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HomeMy WebLinkAbout7887 Tvnh tan , Pcc.'a lot Arf rii S�z 290 -I* Owner: Suffol u ty File M 7887 ( ro Address: 15775 CR 48 Code: 17PA Agent Info Jeff A. Zahn fi 215 Roanoke Ave Y Riverhead, NY 11901 Phone: 631-727-0544 Fax: Email: jazcad@msn.com IIaIat .- I I KID qyt),tit-D BOARD MEMBERS ��a®F S®(/T�® Southold Town Hall Leslie Kanes Weisman, Chairperson �® �® 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ® ap@ Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento oumi� Southold,NY 11971 RECEIVED http://southoldtownny.gov Cy J? ;0�T.1M ZONING BOARD OF APPEALS APR 1 9 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 FINDINGS, DELIBERATIONS AND DETERMINATION Southold Town Clerk MEETING OF APRIL 18, 2024 ZBA FILE: 7887 NAME OF APPLICANT: Paul Toobian PROPERTY LOCATION: 15775 County Road 48,Cutchogue,NY SCTM#1000-101-1-12 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 25,and the Suffolk County Department of Planning issued its reply dated January 25,2024, 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 nonconforming 22,382 square feet parcel located in the Agricultural Conservation (A-C) Zoning District. The northerly property line measures 65.00 feet, the easterly property lines measures 341.53 feet,the southerly property line measures 65.00 feet and is adjacent to County Road 48 (aka Middle Road),and the westerly property line measures 352.73 feet. The parcel is improved with a two-story frame dwelling that is currently in poor condition with an attached rear porch/shed as shown on the survey map prepared by David H. Fox, LS, and dated June 19, 2023. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124 and the Building Inspector's December 28, 2023 Notice of Disapproval based on an application for a permit to legalize "as built" demolition (as per Town Definition) of a dwelling and reconstruct a single-family dwelling; 1) located less than the code required minimum front yard setback of 40 feet; located at: 15775 County Road 48, Cutchogue, NY. SCTM#1000-101-1-12. RELIEF REQUESTED: The applicant requests a variance to legalize "as built" demolition (as per Town Code definition) and reconstruct a single-family dwelling. The "as built" construction, on this nonconforming 22,382 square foot lot located in the Agricultural Conservation Zoning District, is not permitted pursuant to Article XXIII, Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The construction will have a front yard setback of 17.4 feet which will include a 3 feet by 4 feet covered front entry having a 3 feet overhang. ADDITIONAL INFORMATION: During the Public Hearing the applicant stated that he has applied for a new Innovative Advanced (IA) Septic System from the Suffolk County Health Department. It was also noted that on Page 2,April 18,2024 #7887,Toobian SCTM No. 1000-101-1-12 May 4,2023, a Stop Work Order was issued to the applicant by the Southold Building Department for construction without first obtaining a building permit. The applicant now has an architect and has obtained the needed permit. It was also noted that the architectural plans include a covered front entry which will add 4 ft. by 3 ft. to the existing footprint. The original denial by the Building Department set the front yard setback at 20.04 feet. The covered entry will make the front yard setback 17.4 feet as shown on the Architectural drawing prepared by Jeff A.Zahn,Architect and dated December 20, 2023. The dwelling was built 80 years ago and there are no Certificates of Occupancy on file with the Town. During the public hearing, a representative of the neighboring property currently owned by the Peconic Land Trust requested that the owner of the subject property create a 50-foot buffer at the rear north side of the property. The applicant has agreed to create a 50-foot buffer at the rear of the property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4,2024 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 V67-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 dwelling is existing,and the footprint will not be altered.The applicant wishes to rehabilitate the dwelling to better fit into the character of the neighborhood. Presently the dwelling is in disrepair and in need of repair and updates. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.The dwelling is existing and there is no possibility of moving the structure to a conforming front yard setback. The other residences nearby have non-conforming front yard setbacks. . The dwelling is not out of character of the neighborhood. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 49%relief from the code. However,neighboring properties have similar nonconforming setbacks.The home was built 80 years ago and as many of the older dwellings in the Town the setbacks do not meet the new codes. 4. Town Law V67-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 §267-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 and adequate to enable the applicant to enjoy the benefit of a reconstructed single-family dwelling 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 267-13, motion was offered by Member Weisman(Chairperson)seconded by Member Lehnert,and duly carried, to GRANT the variance as applied for,and shown the Architectural Drawings(T-1,A-1 thru A-5)prepared by Jeff A. Zahn,Architect, and last revised December 20, 2023. Page 3,April 18,2024 97887,Toobian SCTM No. 1000-101-1-12 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. The applicant shall perpetually maintain a fifty feet wide non-disturbance buffer of natural tree growth along the rear property line. 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. EMPORTANT 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 relief granted 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 variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey 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, and Lehnert. (4-0) i Tr 17e�slieanes Weism n, Chairperson Approved for filing �'/ 7 /2024 BOARD MEMBERS ��q SO!/ryo Southold Town Hall Leslie Kanes Weisman, Chairperson l0 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. Olj. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COMM ScR D1 http://southoldtovmny.gov ZONING BOARD OF APPEALS PR 1 9 2024 TOWN OF SOUTHOLD )�,� Tel. (631) 765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2024 ZBA FILE: 7887 NAME OF APPLICANT: Paul Toobian PROPERTY LOCATION: 15775 County Road 48,Cutchogue,NY SCTM#1000-101-1-12 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 25,and the Suffolk County Department of Planning issued its reply dated January 25,2024, 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 nonconforming 22,382 square feet parcel located in the Agricultural Conservation (A-C) Zoning District. The northerly property line measures 65.00 feet, the easterly property lines measures 341.53 feet,the southerly property line measures 65.00 feet and is adjacent to County Road 48(aka Middle Road),and the westerly property line measures 352.73 feet. The parcel is improved with a two-story frame dwelling that is currently in poor condition with an attached rear porch/shed as shown on the survey map prepared by David H. Fox,LS, and dated June 19,2023. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124 and the Building Inspector's December 28, 2023 Notice of Disapproval based on an application for a permit to legalize "as built" demolition(as per Town Definition) of a dwelling and reconstruct a single-family dwelling; 1) located less than the code required minimum front yard setback of 40 feet; located at: 15775 County Road 48, Cutchogue, NY. SCTM#1000-101-1-12. RELIEF REQUESTED: The applicant requests a variance to legalize "as built" demolition (as per Town Code definition) and reconstruct a single-family dwelling. The "as built" construction, on this nonconforming 22,382 square foot lot located in the Agricultural Conservation Zoning District, is not permitted pursuant to Article XXIII, Section 280-124, which states lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The construction will have a front yard setback of 17.4 feet which will include a 3 feet by 4 feet covered front entry having a 3 feet overhang. ADDITIONAL INFORMATION: During the Public Hearing the applicant stated that he has applied for a new Innovative Advanced (IA) Septic System from the Suffolk County Health Department. It was also noted that on Page 2,April 18,2024 #7887,Toobian SCTM No. 1000-101-1-12 May 4, 2023, a Stop Work Order was issued to the applicant by the Southold Building Department for construction without first obtaining a building permit. The applicant now has an architect and has obtained the needed permit. It was also noted that the architectural plans include a covered front entry which will add 4 ft. by 3 ft. to the existing footprint. The original denial by the Building Department set the front yard_setback at 20.04 feet. The covered entry will make the front yard setback 17.4 feet as shown on the Architectural drawing prepared by Jeff A.Zahn,Architect and dated December 20, 2023. The dwelling was built 80 years ago and there are no Certificates of Occupancy on file with the Town. During the public hearing, a representative of the neighboring property currently owned by the Peconic Land Trust requested that the owner of the subject property create a 50-foot buffer at the rear north side of the property. The applicant has agreed to create a 50-foot buffer at the rear of the property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4,2024 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 makesithe following findings: 1. Town Law U67-b(30)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling is existing,and the footprint will not be altered.The applicant wishes to rehabilitate the dwelling to better fit into the character of the neighborhood. Presently the dwelling is in disrepair and in need of repair and updates. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.The dwelling is existing and there is no possibility of moving the structure to a conforming front yard setback. The other residences nearby have non-conforming front yard setbacks. The dwelling is not out of character of the neighborhood. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 49%relief from the code. However,neighboring properties have similar nonconforming setbacks.The home was built 80 years ago and as many of the older dwellings in the Town the setbacks do not meet the new codes. 4. Town Law U67-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 &267-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 and adequate to enable the applicant to enjoy the benefit of a reconstructed single-family dwelling 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 Weisman(Chairperson)seconded by Member Lehnert,and duly carried,to GRANT the variance as applied for,and shown the Architectural Drawings(T-1,A-1 thru A-5)prepared by Jeff A. Zahn,Architect,and last revised December 20,2023. 1 Page 3,April 18,2024 #7887,Toobian SCTM No. 1000-101-1-12 SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. The applicant shall perpetually maintain a fifty feet wide non-disturbance buffer of natural tree growth along the rear property line. 