALBANY ry o OIRE6398•443 O v ' Notary Public Stamp SOUTHOLD TOWN BD OF APPLS 1 V 36b59531-5a23-4c58-8972-da30b04c82c5 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS TH U RSDAY,1 U LY 6, 2023 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold,the following"IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road;Southold, New York 11971-0959,on THURSDAY, JULY 6,2023: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. See link on our website: http:Hsoutholdtownny.gov/calendar.aspx. 10:00 A.M. -VERONICA GONZALEZ#7767—(Adjourned from April 6,2023) Request for a Variance from Article III,Section 280-15; and the Building Inspector's January 20, 2023 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at 1) located in other than the code permitted rear yard; located at:285 Oyster Ponds Lane,Orient, NY.SCTM No. 1000-25-1-7. 10:10 A.M.-NANCY BURKE#7792SE-Applicant requests a Special Exception under Article III,Section 280- 130(13). The Applicant is owner of subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure; located at:625 Woods Lane, Peconic, NY.SCTM#1000-86- 6- 7. 10:20 A.M.-KENNETH AND ELIZABETH MCCULLOCH#7799-Request for Variances from Article Ill, Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's February 17,2023,Notice of Disapproval based on an application for a permit to demolish(as per Town Code Definition) an existing dwelling and reconstruct a single family dwelling,and construct an accessory in-ground swimming pool, at; 1) pool located in other than the code required rear yard;2)construction located less than the code required minimum front yard setback of 40 feet; located at 1605 Parish Drive(Adj.to Southold Bay), Southold, NY.SCTM No. 1000-71-1-15. 10:30 A.M.-PATRICK CAREY#7794-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's January 20,2023,Amended March 16,2023 Notice of Disapproval based on an application for a permit to demolish an existing garage,construct a porch addition,and build a new garage at; 1)more than the code permitted maximum lot coverage of 20%; located at 1930 Sigsbee Road, Mattituck, NY.SCTM No.1000-144-1-14. 10:40 A.M.-220 NAVY ST.TRUST,COLIN COWLEY#7796-Request for a Variance from Article XXIII, i SOUTHOLD TOWN BD OF APPLS 2 I 3 6 b 5 953 1-5a2 3-4c58-8972-d a 30bO4c82c5 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times Section 280-124; and the Building Inspector's March 10, 2023, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling, 1) located less than the code required minimum front yard setback of 35 feet; located at 220 Navy Street, Orient, NY.SCTM No.1000-26-1-25. 10:50 A.M.-MATTHEW AND JILL PERRY#7798-Request for Variances from Article III,Section 280-15; Article XXIII,Section 280-124; and the Building Inspector's January 18,2023, Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool,at; 1) located in other than the code required rear yard; 2) more than the code permitted maximum lot coverage of 20%; located at 3200 Camp Mineola Road, Mattituck, NY.SCTM No. 1000-123-5-36.2. 11:00 A.M.-KATIE AND JONATHAN VIGDORCHIK#7802-Request for Variances from Article III, Section 280-15;Article XXII,Section 280-116A(1); and the Building Inspector's February 23, 2023,Amended March 27,223 Notice of Disapproval based on an application for a permit to construct an accessory swimming pool; 1) located in other than the code permitted rear yard;2)located less than the code required 100 feet from the top of the bluff; located at: 17975 Soundview Avenue,Southold, NY.SCTM No. 1000-51-1-7. 11:10 A.M.-1280 COREY CREEK, LLC#7774- (Adjourned from May 4,2023) Request for a Variance from , Article XXIII,Section 280-124; and the Building Inspector's November 18, 2022,Amended January 23, 2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two story single family dwelling at; 1) located less than the code required minimum front yard setback of 40 feet; located at: 1280 Corey Creek Lane, (adj. to Corey Creek)Southold, NY. SCTM No. 1000-78-4-17. 1:00 P.M.-RQA PROPERTIES, LLC#7800-Request for Variances from Article XXIII,Section 280-123A and the Building Inspector's March 15, 2023 Notice of Disapproval based on an application for a permit to legalize several "as built"additions and accessory structures at an existing auto body repair business 1) A nonconforming building containing a nonconforming use shall not be enlarged,or structurally altered or moved, unless the use of such building is changed to a conforming use;2) "as built" improvements results in increase in floor area greater than prior alternative relief that was previously granted in ZBA File No. 5759 dated December 27,2005; located at: 29950 Main Road,Cutchogue, NY.SCTM No. 1000-102-3-1. 1:10 P.M.-CONSTANCE LEVY#7801- Request for Variances from Article III,Section 280-15;Article XXII, Section 280-116A(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 1) 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 rearyard; located at:405 Soundview Avenue, Mattituck, NY.SCTM No. 1000- 94-1-2. 1:20 P.M.-JAMES BURLEIGH MORTON AND CAROL DEGRAFF MORTON (MORTON JB LIVING TRUST s I SOUTHOLD TOWN BD OF APPLS 3 ' I I I I 36b59531-5a23-4c58-8972-da30b04c82c5 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times #7803-Request for a Variance from Article XXIII,Section 280-124;and the Building Inspector's March 27, 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 40 feet; located at:495 North Sea Drive,Orient, NY,SCTM No.1000-15-6-3. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/weblinl(/Browse.aspx?d bid=0. If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: June 15,2023 ZONING BOARD OF APPEALS-LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road(Office) 53095 Main Road (Mailing/USPS) P.O. Box 1179,Southold, NY 11971-0959 I i SOUTHOLD TOWN BD OF APPLS 4 I �f I BOARD MEMBERS �QF S0!/ Southold Town Hall Leslie Kanes Weisman, Chairperson O� Tyol 53095 Main Road-P.O. Box 1179 Patricia Acampora Q Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento A��O 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JULY 6, 2022 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, JULY 6,2023: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownnv.qov/agendacenter. Additionally, there will be a link to the Zoom Webinar meeting at h_ttp://southoldtownnv.qov/calendar.aspx. 10:40 A.M. - 220 NAVY ST. TRUST, COLIN COWLEY#7796 - Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's March 10, 2023, Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling, 1) located less than the code required minimum front yard setback of 35 feet; located at 220 Navy Street, Orient, NY. SCTM No. 1000-26-1-25. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/webli nk/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email:kimfCMsoutholdtownny.gov. Dated: June 15, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Slgf F Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 4 Southold, New York 11971-0959 ®� Fax(631)765-9064 ZONING BOARD OF APPEALS , 0\0 DATE: June 5, 2022 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually, for health and safety reasons, we will continue via Zoom Webinar, as well. Therefore, the July 6, 2023 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions required=to prepare-for the_-ZBA;publie;hearin which includes: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than June 28,2023.To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of Your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adiourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by June 28, 2023, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public Heai...a Page 2 AA MAILING INSTRUCTIONS: Please send by USPS Certified Mail Return Recei the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by June 19,2023. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kim&southoldtownny.gov or elizabeth.sakarello s ktown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls>2010-2021 >2021 http://southoldtownny.gov/DocumentCenter/View/8779/FinalRo112021-Amended IMPORTANT-INSTRUCTIONS: _ = Scan and email the­USPS maihng4 receipts, green signature cards and affidavits;fo kimf(a southoldo_wnM:i6 and **VR0MPTLYFUSPSMI ** hOR9GIN' 01 e= "x the To of Southold,=ZBA, P:O _Box 1179, Southold, NY-=1197=1. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records L-rn:.lrn:z�rt:! 4rt-cic•'s iit:u� Pi"x L10 t.. ;b. }. : .Y ss:.i "•r 'Cin:,:a�- f--•:• Y' F' rya•".v, .i".ti.w��-:•. �::�'"g � �Y.r. ,�;._•��:.;rT�`^.a�,r ix; .ii:t�t;,4�'•..' ''r'„.: y}''t��'�'�” •"'�: nr'R'',��: 1t '. �,�.[+r;_� a, J­^:, c°l C y�:ri, Y( '• 1 w� ±•r 3J,twF' 1:' 4 4 hr }y?`. ' { 4.: �`'''�•Tr'>e".tn.•v r,-`�i- `��.�i•�w-:`•r,:(�e;{,Ir..�s)jAd..;t s^�)�� T?l. l:L�.l� 4 XA•'--_� r-a-_r•.;.. {;., t.;rr=_' =•I'.0 n,' -- � t _ < •r 3,4.E y.. r'- _ e _ Fac ,�7^••''�-•t,-`rr„�;;•:..�.j .,}a}?•[y' ":..r k:... ,.A' � �u•-.:�i .': N'.'�:i-c r'aj f•�•+r�,p.L Fes+ a •'"Y ica. -/-'.' 't -:�-^ ,�.,�t;,R tii�3,���1•t{y r'a'_v.-,.r,;:.•;�. ¢rs33':..:.��. 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Laserfiche Instructions ZBA Files 4 1 Page 2 v Laserflchc WehLlnk £_ ;iomz Browse Search :+-..i ^>Zoning Board of Apoeals(ZBA) Zoning Board of Appeals r;ane cage cn�nt Tampere name (ZBA) A!pnaCehcal•I'.. Entry Properties - B.ar±emnns d" Laserfiche Search Gu,[e3 Path meeOng Scheau:e5 .,;:eu:.:Z!=•� - Umutes/Agendas/Legal nlorlc-Heanngs Creation date pending Reports Last modified Special E•:ent Permrcs -Tra'nng Requirements ZB>OYclals Hletdddl3 -Z3>=eleclps 1.,^.N dat'15�,r -xcepLpns Last Cade 230-IOC(3) 1 fur sdi—n Wong -_ ZBA B00%of.Happe±19:7 E-:ng Lots 'd9 ecedure&0.nult: m;hedth-pep-; r=eses2 -:Bulk 5chedu.es 5 green-nzl.C.,-ac!s&eases ?ao�'C IL Enides Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. ;.Most lisitecl Getting Started a Southold,NY-Officia... /'d'1 NetZero-My NetZero... Date Duration Calcula... 5i T—OfScuthold-La._ . Scuthold-Car Laserfi=he We�Link Y" Nome Browse Search -iCSCut c._. a J?.:s,_ :a Pending I --- Pending Name 9025 MAIN ROAD LLC,CARMNALE Entry Properties C 8:L REALTY-''Withdrawn Path JEMCAP SD'LLC - - - PECONIC RECYCLING TRUCK + - THE ENCLA4E5 Creation dateJ 37370-=rend 1000-128-6-6 +17379-Sc!utions East 1000-13-3-1 Last modified - .: 97333-Spiller 1000-59-5-6.3 i°.1 c7384SE-i',NF Resorts,f.lydon Resorts-Campgrou fid-1 C'GO-40-3-5 Metadata J;17385 SE-Pried;000-50-1-13.1 37336850 Balj'ler+Dive-LLC 1000-37.-5.10.1 87337 Hard Corner 1000-61-4-1 '.'l¢%337 Hard Corner-SITE?LAV-Arch Plans'00D-61-4-1 7333-1.9nton Irrev.Trust 1000-128.-2-20 -i=7389Benic 1600-71-1-4 Psge t . Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 1 Liserliche WebLini< Home Browse Search Zu 'n ,Board 4czi,,s Board Actions N.— aunt rempla[e name Entry Properoe5 -957-1.79 19GG-1999 Path 2000 200; Creation date 2002 2003 Last modified 2004 7 2005 Metadata 2006 2007 2009 2009 2010 2012 2013 2014 2115 2017 Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". 1... -.4 2017 Iasi mWl ed 17 2 rnd- Above: See listed File Numbers. Click on file you are searching. e Laserfiche Instructions ZBA Files Page 4 l .IF Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche Web Link ii:A<?'� •• Home Browsz search .............. ,. _ .... Relevance „, -- 7016 ney na•�a - ,;,,- I. .. Page count:83 Template name:Board Actions Reset -_...:Cohn and Knsten Cashel P RGCER T r LOCATION::6.1 Lowe'Snln,Aa rI" _...-9.2017 17016.C-1 a?SCTM NO 1000-8-1.26 m:nmus aop—1 to remo.. -gc 5._y-9.2017-%C16Osnet SCTM No.100G9-1.26 GRANT.the.•anances as... iee•d,:e.,.� =re 5...COLIN L K315T_N CASHEL 5--*N 008 3LOC... __:0..T1oma3 rnlg!ern Caahel;.PO Box 332 Flsner3 6 Sho,,mnr_infam,aVc— 7018 Page count:55 Template name:Board Actions l.: ....9:30 AM.-COL:N CA�HkL AND•!anances under A,ccle Id.S -,on ANN... .a—.tsl KR 5T EN CASHFI=-,016-aecu23t pr000sea L,ell-s`c,ated n other lha.. - 'il:rl\v mO'e in(nfm JLlGn.. Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserilche WobLink Home Browse Search .•vl'C't•n-'':7 Lm >;af' `n0?il ':5�I Ml nutesrAgendasrLeval Notices!Hear ng5 Minutes/Agendas/Legal Name Page count Templam name Notices/Hearings 1957-'373 .. -Entry Propenes - 1850-1999 2000-2009 Path 2010 Zen 201: Creation date 1013 201- Last modified 2015 1015 d-.',-:.c1 ,•'1 p. !1 Ent: Above: Also, Minutes, Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche Wcbl-ink RE—1 dome Browse Seard, -J X I:ad IS:-;DA� 2017 2017 N— gage 1-1 Template name ZSA-O 1105/2011 7 Entry Properties ZSAD1/0512017 Agenda 'r Path 18A-1)1/05/2017-ea,n¢ 40 a:11-11's. 2SA-D1/05/20 17 LN 3 1 L:--.Are'!J :i ZRA-O7/19/2017 2 Creacion date Z3A-0 I 119/2017 Agenda Z3A-02102/2-017 7 Last modified ZBA-02/0--;201 7 A.—da .!'W-"!. ,ZBA.02,10:12017 H=a—g 65 ZSA 02/OZ/2017 LN 3 ZBA-02,'1612017 Agenda 3 234-021l 6/201 SpeC!ai 3 :,d,re 3Z Resuin- Z3A 0310-212017 m;health/pap-smeaFllse•.2 7BA-03,02/2017 Agenda 7BA-03i01/201'---2 .55 -1 3A-031OV2017 LN 3 23A 03116/2017 Agenda 3 ZEA-0311612017 Special 3 ZEA 0106/2017 5 ZEA-Ci-'10612017 Agenda I ZEI-Od-06/2017 ear- 15 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//Southoldtownny.gov/calendar.aspx 'FAME 220 NAVY ST . TRUST # 7796 SCTM # : 1000-26- 1 -25 ARIANCEm YARD SETBACK VEQUESTO DEMOLISH DWELLIN AND CONSTRUCT MEW SINGLE FAMILY DWELLING E ATE THURS. , JULY 6, 2023 10:40 AM (ou may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 Fuentes, Kim -'AA From: Mary Korpi <maryko50@gmail.com> A 'C Sent: Wednesday,July 5, 2023 2:20 PM \ To: Fuentes, Kim Subject: 220 Navy Street, Orient JUL Dear Southold Town Board: It's come to my attention that the home on 220 Navy Street in Orient that Stella Prince Term 9tf bier"hP�spa d, George Terry,which he built in 1904 is being brought before the board for possible demolition. Stella Prince was the only woman to serve as a lighthouse keeper at Horton Point Lighthouse and as such this home retains significant historical value to the community. While I'm not suggesting that the home should not be demolished, although it will break my heart- I am concerned that the owners recognized the historical value and have professionals with an understanding of its significance to evaluate how to best save at least the parts of the home that may be salvageable for reuse. Thank you for your consideration, Mary Korpi Author,The Lady Lighthouse Keeper 516 342-0997 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 0ab ooy �ei^� - -�rD w`- r Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com June 29, 2023 11 Mrs. Susan Pelzer 220 Navy Street Orient, NY 11957 Re: House location -220 Navy Street,Orient, NY As requested, I received approval from the Suffolk County Department of Health Services (SCDHS)for a new onsite wastewater treatment system(OWTS)which includes a new Fuji Clean I/A unit and leaching pools under SCDHS Ref. no.: R-21-1402 for the above referenced project. The OWTS was located on the property to maximize the setbacks for the onsite and adjacent wells to the OWI-S, setbacks to the onsite well to adjacent septic systems and to preserve the large tree at the southwest corner of the property. A SCDHS Board of Review Variance was required since the 150' minimum setback could not be maintained between the onsite well and OWTS and adjacent wells and septic systems. The Board of Review approved the project as proposed because the well and OWTS was proposed in the most suitable location on the property, the OWTS will not impact any neighboring water supply wells and will function properly without causing any health hazard or detrimental impact of the surrounding environment. It is my professional opinion that the house should remain in its existing location as proposed. Relocation of the building requiring relocation of the OWTS will have a negative impact on the adjacent properties and will require additional review from SCDHS along with a.Board of Review Hearing. Sincerqly, l John J. Condon, PE A Qa-a ---- ERST. ------------------- -� - I ----- —•— -- --------------"---- -------_.----%--/-----------.— � I _ �Ex- i PROJECT o LOCATION d j j / I 'I I \ •I I / I SCTM#1000-26.-1-26 OWELUNG.IFRIVATE \ 3✓?� j / I WELL WATER I SCTM #11100-26.-1-2z\ I ORIENT HARBOR OYYELIUNG1!PRNATE 23 DWELL :3 x/PRIVATE \ I I j / WELATER WELLWATER LW \ 'I i ! \ _ ! LOCATION MAP ---- -----------I. GENERAL NOTES - I. AL AIATEWALS AND NTHODS OF DONSTRUCTION SHALL CONFORM TOTHE STANDARDS AND BPECIFICA71-OF THE Df i \ Ij LOCAL TOWN ORWUAGE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED EXIST HOLE. F. 0 - 2 BDAOARYANo T0POGRAPMCWFIX4 IONFROMS'JRVEYBYNEWJETHMWOIONJKIAN05'JRVEIINGTAND j ! / EXTENT OF E%ISi. j V♦RE sold I _ / SEPTIC SYSTEMS G0.0u0 'EApr.i I \ I SURVEYOR UR TIA OR5ATTEDAPRL IR IANDTO SANITARY NNVD AA ANNS BY AMV ARLMTELT'ORE LLC DATED FEBRUARY 102022 !