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 relief granted 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 variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey 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,and Lehnert. (4-0) le4slieanes Weism n, Chairperson Approved for filing �// 9 /2024 A 0 N S TRU C TI 0 ,_ DOCUA/-,[ r S TF-ST HOLE: ELV: C133 1- 0 N S 1 0 O' BROWN OR e9C I G L°Q❑ GQG,'�.mo Q❑0❑G° ° SILT L Q@N0T1[E@4 Qyuw1E��G3G�1 L�1�D,�q NEW�'TOQC3 3.01 "[ AN R SID Nu/ @NJil°U I[I AMIS TH T 0 0vtlIi:1e, �Old- s JAN 0 3 2024 `. Zoning Board of Appear / is PALE BROWN ,at,ti � FINE TO N-AV /� COARSE SAND ' 1 d NO WATER 17.0' NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF NOTE: TEST BORING SOUTHOLD AND THE FOLLOWING: —44 BY DONE: 0612512025 6EOSERVIGES ` THISSTA APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK ENGINEERED STRUCTURAL COMPONENTS AS PER A5GE 7-10 16-16-25 ISSUED FOR OWNER CODE COMPLIANCE: REVIEW THESE PLANS HAVE BEEN PREPARED UDER THE 2020 RESIDENTIAL CODE OF NYS. ALL DETAILE5 AND 6-27-23 ISSUED FOR PERMITS INFORMATION HEREIN 15 CERTIFIED BY THE LISTED DE51ON PPROFE55IONAL AND IN COMPLIANCE WITH THE I FOLLOWING: $ CONSTRUCTION O Y,N _N I� O N 7A C 7 INFO �A 71 O N 1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES 12-20-23 ISSUED FOR ZONING OWNER'S NAME: PAUL TOOBIAN 2. 2020 NYS UNIFORM CODE SUPPLEMENT BOARD OF APPEALS 3. 2020 IEGC ADDRESS: 15775 GR-4&, GUTGHO6UE, NY IIQ35 \ 4. ENGINEERED STRUCTURAL COMPONENTS PER ASCE 7-10 PHONE: (516)244-0262 5. WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS EMAIL: PTOOBIAN®YAHOO.COM THERE SHALL BE NO DEVIATION IN GONSTRUTION PREGTIGE FROM THE REQUIREMENTS OF THESE DOCUMENTS. MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PREFROMANCE DATA AND MANUFACTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND �,{ }� I RE5PONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING N PRO 5 51 O N A L= 5 7 A`7 I tl I I V 7 PROCEDURES, I NGLUD I N6 THE PRODUCTION OF AN51 TEST RESULTS , AAMA TEST RESULTS, ETC. FOR N CS`r C.0r;� CC1� FL= I ANC M M� RS TO THE BEST OF Mr KNOWLEDG ALLOW. �Er-LEC,71ONS OF STRUCT.E, BELIEF AND PROFESSIONAL JUDGMENT, SUCH PLANS � `AND SPECIFICATIONS ARE IN COMPLIANCE W ���col 7)ITH THE CURRENT NYS ENERGY CODE. p STRUCTURAL MEMBER ALLOW. DEFLECTION I RAFTERS HAVING SLOPES GREATER THAN 5/12 W/ NO FINISHED GEILIN6 ATTAGHED TO L/180 7AE3L= O � N N51 ONAL^ �UL A71 ON5 RAFTERS INTERIOR WALLS AND PARTITIONS Y H TOWN OF 50UTHOLD 180` / DISTRICT 1000,SECTION 101,BLOCK 1,LOT 12 FLOORS AND PLASTERED GEILINOS L/360 FINAL MAP SINGLE FAMILY DWELL114G ZONE-RES A-C EXISTING PROPOSED ` ALL OTHER STRUCTURAL MEMBERS L/240 REVIEWED BY Z BA EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 DECISIONS MINIMUM LOT AREA 80,000 SF 22,382 S.F. NO CHANGE EXTERIOR WALLS - LOADS WI'TH BRITTLE FINISHES L/240 DATED: MAX. LOT COVERAGE 20% 3.04% NO CHANGE - --MINIMUM WIDTH 175' 65' NO CHANGE -- EXTERIOR WALLS - LOADS W11TH FLEXIBLE FINISHES L/120 NOTE: HEIGHT / NO. OF STORIES 35'/2 1/2 23'-10"/2 NO CHANGE ` L=SPAN LENGTH, H= SPAN HEIGHT. MINIMUM FRONT YARD DEPTH 40' 20.4' NO CHANGE A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND GLADDIN6 LOADS FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS HEREIN. MINIMUM SIDE YARD WID1 HS (SINGLE / TOTAL) 15'/35' 20.5' / 43.9' NO CHANGE ` B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. REAR YARD 50' 290' NO CHANGE NOTE: SUBJECT PROPERTY IS LOCATED WITHIN "RESIDENCE A-C" ZONE NON-CONFORMING LOTS 20,000-39,999 SQUARE FEET. CLIMATIC ANt7 GEOGRAPHIC Pr=5I C N CRI TERI ATABLE w m R301.2(I) (SUff-CLfK COUNTY) U �- WIND DESIGN SUBJECT TO DAMAGE FROM ICE GROUND SEISMIC WINTER MEAN SNOW TOPOGRAPHICAL SPECIAL WIND-BORN DESIGN Weathering Frost line depth Termite DESIGN BARRIER HAZARDS OOD AIR FREEZING AN UAL W �I LOAD SPEED(MPH) EFFECTS REGION ZWIND ONE RIS CATEGORY TEMP REQUIRED TEMP !