-ST-11 ST I / _ REMOVE PER SCDHS IA STANDARDS I I i EXIST) ;'oast.) PROPOSED RO x 7'DEEP I , II S TTVORXHEDO H C0.YTeALTORI5A0uiSEDYALL S'.IBSIIRFA^_c 4 0YS D'AIY DN iIEaEPIANSIS COy EEPNALANOF I I - - j LEACHING POOL(TYP.OF 5) I 1 I MOST BE C01•FORME(1D ACCDROWSLY IN THE Fl__D. 11 .68' I --------------------�µl I I 4 AAANIMJMSEVMAmON OF TEN;10)F'cEr 40RIZOVTALANO pSHTcN(Id)LND3E3YERnCV-IB iD 3E VAVRAINFD S 84'28'00 W PETTY - 3 I i BETW'=_EN WATERUNES 5T04MOR41N>GE}NDfJ45AMTARYUNE3ORSTRU.TJRES EXIST.SHEDS TO BE UJ3------, ,-„-,v�0 L EXTREE I WATER S T�HNTRACTOR SH4LL BE RESPoNSBLE FOR SECJGNGALL1dECESSRRY PERMITS BEFORE CAfAMENLING WORK I I o scrM#1000-26.-I-21 EXIST. O L ..0 DAL1Ers I I I O EL B.5' ______ DWELLING w/PRIVATE I 6 ALLUNBJIrPBLE fA4iaAULPNDOEBRIS SHALLBE DISPOSEOOFINAC�TRDANCE WfMTOWN WUNfY,SrATEANO ------ SCTMWD.FF,#1000-26.-1-26 I SHED 1 1 O� WELL I SOF CTE DEB IS SHN-ANOTB BUNTED STS.LLBE PESPONSIBIE FOR DISPOSING OFALLUNBMABIE REMOVED ♦ !♦ - - L-----0 L------' I MATERIALS OFFCf1E DEBRIS SHALL rvOi BE BURIED OKSRE. OWE WELL WATER ATE I �PlER ---- BLLDG.) ♦1 Z -----'�-- ^-- DB I II !I T. ALLPPECASTSTR'J RESSHALLINC,JDES'JFRCI STEELRaWORCEMBMFORiEMPER4 EANDSHRINIUGE, 0 110 O N!♦ TRANSPORT,ANDTOALLOWTHE GTRUCNRETO WNHSTAND AASHTO K2DLOAOINGATTHE CP]ER COI4pMW SHOWN 1 LP. I V7 PROPOSED r.P-1 FENCE ONTFIE PIANS. I --- _ OISTROVTION BOX EpsPROPOSED SO X 7 �• ! PROPOSED UA 8141 CLEAN USA - - I q ALLPRECASi STRJCNFES SHALL BE MANUFACNREO WTM 4GB PSI I2B DAY STRENGTH CONCRETE I ;EAST•1 - DEEP 50%EXPANSION 1 sr. I WASTEWATER SYSTEM $ _ ♦ `- LEACHING POOL I I MODEL CENS BEAST — 9 SNUTARYRPETO BEBP43a PVC ORAB SPEQFIEO IXA PIANS 0 .an �\L.P.�: I � AIRLINE j T I D 14 DUwNGCONSTR'JCnON EROSIONAND SEDIMENT CONR301.MFss'FiE3T0 BE'JTIUZEDAS NELESSARYTOPREYENTTHE a�s�Et Zr TRANSVORT DF SpNMENTT00FFSITEAREAS,POND3,DRMNACE INIETBQL.TIL METHODS AMJ MATEMAL3 EM�LOYEO PR( SEDELECTRICSERVICE I I IYTHEINSTALLATIONANDMMNTENWLE OFEROSIDN LONTROI.MEAS'JRES SH4LL COPFORM TD•THEtE'N YOR% REPLACED IN CONDUIT EXCAVATION INSPECTION REQUIRED I i Oq D GNDEUNES FOREPJ90NAN0 BEDINCMCONTROL'. j 1 n EXIST.WELL TO BE x LD '� L� FlIII CLEAN USA I FOR SANITARY SYSTEM I I 11. ALL BADCFILL SHALL BE SELECT GRANuuR MATERIAL COMPACTED To 35%MAAXN.w DENSITY AT THE DPONIM MOSn1RE j ABANDONED PER = _ ___PROP. 1 & 2 r*1 CDNTENT,A3DETERMCED BY STANDARD PROCTDRTEST I 1 SCDHS STANDARDS $ - CONTROL PANEL STORY WD. FR. ,. BY HEALTH DEPARTMENT I \ DWELLING: N i6'6Si 'S/ FUJI CLEAN DSA MAC-R-AIR BLOWER I I I j r 12 LOTAREA 1252S2SF. c AND TO BETO BE HARD C. I I IB THERE ARE NO W'ETIANOSAITHry 300 OF THE PROPERTY %--f:��ELTRO.QNS�T p ANDTO BE HARD WIREDTO CONTROL i ➢y I v PANEL(SEE DETAIL THIS SHEET) F.F. EL. _ $.8' j ea0rvc -- PROPOSED VENTTO BE / rl j I Z SCTM#1000-26.-1-27 \ H�CsiB"�._% TERMINATEDTHROUGHROOF DWELLING At PRIVATE \ wro.La<Anw of new reu:rest -.-. PPLY lar / I \ ro uunrAN 25'un.sEPAMnON ^- PROP.WATP-R b'U ”""""-"StdOP j [ WITH ACHARTAAL TITER / WELLWATER FRW eOADNc Fwnoanans PROP. UNE FR01� LL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WELL FFy�+'JJBTINGFRAME 9 SCTM#1000-26.-1-24 \ dLVELLWGTOaE Cas wErD4 $i EAsr. DWELLING wIPRIVATE / —J PERMIT FOR APPROVAL OF CONSTRUCTION FOR A \ O DEMOLISHED Ej \\ WILL WATER I 19132' / ------_.-------"--------- SINGLE FAMILY RESIDENCE ONLY --------------------------------------------------------------- \ ------------ ------ ¢.ss sl c�B.6---— -!----------------------------- L 7-- --�---------- - 86'1 '20'E SWI '^ PROPENrroNE 115.76 / 1y------- ------ ---- JrIO Y ' Abandonment of the Blasting sanitary system must be in DATE 1216/22 H.S.R�rNo R-21-1402 \ UPD1eo- sI� APPROVED ';„,,,.,/TfiY•E - conforTlan Ce Wgth the Department's Tequin TjeI,a. Submit completed form WWM-DBD as ppoof FOR MAXIMUM 11V SV BEDROOMS \\ .I N A V Y S T R E E T I De:lgnPmTea:,mlaraeertlRtau.nRe4�"ea. EXPIRES THREE YEARS FROM DATE OF APPROVAL \ '\ �_—.L.E-ASL_ws waLl� Submit P.E or R.A Certification For�7 \ \ T The 4¢bllanon and fnnstmNon of ON,Sewage ynpmal System APPROVED IN ACCORDANCE WITH BOARD OF \ r. \ uae Fmm wwrnaTs / \ aAT�°N' REVIEW DETERMINATION DATED 6/15/22 I - —_—_— -- ------------------------------------ ------------- -. ----.— UBJECT O COVENANTS a RESTRCTkNS LIBER 113118 --------- ------------ __-` �——--——————————— ----_ ------ -------------------------- ------. - ---------- ------------------------------- EXIST. ---.—"—_—_— —.—.—.—"-- / <y-VAELL E j SCTM#1000-26.-1-1N I L.P.! / SCTM#1000-26.-1-12.1 DWELLING./PRIVATE WELLWATER SCTM#1000-26.-1-12.2 ! \ EXT, i DWELLING w/PRIVATE I •\ I p WELL WELL WATER \ 'I TEST BORING DATA TEST HOLE DATA \ ji i aD.Aoa, 1a aToax.:oXp \ 4A.,cnn� \ I ! \•\ HEALTH DEPARTMENT APPROVAL STAMP I . SITE PLAN ixIS-h SCALE I•-p-0• I THEVENTTOBETERMNATEO r j THROJGHTHEROOF. Xv aT c.O[v. W a maex aAr )PMN o MN tYATERnGHr PLASTIC FRAME 6 C W ER CARSON FILTER WATERTIGHT PLASTIC FRAME 6 COVER WI APPROVED W/APPROVEDLOCKINGOMACETO 4729/21 SCOSIONS COMMENTS DEVICE MIMNORSECONOARY WpGry SD LBSMNOR SECONDARY REVISIONS SAFETY UDSIDEVIDESTOBEPROADm r SAFETYLIDSIOEVICESTOBEHROVIDEO ' PROVIDE END CCPTYPELEVEUNG EOF NEW TRAFFlCBEAPoNGBIAe 'L Y DEVICEsarouTLErs Ram aoPmaeebY cmnm ENAPe'mNA.Pe g.a a.amm WlnaNax '\�"'pSEPN C Oq FF.EL dd CLELNO'JT 4'FVCI1ASTEUNI CONCRETE �O CROEDI'ER PIPE d' Yak SlvaEMcmm Law ANtle 115 3—MG 1z anlpasm AmyrV PITo_UIOSCH PERFOOi pNER GRAD:EL]l WN ABOVE BDROM annA m0alAe NaAm ofaOmrsetlRdttvml EnAinse,4tnle0.z y o La,A sweya loam anrnaN�N aA/na/.naAnelleealNAme aaalam s OWUN= INV EL SB INV.EL ii IL Enynea,Ar[1sIM ZLan45wryz,s allae4 Ne etmnA EnRnea IW.1va NtlWa]y'r—be/z sAap aMAANa Aar M1STateal analA9nCI30m �' PVENTTOUA avIT LVL 'AAaawbY'(yax9 D/NLna NAvaPza aMNe dale 4l sutll apaa0ms m7 ._ x SANRARY WASTE PIPE INV EL t'2 IW.EL 3D 2]' amwfic6rszm4pndNe alla3im A 061912 PGOI III INCH PE4FWi E �T ! —WASTELINE' c S4 �iitt IW EI_i5 pFx as ta]Dw CBA'X: ”" �fES510NP� �PITCHXINLTCPERFODT T N' EI_40 Q I] Ptz Mn1 SO,AMtTER S.C.T.M.:DIRT.1000 SEC.26 SLK.t LOT.25 412912022 II,IV ADN, 1 SMN _-------E�.zowGHEsrExPEaEo cRwnowarEBpEv.— ----------------- , BDBI�AS SHOWN Condon Engineering, P.C. PELZER RESIDENCE '� PROPOSED VA P%NI CLEAN STEwaTER POLYLDSTROUTION Box OR ALL LFACYNGp00LSBHS.BEPLACEDINACCEPTADHTVG CHINGSOILSAS g• gf iFEATMENT SYSTEM MODEL CEN5 DISTRIBUTONBOX OR PROPOSED LEACHING IN UNEOBYTHESCOHS.INTHEBECONTINR IEALTONGM4TEWALIS 220 NAVY STREET IIA UNIT DETAIL APPROVED AIL POOL DETAIL BNDOUNTED—ETAIVATI0N13TOBECONTW'JEDiOs'JITABLEMATEwALANO 1755SigsbeeRoad DISTRIBUTION BOX DETAIL BACKFlLLEDAS OQMLED QIRIrvGR1NG5 MAY BE REO'JIRED. Drawn by JJC OF MalSANITARY SEPTIC SYSTEM PROFILE x ,A pwm )298-1c8NewYork-2652 ORIENT,NY NOTTOSCALE Dale 313N2022 (631)29&19onengi)29&g.corn fax 2 www.condonen Ineerin DDrn SANITARY PLAN CONTROL PANEL WIRING DIAGRAM P.1 ALARM/CONTROL PANEL WIRING DIAGRAM P.2 2-Vz•wam.nan Prof CILL\IBER rplum<(caU PLEASEPROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. B S+dimmuum Uumncr 277 (A COPY OF THIS DIAGRAM IS ALSO PRONGED INSIDE NEMA dX RATED CONTROL PANEL ENCLOSURE). -10� .wan¢Fdvaliw CLamb.� nx -7}• '-03� ,\rnW'ac L'pniact Filwum LT ha I'_] PLEASE NOTE.THE BASIC FUJI CLEAN CONTROL PANEL DOES NOT COME EQUIPPED VATH A TIMER OR TIMING DEVICE.PLEASE oRaAAntw Suvace❑umbw 6B CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARMICONTROU.ER UPGRADE OPTIONS. ua ucr nnP q..mfaum CTmb.r 4 cnrxo crn"foPnoau) Tnal c°Iumc 7J9 _ •INLET OPE "tlunEr PIPE SPECIFICATIONS fOAt ro I61au \ .\na toblc MN1a PP,PE Fd11ng Ralc .i.°. '-0}414 ! Beard ra •Aaoh,c\kdia PVC PP'PE FAlme Rme Il". 1-0 O_C—- 0 _O—- 19—_I J_4;rm 4 R Oa TP- Tan£ I31mv,:rc\Icdu 3 N cfn Fdlmg Ralc 57°. r eArTLE — ® u —TnIP © A..t c«s cpv+r" 19aaa'Caenrm t L A _ 1�--�`-'-L' — ' 9 I �O�tofftf F PA�0 aowno mN. PLAN VIEW In;b+t.nam(o ion°n ad�mncrahlcla /�/A U /x•uR N— i Lean ' 1 <VIE a>En�nc> p ,ilJ 1 1 1 AN7 61:SI BE SIID AL(A=TD PIOAOT(R 1e•°AnwatE(rw 1"•uaNna.E(-)A24'vAnnaE(rrP) snEEcnan z.-uuaaE L_____________• I IIl`MFACR@.@C SPE(31f.X caLarllxR(OPnOnu) I � roEnlnc ^T w©I m� 1 Dr A neo ant ro fYIERd+1 CD,EO'ffD6( 'CO,P10 -SOR W/Qt RMPS)1-RDAD D BT OTHERS a uu AM mG 6E oL Im hm DElav)LY MITEM RAPS O _ O "_s p AE �una TEl6'ERATIAE RAIDS DF FIELD INSTALLED EMDUaDRS MJST BE AT LEAST 146 SEG.F. CD (6D BEG. ). TEJ 411 STRIPS AND G®ND LIG USE CIPPQ(1NBXTIi7S UNLy- Dalt NmIA C QINNEET MOID LIG IN PAIR M A SEORE EARTH GROUND mAnON ASSE-BLr DASIED LINES REPRESENT FIELD'WIRING FIELD WIRING SECTIQW SECTION A-A VIEW SECTION B-B VIEW �.Fn)!Clep USA CEN-5 Structural Drawing SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Insiaml SINGLE FAMILY RESIDENCE ONLY I ANTI BUOYANCY DATE 125722 H.S.R€r,No. R-zl-taoz N.w+.mow aIN]5T EE595TEELa�A CALCULATIONS W/CONCRETE APPROVED �;:, :31 E • rnazE WlTNiluu=AOS FOR MAXIMUM OF 3c BEDROOMS ,„7LI EYEL_RE.upsLa]Pt9vr,� DEADMAN EXPIRES THREE YEARS FROM DATE OF APPROVAL nPN3'JIXFS ORA- MATERIAL FRWERfiES LILAPPROVED1EQ-2—) WATER. 2002 WLAF d94leIG4L 624 LaR5 RmNICONatETE OW 1MUN7 SUBAffRGEDTET d7.fileICF Nnl SOL DRY ImLBFS SATURATED It]L8 NET 83 LaTF PoLfLD`2T 080x a01 S£TUPoJB':]4EPARTN0.3'117-20 A!STEPIAL-HDPE OATS STtot�.awagse+Pwa .Gttui FASTEIEBfiFUAQEANCENS iANxEA?7Y'. - CIXYR✓ErETOTALeJOYANCYAT 5'J`S`e"CEPTHPfiECAST D]NCRETE OEAOMAN DTOTALORYWBGHrfiCFA SOLBAF900tHTALL�6CFNETWn S''BMROEDINWATER6CF%87.61 F=5MLB v,I:w A SOILIMGHTAB(x/a]W EDFADMANATF USUBaAER510N(6A') Is'slia,l i mRJ DEAOMAN 5DRFEAACEAR6FT%15Fr•95F FUJICLEAN CEN 5 ANTI-BUOYANCY DETAIL N�JY GSH OFa a ulto aMEROEOIU WA ER xffxa ac=w4U a n+a1 scAl.=.urs ---TIONS n mmsx C1 ANTLwJOYANCYGLCAMrSUWITH43S3jM t10 D=51IX'BAYANCI'OErN 4I5'JdUERGED 03j-iia LO ON POLYLOK 3017-201-16 20"ROUND SEPTIC DISTRIBUTION BOX DETAIL NETANDbuOYAWYOFDEAW%IM 56Le K2•.Io52L9 Na AYnB'JOMVan!a;214<UK2.d La -oiro 5rw TcrALNETANBa'JOYANCY 10015LB 10o,tt. ii9la•5hX•12T sm-s REOUIRENINr ;sEE DEruLTHs sHEErI HEALTH DEPARTMENT APPROVAL STAMP A—Ex— nmee surf aR omER •wwnrgby..B wG ma 'ECIaetl FlMSHEO STOPPEROfa EIm PLUC SUTABLEO]VER wMmaalMryme eemld mtrama(ECIIn GSUDE� accwdm NBeOnc Com (NEC)anG LoMaJ R—ealr3 CAComa T,.EC M 11e-1 1s I—anopayID F]I0.EAN NEM14A d%COMROL AANEL leas la M W eanq waAt N aAn m Mesa tlawlNZ The oxraGmwl m1m19e 141 411 ELEC C) vlspeotma anO SPpae aFlla'JCMTwaaG ¢ ceaAmtex¢m Is 1Cbelune0 malotna PANEL HpwnwamemNnm wNavak 4'PVC FlPE -AWlammam pmeamwnfor m a—y EIECTPoGALAND CONTROLTOBIOWER REVISIONS , ,Gireaea aei°be e°aF4aG VAb 4'041 aS'EIPOWS pmanze wWenn RMCnmmvsetlw OF NE J]NiR E%iEl°OR MiEO OLWIr°NGTOOWTS �` itl11w)mndmm anaaa¢pmmaama W r CTION eo% 20AMPBREAxM P O Ransaepalaedb)Cmtrm En 1n 3 P.C"n awtlaomwNe New y'\ j05£PMO • I°"]naxsaxs eNmla4 n] 9EI.OW G24DElu4 /perm Z avitrzasa's as 91]anln Nesanaus9s AO SWIlYI(L-moi 30% Yak51a1e Emusm Lae A'ade ta5 SaAan 720 I�m� ALIO R•NR BLOWER awm unlalne 4enm w alaxel Rdnwmal En 12AWG WIR=N 3'4' L..Suvrya Io wla as A parAs antl¢aw.ws aelomla0-ai Tne PV]SCH 91C]iID'JR WLAn3ERRE515TANi Y annan/AaY.I(a°Can malrvJNa azWtle -+ WaA:pattls aelawln111a]aM gN.Cad �1a]LOSD,'i_-'S!APOJ cnanea Arnletl¢LaMSaagals a0aed ua Wlam9 nlal�-a d'RNN aA =x Ina�:fi'rswwL NEGM]LxW Base Amaiei aLantlSwryasnal amalana Can msba snl aMNantlaOm (Y D81912 �; 3Y MAWFATIRER 'Anwmry'1]ImMq nsma n�lRsa an]Ne datal W11 J13nv5 M CL YaJT D-_TALL FO4 ACA5 NOL SUBJECTTO Y:]9]A4i TRa�: •,U;mmmfaWrpaes lunamnxea.av 9.ETPoA a'P�LY R.OA1 a 'c6i�'n tl¢a�°miR ���j1 ad Emn+OYtlaCmwa atlma aelab FUA CLOY usA3tWNAYG MALY ELGPAYa 4'CON �r 5LA9 '+aFEBS SANITARY CLEAN OUT °=aadmared'tla°m°�° M'"RO`P"a S.C.T.M.:DIST.1000 SEC.26 ELK.I LOT.25 412912022 DETAIL AT BEND ELECTRIC RISER DIAGRAM 4k I NOT TO SGLE NOT TO SCALe U SNe AS SHOWNPELZER RESIDENCE Condon Engineering, P.C. FUJICLEAN CONTROL PANEL AND BLOWER DETAIL220 NAVY STREET NOTTO SCALE Drew by..Jlc 1755SigsheaRoad OF Mattituck,New York 11952 ORIENT,NY Dale 31002022 (631)298-1986(631)2982651 fax www.condonen9ineering.ccm SANITARY DETAILS / �, `' rj (accessory barn) SL ;' — this green bar size(front setback) is used as a graphic scale reference and has been superimposed (same size)on all the houses in the surrounding Ct properties to illustrate and compare the average setbacks. y, * -'` 2595 a _ - .,y. `�d7 RAM. C& y TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. � " SOUTHOLD, NEW YORK a. Nau S I mS'1 � AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Nlame of Applicant/Owner) eef d"ry�I SCTM No. 1000- .2-6 - (Addr ss of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I Owner111 Agent residing at %a2 �h �� New York, being duly sworn, deposes and says that: On the /G dayof vn , 20 Z-, 1 personally mailed at the United States Post Office in `;4C , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the 0 Assessors, or ( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's prope (Signature) Sworn to forehis S(ATEoc•,,,, Dcbore4Orlowski da f , 20�2�%,. Noloy Public,SWe of New York No.01086280392 ' Qualified in Suffolk County (Notary Public) �N v VoP + Commission Expkes 05/13/29E-111-1 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. Postal ■ • 1 pRECEIPT MAIL Domestic Only, Domestic MANOR 911 Or i?-1t Cln�tgr:�,'�!rl4,,e r< ✓ to �,...r �`� I Ln ;...fi ' a ` ''; :..' .-]. Certified Mail Fee' C> 'C'��U 0952? :A Certified Mail Fee $4 15 Q• I 1 Ln $4.1.r Q $ Extra Services&Fees(cha rid tee 1 A ' Extra Services&Fees(check box, d fee pmuorlate) ! ❑Return Receipt(hardcopy) $ ,t --,•, ark ❑Return Receipt(hardcoPY) $ Q ❑Retum Receipt(electronic $ ._ C3 ❑Return Receipt(electronic) $ 023 re .q, i 0 ❑Certified Mail Restricted livery ! Q ❑Certified Mail Restricted Delivery N Q ❑Adult Signature Required r Q ❑Adult Signature Required _ !' I Y ❑Adult Signature Restricted ery$ 71., r3 []Adult Signature Restricted Delivery$ Q Postage ,F,y:V II o Postage $13.87 "��!5 � $ . i+'J .y° " 06/16/2k3Fe s Q Total Postage and F$e�sof 77 Q .37 $ Q $ Sent To ,/� / II � A � r-`Ot C Sent To O ------------------- Q $Treat and Apt:IVo.,tii Pb Box Afo. Streetand Apt.No.,gl P�O Box No �7(y ox ------------- 1�- Lf>,t7lZvvt a n / -t®----1P+4 City S te,Z ® i 8 City,State,ZIP+4® ��Gsl � 62� Y :rr r -rr rrr••' :rr r rr rrr•r' - - - -- -- - ---- 0--- Postal CERTIFIED MAILPBECEIPT CERTIFIED MAW Domeitic Mail Only o �• .rte �•y •y • .- • • • - - • •¢•.xs-''' � A - ��..s'! 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Q Total Postage and F�s �i5.3i7 ! npto.,$oUr .3 gO7 $ ----------- C3 Sent To anp . t i ------------------r--e-----0--L- - - ---------- -------- -------- --------3 Q -=--------- I Gti -- y City,State,ZIPW G�C Cary State.ZIP+4a -�Y f ivy � - :rr r rr rrr•r. - - :rr 'Postal - U.S. Postal CERTIFIED o RECEIPT TIFIED o e■ • M �!ZiaOnly rq rq NQW> / Int i Yrk x:1.13 _';, € Rums s... lJ"-:��7' 1:5 Ln t ;' .n i\..rj f :.~N.' ;`.:.:`% 2''•J 4•Aor i•:::5 3.: L: 1, •� ii :x 4: •...� Z:�` fir'...' .��.,.] �v.�. a` ..�. alCertified Mail Fee 14-15 Q9 J2 } `"B Certified Mail Fee, o Q ��, I�� 12 0 $ $�.itir �ecUr �7g5i� Extra Services&Fees(check box a p dere) -N� Extra Services&Fees(check box,a p�+gate) ,6- Q ❑Return Receipt(hardcopy) $ •!t V Q ❑Return Receipt(hardcopy) m tt ❑Return Receipt(electronic) $ $rl-1 111 R i Q Q ❑ alum Receipt(electronic) $ $0,011 Q []Certified Mail Restricted Delive $�.rJ4 23 I Q ❑Certified Mail Restricted Delivery $-- 23 Q Adult Signature Required $ :l-� [ imam O Adult Signature Required $ Here Adult / ❑Adult Signature Restricted Delive ❑Adult Signature Restricted Delive rV Q Postage 0 Q Postage 4J J �- $0.87 � �) ; �- $1 .87 1-0 $ "x.6/16/2023 ,o $ 6/16/21123 Q Total Postage and Fees Q Total Postage and F s $ $8.37 1 $ $ m37 Sent To I Q Sent To �onrh�.Q S�iLjYA /C� � SO �/ Q -------------------------------------------------- ! Q Sliest and Apt.IVo.,o O Bax No. Sliest and Apt.IVo.,-o-r-FO Box No. ------------'--- -""----"- "-----' h- y N' f1'/o®rt rf � �` T �I�rtr► 1�,-,v } Ciry State.ZlP+4°� ���.J o✓li /V City State,Z%P+4® --------------------------------------------- !2Vks-, rcn NZf G77Go :rr - �- -- _-rr rrr—�-----_-- - - _ :rr r rr rrr•r. I iL 7/7/23, 10:01 AM USPS.com®-USPS Tracking®Results ® FAQs USPS Tracking Tracking Number: ��� Remove X 70200640000005651639 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 3:28 pm on June 26, 2023 in ORIENT, NY 11957. Get More Out of USPS Tracking: m CD USPS Tracking Plus® a v 0 Delivered Delivered, Individual Picked Up at Post Office ORIENT, NY 11957 June 26, 2023, 3:28 pm See All Tracking History Text & Email Updates u USPS Tracking Plus® u Product Information u See Less n Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?gtc_tLabelsl=70200640000005651639 1/2 7/7/23, 10:02 AM USPS.com®-USPS Tracking®Results USPS Tracking® FAQs > Tracking Number: Remove X 70200640000005651660 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 9:39 am on June 24, 2023 in NEW YORK, NY 10013. Get More Out of USPS Tracking: -n m USPS Tracking Plus® a v n Delivered Delivered, Individual Picked Up at Post Office NEW YORK, NY 10013 June 24, 2023, 9:39 am See All Tracking History Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70200640000005651660%2C 1/2 I TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING SCTM No. 1000- 12 5 (Name of Applicants) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK residing at 1267—` New York, being duly sworn, depose and say that: I am the ( 1 CGwner or�4Agent for owner of the subject property On the ,.day of �r 2� , 202-x, I personally placed the Town's Official Poster on subject property located at: / 1 Aew ez indicating the date of hearing and nature of application noted thereon, securely upon subject property, located ten (10) feet or closer from the street or right-of-Way (driveway entrance) facing the street or facing each street or right-of-way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject i hearing date, which hearing date was sh n to be v ` � � (Owner nt Signature) Sworn to efore me this o�`� Day of , 20 o-�,3 Debo�owski Notary Public,State of New Yord ausuc *= No.01OR6290392 NF (Notary'Public) ` Qualified in Suffolk-county w voP��.•�, Commission Expires 05/13/ S * near the entrance or driveway entrance of property, as the area most visible to passerby ■P-11ENDER: COMPLETE THIS,1�TION COMPLETE THIS SEC'HON ON D'-'VERY Complete items 1,2,and 3. A. Signature i ■ Print your name and address on the reverse X ❑Agent i so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. R Ked by(Printed Na C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? If YES,enter delivery address below: [, AV II I IIIIII'III III I II I II III I II I I III II I IIII I I I III 3. Service Type ❑Priority Mail Expresso ❑Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted •. =nature Delivery 9590 94J2 6132 0209 4564 60 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise rr�.,�far from cPryira_I hell_ ❑Collect on Delivery Restricted Delivery Cl Signature ConfirmationT"+ ?� 11 Signature Confirmation 7020 0640 0000 0565 1677 'Restricted Delivery Restricted Delivery`' PS Form 1381 T,July 2015 PSN17530 02L OO'0�9053 I Domestic Return Receipt , f , COMPLETE • •MPLETE THIS • ON DELIVERY ■ Complete items 1,2,and 3. A Signa ,re 1 ■ Print your name and address on the reverse X Agent so that we can return the card to you. ❑Addressee B. Re ived by(Printed Name) C. Dat of Deli ry ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Ye I Z✓` Lir �`Jf if YES,enter delivery address below: [3No C A ti f f 33oyG 3. Service Type ❑Priority Mail Expresso II I III II IIII III I II I II III I II I III I II IIII III ❑Adult Signature ❑Registered MaiITM [1,Atfult Signature Restricted Delivery ❑Registered Mail Restricted Certified WHO Delivery 9590 9402 6132 0209 4565 14 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise -2. Article Number ransfer from service label El Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM _ - �_ -_.. t Mall ❑Signature Confirmation i 7020 0640 0000 0565 1684 i Mail Restricted Delivery Restricted Delivery 500) PS Form 3811,July 2015 PSN 7530.02-000-9053 Domestic Return Receipt COMPLETE • •MPLETE TR'.1S SECTION ON DELIVERY ■ Complete items 1,2,and 3. A Signat e ■ Print=your name and address on the reverse X ❑Agent so that.we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Pelivery j or on,the front if space permits. le, 1,26) 1. Article Addressed to: D. Is delivery address different from item 1? es I If YES,enter delivery address below: ❑No 1✓-rs II I IIIIII III II I I II I II I II I II IIII II I IN I III 3. Servide Type ❑Priority Mail Expresso ❑Signature ❑Registered MaiITM I' ❑ uit Signature Restricted Delivery 13 Registered Mail Restricted', Certified Mailo Delivery 9590 9402 6132 0209 4564 91 11 Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM ❑Signature Confirmation 7020 0640 0000, 0565 1653 Restricted Delivery Restricted Delivery — PS Form 3811;July 2015 PSN 7530-02'-1700-9d53' I Domestic Return Receipt 91=1 COMPLETE • • ■'Complete items 1,2,and 3. A Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addre� ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery i or on the front if space permits. 1. Article Addressed to: w_ Is delivery address ifferent m item 1'? [3 Yes If YES,enter ieliv, address ow: ❑ No -s-c7-1m zw'- 3. Service Type ❑Pdority Mail Exp ss® II I IIIIII IIII III I II I II III I II I I III II I I II III III ❑Adult Signature ❑Registered MaiIT ❑Adylt Signature Re tricted Delivery ❑Registered Mail stricted @'Certified MailO Delivery 9590 9402 6132 0209 4564 84 ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise nrtirle Number(Transfer from service label) El Collect on Delivery Restricted Delivery 13 Signature Confirmation rm M'--A Mail Cl Signature Confirmation Z Q 4 6 Mail Restricted Delivery Restricted Delivery QQQQi 056 1 5 16 - PS Form 5811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt 6/27/23,2:29 PM IMG_0387.jpg • � �� , N s t r -23 �j f� /J Gl e.v►C r https://mail.google.com/mail/u/0/#search/sam/FMfcgzGsnLHcnPwGJzJnLngFZrrkvtTj?projector=l 1/1 BOARD MEMBERS OF SOU Southold Town Hall Leslie Kanes Weisman,Chairperson O�� ry�l 53095 Main Road•P.O. Box 1179 Patricia Acampora ti O Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) COU Southold,NY 11971 http://southoldtovmny.gov ZONING BOARD OF APPEALS March 24, 2023 TOWN OF SOUTHOLD Ms. Sarah Lansdale, Director Tel. (631) 765-1809 Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: _ Please find _enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7796 Owner/Applicant: 220 Navy St Trust Action Requested: demolish existing dwelling and construct a new single family dwelling Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land (X) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Ch , irperson By: Encls. Site Plan/Survey: AMP Architecture, PLLC dated December 1, 2022 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ��®� $®�f�e�® 53095 Main Road•P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lennert, Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) c®U � Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 July 24, 2023 Anthony Portillo AMP Architecture 10200 Main Road, Unit 3A Mattituck,NY 11952 Re: , ZBA #7796, 220 Navy Street 220 Navy Street, Southold SCTM No. 1000-26-1-25 Dear Mr. Portillo; Transmitted for your records is a copy of the Board's July 20,2023 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy,:of the attached detennination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three (3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME 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 If you have any questions, please call the office. Sincere y, Kim E. Fuentes Board Assistant Encl. cc: Building Department SITE PLAN HATCH KEY: PROP05ED DWELLINGgroloki AIL " . PROPOSED DECK W U w W J v = Q c Lo U 0) o (o 21 t Z , .. O Lo Z \ 6.4 12 �SFr�HFR 2 $ 025 •0 a'- N sr - ` cc i 2C k gAa Z JC O +� 97 ,1`^ c o /� c0 L. n , W . s . 1 133 f Z TT' JJ, LU -D 12 r Y. 94 � '# • 1 , 132 � . 32 -- - - - --- -- - - 2(', '27 sY 'I a�'f ` ry - - lel - i I 1 _ /� ` ' �. 2( - -- W 1 O 58 - - �- _ _ _ \ �1 ...•4 .. � � °CYut n r <_::r.r�s y©.�,_Y,,,i;'_. W - p F 6 EL-6.3 PROPOSED EXIST. �UBJEGT �I\O� �TY 'k ,2�' i02 -� W --------- CONTOURS EL=b.5' a YOUT NOTES: 71 1.SITE 1515 AN ARCHITECTS 51TE PLAN 4 15 .n. SUBJECT TO VERIFICATION BY A LICENSED LOCATION MSP Q ------------- SURVEYOR. THE INFORMATION (5) EXIST. ( � REPRESENTED ON THIS SITE PLAN 15 TO THE Z 1 SHEDS ARCHITECT'S BEST OF KNOWLEDGE. SCALE: NTS W ° ? TO BE 1 E. REMOVED ° �, NEW F 1 --- -___' -I L.P. 2. SURVEY INFORMATION WAP OBTAINED P R O J E�T S�O P E P A G E <E 1 Q � Q_ T _t _ � NEW FROM A SURVEY DATED APRIL 10, 2021 UJ � EXISTING FRAME NEVy L.P. OO AND PREPARED BY: cc 1 PROP. GENERAL �p DWELLING TO BE 8 D.B. P - _ W G m STANDBY DEMOLISHED NEW / KENNETH M. WOYGHUK LAND SURVEYING 1 . PROP05ED 2 STORY FRAME HOUSE W/ SCREEN PORCH �rND -®0 I •00 PROJECT LOCATION & SCOPE Lu 0 GENERATOR NEW I/A F.E./ L f, / N.Y. STATE LAND SURVEYOR � 10' I pW / OWTS O / LIG. #050882 COVERED PORGHES. SITE PLAN &ZONING DATA 2 W O ' 1 P.O. BOX UE, 2. EX 15T1 NO 2 STORY FRAME HOUSE TO BE DEMOLISHED U F- 1 - NEW � F.E. 1 AQUEBOGUE, N.Y. 11431 x W (� 5,4' PROP. L�' / (631) 248-1588 5. EX 15T1 NO FRAME SHEDS TO BE REMOVED Q a N STORM R NG STORM RING - 0-002 .00 GENERAL NOTES TOP ELEV. TOP ELEV. 1 I ( �-. PROPOSED I/ OWTS (B1' OTHERS) 1 12.5 ENERGY TABLE 4? NEW I m O. D GK .0 O I F 0 J E G-1- DATA : STRUCTURAL DESIGN CHARTS / DW -M01 - 14.4' 13.0' 33.2I� 20.0' HOEDOWN, ANCHOR BOLT, ` / � SCREEN PROJECT / ZONING DATA 1 EXIST. ��PORCH PROPOSED /I _ STRAPPING, & NAILING DETAILS CONTOUR ,� 1 4 2 STORY ❑ ti��j�ttiV� TAX MAS # 1000-26-1-25 FASTENING SCHEDULE FRAME HOUSE 1 34.5' / F.F. EL.=&1:x ti�� ZONING DISTRICT R-40 N/G -®0 •®® FRAMING GRAPHICS b '��J�� OR b b' ON OPROL AT,AC Z } LOT AREA 0.3 ACRES BEAM CONNECTION PATTERNS TEST F�ROP05ED ,� \, 1 FEMA FLOOD ZONE X 4 AE (EL 6) FIREBLOCKING DETAILS �p CONTOURS O/b HOLEEXIST. B WELL �Q�-� 7 _ \ 13.6' STOOP 13.6' �Po WETLANDS DISTRICT NO - I ® I •0 PROPOSED FOUNDATION PLAN I> 1 0 DEC DISTRICT NO PROPOSED �J I� y r � PARKING X/W \ - ' O I� V SUFFOLK COUNTY HD APPROVAL PENDING 4 BDRM. (PERVIOUS) Z W IQ < 1 °�w STORM RING F. N ,'� I� \� 1 ---I z _- Ex15TING A-_ 1 02 .0® PROPOSED FIRST FLOOR PLAN TOP ELEV. ' Ip \ IQ1.32 -I < EXISTING Lb_. N 1 I� EL=5.2 . HABITABLE GROSS I - - - ✓ - - 1L - �. -- SPACE AREA f- N86°I '�O11E '�, _ter 115.-16' BASEMENT AREA O S.F. 467 S.F. w PROPOSED SECOND FLOOR PLAN o UTILITY _---- ----- -= E_---- ---- \ FIRST FLOOR AREA 750 S.F. 750 S.F. v POLE 0--- O.H.W. UTIL POLE SECOND FLOOR AREA 467 S.F. 467 S.F. AREA TOTALS 1,217.0 S.F. 1,684.0 S.F. t�I \ / PROPOSED PROPOSED A-2® ) •®® PROPOSED EXTERIOR ELEVATIONS Y S T HABITABLE OR055 0 SPACE AREA BASEMENT AREA O S.F.-=[:: 1,454 S.F. PROJECT: FIRST FLOOR AREA 1,251 S.F. 1,454 S.F. 2®2 .®® PROPOSED EXTERIOR ELEVATIONS -- -- PELZER G FLAN o s 10 so so 40 so SECOND FLOOR AREA 1,011 S.F. 1,011 S.F. RESIDENCE J I TE PL A I� CwPn°scr.� r-is AREA TOTALS 2,242.0 S.F. 5,.i 14.0 S.F. SCALE: 1" = 15'-0" -- A-501 .00 BUILDING SECTIONS TEST HOLE DATA LOT COVERAGE 220 NAVY STREET Ib OCTOBER,2020 DESCRIPTION (FOOTPRINT) AREA % LOT ORIENT, NY 11957 COVERAGE MGDONALD OE05CIENGE l�®�O I •OO DESIGN DETAILS Box IOOo TOTAL Lor AREA 12326.2 S.F. DRAWING_ TITLE: SOUTHOLD, N.Y. 11471 PROPOSED DWELLING W/ SCREEN b51.-I65.5b7? PORCH 1,454.0 S.F. 11.8 PROJECT LOCATION & SCOPE PROPOSED COVERED PORCH ll 142.0 S.F. 1.2% �= I Q I ®0 PROPOSED STRUCTURAL PLANS SITE PLAN & ZONING DATA EL=5.a' PROPOSED STOOP 42.0 S.F. 0.5% OL DRY BROWN LOAM PROP05ED DECK 114.0 S.F. 1.0% TOTAL AREA OF ALL STRUCTURESEI-75-7.0 S.F. 14.5 PAGE: BROWN PROPOSED STRUCTURAL PLANS GH CLAY **MAXIMUM LOT COVERAGE ALLOWED - :20% G-001 mOO 4.5 X71 �,ATER IN REQUIRED SETBAGIGS - MAIN BUILDING G �' BROWN CLAY .00 PROPOSED STRUCTURAL PLANS DATE: 12/01/22 1 OF 15 REQUIRED EXIST. PROPOSED COMPLIES FRONT YARD i 22.0' YES DRAINAGE SYSTEM CALCULATIONS: SIDE YARD 10.0' 29.2' 20.0' YES �- ® •®® PROPOSED STRUCTURAL PLANS PROPOSED DWELLING 4 PORCH= 1,454 Sq. Ft. i' 1,454 Sq. Ft. X 0.17= 248 BOTH SIDE YARDS 15.0' 90.4' 51.7' YES 248/42.2= 5.8 VERTICAL FT. OF 8' DIA POOL REQUIRED NOTE: �(�E®dr, WATER IN PROVIDE (5) .bV X 2' DEEP DRYWELLS I. FLOOD MAP DATA: iSly REAR YARD 30.0' 41.5' 55.8' YES BROWN FINE TO MAP #: 56103G0068H COARSE SAND MAP DATE: 04/25/2004 ---- � oC si. diff DRAINAGE SYSTEM INSTALLATION NOTES: FLOOD ZONES: AE6 S X P- 10 1 .00 DWV/ WATER SUPPLY RISER ` ;, kR;- n� GAS RISER A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 8 2. SITE PROTECTION/SILT FENCING TO BE UA WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC INSTALLED AS REQUIRED BY THE TOWN OF 7 L E E E L; COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE EDGE SOUTHOLD. OF ALL FOUNDATION WALLS ';'�, �374C► ' � " ' A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 5. SURFACE WATERS OR WETLANDS ARE 11.01 CONCRETE SLABS AND PROPERTY LINES LOCATED WITHIN 500' OF THE PROPERTY. �Q� COMMENTS: GROUNDWATER • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ENCOUNTERED 4.5' BELOW • A MINIMUM OF 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE 4. ELEVATIONS REFERENCE NAVD 1488 GRADE BOTTOM OF DRY WELLS AND GROUND WATER. -----I--- I — _­1­­______ . lllr -_ NOTES � 5FEG I F I GATT ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AE35RE X I AT I O I S 13- IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER(Fb = 815) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- -- _ __ Q OTHERWI5E NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD. BOARD � INSUL. INSULATION I^ Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR V W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR � _ Lij GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) LLI -i v 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE -" - - �� APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb ,UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT.,U.O.N. Bi•�( I1BEAM MANU. SPEG.'s I MANUFACTURER'S SPECIFICATIONS ~ cv 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS ---][MAX. __ Q .- 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 � B.O. BOTTOM OF AXMAXIMUM V C ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TECO" OR OTHERWISE NOTED _ _- _ O T_ O EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MECH. MECHANICAL w .. .- CO PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. - T_ 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES f B.O.W. BOTTOM OF WALL MIN. MINIMUM - w � O AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS __ RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL 151 TIER OF FRAMING 15 IV PLACE. l( Z L CV b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST II NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 L0 Z d- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - Q O •C T- T_ OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC. BG NEW YORK CITY BUILDING CODE p N INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED X 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY &. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED U ( 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. 1 ON CENTER W O 0 -«� SHALL BE CLARIFIED WITH THE ARCHITECT/1z BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE --- WITH THE WORK. DBL. DOUBLE OCG. OCCUPANCY O -rr-+ 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. Cl. LL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE Z -�+ (%4 4-j 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE I�PRELIMINARY BASE FLOOD ELEVATION 1 CO 0 P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE 1`520-44. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 ____ UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. DAYS OF 4,000 P.S.I., U.O.N. Q O O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED GONGRETE z L ^ ` 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HF-ATHINC7 I5 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH - W BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. PLATE Q ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN _� Z 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH �PLYWD. PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM 05055 - 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIE-5 - ELEV. ELEVATION P.T. PRESSURE TREATED }; NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 5Q. FT. -- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. EQUIPMENT REQ'D 1 REQUIRED -1 � Z _I__j CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND UL. APPROVAL DOCUMENT, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G.,TO DIRECT A4Y CONDENSATION TO THE EXTERIOR. EXIST. EXISTING - --] RI RISER C I- r 1 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM 1 G- W \.J m PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. (D l I I ASTM D545b STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE f R.R. 11 ROOF RAFTER Q HE ►2. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - -i­-J,FOR DESIGN INTENT ONLY. EXCEED &'-O" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING,UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO FAR FLOOR AREA RATIO - STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. LLI ~ • 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE I F.A.V. FRESH AIR VENT S.V. SMART VENT W LLI G-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY UJ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL f 1 - � J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHA-L REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR I TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS NECESSARY. SET FORTH IN ANSVTPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND �FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS J Q � U BROOM GLEAN. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. l FLOOR JOISTS ] THK. THICK � Q k 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA - - Q LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL Z N AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --" W w Q IG,. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6' SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR A5TM 0711 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. �FRGE �FLOOD RESISTANT CONSTRUCTION ELEVATION j Tr TREAD m Q • V J THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. - COMPLETION OF PROJECT. 14. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED f FR. FRAME - -- TYP. PIGAL n AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. IG," WIDE x 8" - - - - - - U Q V Q (D 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP B 3'-O" BELOW &RADE. -RPR. 1(FIREPROOF I U.O.N. -] UNLESS OTHERWISE NOTED cc � ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. __ - __ W C O AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INOLUOIN& ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD �FTG. FOOTING VERT. VERTICAL Iy ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: --- ____ '� x GLASS WINDOWS AND DOORS METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. 1[VERIFY IN FIELD = W THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) i. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL :2 IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO - --� V F'- GONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE L.D. HOLD DOWN w/ WITH 12 Lu W INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 2. 6LAAN DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER Q a N MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND ___ ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CLEARANCES ARE PROVIDED. - - WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL 1`LYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY &LA55 UNIT INSTALLED EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, HNGR A HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A UNLESS OTHERWISE NOTED. - -- PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST WMILLIAN 1.9E MIGROLAM IHOR. HORIZONTAL B. GEORGIA PACIFIC. 2.OE 6-P LAM 1.8.2. ORIENTED-5TRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I&. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING F'5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE _ TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. I �I�� T I �I FENESTRATION /� I I� I I 111�/Y I�� APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS 22, I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. I r I I `� I `l A I y U I " 1 I `4 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR AUTHORIZATION OF THE ARGHITEOVEN&INEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. _ CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY I4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESIGN GORE PRESGRIPTI\/E VALUE $ NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT GOMPL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 5. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A144.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 11 -- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR MAX. U-VALUE = 0.52 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 4. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITHU-VALUE = 0.25 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED&E5. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 ,FM/5F YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE AIR LEAKAGE = 0.30 CFM/SF 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPECIFICATIONS, UNLE55 NOTED OTHERWI5E. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.5. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE --- MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS CEILING R-VALUE R-49 SPRAY FOAM INSULATION MIN. R-VALUE = 49 YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. PER TABLE R402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. - - COPYRIGHT PROTECTION ACT OF 149NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. 0 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXTERIOR (2"xb") WOOD R-13 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE TEMPERED GLASS. YES CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FRAME WALL R-VALUE R-14 SPRAY FOAM INSULATION PER TABLE 8402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINOBORNE DEBRIS. - -- --- - - __ - 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 6-003 d 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND 5CREW5 (INCH SERIES). MI551LE TEST OF ASTM EI496 AND ASTM E1886 AS MODIFIED BY 2020 NYS BG FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = 19 YES Z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET SPRAY FOAM AT RIM BOARD PER TABLE R402.1.2 - CLIMATE ZONE 4 w STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLOOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.22. LAO SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR _ _ 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). ASME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/DASMA 115. COMPLIANCE STATEMENT: O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDYFLOOR PLANS. U WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO THE BEST OF MY KNOWLEDGE, BELIEF, AND SERVATION C L JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN b' SHALL COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. � (AFdPA) AMERICAN WOOD COUNCIL (AWG). WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND It TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 PLUMBING CODE. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ci EXIST. WALLS d 12" LONG HOOKED BOLTS 6 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ~ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. IG," GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND TI-E ANCHORS SHALL BE PERMANENTLY INSTALLED o MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.Nj. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE BUILDING. TABLE R501.1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC $ OEOORAPHIC DESION CRITERIA IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ____ PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, CODE EVALUATION REPORTS. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. GROUND SNOW LOAD 25 L55 H/6" RISE s w/(2) !/14"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ALLOWABLE P E LZ E R SET b" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: DEFLECTION RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RE51STANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION --- CONSTRUCTION;557D f0-44 AND 2018 SBC HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE &OVERNINO BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/180 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH =OUNDATION WALL AND PITCHED AT 1/8" PER W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES FOOT. 2'2'7' SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 18.6.1 INTERIOR WALLS d PARTITIONS H/180 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. WOOD5CREWS (INCH SERIES). 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS,UNLE55 OTHERWISE NOTED: WEATHERING SEVERE 220 NAVY STREET INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF ISG SHALL - DISH WASHER........................................2" BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE - KITCHEN SINK........................................2" FLOORS 8 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" ORIENT NY 11957 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - LAVATORY...............................................2' - SHOWER/TUB..........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: - TOILET........................................................3" DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - LAUNDRY .................................................2" DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE _ EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 3.CONSTRUCTION. FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. •••••••••••.••••••••••••••••••••••••.••••3" ICE BARRIER REQUIRED YES GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4, ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2. THE BY SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THROUGH ROOF. TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. BY SIM1`SON" MANUFACTURER. 7. PROVIDE FROST-PROOF HOS BIBS WITH EASILY ACCESSIBLE DRAIN d EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF CPPOSING3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN COCKS A5 REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2'x4' LUMBER IS 5. NAILING, OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND IG, GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "51 IF ANY RAFTERS. PERMITTED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW PROTECTION. STRUCTURAL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL _ _ __ 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY - 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. &. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JG�002mOO URISDICTION PRIOR - THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 sf 15 sf 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED p p TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY N NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT NOR ANY 1`0TENTIAL DAMAGE THEREOF. 1 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONGRETE/NTASONRY DATE: 2 ,- �� /22 2 OF 15 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "51MP5ON" TOP MOUNTED BEAM ELECTRICAL: PA55ANOF-R VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. TO 2017 NATIONAL ELECTRIC. CODE, NFPA 70 AND 2020 NEW YORK STATE ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42"9 10 psf 15 psf SITE WORK 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 ENERGY CONSERVATION CONSTRUCTION CODE. 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. WATER RESISTANT (H.R) AT BATHROOMS AND WHERE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ``vl� 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, DEEMED APPLICABLE. COMPLETION OF WORK. ��D/r{�C RECEIVE CLARIFICATION FROM ARCHITEGT/ENGINEER PRIOR TO PROCEEDING. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf Cj � pO �,r� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED - GENERALLY, VERIFY OR PROVIDE HARD WIRED !u ", C�- 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf ! i , STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING SMOKE DETECTORS w/ BATTERY BACK-UP IN: P p I: FOIL TO BE PLACED TOWARD WARM SIDE. V4 ',._Vv'- . . �- '{ EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL C . SITE. STOCKPILE ALL EXCAVATED MATERIALS. Q ..'�r 1 'I O CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. A. EACH SLEEPING ROOM STAIRS 40 psf 15 psf ` .' I 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION p p + - .Y. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY B. OUTSIDE OF EACH SEPARATE SLEEPING '�� ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE GONTRA.GTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE &UARDRAIL5 AND HANDRAILS 200 psf 15 sf (n ���);:.,A,:'`,�. �"' 11 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS AREA IN THE IMMEDIATE VICINITY OF p P dx TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. THE BEDROOMS (GENERALLY THE HALLWAY) '9>, 3740f'.`'-. .W . 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: G. EVERY LEVEL OF DWELLING ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC 1, �dr IN`0 ' ALL OPENINGS. - 9" R-30 FOR FLAT CEILINGS (BASMENT,FIRST FLOOR, $ SECOND FLOOR, ETCd h IS psf FOR CATH. - 8.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION MECHANICAL. FUEL OAS: -- - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) NYS MECHANICAL CODE AND FJEL GAS CODE ���® � � � I �� TY�I C,AL NAIL I NO/STRAPP I NO REOU I REMENTS FOR FASTENING SCHEDULE A Q ALL HARDKARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER UPLIFT/ SHEAR/ LATERAL N I I`l D R E S I S TA I V G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J "ALL STRAPPING TO BE l/4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WMOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) - N Q +, HOLDOWN 'A' HOLDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER V c 00) AND QUANTITY SPAC I NO w CONNECTION ?. NA I L. I NC G R I D FOR NEW a EXIST. ROOF 4 GE I L I NO FRAM I NC Q o FOUNDATIONS O � I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d 7` L N I COMMON NAIL w/o PREBORED HOLES. Q O C LO Z d- ENDWALL ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER _ r— (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �' 2" 2.WOOD 15 ASSUMED TO BE OF,#2 a BTR. IN DRY USE � � •v �N HEIGHT STUD HEIGHT STUD ONNEGTED TO RR• 2 iv SERVICE x CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST O U NNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C TRANSFER SHEAR `h • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST To PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP W Q m -N "SIMPSON" OR 0 FOR STRAP - 3 8 d COMMON • . • HOLES,SET NEW MEMBER. •� HOEDOWN ANCHOR® 2-I6d COMMON . • . z .0 O +' Ln 2-I6d COMMON NAILS a EA. END OF STRAP. . . . _w ++ LOCATIONS NOTED NAILS ® b" O.G. d 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N Q NAILS a b"O.G. S • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 4-Ibd COMMON EACH LAP Q r• C O O" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED ,^ CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH ? 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO LO Q r G O G.J G.TIES ^ ` CORNER POST TIGHTLY BOND THE END OF THE NAIL TOA 90"ANGLE,SEE Z W ROOF SPANS OF 24 OR GREATER, COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE USE 4 8 d COMMON NAILS a GRAPHIC BELOW) "SIMPSON" HDQS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY J HOLOOWN ANCHOR® EA. END OF STRAP FOR ROOF SECTION 12.4-PLACEMENT OF NAILS a SPIKES a TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END Z r7 LOCATIONS NOTED a SLOPES OF 5:12 AND GREATER. W ON PLANS ° OR 4-I RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END CONNECTION BI � B2 � Z _ AT RAFTER TO TOP PLATE TO STUD Q w +'� HOEDOWN INSTALLATION OPTIONS: d . CONNECTION: HALL FRAMING ° �2COMMON ' � Z (, � TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd PER FOOT FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® W HOLDOWN CAST IN PLACE H/-7/95"0 THREADED ROD ° °• • •� EA. END OF STRAP: • • s� WHEN IN TOWN OF ISLIP OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE Q . FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • + • • 7/a"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN ' o C) +J CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ---� �j1 • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.G. W • ADHESIVE), d FOR TEMP.'s O"F-40°F USE "SIMPSON" AT I SIMPSON # H2A (0R EQUAL) RAFTER TIE W W + (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES J W • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD Q r 1 FILL TOP 2 COURSES SOLID S CAST IN PLACE HOLOOWN USE SAME �./ CONNECTION • FOR G.J. TO R.R. - q I6 d COMMON NAILS w/7/95"cP THREADED ROD REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 11 RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJO15T, or BLOCKING (FACE-NAIL) 2-I6d COMMON I2 PER FOOT Z Q APPLICABLE) FOR EA. PLATE TO STUD ABOVE S OR BELOW HOLDOWN 'G' HOLDONN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - 9 16d COMMON NAILS FLOOR FRAMING u a Q FOR NEW S EXIST. n l FOUNDATIONS FOUNDFOR NEV4LY ATION ® ONE STORDY ONLY CONNECTION Cl 02 — : JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST V CV W (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END w G O HEIGHT STUD CORNER STUD N TRANSFERDS AR ° BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END = w O "SIMPSON" HDQa AT STUD TO FLOOR ASSEMBLY W (3) 2x FULL • G2 TO STUD CONNECTION: BLOCKING TO SILL or V HOEDOWN ANCHOR ® 2-Ibd COMMON HEIGHT STUD • f 3-Ibd COMMON EACH BLOCK € TOP PLATE (TOE-NAIL) W CO LOCATIONS NOTED NAILS® b" O.G. S _-_- ON PLANS CORNER POST FOR STRAP - d 3-Ibd O.C. IF BLOCKED G I 3 8 CCOMMON LEDGER STRIP TO BEAM (FACE-NAIL) COMMON EACH JOIST Q N ° ' NAILS ® EA. END OF STRAP + JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE S OR 2-I6d NMCN I' '� BELOW - 2 I6 d COMMON NAILS NAILS ® O. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST " BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON + PER FOOT • ROOF SHEATH I NO ° a _ STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a "SIMPSON" S 14RJ CONNECTION DI D2 BSOLO KING PERIMETER EDGE ZONE s ad COMMON b" EDGE /b" FIELD HOLDOWN INSTALLATION OPTIONS: O EA.BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s ,.---"' 7/a"� THREADED ROD ,�...-�"` • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. CONC. OR NEWLY GURRED FOUND.'s PLATES) CONNECTION: HOEDOWN CAST IN PLACE w/ D2 7/a"o THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY r7 1/2" MIN. 1 GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD ADHESIVE), S FOR TEMP.'s O°F-40"F USE "SIMPSON" AT FROM ° ° FOR STRAP - 3 8 d COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC ADHESIVE) 3AREND OF (WRAP STRAP UNDER SILL PL.) OSPECIFIED 0 D I ° STRAP WALL SHEATH I NC FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE o , FOR EA. PLATE TO STUD ABOVE S OR BELOW - I FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN a ° THREADED ROD d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD _2 _I6_ ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 51MP50N (OR ad NAILS SSR o i�e)ND - -- _ ? EQUAL) 0 PLATFORM TO SILL PLATES OF EA.STRAP TO NA I L. I NCS/STRAFE I NO 0 �I NDON DOOR HEADER STANDARD/ALTERNATE EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) o ALTERNATE USE SIMPSON H2.5A) 0 NOTATION: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (20195 WFGM,TABLE 3.7,P. ISq) STRUCTURAL PANELS: CONNECTION E r' or LESS: � � B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (20195 WFGM,TABLE 3.255,P. 2ql) ad COMMON b" EDGE / 12' FIELD G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(201a WFGM,TABLE 3.236, P. 2612; • GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD • ALTERNATE AS PER TABLE 3230,P. 2113) • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA.SIDE I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2015 WFGM,TABLE 3.7,P. l5q) AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q % E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 2895) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. 510E ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.95, P. Iql) °< ° <a SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° " O - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B ° ° .4 NAILS SHALL BE PERMITTED TO BE REDUCED To 1-160, NAIL PER FOOT. E a ° FOR STRAP - a d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTEN)N6 SCHEDULE B as END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE P E LZ E R °° a s ° a a F ROUGH OPENING FRAMING REQUIREMENTS FOR WiNDOW/DOOR OPENINGS ° g FOR EA. PLATE TO STUD ABOVE S OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 20195 EDITION) _2_ _16_ d COMMON NAILS A -' NOTATION ROUGH A B G D E F G OPNG 220 NAVY STREET 2'-0" 2 1 1 1 1 1 ORIENT, NY 11957 4'-0" 4 1 2 2 2 2 �jL I �ii I NC ® TOP PLATE GABLE ENDwALL BRAG I NO/5TRAFF I NO DRAWING TITLE: * - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6_0.. 5 1 3 3 3 3 -- --- (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) - __ __ TOP PLATE BLOCKING 2 FOR RAKES O OR , ANCHOR BOLT, 3 4 4 4 SPLICE -} BAYS BACK ® LESS PROVIDE LENGTH I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4,_0„ O.C. To AG�I;"F R,e;l�°oH: STRAPPING, & NAILING DETAILS FOR W I NO - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE - i w BUILDING MINIMUM SPLICE 1XIA BUILDING MINIMUM SPLICE',"4 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT) TYP. STRAP w/(3) PAGE: ad NAILS EA. END 12'-0" 2'-O"/2'-b" 12'-0" 3'-O" OF EA. STRAP ��jj /� GG16011ATTIC G-003m00 ANC.,HOR E30LT SFE I F I �AT I ON - 3'-O"/3'-a" Ib'-O" 4'-O" i � 20'-0" 4'-0"/5'-0" 20'-0 TBLOCKINO2 BAYS b"-12" SPECIFICATION (2018 WFGM TABLES 5.2A.$ 3.28, P. 157-160) 24'-0" 4'-0"/5'-0" 24'-0" b'-o" BACK ® 4'-0" O.C. CORNER 5'r -1DATE: 12/01/22 3 OF 15 CONDITION FOR ALL STRUCTURES: 5/b"(P ANCHOR BOLTS a 395" O.G. 25'-O" 5'-O"/b'-3" 25'-0" 7'-0" 32'-0" b'-O"1'7'-r5" 32'-0" 9,'-0" rySECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE I CONNECTION U51NG 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE BLOCKING I. MIN. 7" EMBEDMENT INTO CONCRETE LATHS-THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/10'-0" 40'-O" II'-O" GKING 2 BAYS �D APC,s, PROVIDE AN EQUIVALENT NUMBER OF NAILS • END 15 3" SQUARE WASHERS AND END NUT SETUP; 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O" 13'-0" BACK® 4'-0" O.C. CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. S FILL IN EXPOSURE B TYP. STRAP w/(3) n TOP TWO COURSES SOLID - ad NAILS EA. END (r Ff JI 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12 O'/I5'-O' f7O-O I b'-O OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT .(' LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEA FOR ALTERNATIVE WALL HEIGhFTB MULTIPLY THE ABOVE 70-O 14-O" 70-O Iq-O' ;. n u (ADTDEIDTIOIN.NALLY,ICE LENaTHROUND UP O THE NEARESTY THE NO FOOT): u , u i u - M ---- - � � � �� 3. ANCHOR BOLTS ARE TO BE BETWEEN b S 12 b0_0 Ib-O a0-O 22'-0" -QT 374()D `-0 FROM ENDS AND CORNERS (TWO 0 CORNERS) 61'WALL- 1.125 _ _ -,^�`` (SEE DIAGRAM TO LEFT) lo'WALL- 125 BLOCKING 2 BAYS OF N�Vv II WALL- l_'M THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12 HALL- 1.5 FOR 10'-0•WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO GRAPHICS CONTINUOUS BUILT-Uig OIRDERS B OR MORE SUFFORTS / �I/� I I,�I }� I� (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I REE3LOG<I I` 0 FOR PLATFORM Y`4OOD FRAM I I� O Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENOI NEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) -- - -- - ---- ----- - ---- - - - - BETWEEN 1/6 ASSEMBLY REQUIREMENTS: v/ d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED I"'■ W CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER 0 W BLOCK I NC UNDER LOAD BEARI NO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES uj J MAX.52" LOCATED BETYEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NDN-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS o 12"o.G. � THE SPAN LENGTH FROM AN INTERMEDIATE ~ N 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q STUD SUPPORT. NO TNO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPING. _ +� STUDS B 03)ROWS IOd NAILS• 12"O.G. P i THAN ONE THIRD C THE TOTAL NUMBER, ARE TO BE (, � 0)SUBFLOOR (2)ROWS 1/2" m BOLTS o 12.O.G.STA66ERED; JOINTED ON TH-E SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE O 5U5FLOOR G DBL.o ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. CD SOLE PLATE GUILT UP&IRDER P MAX.52" D I(2)ROWS 1/2" OP BOLTS o Ib•O.C. NAILING: Q = • 0 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE }' SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE J015T SERVES AS FIRE5TOPPING. Z Of N I E (2)ROWS I/2" m BOLTS o 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF Ln Z INC Q O C lq- BETVEEN 1/6 EACH PIECE, O-HERS STAGGERED WITH A DISTANCE 5 5. FIRESTOII SHALL BE 2 INCHES OF WOOD BLOCKING 0 — � T_ (2)ROWS 5-5/5"TRUSSLOGK SCREWS o 12'O.G. E I/4 OF A OF 16 INCHES SETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. •0 "N F SCREWED ON(1)SIDE OF MEMBER U LINE; OR GIRDERS ARE TO BE NAILED FROM EACH & (2)ROWS ON(1) IDE O ME SCREWS o Ib"O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH -- b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE c 0 m 0 SCREWED ON(I)SIDE SL MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN W 0 0 m .N a-- H (2)ROWS 5-5/b"TRUSSLOGK SCREWS® 24"O.G. P, BETWEEN NAIL5 IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. 7 0 LO ' JOIST SCREWED ON(U SIDE OF MEMBER � L MAXIMUM OFFSET THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O TRUSSLO— SCREWS o I2'O.G. C J BUILT UP GIRDER MAX.52" THREE-PIECE ORDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O J015T DEPTH, d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. u, MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU5SLOGK SCREWS a Ib•O.G. 4 Z n 1 UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE VJ BLOCKING 3 8. THE HEADER SERVES AS FIRE-STOPPING. Q PARTITIONS ® 32' O.C. 5� --- -- -- OTHERS STAGGERED w/ A DISTANCE OF NOT MORE DOUBLE PLATE L— - (2)ROWS 5 BOTH OGD SCREWS o 24"O.G. BETWEEN I/b q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Z SCREWED ON BOTH SIDE OF MEMBER # I/4 OFA THAN 32 BETI�EEN NAILS IN A HORIZONTAL LINE. - GE I L I NO BRAG I NO P, FOUR-PIECE CIDERS ARE TO BE A55EMLED AS O - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO W 6 STRINGER TO SERVE AS FIRESTOPPING. CANT LEVERED FLOOR I.BEAMS < HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED ■ GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR W_ Z d CONNECTION PATTERN'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH Q ° — STUD 2.WHEN SCREWING OR NAILIN9 FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING. 2 — Orr-SET _ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ^ Z 1 OFFSET FASTENERS I/2•FROM ONE SIDE TO THE OTHER BUILT UP&IRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH Z v SOLE PLATE 2"x4" CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^ ^ SUBFLOOR TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING a W n , I( Iy 11 LATERAL BRACE o b'o.c. BOLTED TO STEEL COLUMNS. �/ BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE �Ny J0151 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G•J• AWRY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL 0 O PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NA I L I NO PATTERNS FOR SIDE L=OADED BEAMS (ic .. FLUSH BEAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W • 10)8d -LOCATIONS REQUIRUNG FIRESTOPPING- W � NAILS AS FIRESTOPPING. W FIRE- PIS_ WOOD FIRESTOPPIN6 FIRE5TOPPIN6 J W STOPPING STOPPING FIRE- FIRE- SOLE i FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPINS 5TOPPINs MULTIPLE-PIECE MEMBERS JOISTQ v! * 5d COOLER NAILS® lo°O.C. NAILED' BOLTED' Z Q �-- BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE 2 Rows 16a 3 ROWS Ibd 2 Rows14 2 ROWSJY 2 ROI,))• FIRESTOP VER vCAN _ W/(4) IOd NAILS COMMON COMMON BOLTS■24' BOLTS BOLTS J'/ o 12"O.C.° 012.0'a., Off•sT, 'ER O 12'O.G. O b'O.G. GOVERIN6 IS APPLIED \' STU 20 ga.STRAP /W�y�/ GYPSUM BOARD TWO ROWS 12'O.G. THREE ROWS 12'O.G. TO'�5.10151•S DOUBLE PLATE "5d COOLER NAILS 0 10"O.G. (10) 8d NAIL BEAM SELECTION w/ STD. NAILING ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 - NOTE: ENDWALL 5 AS NOTED IN NOTES '1' $ 8 ° ~ t ' t( \J S NONCOMBUSTIBLE ALTERNATE Q �+ W JOIST SHALL BE LOCATED DIRECTLY « 0 �y DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 LOCATION 1.1.. VER STUDS, UNLESS TOP PLATE 15 4•o EDGE/12"o FIELD FULLY BLOCKED SOLE of GIRDER ui 2 O I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS u6- Il'a TYPE W OR 5 FIRESTOPPIN6 LOCATION (5 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO ROWS b"o.G. LOCATION 5 � //�y��/ FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUf THE FULL INTERIOR STUD DETAIL \ / THICKNESS OF THE MEMBER U5E WASHERS UNDER HEAD'AND NUT. O O (' � ° 5 p e O Y ERLA I D ROOF 5.STAS6ER EACH ROW OF FASTENERS BY 12•. O O° O O 9 ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. 1I! FIRESTOPPIN6 1V0 VIII III li TO BE PILLED AlNONCOMBUSTIBLEW® NOOMBUSTIBLE PIRESTOPPIN6 ix ^ 5.FOUR-PIECE MEM SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO l ` APPROX.I INCH THICK Q a— N BOTH �. b.VALUES FOR NAILIN6 CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION -7 \� 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPING w/ T.2 ROWS OF 16,d COMMON NAIL5 112.O.CJ FOR DEPTHS 12'OR LESS 4 8d NAILS LOCATION 8 FiREsroPP1N6 LOCATION q o EA.END o R.R. e.s ROWS OF I6d COMMON NAI1-5 02'O.GJ FOR DEPTHS OF I4",Ib'ale•. LOCATION 10 (FULL WIDTH 2" BLOGKIN O f~ OONSTRUOTION DETAILS WIND LOAD PATH OONNEOTION DETAILS TOP PLATE DRILL 2'1 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SGALE INTERSECTION DETAIL XIST.ORNEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd ,CONTINJOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s .i ALI&N NEW S EX. R.R. A5 SHOWN KING STUDS � PLAN VIEW NOTE: TROOF, IMI INR NE D WOOD JO ST --c) WOOD JO I CRIPPLE STUD _ BLOCK I NO JOIST HANOER HEADER OENERAL REOU I REMENTS FOR OENERAL REQUIREMENTS FOR - - z w INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O 1 RDERMEADER –O > . WOOD OI RDER JACK STUDS W WOOD JOIST MAIN MEMBER W O JOIST FRAMI NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH OI RDERMEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: IAM•X S APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX_ I. NAILS SHALL BE DRIVEN PERPENDICULAR TO RS SHOWN TA,BOVETHE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENT OVER P E LZ E R A MIN. OF (3) NAIL II AT A 410° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER O 3BE O AVOID ILS SHALL INSTALLED IN EAI SIDE OF RAFTER OR GEN0, NO MORE THAN 2 TOE LLING JOIST WALL STUD - 0 WALL STUD 0 WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE - ) BOTTOM PLATE— IN (� 220 NAVY STREET EA. SIDE WHEN FASTENED TO A 2'W TOP PLATE. BATHTUB - SUB FLOOR - DOUBLE JOIST �� DOUBLE JOIST –0 TOP PLATE ORIENT, NY 11957 GHIM. CHASE SECURINO (9 STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION Vi/STUDS TO ATTIC FLOOR $ ELK-0 TO R/L SIDES w/STRAPPING TO R/L SIDES) O TOP PLATE o 0-1 Q WIND RESISTANT OONSTRUOT I ON OONN GTORS PAGE: GHIM. CHASE WALL a z 0 U G-004mOO CONNECTION LOCATION: PART NUMBER: NOTES: 77 o w° v RI DOE-TO-RAFTERS 0520 Com? 21" APPLY TO EACH PAIR OF RAFTERS II- z Q a z Q ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 12/01/22 4 OF 15 = z ROOF v o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z OO REQ'D BLOCKING J J Q �' PLATE-TO-WALL STUD C520 ® 18" z a APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING w F w ! Ep ® EA. LEVEL ABOVE Ul 4R �C THE FIRST FL. ® z w X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 (9 36" APPLY TO EACH WALL STUD ��5� ,� �'fj� FLOOR/61-0. ® O HEADER-TO-JAGK STUD C520 @ 12° APPLY TO EACH JACK STUD A R .1:1� CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END (P 9�, X37405 yO�Y IST. FLOOR-UNDER-SILL PLATE C.520 (USE UNDER DOUBLE SILL PLATE tcOP NES SIDE VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION IN5TRUGTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL`1ERAL 5 I �50L <E**�r : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT D WOOD FRAME (L.O. STL. W I WHEN APPLICABLE) I EXISTING TO REMAIN W i a0 NEW WOOD FRAME (L.O. NEW FOUNDATION WALL _ F... STL. WHEN APPLICABLE) +' IN NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL El WOOD FRAME (L.G. STL. PO5T FOR 4" WALLS w (o WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w � POST FOR b" WALLS), U.O.N. Z +, N >- NEW 2-HR FIRE RATED ,�si Z O It WOOD FRAME (L.O. 5TL. ��� _ WHEN APPLICABLE) °p CV X U O W O Om -' , FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Z N O -N I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT Q C) O TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND Z O (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS $ SILL SEAL Q • ANCHOR BOLTS AS PER PAGE 0-003 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION • P. GONG. FOUND. WALL AS PER DETAIL UPON SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR • P. GONG. FOOTING AS PER DETAIL ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER • • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ENCOUNTERED • B.O. FOOTING 3'-0" BELOW GRADE MIN. �y • 1/2" EXPANSION JOINT a PERIMETER OF SLAB (WHEN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS Li Z APPLICABLE) Q � • • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT STOOPS (WHEN APPLICABLE) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE Z v • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED Q,° W n 1 m FOR HEIGHT OF WALL b SLAB (WHEN APPLICABLE) CARBON STEEL ASTMA&15 GRADE 60. MM FOR SLABS DO NOT N/y (f l I I NEED TO BE EPDXY COATED HOLDOWN: b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS O HOLDOWN 'B' AS PER PAGE 0-003 SHALL BE STAGGERED W LLJ + -7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN J W HOLOOWN: PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, HOLDOWN 'G' AS PER PA5E 0-003 COVERAGES,AND PLUMBNESS 27'-II" NEW UN-REINFORCED P. GONG. SLAB 8 CEMENTS ALL CONFORM TO A5TM 0-33 FOR STANDARD WEIGHT I. NEW 3" THK. UN-REINFORCED P. GONG. SLAB UPON 2. b MIL POLY VAPOR BARRIER UPON z 3. 