� A I NAO � 5 1 ON C 1 7 i \ 20 1 c 30MPH NO NO coast an MODERATE st F — 1 B SEVERE BOF 3 FT BFG TO HEAVY SEE BELOW YES NO 599 51 I. RUNOFF GOER-ICI ENTS: coast Mr��^•I O VJ PAVEMENT = 1.00 MANUAL J CR I TrR I A ROOF = 1.00 ALTITUDE INDOOR DESIGN HEATING TEMPERATURE ^ �J ELEVATION LAT WINTER SUMMER , LANDSCAPE:= 0.20 PORTION OF HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE � V d LAWN EXISTING DWELLING FACTOR TEMP COOLING TO SE REBUILT. 12530 S.P. 108 FT 41°IN15°F B6°F 1.00 70°F 75°F 55°F 2. PROVIDE 5TOiRA6E FOR 3" RAINFALL DRAIN AREA "S' COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY DRAIN AREA 'A' DIFFERENCE HEATING COOLING WET BULB �{ ROOF DRAINAGE CALCULATIONS: ` --- •7t; 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40°k 32 GR 50°k RH CLIMATE ZONE IS 4a O � I-- 1. DRAIN AREA 'A' TEST HOLI�o FOR SI:1 POUND PER SQUARE FOOT=0.0479 kNIm.02,1 MILE PER HOUR=1.6M IT* C) �\ V A. 43�I.43 S.F.IDWELLING ROOF) x .25 X 100% = 10GI.86 G.F. a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE V , a ` FILLED IN WITH WEATHERING INDEX(le.,'NEGLIGIBLE",*MODERATE'OR'SEVEREJ FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURE RR301 TOTAL DRAIN AREA 'A' = I OGI.86 G.F. NOTE: It EXIST. 2 2�� THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,C 55,C 62,C 73,C90,C 129,C 2160R C 652. } N Lu STORY b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTINGFRAE 1 E. USE (1) (2' PIA x 6' DEEP STORM POOL W/ OPEN GRATE = 134.04 > 10cI.86 = OK INFORMATION TAKEN FROM SURVEY PERFORMED BY DWELLING a THEOWFINISHG JURISDICATIONSHALLFILLIINTHISPARTOFTHETABLEWITH'VERYHEAVr,'MODERATETOHEAVY",OR'NONETOSUGHPINACCORDANCEWITHFIGURERR3012(6)DEPENDINGONWETHERTHERE Q I— FOX LAND SURVEYING, DAV I D H. FOX. DATED JUNE I q, HAS BEEN A HISTORY OF LOCAL DAMAGE. on 2. DRAIN AREA 'B' 2023 d. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'MODERATE TO SEVERE','SLIGHT TO MODERATE'OR NONE TOSLIGHT'IN ACCORDANCE WITH FIGURE RR3012M DEPENDING ONWETHER A. 511.15 S.F. (DWELLING ROOF) X .25 X 100% = 77.7& G.F. �0� THERE HAS BEEN A HISTORY OF LOCAL DAMAGE an TOTAL DRAIN AREA 'B' = 77.78 G.F. ` e. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP(FIGURE RR3012(4)1 WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON O Q EXIST. SITE-SPECIFIC BASIS IN ACCORDANCE WITH RR30121A. — TAX MAP NO. : 1000-101-1-12 DRIVEWAY t THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORY DETERMINED FROM RR301221. USE (1) 6' D I A X 4' DEEP STORM POOL W/ OPEN GRATE = 8a.36 OF > 77:18 = OK Opt 9• THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE N OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFIK OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. NOTES- h. SEE FIGURE RR301.2(5)FOR GROUND SNOW LOADS. WINTER DESIGN TEMPERATURE: 517E: FLAN dry / • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°FAT A POINT3 FEETABOVE THE FLOOR ON DESIGN HEATING DAY o o ❑ 1. MINIMUM 10-C 5EPARATION 15 REQUIRED BETWEEN WATER I �0� • SYSTEM DESIGN SHALL BE BASED ON MAX 72'F HEATING,MINIMUM 75"COOLING ��0�� #° �� SERVICE LINE. / LATERALS / MAINS AND THE EDGE OF ALL SCALE: I" _ ��' ^ 1- i�0, AS PER 4811,WINTER DESIGN N1609ANDASC 72016, INDEXRY B69°F,CATBl�tRYAN(2URFACAPPENDIXD) VY` • AS PER NYSBC SO CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B STORM WATER DRAINAGE LEACHING STRUCTURES. �,, •� 0�'pq G• ' , USE C FOR BOTH SOUTH SHORE AND F92E ISLAND2. MINIMUM 5'-0" SEPARATION IS REQUIRED BETWEEN EDGE OF �y PROJECTS-232a STORM WATER DRAINAGE LEACHING STRUCTURES AND yrD� PROPERTY LINES. 