4" (MIN) GRAVEL BASE W FREEZE PROOF HOSE BIB: GONGETE - GOLD WEATHER POURING B CONCRETE MIXTURE m Q (/� O FASTENED w/MASONRY ANCHORS(PRECISE Q 7 N V J I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ' • L.1.. Z LOCATION T.S.D. IN FIELD - CONSULT w/OWNER) CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE _ _ U EXTERIOR CRAWL SPACE ACCESS HATCH: HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE �. E1 U OS 36"x36" LOCKABLE ACCESS HATCH 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERSO OI5"xl2" DEEP P. GONG. CONTINUOUS FOOTING 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 1 _ _ _ _ _ _ _ _ = W AS PER DETAILS 2/A-401 d 3/A-401 (TYP) CONFORM TO AGI 306. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / p p J ^, OFOUND 8 POSTS FOR WD. DECK: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO tQ m `Y WD. P.T. P05T d P. CONC. PIER UPON FOOTING A5 PER TEMPERATURES WITHIN 10" F OF CONCRETE. d p DECK DETAIL (TYP) 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 25 4'-6" 5 4'-6" �j f0 C Q 215 FOR WOOD STAIRS ® GRADE: REMOVE AS REQ'D. - - _ - - - - - - O 4" THK. P. CONC. PAD &" WIDE x REQ'D LENGTH UPON b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 9 . 6" GRAVEL UNDER 2"xl2" P.T. STAIR 5TRINGERS a PERMITTED WHEN NECESSARY. - - - - - - - - - - - - - - - - - - - - - - -I MAX. 16" O.G.,U.D.N. (MIN. 3 STRINGERS) - - - - - - - - - - - - p • A MIN. TEMPERATURE OF 55* F RESERVED: , AND SHALL BE WITH. FORMHORK SHALL BIN IGT F OF CONCRETE TEMPERATURE•OR HIGHER - -- '- N Q I 6 m Q 3 O . I O 8. CONCRETE SHALL BE AIR ENTRAINED FOR COLD WEATHER POURINS. d Q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE BTYPICAL LEDGER BOARD ® EXT. DECK: PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 10 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 3 2. SECURED w/(2) 5/5" cP x 5" LONG H.D. GAL. LAO BOLTS (ASTM C444/G4G4M,TYPES G AND E). Lo 016110.0. 10. CONSULT ARCHITECT WHEN STEEL EMBEDOMENT OR055 SECTIONAL 3. INSTAL H.D. OALV. J015T HANGERS BY 'SIMPSON' (OR AREAS EXCEED ONE SQUARE INCH. _ _n I I I- r - F- 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED ( i I i I O I1 I 1 O I I O I IN7 BENT OVER TOP EDGE OF LEDGER BD. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS � 5. SEE NOTED DETAIL REACHED A COMPRESSIVE STRENGTH OF 500 PSI. I I L - J \J - J J 12 2. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 I I GRAWL5PACE 2 TYPICAL CLOSED FOUNDATION II ® PORCHES / PATIOS: I 3 3 GRAWLSPAGE I. SEE NOTED DETAILS I 3 2. ALL HORZ. SURFACES SHALL BE PITCHED @ 1:48 _ 6 AWAY FROM BUILDING FLOOD VENT NOTES: ry I I r 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER = FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 6 f. 'S.V.' DENOTES Ib°x8" FLOOD VENT BYSMART VENT' 'Y BED ALL FLASHING IN ASPHALTIC MASTIC ; I I.I. FOR MASONRY / P. GONG. - MODEL # 1540-510 _ 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 a &" O.G. VERTICAL TO EA. OTHER 1 2. FOR WD. FR. - MODEL # 1540-510 I . A z d TO MAIN FOUND. 1.3. FOR GAR. DR. - MODEL # 1540-524 OR 1540-5-74 A-301 s ., I I O I I I O I IN A-301 . . . . . . . . . . PERMACA5T COLUMN FOOTINGS (COVERED PORCH) 2. INSTALL AS PER MANU. SPEG.'s; L - J L l T 12 PERMAGAST COLUMN UPON EXTENDED FOUND. WALL d FTG. B MASONRY PATIO I 2 1 L J I m° V PROVIDE ADDITIONAL (2) #5 VERT REBAR IN GONG. FOUND. 3. IT I5 RECOMMENDED TO USE THE "POUR IN PLACE VINYL ABOVE WALL BENEATH COL. d INCREASE HORIZONTAL REBAR IN BUCK" BY SMART VENT' WHEN IN NEW P. GONG. FOUND. WALLS COMPACT EVERY I 3 SAGKFILL GONG. FTG. BY AN ADDITIONAL (I) #5 REBAR. It 4. EA. 'SMART VENT' IS RATED FOR 200 S.F. OF UNDERFLOOR d1 I b". PROVIDE 3" SEE AL50 DETAIL 6/A-401. SPACE �'p GONG. SLAB W/ I I 1 I I f 1,454 S.F. /200 S.F. PER VENT = 1.3 = 8 VENTS I STONE FINISH W (8 PROVIDED) g I a 12 12 I I I 3 Q a-aoi _ _ ^ I I ~ 5. BOT. OF VENT SHALL BE LOCATED A MAXIMUM OF 12' FROM - - ^, - - - - - - I L F -1 F- -1 I J FINAL EXTERIOR GRADE AND INTERIOR GRADE �} / ' I o I o I ' PROJECT: /AD 3 I I PELZER ,'-4" I RESIDENCE d, - m STMASON OVEN I 6 I .' I 220 NAVY STREET ° I _ I ORIENT, NY 11957 b'-lOy2" 6'-lOy2" 6'-10y2" - - - - �- - - - 5 V. I BACKFILL COMPACT EVERY 6". 20�- PROVIDE 3" - 4 DRAWING TITLE: tom 6'-4" m G I -STONESH GONG. SLAB W/ PROPOSED FOUNDATION PLAN to I fINI Q Q PAGE: 4 :21--4-- A-101m00 0 5 10 20 PROPOSED FOUNDATION PLAN GRAPHIC SCALE 1/4"=1'-0" DATE: 12/01/22 5 OF 15 O S.F. HABITABLE SPACE; 1,454 S.E. CROSS ,AREA SCALE: 1/4" = I'-o" • �xED ARCyi 5 � (1 . 00 .q 0374()$ �O rF 0 t4 IT1�'' *ALL INTERIOR DOORS SINGLE PANEL SHAKER STYLE I E L ���/� � � : ALL NEW WINDOWS SHALL BE ANDERSEN 'A' SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING d 5TRAPPING DETAILS. Q,. �J I `ISI I DOOR SCHEDULE **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** Q _ EXISTING TO BE DEMOLISHED :, NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. DOOR MATERIAL WINDOW CHART 0 W WHEN APPLICABLE) TAG DESCRIPTION - _ - - -I 0 NOES EGRESS U W I EXISTING TO REMAIN - QO Q TAG TYPE MODEL #0 ROUGH OPENING WINDOW DIMENSION CLEAR W J p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL WIDTH HEIGHT I Q OPENING P7 K WIDH REQ'D: 20" TEMPERED N HEIGHT REOV:24' Q ++ STL. WHEN APPLICABLE) _ WIDTH HEIGHT WIDH f HEIGHT OPEN REab: 5.-i S.F.' _ '- - C --- - - - _ _ .-. O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL - EXTERIOR A CASEMENT AGW2654 2'-b" 5' 4" 2'-5 5'-3 V WOOD FRAME (L.G. STL. POST FOR 4" WALLS SINGLE SWING W/ -- -- = WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL OI J SCREEN 2'-b" 7'-O" 1 _!_ MUDROOM - B (2) r CASEMENTS [A:0�(�A4EZ-Vl 2'-5 4" •� � Q L 1 = -- - -- -L MULLED -+� POST FOR b" WALLS), U.O.N. f r ! l SCREEN GASEMENT5 Z CV NEW 2-HR FIRE RATED 02 SINGLE SWING 2'-8" 7'-O" -�-- I -_ --- - G (2) AGW2638-- 2'-b" 3'-g" 2'_5 " -- 3'_-i " 1 Q O l� Z •� WOOD FRAME (L.G. 5TL. 2 l PORCH/DEN MULLED J CC _ WHEN APPLICABLE) O3 SINGLE SWING W/ IF 3'-O" -1'-O" • • ENTRY D CASEMENT AGW2638 2'-b" 3'-8" 2'-5 3'-'I G •p .Y N 50REEN 50 ----- - Fo4 SLIDING W/ 50REEN �E 6'-O" �'1'-O' • • DINING ROOM l E PICTURE APW3038 3 0 3'-8 2-I I 3-7 I W O O m -t T- FLOOR PLAN NOTES SINGLE SWING W/ �� �� 2 51DELIGHTS F CASEMENT AGW3038 3'-O" 3'-8" J 2'-II 1" 3'-� T= z _j N O +' 05 J SCREEN ---]1- =-o- L 7'-O' • l • SEE PLAN - 4 - Q p -_-- -- DOOR NOTE: NEW ATTIC ACCESS - PULL DOWN STAIR: G CASEMENT AGW2030 2-O 3'-O' I -I I 2-I I Q �- � � O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. MIN. 350 # CAPACITY INTERIOR - FIRST FLOOR 4 Z 0) n l PLANS BY 'JELD-WEN' (OR EQUAL). 2.SIZE TO FIT MEGH. EQUIP. THROUGH OPENING (MIN. - 1"7 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 22"x30") O6 DOUBLE POCKET (2)3'-0" 1'-0" STUDY H CASEMENT ]=Ar_K2b495 2-8 4-8 2-7 4-7 PLANS BY 'THERMATRU' (OR EQUAL). 3.1/2 HR FIRE RATED --]I --- _-_- - Z 3.DOOR TYPE TO SELECT 4.DSL. FRAMING WHEN NEW OPENING f 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. 5PEG.'s 01 SINGLE SWING 2'-b" 111- '7. SEE O" • j - I - BATHROOM I I E�5 ERVED � /' 5.INSTALL AS PER MANU SPEG.'s b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS IF -- _--- - - -- -- b.PROVIDE (2) 2"xb" HDR.,U.O.N. l J CASEMENT ACW2a4B) 2-8 4-8 2--1 4-7 PAGE 0-003 FOR ALL OTHER FRAMING NEW EXHAUST FAN SHALL BE INSTALLED WHERE OS DOUBLE SWING (2) I'-b" 7'-O" � - I CLOSET 5 -- - _ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 8 VENTILATION IS NOT MET BY MEANS OF NATURAL I r K CASEMENT AGW2455 2'-4" 3'-8" 2'-3 3'--1 2 5TAIR 4 RAILING NOTE: O CIRCULATION THROUGH WINDOWS OR DOORS TO 09 SINGLE SWING 2'-O" -1'-O" --�L� �I CLOSET b -- � - - A G Z v OUTDOOR SPACES AS PER NYS MECH. CODE SECTION L - I. ALL NEW STAIRS 5HALL HAVE MAX. a-1/4" RI - - -- 403.3.2.3; INSTALL AS PER MANU. SPECS ( l�( l L CASEMENT AGW2438 2'-4" 3'-8" 2'-3 3'--1 0- d MIN. lo" Tr - RISERS SHALL BE CLOSED 10 DOUBLE SWING (2)2'-O" 7'-O" • ul CLOSET 7 L W 2. 42" HIGH GUARDRAIL 8 SPINDLE SPACING I� IF NOT TO ALLOW PASSAGE OF A 4" m SPHERE; NEW PLUMBING FIXTURES: Q - -- - M (2) CASEMENT 0X155 12- ' 8 5 5 36" HIGH HANDRAIL k SPINDLE SPACING NOT 0 FIOA SINGLE SWING 2'-b" 7-O ��� MEGH. GL FPSG [ � +J Ir q ALL NEW PLUMBING FIXTURES TO COMPLY WIH PG 405. 8 2-1 2 5'4 • TO ALLOW PA55AC7E OF A 4" (P SPHERE SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. - _ - -- _- W 3. GRIPPABLE RAIL AS PER CODE O RESERVED • 4. RAILING TO BE WOOD NEW FLOOR: W W 10 I. NEW 4" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); W SMOKE DETECTOR / GO DETECTOR NOTES: SCREW PERIMETER OF SHEATHING 6" O.G. 8 12" O.G. a P DOUBLE HUNG ADH2640 - 2'-b" 4'-O" 2'-5 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT INTERIOR. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2.NEW FINISHED FLOOR PER H.O. SELECTION FQ DOUBLE HUNG ADH2640 2'-b" 4--O" 2'-5 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'S NEW TILE FLOOR: 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR II 1. NEW TILE FIN15H (H.O. TO SELECT) UPON CASEMENTS „ W IN COMPLIANCE WITH LOCAL CODE 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON R (2) MULLED AGW2640 :21-611 4-O' 2-5 51-1141, • Lim o - 3.NEW J" DUROGK GEMENTBOARD (OR EQUAL) UPON r n 4.NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); CASEMENTS 5 (2) MULLED AGW2640 2'-6" 4'-0" 2'-5 3'-I I • • , 0WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. 6 12" O.G. 1. ALL NEW WINDOWS Q DOORS SHALL BE ANDERSEN INTERIOR. CASEMENTS V Q CASEMENT,DOUBLEHUNG, OR GLIDING (AS NOTED); T (2) MULLED ACW2640 2'-b" 2'-5 3'-II • W 1i INSTALL AS PER MANU. SPEC.'S. FOR FIRE RATED DOOR: - S SUBSTITUTIONS,SEE NOTE #5 IN "GLASS WINDOWS 12 2¢x6$ 1.5 HR. SELF-CLOSING STEEL DR. U DOUBLE HUNG ADH2640 2-6 O 2-5 � 3-I I �� L AND DOORS" ON PAGE 6-002 IF CASEMENT IL __ F4- _ WINDOWS - ALL CSMNT WNDW5 SHALL HAVE -- = W 0 STRAIGHT ARM HINGE WHEN NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION V DOUBLE HUNG ADH2640 -5 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE 13 PROVIDE (2) LAYERS OF 5/b" "DEN50LA55" FIRE - - -- -- W TILT WASH RATED SHEATHING BY GEORGIA PACIFIC" (OR EQUAL) N 3.ALL GLAZING WIHIN Ib" OF FF TO BE TEMP. 0L. JOIN PANELS AS PER MANU. SPECS (ASTM E 136) 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A (RATING AS PER 2020 NYSBG TABLE -122.6.2(1)] MINIMUM (2) 2"X5" HEADER U.O.N. • PROVIDE SHEATHING AROUND DROPPED BEAMS 6 HEADERS AS REQ'D EGRESS NOTE: PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "3M"IN COMPLIANCE WITH NEW YORK STATE BUILDING (OR EQUAL) CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF FASTEN AS PER MANU SPECS 14'-11" b'-6" 5'-b" 12'-5" 6'-3" " 6'-b" EGRE55 SHALL BE FOLLOWED: • INSTALL ALL AS PER MANU SPEC.'S NET CLEAR OPENINO........... 5.7 S.F. NEW MECH. CLOSET: NET CLEAR HEIGHT............... 24" MINIMUM 14 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s NET CLEAR WIDTH................. 20" MINIMUM 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL m UNITS AS PER NYS MG 306.1 OTYPICAL BATHROOM NOTE: 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES Q I. WALL BOARD 3 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN REQUIRED PER NY5 MG 804. z j ALL BATHROOMS TYPICAL MECHANICAL AREA NOTES- 1.2. - 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND I. FOR WD. FR. FLOOR - PROVIDE 1/2" CONC. BD. BY i O TUB SURROUNDS °DURocK° (OR EQUAL) ® t FRAME DECK 2. SHOWER FLOORS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2. FOR WD. FR. WALLS - PROVIDE (I) LAYER OF 5/b" TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) 2.2. CONCRETE MUD-SET(SLOPE I/b" PER FOOT - ' TOWARDS DRAIN) UPON 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. O n m 2.3. WATER PROOF MEMBRANE TO COVER SHOWER SPEC.'s AND AS PER NYS MEGH. AND FUEL GAS CODE �; W FLOOR,WRAP DRAIN 4 ATLEAST Ib" UP WALLS 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT Q 3'-10" IT CONFORMS TO NY5 MEGH. AND FUEL GAS CODE +/-3'-3"IF+/-3'-3" +/-3'-3" +/-3'-3" �2 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE EQ. B' EQ. 'B' EQ. 'B' EQ. 'B' 4'-3" 2'-b" 3'--1" 3'-O" ONEW LAUNDRY CLOSET: FRESH AIR INTAKE FROM EXTERIOR FjF 6 4 �� I. NEW WASH /DRY HOOK UP 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL H 4 J 4 \ 04 �r��u i.-�(.E� INSTALL O" MIN 2.COORDINATE LAUND. CLOSET d DOOR DIM.'s EMERGENCY SHUT OFF SWITCH 2'-I"� 3' x 5'-6" VENT 4'-O" MIN. w/SIZE OF EQUIP. 7. FOR GAS SERVICE,PROVIDE GAS SHUT OFF SWITCH OI SHOWE FROM WINDOWS ry 3.PROVIDE HOOK UPS AS REQ'S PER MANU. b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER - CLEARANCES AS PER CODE to 1 p i Q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d ` DRYER EXHAUST NOTE: CONNECT TO SANITARY SYSTEM A5 PER NYS m to . p m m v' Z I. DUCT SHALL TERMINATE TO EXTERIOR PLUMBING CODE ' GL. 5 - w 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY IO.APPLIANCES JOINED THROUGH A COMMON NATURAL 2 OPENINGS DRAFT VENTING SYSTEM SHALL COMPLY WIH ALL Ob I 0 3.DUCT 51ZE AS PER MANU. SECTIONS OF 2020 NYS RG 0242-1. _ 5 _ - _ _ = 15 U 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER m in STUDY O ui 2 4._I.. m m 5. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN COMBI-BOILER 61 S.F. O O NAVIEN F.A.I. DINING ROOM - I �u CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO IS NEW NAVIEN NFO-250/1-75H WALL-HUNG BOILER. +w BATHROOM I 12'i S F ® ® GOMBI m CONNECT THE DRYER TO HE EXHAUST DUCT SYSTEM I. DIRECT VENT HROUGH WALL. _ 50REEN 51 S.F.ELECTRICAL - rTILE� b 10 2 MEGH. ANT / SHALL BE LIMITED TO 51NGLE LENGTHS, NOT TO 2. F.A.I. THROUGH WALL. _, PORCH PANEL �, 36"V Ob GL. m EXCEED b FEET AND SHALL BE LISTED AND LABELED 3. INSTALL PER MANU. SPEC.'S t '(� 200 S.F. MUDROOM m 10 c IN ACCORDANCE WITH UL 2156A. - I - O 13 1- 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID HYDRONIG AIR HANDLER: - -HOOD- 53 S.F. ® Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I6 I. PROVIDE NEW 5-TON HYDRONIC AIR HANDLER BY m 111 -TILE- 15 � RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST to OR APPROVED EQUAL IN ATTIC. PROVIDE (2) �; 10 9 K O- F.P.5.0. ZONES;FIRST AND SECOND FLOOR w II w' IOA PROJECT: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL Z �REV4S 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOILER - -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER TO NEW COIL. LOCATION TO HE WALL OR ROOF TERMINATION. THE 3.ROUTE COOLANT LINE AS REQ'D FROM A/C CONDENSER. 1Z-1f r I I 3 Q 12 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 t>7- O HALLWAY O O 5 TON FEET FOR EACH 45• BEND AND 5 FEET FOR EACH 90• ' fa - -1 1 V' SM/GO CONDENSER ON P E LZ E R BEND. THE MAX. LENGTH OF HE EXHAUST DUCT DOES m('S,tu 02 PLATFORM RESIDENCE NOT INCLUDE THE TRANSITION DUCT. A ABOVE DFE A A-3 A-301 OQ F 4 O JLL+/-3'-3" + "JL+/-3'-3"JL+/-3'-3" 4'-�,2" 2'-Sy2" ENTRY I I 4'-4° 220 NAVY STREET EQ. 'B' Ea. 'B' Ea. 'B' EQ. 'B' 40 S.F. � 2'_4" _ GREAT ROOM m ORIENT, NY 11957 m STE COVERED I CLOSET 1 247 S.F. U PORCH ( KITCHEN Ilia S.F. 1O `� DRAWING TITLE: 2:12 SLOPE - O3 1O ELECTRICAL N A-aol � C 1 Cn� METER PROPOSED FIRST FLOOR PLAN ENTRY O 9" b'-10" 0. b'-II" 6'-10" E 4 C ANDERSEN It 3'-3y2" 3'-3y2'= ST(334) WIH q p SIDELIGHTS m �p in ROOM FINISHES �, 1 O5 m PAGE: WALLS FLOOR �I ` u GA5 ® . Ur(" 0 METER 3 O O ROOM z w pO r NOTES iD ( o �l m m L l DATE: 12/01/22 6 OF 15 G 4 B 4 FIRST FLOOR 6'_ " 6' " STOOP SCREEN `�22 - PORCH u ( - O t-= Y MUDROO / ENTRY ® ® D AG,�" BATHROOM 6'-0" 12'-5" _ L 12'-5" co L___ A __1 F___ I E_ DINING -_ ROOM w 4 r� 55'-:2" ( w f .•t KITCHEN )> ENTRY I�- --- -• - 0 5 10 20 CREAT • FROPOSED FIRST FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" O Neo ROOM L-- --�I- STUDY ��� �� 1,251 S.E. HABITABLE SPACE; 1,454 S.E. OROSS AFEA SCALE: 1/4" = 1'-0" OENERAL : 'BALL INTERIOR DOORS SINGLE PANEL SHAKER STYLE ALL NEW WINDOWS SHALL BE ANDERSEN 'A' SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 8 STRAPPING DETAILS. �- I I 1� DOOR SCHEDULE **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - - ---- -- --- - -- -- WINDOW CHART (n 0 WOOD FRAME (L.&. STL. ( DOOR MATERIAL _ --- __---- - -_ _ W WHEN APPLICABLE) �_ EGRESS (, _Lfj .J Q EXISTING TO REMAIN = TAG DESCRIPTION p -i NOTES ROUGH OPENING WINDOW DIMENSION CLEAR W NEW FOUNDATION HALL ®ID - p 4 N TA6 TYPE MODEL # - WIDTH HEIGHT OPENING TEMPERED I� NEW WOOD FRAME (L.6. WIDTH HEIGHT Lu J WIDTH REQ'D: 20" (V WIDTH HEIGHT 24" = Q HEIGHT 1 STL. WHEN APPLICABLE) _ � � � IU ---- ---- -- OPEN REO'D: 5.1 S.F. � � E Lo 0) WOOD FRAME(L G SDTL. © MIN. (2) 2"x4 STRUCTURAL POST FOR 4 WALLS INTERIOR - SECOND FLOOR A CASEMENT AGW2654 2'-b" 5'-4" 2'-5 5'-3 r 0 --- - - - Q- - 6. l� 5'-4 2-5 5-3 O WHEN APPLICABLE) (MIN. (2) 2x6" STRUCTURAL (2)2-O CASEMENTS POST FOR b WALLS), U.O.N. MULL 654 11 DOIG 1 J -----_-- - - Z '�'' N NEW 2-HR FIRE RATED j�17F - - - - - CASEMENTS L �s� l G (2) AGW2638 2'-b" 3'-8" 2'-5 1" " Lo Z �}' WOOD FRAME (L.6. STL. 12 SINGLE SWING 2'-6" b'-8" • �� J�� BATHROOM 2� MULLED 4 -��3-� Q O c --- - - - - -- D CASEMENT AGW2638 2'-b" 3'-8" 2'-5 4" 3'-7 x -J WHEN APPLICABLE) -: -__-_ -- - - - - - _- _ - Q "(�) 13A DOUBLE SWING - (2)2'-O" b'-8" I CLOSET 2 _- -- I- '_ - _ - Q Q Q 14 SINGLE SWING 2'-6" 6'-8" • BEDROCM I E PICTURE APW3038 3-O �- 3-5 2-Il 4" 3'-7 4" �jJ Q 0 m .+� J 0 Lo FLOOR PLAN NOTES -` - -- - -- F CASEMENT IFAGW3038 �3'-O" 3'-8" 2'-I I 3'-7 Z �„ N 0 Q 15 �I DOUBLE SWING (2)2'-6" b'-8" I • �� LAUNDRY CLOSET - - _- Q Lo Q0 � ODOOR NOTE: NEW ATTIC ACCESS - PULL DOWN STAIR: ----- - - G CASEMENT AGW2030 2'-O" 3'-OZF-H _ ILa� OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON 7 I. MIN. 350 # CAPACITY __ _ PLANS BY 'JELD-WEN' (OR EQUAL). 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. I6 RESERVED CASEMENT AGW2848 2'-8" 4'-8" 2'-7 4'-7 " 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON 22"x30") PLANS BY 'THERMATRU' (OR EQUAL). 3.1/2 HR FIRE RATED 17 SINGLE SWING 2'-6" 6'-8" • BATHROOM 3 - -- - -_-- Z 3.DOOR TYPE TO SELECT 4.DSL. FRAMING WHEN NEW OPENING =_=_ E-A I RESERVED �Wy ■ 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5. INSTALL AS PER MANU. SPEC.'S ( _ 5. INSTALL AS PER MANU 5PEC.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS 18 RESERVED �C- - II J- - J �y Z 6.PROVIDE (2) 2"x8" HDR.,U.O.N. -._- - LL= - _111111 __--_ -- _ -------_- J CASEMENT AGW2848 2'-8" 4'-8" 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING NEW EXHAUST FAN SHALL BE INSTALLED WHERE Iq DOUBLE SWING (2)I'-6" 6'-8" • GLO5ET 3 a - - ELEMENTS AROUND DOORS(TYP. FOR ALL) U.O.N. O cc " K CASEMENT AGW2438 2-4' U 8 VENTILATION IS NOT MET BY MEANS OF NATURAL _ _ r r � �� � rr r r� STAIR d RAILING NOTE: CIRCULATION THROUGH WINDOWS OR DOORS TO A _ Z OOUTDOOR SPACES AS PER NYS MECH. GORE SECTION 20 SINGLE SWING 2-b 6-8 • BEDROOM 2 m I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" Rl 403.3.2.3; INSTALL AS PER MANU- SPECS _____ L CASEMENT AGW2438 2'-4" 3'-8" 2'-3 3'-7 W (D W d MIN. 10' Tr - RISERS SHALL BE CLOSED --- -- -- -- � � W 2. 42" HIGH GUARDRAIL d SPINDLE SPAGIN6 21 51NOLE SWING 2'-6" 6'-8" • BEDROCM 3 - -- --- -- - NOT TO ALLOW PA55A6E OF A 4" R SPHERE; NEW PLUMB I N& FIXTURES: 36 HIGH HANDRAIL # SPINDLE SPAGIN6 NOT q ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. ---- M (2) CASEMENT GX155 2'-8" 5'-5 2'-7 5'-4 • TO ALLOW PASSAGE OF A 4" (P SPHERE O SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 22 51NGLE 5WIN6 I'-6" b'-8" F LINEN 2 -- - W • 3. 6RIPPABLE RAIL AS PER CODE O - RESERVED W Lu 4. RAILING TO BE WOOD NEW FLOOR: �l (� P DOUBLE HUNG �ADH:2640 W 10 I. NEW " PLYWOOD SUBFLDOR BENEATH (GLUE s SCREW); 23 DOUBLE 5WIN6 I'-6" 6'-8" I • i�U CLOSET 4 SMOKE DETECTOR / GO DETECTOR NOTES: SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® (( - __� -- O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT INTERIOR. - ( - -- - SMOKE /CARBON MONOXIDE COMB1NATION DETECTOR 2•NEW FINISHED FLOOR PER H.O. SELECTION Q DOUBLE HUN& ADH2640 2'-b" 4'-O" 2'-5 4" HARD WIRED TO EACH OTHER w/BATTERY BACKUP. NEW TILE FLOOR: J 1- 2.INSTALL ALL AS PER MANU. SPEC.'S 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 11 1. NEW TILE FINISH (H.O. TO SELECT) UPON R (2) CASEMENTS AGW2640 2'-b" 4'-O" 2'-5 3'-II • W IN COMPLIANCE WITH LOCAL CODE 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON �y 3. NEW 4" DUROCK GEMENTBOARD (OR EQUAL) UPON CASEMENTS 4.NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREN; S (2) MULLED AGW2640 2'-6" 4'-O" 2'-5 4" 3'-II ■ ■ V 01.WINDOW NOTE: SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® -- - -- --- --_- _- �� I CASEMENT,1 DOUBLEHUN6,OR 6L DING (AS NOTED);NPONS 4 DOORS SHALL BE ANDERSEN INTERIOR. T (2) L7��SEI,EENTS D AGW2640 2'-b" 4'-O" 2'-5 4" 3-11 4" • V INSTALL AS PER MANU. SPEC.'S. FOR -- � W FIRE RATED DOOR: SUBSTITUTIONS,SEE NOTE " IN "GLASS WINDOWS O U DOUBLE HUNG ADH2640 2'-6" 4'-O" 2'-54" 3'-11 AND DOORS" ON PAGE 6-002 IF CASEMENT 12 2¢Xb$ 1.5 HR. SELF-CLOSING STEEL DR. WINDOWS - ALL 05MNT WNDWS SHALL HAVE W 5TRAIGHT ARM HINGE WHENIL 4" 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION LV DOUBLE HUNG [AADH2640 1��-o " 2'-5 3'-II " TILT WASH 13 PROVIDE (2) LAYERS OF 5/8" DENSGLA55" FIRE RATED SHEATHING BY GEORGIA PACIFIC" (OR EQUAL) < W 3.ALL 6LAZING WITHIN IS' OF FF TO BE TEMP. 6L. JOIN PANELS AS PER MANU. SPECS (ASTM E 136) N 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A [RATING AS PER 2020 NYSBG TABLE "722.6.2(1)] MINIMUM (2) 2"XS" HEADER U.O.N. PROVIDE SHEATHING AROUND DROPPED BEAMS d EGRESS NOTE: HEADERS AS REQ'D IN COMPLIANCE WITH NEW YORK STATE BUILDING PROVIDE FIRE RATED SEALANT® ALL SEAMS BY "3M" CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF (OR EQUAL) EGRESS SHALL BE FOLLOWED: FASTEN AS PER MANU SPEC.'5 • INSTALL ALL AS PER MANU SPEC.'S NET CLEAR OFENINO........... 5.7 S.F. NEW MECH. CLOSET: NET CLEAR HEIGHT............... 24" MINIMUM 14 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s NET CLEAR WIDTH................. 20" MINIMUM 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL TYPICAL BATHROOM NOTE: UNITS AS PER NYS MG 306.1 O I. WALL BOARD 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES m � I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN REQUIRED PER NYS MG 804. Q ALL BATHROOMS TYPICAL MECHANICAL AREA NOTES: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY _ "DUROCK" (OR EQUAL) O 2. SHOWER FLOORS m 33'-2" 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8' i 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON � 2.2. CONCRETE MUD-SET (SLOPE I/B" PER FOOT TYPE "X' GYP. BD. UL U3o5 (OMIT ON GONG. WALLS) TOWARDS DRAIN) UPON 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 6'-IV:2 2.3. WATER PROOF MEMBRANE TO COVER SHOWER SPEC.'s AND AS PER NYS MECH. AND FUEL OAS CODE - K 4 L 4 M 4 pt 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT t ` FLOOR, WRAP DRAIN d ATLEAST IS" UP WALLS IT CONFORMS TO NYS MECH. AND FUEL 6A5 CODE - --- _ r + �_ 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE NEW LAUNDRY CLOSET: FRESH AIR INTAKE FROM EXTERIOR L D I I ( & q O I. NEW WASH / DRY HOOK UP b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 2.COORDINATE LAUND. CLOSET d DOOR DIM.'s EMERGENCY SHUT OFF SWITCH W SIZE OF EQUIP. -1. FOR 6A5 SERVICE,PROVIDE OAS SHUT OFF SWITCH ( I - -- - b = O O 0 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 1 BATHROOM 3 CLEARANCES AS PER CODE I Ii - I in BATHROOM 2 I 5.F. -. q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d !I q TILE^ I ^TILE�II Ln Ln 0 Z DRYER EXHAUST NOTE: CONNECT TO SANITARY SYSTEM AS PER NYS j: I --_ _ =--- - - - _ _ �, - w I. DUCT SHALL TERMINATE TO EXTERIOR PLUMBING CODE I I' - * 2 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10.APPLIANCES JOINED THROUGH A COMMON NATURAL OPENINGS DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL - - _6'-6" 4'--1"- 5. T V DUCT SIZE AS PER MANU. SECTIONS OF 2020 NYS RG 6242'1. ` I - 12 5'-2" _ - , LIN. _ _� 4.r .>UCT SHALL 5. TRANSITION CONSTRUCTION.O CTS S BLE TRA BE ON DUETS DUSED THFT IN IS CO BI VB01 NEG 250/175H WALL-HUNG BOILER. 4.5:1 -ry - -_-- -^-ry ---- -- - ry CLOSET 2 ry - 6 AU D/ O r NEIN ----- N ,� 13 17 m 2 �t�~1 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I. DIRECT VENT THROUGH WALL �! �Y = - - -�t-,;- = z n -- - SHALL BE LIMITED D SINGLE LENGTHS, NOT TO 2. F.A.I. THROUGH WALL. -- i 'I� �(/� s S( ✓� IN ACCORDANCE WITH UL 2158A. I W EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3. INSTALL PER MANU. SPEC.'5 b.EXHAUST DUCTS SHALL BE MIN 0.016 THK RI61D HYDRONIG AIR HANDLER: 1 - ATTIC = HALLWAY 3 z - p METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS Ib I. PROVIDE NEW 5-TON HYDRONIG AIR HANDLER BY j W 3 tt1 IS _ HATCH RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST "RHEEM" OR APPROVED EQUAL IN ATTIC. PROVIDE (2) -- -._ -=_--_. __-___ -- - ---- = --_-- ---= -.__-�_.-_,. - _ -----_ O 11 - - - _ �j cV DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ZONES;FIRST AND SECOND FLOOR I _ -----_ J O 22 5M/Co PROJECT: SCRENS 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOILER - v SM/GO 14 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER TO NEW COIL. I Ib 3'-8"- 2'-O" 3'-6" 3'-6" 2'-O" 3.ROUTE COOLANT LINE AS READ FROM A/C CONDENSER. -----------.-_-_---_-- --_--<_-_- _---_.__--- -illy ELEVATION NOTES Q OI HATCHED AREAS INDICATE NEW WORK (TYP.) � � W OTYPICAL ROOFING: V J O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM W v CONSTRUCTION STANDARDS `V 2. H.O. TO VTI ERIFY FINAL COLOR # MATERIAL SELECON BEFORE INSTALLATION V Of Cy) •� Ln CL' 0 O PROVIDE CONGEALED FLASHING AT ALL ROOF RIDGE ELEV. 32.q' INTERFACES. - - - - TYPICAL SIDINO: 0 Lo Z d' - - - - - _ O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM - QCL CONSTRUCTION STANDARDS _ _ - -- - 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION (2 _ _ _ 4 - -- - -- _ - BEFORE INSTALLATION -- - _ - - -- �� uj RESERVED - -- _ - -_=�-s- _- - - - --___ _ _- _ - '- • - Z04 L 0 m L() 5 �- Lo 0 NEW CRAWL SPACE ACCESS R OL :2SEE ALSO PLAN 4 DETAIL j 13 Q HIT�3 -- -- -_ - - ILaILL Z vi O NEW HOSE BIB 2 -- -- __ _ _ — OT OT O OS OR OR W CEDAR SHINGLE H.O. TO NEW A/C CONDENSERS ON WOOD PLATFORM I = - = VERIFY FINAL COLOR = Z t-_L_ Og i AND MATERIAL DFE) 12 SELECTION BEFORE iq ° — , Q 4.5�—_ -- LLL -- - INSTALLATION Z U RESERVED --- ---- - -- -- - — -- - -- - - - -- X — W - a. LLILJI NEW FLOOD VENTS BY 'SMART VENT' (T-(P.) ----- -- --- -- --- - - - -- LIL t , l0 INSTALL I' MAX. ABOVE GRADE - (A • S.F. ELEV. 195.5' � 0 T -- -- GRAWLSPAGE SLAB - - - - - W LJJ W II RESERVEDUL11i, Lu Q-- F 12 RESERVED 14 O I � Z 0 LLiLjioL W Q - DRAINAGE NOTE: r . .: �_. _-- d) Q I. CONTRACTOR SHALL EXTEND DRAINAGE LEADERS TO - - - O DRY WELLS i 11J G IL_JI_ -'E� � 0ILL O F.F. ELEV_8.8 0 METER NOTE: - - - - - = W 14 ALL MISC. UTILITY METERS TO COMPLY WITH APPENDIX G, LIM] FLOOD_ ZONE +2'(DFE) - THE REQUIREMENTS OF THE UTILITY COMPANY HAVING I 1.1 I W JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS FOR METER READING AS PER THE UTILITY COMPANY z J -- -- AVERAGE GRADE 6.5' Q a. N REQUIREMENTS. C� FLOOD ZONE AE EL b •i - CLAPBOARD SIDING 10 7 H.O. TO VERIFY FINAL COLOR AND MATERIAL NORTH ELEVATION (FRONT) SELECTION BEFORE INSTALLATION SCALE: 1/4" = I'-O" z W O U W Q I PROJECT: LZ E R N RESIDENCE -J 1-1- CEDAR SHINGLE H.O. TO I VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE 220 NAVY STREET INSTALLATION ORIENT, NY 11957 H� DRAWING TITLE: LLULL PROPOSED EXTERIOR ELEVATIONS 1 4 14LMLLU PAGE: LLhiL o JULLM 11 u 1j I LLLLU1�1�.1 -20 . 00 a DATE: 12/01/22 8 OF 15 • I o 7 'Y• •J•. L�J ..4: O J1 O pr NEW VENT OUTLET ABOVE FRGE (DFE) FLED NEST ELEVATION (RI O HT SIDE) �` � '� '° ��, SCALE: 1/4" = 1'-0" 037405 rQ�f OF t4 ELEVATION NOTES Q OI HATCHED AREAS INDICATE NEW WORK (TYP.) v, Ld Ld TYPICAL ROOFING: O W C)I. SEE NOTE AT BUILDING SECTION FOR MINIMUM U J CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 6 MATERIAL SELECTION BEFORE INSTALLATION _ 0) c UZ) Tl- O OPROVIDE CONGEALED FLASHING AT ALL ROOF INTERFACES. Q 0 O TYPICAL SIDING. Z L N O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q 0 Lo Z I- CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION �- BEFORE INSTALLATION X g O RESERVED - - - - - - - w o O m co z t O -W Lf) NEW CRAWL SPACE ACCESS - - - _ _ - ------- CEDAR- _- - __- - ---- 0 ~ N O 0 - _ - a-- _ _ _ _ O C5 -= - - O SEE AL50 PLAN d DETAIL - _ - _ -- -- - VERIFY FINAL COLOR O Z nQl O AND MATERIAL �J 1 NEW HOSE BIB = - -- _ - _ -_ --_ - --- -- - SELECTION BEFORE J _- - rl O - - - �- _— - -_ - INSTALLATION _-. _ > NEW AIC CONDENSERS ON WPROVIDE SOLID WOOD WOOD PLATFORM _ - ' O ((ABOVE DFE) 13 - BLOCKING ® FUTURE 1l Z AWNING LOCATION Q -, cc O RESERVED a G Z 12 CLAPBOARD SIDING w a)NEW FLOOD VENTS BY H.O. TO VERIFY FINAL 'SMART VENT' (TYP.) Ld; —�4.5 Q 10 INSTALL I' MAX. ABOVE GRADE COLOR AND MATERIAL CRAWLSPACE SLAB 3611 NSTALLATION SELECTION FORE Q Q -�-J II RESERVED / \ w Lu Lu • O / \ J w 12 RESERVED - U1_ _1��10 I I U I I LJjL_�l�ul - S.F. - Q °C O \ , TILl 11 Q 13 DRAINAGE NOTE: -\ / _ _ w ix : ° - 1. CONTRACTOR SHALL EXTEND DRAINAGE LEADERS TOILI DRY WELLS 3: LANDING_ G U Q U n O LalI � O14 METER NOTE: 1 _ O ALL MISC. UTILITY METERS TO COMPLY WITH APPENDIX 0, THE REQUIREMENTS OF THE UTILITY COMPANY HAVING - w JURISDICTION,AND SHALL BE PROVIDED WITH ACCESS I ' FORREOMETER READING AS PER �I �L THE UTILITY COMPANY Q 'N^^ w V.� (� lIO F F Q 10 6 � SOUTH ELEVATION (REAR) SCALE: 1/4" = P-OI' z w O U I2 4.5 - D PROJECT: -- PELZER 15 RESIDENCE _ , vLLLU �. � I CEDAR SHINGLE H.O. TO 220 NAVY STREET 2 I I VERIFY FINAL COLOR ORIENT, NY 11957 12 AND MATERIAL 4.5 � SELECTION BEFORE Lid INSTALLATION -v - DRAWING TI-TLE: T.I-I I I PROPOSED EXTERIOR ELEVATIONS I 4 I D PAGE: 11LI L - A-202mOO I DATE: 12/01/22 9 OF 15 0 0 E:-.D AC Io �5 M. EAST ELEVATION (LEFT SIDE) s � SCALE: 1/4" = 1'-0" N] yjb x;4x .•.��� 03740b y®� tc0FNE. BUILDING SECTION NOTES Q O NEW ROOFING NOTE (TYP.): I. INSTALL NEW ASPHALT ROOF SHINGLES W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO V W 24" FROM INSIDE FACE OF STUD ALL AND AT VALLEYS J W OVER 3.INSTALL 15 # BUILDING FELT (U.O.N.) OVER Q .�� N 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Z '— Lo 5. GAP 5HINCLE OVER RIDGE b HIPS (AS REO'D) U c: 0) b.PROVIDE RIDGE VENT (AS REO'D) I 2 Z) 'T. FLASH ALL VALLEYS (D &.INSTALL DRIP EDGE AS REO'D — O � T- cf. RIDGE PER PLAN or Q N.INSTALL ALL AS PER MANU. SPEG.'s Z O TYPICAL ROOF 8 CEILING CONSTRUCTION: I ' Q p � r 2 • NEW ROOFING AS NOTED C) (V • PLYWD SEAMPLYVV X SHEATHING (BLOCKING a ALL O v I • R.R., G.J., & G.T. AS NOTED ON PLANS (® SPANS W O O m OVER 8' INSTALL "X" BRIDGING ® CENTER Z s O +-+ Lo SPAN,U.O.N) 1 I ++ N O -N • MIN. OF R-49 SPRAY FOAM INSULATIONQ ,^ Q C) Z O 3 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): 3 a) Q)l � O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) 2 3 Q J lVJ • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® � 1-- ALL PLYWD SEAMS) I Z • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE RI GE R P AN mS 4 WW • 2" SPRAY FOAM;R-14 BATT INSULATION - �• OD FLOO NEW STUD TO Z —}--J • 5/5" GYPSUM BD. WALL FINISH • — 12 BE R _ M I EDRNOOM 2� DROOM 3 FLOOR ASSEMBLY w NEW SIDING NOTE (TYPJ: 4.51 CONNECTION 'GI' AS O I. INSTALL NEW SHINGLE SIDING OR PER PAGE 0-003 Z CLAPBOARD (REF. TO ELEVATION) 2."TYVEK" HOUSE WmRAP (OR EQUAL) W W 3.INSTALL ALL AS PER MANU. 5PEG.'s Q 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION - — — -- -- - - - - - - 1 C) 5. 51DINO SHALL EXTEND TO TOP OF W • FOUNDATION WALL - - - - - — - - - - - - uj TYPICAL FLOOR CONSTRUCTION: ,_I W OI. FINISH FLOORING TO SELECT 2. 3/4" T40 GDX PLYWD. SUBFLOOR CLUED d SCREWED Q 3. F.J. AS NOTED ON PLANS - AT SPANS OVER&' I ^ U INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) SCREEN `Q Z 5. PROVIDE SPRAY FOAM AT RIM JOIST ENTRY FIRST FLOOR NEW STUD TO W IZ PORCH HALLWAY � —------ FLOOR ASSEMBLY � Q DINING ROOM _ -_- CONNECTION 'DI' AS - - PER PAGE 0-003 (D -- -- - - -- --- 0 U , s s ' _ W6 -5fl `mss "'NA `mss 'W 'w711 ) T 511 wHm4wimo oil 75T s , % U --'GRADE 5 GRAWLSPAGE PITCH__ Q a- (V GRADE - GRADE z in SEOT ION A-A/A-501 SCALE: 1/4" = P-O" CONNECTION 'A' AS Z PER PAGE 0-003 w 2 NEW RIDGE --------------------------------- -RIDGE HEIGHTI$�_ U ELEV. +52.ci' 12 iu 12 4.5 4.5 Ntiv�<2- UNFINISHED R die p�qN Q ATTIC 0 G.J. PEIflfijPLAN PROJECT: PELZER PROVIDE HDR ABOVE W RESIDENCE " ALL WINDOWS i = Ji SECOND FLOG DOORS AS PER z m Ii STRUCTURAL PLANS 12 BATHROOM 2 GL 2 BEDROOM I - O Q_Q I 4.5 2"xb" SILL �i �1��- PLATE � " 220 NAVY STREET as��A _ ® wINDOWs. ORIENT, NY 11957 12 SECOND FLOG ------------- ------ R.R. AS PER PLAN -- -- - -- --- --�--- DRAWING TITLE: F.J. PER PLAN ELEV. +18.5' 3 G.J. AS PER PLAN BUILDING SECTIONS 4 FIRST FLOOR ' DINING - SCREEN ROOM FIRST FLOOR KITCHEN PAGE: PORCH 0 0 0 -F I R5T FLOOR A-301m00 ........... ELEV. +8.8' F.J. AS PER PLAN C - —- - -_--- � F.J. PER PLAN - AVERAGE GRADE DATE; 12�01�22 10 OF 15 X x g _ ELEV. +6.5' GRAWLSPAGE Q Q PITCH —__/ PITCH —PITCH GRAWLSPAGE I� -- I GRADE- __ FLOOD ZONE AEb . -!GRADE GRADE ELEV. +b.OT m CRAWL51fACE SLAB $_ ----- ELEV. +5.0' 'f �tED M . SEOTIOil B—B/A-SOI SEC-MON G-G/A-SOI Ii 0 SCALE: I/4" = I'-O" '. - " r SCALE: I/4" = I'-O" 74 05 OP NES Q 0 �... W U Lijo W � HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE ~ Q .�� N SPECIFIED ON = •� LO PLANS SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; AND NOT PROJECTING MORE THAN 4142" INTO U O w STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT PITCHED METAL T- (D J015T HANGER BY Q o 'SIMP5ON' OR EQUAL O \ _ FIRST FINISHED FLOOR Q o C Z �- •0 EXTERIOR SHEATHING AS 0 U FERSECTION-- -- IY2" MIN. SPACE BETWEEN \ SIDING MATERIANOTES AS W 0 O m 4' -�.., N O -I-J WALL AND HANDRAIL \ PER SECTION NOTES Z ♦' m 1 s/4" PINE RISER \ TO FOULLY OVERLAP FLASH NRG P Z u+ a O m � O °S/4" PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL Q SCALE: NTS "Z" FLASHING Z 5/4"xb" P.T. DECKING d X O 5EGTION/D TAI,LSJ ORO55 SECTION GAP FOR lo" DRAINAGE MIN. Z F IANDRAIL - -- TYP. ROOFING (SEE �J _ I `p I" ROUNDED NOSING ��Q CLEARANCE CIRCULAR NON-CIRCULAR V4/14"ya" RADIUS - = - SECTION NOTES) ° (NOT INCLUDED IN i TREAD DIMENSION) 4„-61/ „ j j ' - i -- TYP. ROOF CONSTRUCTION Z v 4 / (SEE SECTION NOTES) N D- rnrn ly2” ly4„-2„ PERI- / �4" / W W MIN. METER / MAX• METAL DTT DECK TENSION 'SIMPSON' H2.5A JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMP50N' (OR RAFTER TIE I--z / 5/8" (P x 5" LONG HEAVY DUTY GAL. FLASHING EOUAQ W • LAG BOLTS ® 16" O.G. INTO MUD SILL d V / / RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER W W !U FLASHING F.T.PER JOUST � / / w/(2) 5/8"� x 5" LONG APPROVED � � J W J M MASONRY ANCHORS ® 16" O.G. �y FOUNDATION WALL G.J. AS PER PLAN 1/F-� m / / FASCIA BOARD Q v! (3) 2"x12" STRINGERS ® w/R-21 / INSULATION, IF UNDERSIDE 15 FACING m / LEDGER CONNECT 1 ON DETAIL W It Q ° - 5TORAGE/NON-HABITAL SPACE / -401 �� V SCALE: I" = I'-O" BEAM AS PER PLAN _ J \ V Q U QD STORAGE UNDER y2" GYP. BD. - NEW "SIMPSON" LU526 IW" O (WHEN APDL I GALBE) I GALVANiz HANDIER Q' \ WV F— r-I PERMAGA5T COLUMNS AS PER PLAN Q uj N w/ "SIMPSON" P064 (FOR 3 PLY BM) OR "SIMPSON" BG52-2/4 (FOR 2 PLY BMJ POST GAPS TREATED 2"x12" SILL FOR CONTACT H/GONG. (IF APPLICABLE) I, FIRST FLOOR INTERIOR MOOD STAIR OF-TAIL 5/4"xb" P.T. �� SCALE: 5/4" = I'-O" DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS 5/4" x REO'D -� COVERED FORC H DETAIL HEIGHT P.T. RISER ° ° ° A-401.00 ° 5/4"xb" P.T. _ SCALE: 3/4" - - - DECK BOARDS 2"x BLOCKING ® EA. STRINGER TO MATCH 51ZE OF P.T. DECK JOISTS FASTEN STRINGER TO BLOCKING (MIN. 6 lL Q W I, FASTENERS) PROVIDE 3" (MIN) GONG. COVERz t-N O 2"x12" P.T. STRINGERS ® 16" Z OF ALL REBAR WITHIN P. GONG. N 4" THK. x 8" WIDE x WIDTH _ u, x to O.G. (MIN. 3 STRINGERS PROVIDE STRAPPING 4 NAILING _ O J OF STAIR P. GONG. PAD FOUND. WALLS 8 P. GONG. FT6'S. I EA. STAIRWAY) PERMAGAST COLUMNS AS PER PLAN � AS PER CONNECTION 'D' IN uI 0) O "TYPICAL NAILING/STRAPPING '' Ill — m w/ "SIMPSON" P064 (FOR 3 PLY BMJ O PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, to Q OR "SIMPSON" 5652-2/4 (FOR 2 PLY V Q W= MIN. 4" BETWEEN EDGES OF 2"xb" P.T. BLOCK IN BETWEEN - BM) POST GAPS BETWEEN CAVITIES SHEAR, Q LATERAL RESISTANCE" O I-I/2" SQUARE BALUSTER NOTE: p EA. STRINGER. FASTENED TO `t W PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. m (5TYLE TO SELECT) j X ALL DECKING SHALL BE FASTENED P. GONG. PAD w/ 19/64" x Q (WHEN APPLICABLE) 3-1/2" CONCRETE 50REW5 BY r Pq/COATED DECK MATE (CKIOR EOUALREWS BY NEW(2) 2"xb" P.T. SILL PLATES "CALIBURN" (OR EQUAL) - MIN. FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER SIMP50N H2.5A RAFTER (3) SCREWS PER BLOCK O" MIN. NOTED ON PLAN TERMITE SHIELD TIE (OR EQUAL) 0 GRADE GRADE "SIMPSON" --- 5/4"xb" P.T. DECK P05T BASE PER BOARDS — POST 51ZE PROJECT: NEW 5/5"4) HOOKED ANCHOR BOLTS ® 39" O.G. w/ 3" SOUARE - -8"--,� WASHER B ENDNUT ASPHALT DAMP I I EXTERIOR Y^`FOOD STM R DETAIL FINISHED STONE PELZER # = z J PROOFING TO EXTERIOR (2) 142"-PIA-401.0!21 HOT DIPPED GALV. 4" GONG. SLAB 4 HOOKED VERT. r ° .af�\, BOLTS ® EA. P05T w/OVERSIZED SCALE: 5/4 = I -O REBAR ® 48" O.G. GRADE P.T. D.J. AS _ z = WASHERS k END NUT PREBORED ° RESIDENCE 11 PER PLAN tV- INTO BEAM, POST, DECK TIE 8 NOTE: ° a #4 HOR. CONT. REBAR 0 TOP d Q° 11 I RIM BOARD ASSEMBELY I. IF FINISH MASONRY USED (SUCH AS , BOTTOM OF WALL (2 TOTAL) 8 BLUESTONE) - MASON TO ADJUST a ' - P.T. BEAM AS NOTED HGHT OF LANDING AS REO'D TO 4"P.GONG.SLAB P. GONG. FOUND. WALL I ._ X. _ n -- SOLID BLOCK ® 12' O.G. ACCOUNT FOR FINISH MASONRY w/6x6 10/10 NW \/\�/\\/ 220 NAVY STREET (MIN. 4,000 PSI) I1 _ 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYPJ I'LL COMPACTED \\/ //\\ f (2) 51MPSON DJTI4Z (U I/2"� H.D. GALV. THRU /�/\/ BACKFILL ORIENT, NY 11957 P. GONG. CONT. FTG. 11 Q z- DECK J015T TIE ® BOLT w/OVERSIZED WASHER ® 1:45 AWAY FROM BUILDING GRADE ° ---COMPACTED (MIN. 4,000 PSI) I - - EA. POST d END NUT PREBORED INTO d ° \ \/ EVERY b" POST b DECK JOIST TIE 3. FOR SLABS ABUTTING FRAMING, INSTALL REBAR BENT TO \ \ (3) #5 HOR. CONT. REBAR ..11 O COPPER FLA5HIN6 FROM I2" ABOVE AND '! 11 _, "SIMPSON" ABA44 ADJACENT TO SLAB, BED ALL FLASHING ° 5LAB AS 5HOWN , —; -----------, \ \��\ \\/ DRAWING_ TITLE: ® GO 4" P. GONG. SLAB II'° , fn COLUMN BASE - IN ASPHALTIC MASTIC \ \ \ z 4"x4" P.T. POST /° //\//\//\// IX /\y\j\\/ EXTEND FOUND. WALL d FTG. AT DESIGN DETAILS ° cX. <II ° I \ \ \ \ COL. PER FOUND. PLAN;PROVIDE GRADE •°' ° i� \ \/\\/\\/\\/ V z_ d \\\\� \ ADDITIONAL (2) #5 VERT REBAR COLUMN 12"(P '50NOTUBE' FILLED •° / 6\ - \\�/\\ b MIL POLY a.<ms —�- I SOLID w/P. GONG. (I) #4 REBAR ® EA. c ,5, • i• • / / / / /\/ � ° // MOISTURE RETARDER (MIN. 4,000 P51) z STEP;3" GVR ® ENDS �P� • \ \ \ \ \ \ \ \ \ \ 'L \ \ \ \ \ \ \ c(1 \ \ 4" GRAVEL BASE \ _ PROV. GLEAN \//\\//�\\//\\//\\//\\//\\//\\//\\// PAGE: COMPACT FILL m 10" ,°° � "°/ /\ \/� \ \ \/\/\/\/ ° a I P. GONG. FOUND. WALL 4 FTG AS COM PAGTED /\//\//\// i PER DETAIL 10/A-401 OLOO -40m° ° -'� • ��/ �\//\\//\\// // FILL //\\//\\//\\// #4 REBAR ® 2"x4" KEYWAY \\O.G. (MIN. 3) \/\\ OUNDATI ON V�IALL DATA I L ° -;;;� /\/i\/i\�iiii \ COVERED PORCH DET>�I L XTRIOR hIOOD DG DETAIL ° ;' \/\\ \,\, \j�\j�\j�\,�\j�\j�\j�\j�\,\\,�\j/ A-401.00 „ A-401.00 SCALE: 3/4" = P-O" \ \ \ A-4ol.0o GRADE / / / / / / / / / / / / / / SCALE: 5/4 = I -O DATE: 12/01/22 11 OF 15 #4 REBAR CONT. / / �^�\\/ \\/\\/\\/\\/\\/ NOTE: SCALE: 3/4" = I'-O" / //�// // ® 10"O.G. (MIN. 5) ALL P. SHALL BE (1) #4 REBAR CONT. 1 // // �,� // // // // // // / 4,000 P51 (MIN.) #5 BENT REBAR ® 12" O.G. �tED AR (I) #4 REBAR CONT. I1, \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// Cy O 5" THK. P.GONG. WALL / / / f 18" WIDE x 12" DEEP // // // // // // // // // / / r P.GONG. FTG. •1 j 9 �\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\/ p, o 0 J /\/\/\/\/\/\/\/\/\/\/ a' c J • \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// :M 4 (2) #5 HOR. REBAR--,_ . . m• e \\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/ �-q�,, 03740-' F 4 EXTERIOR MASONRY STAIR DETAIL IA-401.0 L- SCALE: 5/4" = I'-O" (5EI ` ERAL 5 I �50L <E� Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0 WOOD FRAME (L.G. STL. �- W W WHEN APPLICABLE) _ (, EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 STL E O WHEN APPLICABLE) Q w NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V 0 WO WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS w `- WHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL (- POST FOR 6 WALLS), U.O.N. z �.+ N NEW 2-HR FIRE RATED( WOOD FRAME (L.G. 5TL. Q •C I - Z T' WHEN APPLICABLE) ox U N O W O Om � (�D z .0 O If) Of` C pcivee LOQ m- 0 FOUNDATION PLAN NOTES Q 5INGLE SPAN STRUCTURAL MEMBER: z O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS LU ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY • ABOVE INDICATED POSTS. STL. COL. (TYP.): O2 3-1/2" O.D. SGH 40 5TL. COL. (ASTM A123) BY SIMS STEEL w (�1 e — (OR EQUAL) z V O18"x18"xl2" DEEP P. GONG. PAD FOOTING AS a. LI�1u� W PER DETAIL 12/A-402. Fr no 4-J W W O W • bl'-I" W BEAM POCKET (TYP.) 27'-II" 33'-2" J W Q � U � zo Lu Q e — �2� 2„x1o„ eT - -1222sJ.Q_P Q (l l DROPPED BM DROPPED BM. e N /_� n (� I- - - - -- - - - - - - - - Q V Q VN n \L/ - - - - - - - - - - - - O I W cj- - - - -1 � O O 4 DRONED BM. x ® I = W o ° I ct w CD a - 4'-b I � I Q a- N - - - — - — - - - -� ® - -_ • _ —1_ — — — — — — — — — — — d - - N FLUSH BM. a'4:2” I (2) 11.8'15" LVL 61RDER _ (2 11.8 5" LVL OIRDER - - (2) 11.8'15" LVL GIRDER I (2) II.bl5" LVL GIRDER I 2 GRAWLSPAGE 2 I - ' I Lc is 3 3 I _ GRAI^iLSPAGE _ _is I = '� ° I o� o� � o� I . • I ' IO' � I . - - - - - - - _ - - - 1- 7 -I (3) 11.8'15" LVL GIRDER _ i) 11.8?5" LVL GIRDER (3) 11.815" LVL 61RDER O- (3) II.B"►5" LVL 61RDER I J . � — — — — MA50NRYPATIO — — — — — — - I I_ — � L 1 I I o z ABOVE I I m w 3Uri - I T-Ily2" -1-4:2" L F- t -1 1 (2) 11.815" LVL_61RDER 1 _ I (2) II.B'f5" LVL 61R_DER (2) IL8'15" LVL GIRDER e (2) llb15" LVL SIRVER l I 0 - - - - - - - - - - - - - - - - - - - - - � I L - -1 L � L 2 . : 3 I PROJECT: ''-4" I _ PELZER RESIDENCE - I - - - - I r MASONRY — m I STOOP ABOVE •. IL 220 NAVY STREET - - - 1- - - r- - - - - - ORIENT, NY 11957 P I DRAWING TITLE: — — — — — J PROPOSED STRUCTURAL PLAN m :21'-4" b'-"i" 12'-7" b'-O" * 12'-7" PAGE: PROPOSED FOUNDATION STRUCTURAL PLAN S-10 .1000 50ALE: 1/4" = P-O" DATE: 12/01/22 12 OF 15 R ED AR(,y wo ,lf. ,� •� ; P �A 11 4g 037 O'S' �o FOF NE`s OEI ` ERAL 5��50L <ENr : : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. /J I-- W WHEN APPLICABLE) - // W EXISTING TO REMAIN W i rp NEW WOOD FRAME (L.O. NEW FOUNDATION WALL - N STL. WHEN APPLICABLE) Q _ �,, NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. Z 'O N NEW 2-HR FIRE RATED L WOOD FRAME (L.O. 5TL. Q o .0 Z WHEN APPLICABLE) 0-- p �N X v I 0 w o om -W Z -c o :p un 0 � a O� :2o Z �- w m QZ w z (� a aj 4) m no -+-� LLJ LLj + —J w w 0 FRAME DECK Lu Q Q V J V Q U n Q� F � o (2) 9.5" FLUSH HDR. - U I- c-I 1 w CO Q a- N Q GL. 5 STUDY ;n - DINING ROOM - r- BATHROOM I r v LI `z MECH. O �_ O �__ O SCREEN ELECTRICAL —_ — PORCH PANEL p p j GL. MUDROOM m ® • m ® m ® > r d) DBL. 11.8'15 LVL '�' = 1 J m Q HALLWAY Q 5 TON SM/GO CONDENSER ON PLATFORM (5) 11.5-15 LVL FLUSH HDR. W/(2) ABOVE DFE (2)11.8'75 LVL FLUSH HDR _ _375" STEEL FLITCH PLATES BEARI 6 W (3) 11.8-15 LVL FLUSH HDR. W/(2) a 0� ►u Qm GL. 6 j 3' IS" STEEL FLITCH PLATES ENTRY I pm w w U v 0 6 N Q O GREAT ROOM COVERED p w 1 J v CLOSET 7 iv ® PORCH n ® 0. KITCHEN cn lu z 2:12 SLOPE in0X j jELECTRICAL iq p p METER - - — — O O m O > ENTRY p �] U n O 9) Ir rl m ® J �, m m Q Q L.i i I a OAS 0 oq� _ _ METER PROJECT: COVERED ' ry• � PELZER (2)11.8'15 LVL FLUSH HDR. RESIDENCE 7771-1 STOOP — 220 NAVY STREET ORIENT, NY 11957 DRAWING TITLE: PROPOSED STRUCTURAL PLAN FROFOSEI�) FIRST FLOOR STRUCTURAL FLAN PAGE: 50ALE: 1/4" = 1'-0" S-102mOO DATE: 12/01/22 13 OF 15 D A& ��5 •I A. yf� 9j� 03744� .�04 OF N�� GENERAL 5�-M50L <E"-r : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. UJI WHEN APPLICABLE) _ (, W EXISTING TO REMAINw J -^{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL r STL. WHEN APPLICABLE) _ = Q Lo NEW I-HR FIRE RATEDCy) MIN. (2) 2"x4" STRUCTURAL V � � O O WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL a O NEW 2-HR FIRE RATED POST FOR b WALLS), U.O.N. Z N }- O WOOD FRAME (L.G. STLI a O "C Z WHEN APPLICABLE) 0- p N x U W O O W '- Z O IS) in c p ci 0 Z �- � � O Z w - � �: Q Z � Z U a w � Q) m a 00 -F-J LU LLj + --� w w F- < U � Z0 LLJ Q Q 0 n U uj � 0 , D U H X-I a D- 04 Q (2) 9.5" FLUSH HDR. 1 _ f - – – – – – – – – – – – – – – – – – -- – – – – – – – BATHROOM 3 . I BATHROM 2 OI C !I— LIN. e� LIN. - - –= - -- -- -- - IN. CLOSET 2 ?`GLDR X -- =z iv HALLWAY Lu II 1 ! ---— —------ — --— — — —— — — _---- — — v SM/O•GO BEARING !^TALL 2 9.5" LVL HDR. (2) 11.5 LV H R. SM/GO I ( w --- — — " — — (2) 1.5" FLUSH LVL HDR. CLOSET 3 CHASE IL N 2 CLOSET 4 I I U s 05L.POST TO RIVOE DBL.POST TO RIDGE A.H. (2) 2"x12RIDGE — —_ — — — — — — — — — — — — — — — — — — — — — - - - ---- - ---- — -------—_- ed- ----- -- ----- ------ — ----- ---- - - SM/GO SM/GO ------- -- -------- — --- -— - -- -- ----- - --------- — — - - - do �o PROJECT: --------- ----- ---- BEDROOM I L – «_ RESIDENCE N ® BEDROOM 2 iv ® BEDROOM 3 a p a v p O� p� = X_ cv ® N ® I 220 NAVY STREET ORIENT, NY 11957 DRAWING TITLE: L- - - - - - - - - - - - - - - - - - - - - - - - - J PROPOSED STRUCTURAL PLAN PROPOSED SECOND FLOOR STRUCTURAL PLAN PROPOSED ROOF FRAM I NO PLAN PAGE: SCALE: I/4" = I'-O" SCALE: I/4" = I'-Q" S-103m00 DATE: 12/01/22 14 OF 15 SD'&C 03741 J Q� 9TF OF t4 \tA a o ~ w WJ 0 " `V • C Lo U °' 0 DC co - � o i04 1 Q Z "q- In- �N 0 0 1 O W O Om -wT- z _r_ O =p Lo C) 0 zLor {^LCc 0 Q0') Z TA �- W - m . D -0 w � Z U aLuQa� 4) m 0 0 -i-j LLI LLI LLj + .J W w Q � U � z0 Q • — � a cf) Q c� n 4" FRESH AIR VENT uj 0 IL I L THROUGH ROOF p O O IW � O V F_ T-I Q W C9 jQ R Q I Q a. CNI C� Qr 4 H 3/4" W I Q� I I FULL BATH 2 FULL BATH 3 I FULL BATH 2 FULL BATH 3 LAUNDRY OT w, - _7—_T——————i— LAUNDRY CLOSET ALL PLUMBING WORK O ALL PLUMBING b O SHALL CONFORM SHALL CONFORM TO FUEL G ORK O 2"�— 1 2' 2"I I I I p I Q4 LOCAL PLUMBING CODE IL TO LOCAL I I 2 1 I IL I I p PLUMBING CODE d p i 2 i 12 I I PROVIDE "ABESCO FP200 FR Q I I I zm FUEL GAS I I I EXPANDIN6 FOAM" (OR EQUAL) z I I pQ I I p� cy, 13 1 1 1 1 AT ALL PENETRATIONS IN FIRE O I I p� v I I N I I I I RATED WALLS AND w X I A3 �I I� �.y G - 3 I :%) 31 y�C U U LEGEND PIPING PENETRATIONS: W� I 1"�F I FLOORS/CEILINGS. PRODUCT N $1 _ z1 .v TI _ T-1 .v =1 I= HOT WATER I. PROVIDE "ABE500 FP200 FR - I- I_ m = acv = I �= m = :n �------I CONFORMS TO A5TM E 814, c\vl :� c\v� :N 11JB n1 y N �B NI 1� SUPPLY EXPANDING FOAM" (OR EQUAL) I TUB I TUB I WASHER ASTM E 84,AND UL 14719 —I I— �— =I I— ►^lASHER —I AT ALL PENETRATIONS AT WALLS G.O. IQJ 2" 3" I G.O. -- _--- -- --- -- ---- -- ------ — — -- ---..—..� GOLD WATER AND FLOORS/CEILINGS. .•—.• _..—..—.._.. y--•----- ---- — .._.._. _..—• SUPPLY 2.PRODUCT CONFORMS TO ASTM E I 814,ASTM E 84, AND UL 1414 FULL BATH I KITCHEN NOTE: I I FULL BATH I KITCHEN MEGH. I � PROVIDE "ABEsco FP200 FR ALL PLUMBING WORK ROOM I I EXPANDING FOAM" (OR EQUAL) 2" —— ————————— — SHALL CONFORM TO I j AT ALL PENETRATIONS IN FIRE w KITCHEN LAUNDRY LOCAL PLUMBING CODE I RATED WALLS AND O r-------T-- 1 1 0 I I FLOORS/CEILINGS. PRODUCT O NEW VENT OUTLET _ ASTM E 84, AND UL 14"19 ABOVE FRGE (DFE) 1 2 I 12 GLEAN OUT —_ CONFORMS TO ASTM E 814, IILL. IL I pp�� Ix 1 2„ 3" tu AS REQ'D N 1 ! I Q4 J i �_ FLOOD RESISTANT Z CONSTRUCTION w I� I PROVIDE F.A.I. u I v I = V GENERATOR RANGE ELEVATION (DFE) W 31 I� K I �� W.G. - �I j� I:� j;t _ 1 �1 U =I O =I :v cN I� d cV REGULATOR (SHOWER OW �ry SHOWER NI m cVl ItV �m Im _ m Er>PYEP —� �I DW . 2 3 __ __ - G.D. -------- — -- ' --- ----------------------- o --- G.O. GAS SUPPLY 4" IF 4" HOUSE MAIN MAIN DRAIN G.O. I i TO PRIVATE ua lu a 4" TO SEPTIC .._. _.._..�wE11 a PROJECT: SYSTEM Q PELZER RESIDENCE 220 NAVY STREET FLUME31 NO RISER - DRAIN / NASTE / VENT FLUME31 NC RISER - SUFFLY CAS RISER - SUfi=L`1' ORIENT, NY 11957 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101000 DATE: 12/01/22 15 OF:1:5:] D ARC, 171 Q _ < n N'�q�, X374 4`' yds F 0 ���� Revisions 06-13-97 I ( 1 04-01-9907-10-00 //�\�) , -rte- 02-09-00 . 10-3D-00 03-21-01 II W N357.982 �g�\ i E 5 ,es a ` MATCH z VjYa y n H b 06-22-04 ✓ i s, _ y ��� FOR PCL NO. . 08-19-G4 ✓-'z' 1 of �l 3 m 1a51 p• 6 SEE SEC.NO. 04--25-05 03-01-07 y "y W S�' V' g u u, ! 025-04-011.9 01-28-O8 "� �o ���� ; i 1.OA 09-17-16 \•• 2�d w �[ v u1 9 m 05-24-1913 1 C• � yl TF 111 0 \� 12.2' s 151 m 12 � �• /� 121 \•. \,, Zy '' • „m 32.1 �PJ� 25 O 24 X 29 30 s z, =�— \ (Var.width) 28 21 27 -s ,a a � w Sj• � \•\ to ,a 3 26 ,� s 37 - \•. y 23 „e ,.e \ S5 38N 8 a 39.7 a 1.0A 4 22 a 1A � nl m .KING �i 20.1 12 ,ca \ s r3 39.12 1.9A \ � O/ \ 61 \\ 39.17 39.1 Sys RI g a na, 11 G 7p1 � Nol 3 30 ts� Cj�J `1 b 22 / RI 23 t+, 24 o a, N356.a62 L UdESSIXWNI—E..LLR ERTIES 6HPDED NZE.O E:QIISI�TWS SECTFN NM —���� RNPMm RyY Read Nu 23 I —N THE FaLL—DIST S G 6f1roOL 7 ——9CN— 11"IE E WJJf1 —A— -- 6Ia4No. O oma.Gnnm Rmn —�— MdN. 12.1 Nd)o 12 IA F- QR _ _F 1lYDR.WT — — ee um la 4m ——————- O�weMNm 12.1 A(c) yp5 E L*W F wATER — — �omv Lee -- I'll R "' N MRx Rya _— — REFUSE ——R— wmn In Nn D,mdrnaem p sEwEa ——"— — wac.Fwmm_ — ww— — remueo --- sm-nRooalRnorh. 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