1- 5775 UR - 48 DWG. INITIAL LATEST ISSUANCE NO. DRAWING TITLE ISSUANCE REVISION NO. $ DATE A ""*� UE 9 T-1 TITLE SHEET 6-2-1-23 y R K UA*�' U T C H 0 u-" NEW 11935 N-I SCHEDULE, NOTES 4 DETAILS 6-27-23 X-Al u A-2 REMOVAL PLAN, PLUMBING RISER NOTES 6-27-23 A-3 FIRST FLOOR PLAN, SECOND FLOOR PLAN 4 NOTES 6-27-23 JUNE 2023 A-4 ELEVATIONS 4 NOTES 6-27-23 A-5 ISECTIONS 4 NOTES 6-27-23 Ccf>11��U MO°o I of 6 SIMPSON L5TA 30-18GA. TABLE 3.1 RIDGE STRAPS AT EA. � FASTENER SCHEDULE FOR STUGTURAL MEMBERS RAFTER. JOINT DESCRIPTION NUMBER AND TYPE OF � A NI I I �►� I �►®T 5 : OR FASTENER NAIL SPACING ROOF FRAMING 2"x4" COLLAR TIES AT / \ Rafter to Top Plate (Toe-nalled 3-8d er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOU6LA5 FIR-LARGH 16" O.G. " DOWN Gelling Joist to Top Plate Toe-nailed 3-5d per foist STRUCTURAL 6RADE NO. 2 OR BETTER. BETWEEN RIDGE AND Gellln Joist to Parallel Rafter Face-nalled 4-16d each la 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL &RAVE GGA TREATED LUMBER. 2" x 6" RR ® I6" OG Gelll Joist Las over Partitions Face-nalled 4-16d each la A . .3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THIGKNE55. CEILING JOISTS. Collar Tic to Rafter ace-nailed 4-5d 2er tie PERIMETER PANR 5 AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" O.G. Blocking to Rafter each end ALONG EDGES 4 6" O.G. IN FIELD W/SOLID BLK6. UNDER ALL SEAMS. TYP. R001=1N6 Rim Board to Rafter nd-nailed 2-Ibd each end 4. USE 50LID BLOGKIN6 OR X- BRAGIN6 BETWEEN ALL J015T5 ® 8'-0" MAX. SPACING. + + + + WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. I" MIN. AIR 5PAGE + + + + To Plate to To Plate Face-Halle 2-Ibd --per foot 6. ALL FLUSH HE). CONNECTIONS TO BE FASTENED W/RATED 6ALV. METAL ABOVE INSUL. �9� G30G1(v10O G3G LQI�'ICC�(�1MC To Plate at Intersections Toe-nalled 4-Ibd olnts -each side GONNEGTOIZS BY 51MP50N (OR EQUAL). Received G3�MCGN1C�e o ( [ tv Stud to Stud ace-nalled 16cl 24" o.c. Header to Header Face-mile; 2-Ibd I6" oc. alo edger, '�VI(��j �VI nA' Q /� L A Z I I �Cs� I `®7 5 " JAN 0 3 2024 11 �NJ tJ oD�3Do� d9d �l To or Bottom Plate to Stud i, d�aile 2-16d er 2x4 stud I/2 G.W.B. 3-16d per 2x6 stud 4-16d per 2x8 stud Zoning Bold of AppealsR-6 I" RIGID INSULATION I V V 1 /1 n o WINDOWS / 5L. GL. DOORS AS MANUF. BY AMERICAN CRAFTSMAN W/ Ln1L� Bottom Plate to Floor 1st,Band foist,End Joist or Bloc ace-Halle - _per foot INSUL. 6LAS5, IMPACT RESISTANT 4 DE516N PRE55URE RATED AS REQ'D R-21 FLOOR FRAMING BY CODE OR U5E: 5TRUGTURAL PANELS FOR STORM PROTECTION- INSULATION I" = I'-O" ' PROVIDE PRECUT, PREDRILLED PLYWOOD,7/16" THICK. Joist to SIII To Plate or Gir<ier Toe�aile 4-8d er ol5t INCLUDE ATTACHMENT HARDWARE: l3loBri in to Joist Toe-nape 2-8d each end 2 1/2" N0.8 HP. 5GREW5 0 16" O.G. F/5PAN5 LE55 OR EQUAL 4 FEET BlockiBlockin to Joist Toe-nailed 2-Sd each block ® 10" O.G. F/5PAN5 BETWEEN 4 4 6 FEET, Ledge tr Sill or a Plate ( lled) led - each block AND ® 12" O.G. F/SPANS BETWEEN 6 4 8 FEET. LAG BOLT NAILER W/ (2) 1 Ledger Sirs to Beam (Face - all 3-Ibd each olst LAG3/8" x 4 I/2" BOLTS © 32" O.G. Joist on Led er to beam Toe:-nailed 3-8d per olst - �l Band Joist to Joist End-nallei 3-Ibd per Joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to 5111 or ToI2 Platee Toe-nailed 2-Ibd er Joist WITH OWNER. ROOF 51-1EATHIN6 OPTION: PROV. I'x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. _1 Structural Panels I Sd 6" ed e /6' field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC, INSERTS TO PROTECT ®��" � I�� TYP. EXT. TEGO EA. R.R. TO 2"XS" NAILER Pla onai Board Sheaths FROM WEATHER, ETC. (VERIFY DETAIL5) WALL (2".I"xb" or I"xb" 2-Sd er support „ _ , „ I"x10" or wider 3-8d er support (D4I - i -O IN ATTIC GI=ICING SPAGES)SHEATHING um Wallboard l5d coolers 10" field � WALL SHEATHiN6 I Il� I I Structural Panels 8d 6' ed e / 12" field V�o Fiberboard Panels 25/52" &c Sd 3" edge 6° field 3" ed e /b" field AMERIGAN FOREST AND PAPER A550GIATION (AF4 PA) 25/3 / sum Wallboard Sd coolers -► edcle / loll WOOD FRAME GONSTRUGTION MANUAL FOR field 6-16-23 ISSUED FOR OWNER Hardboard acl b" edge 12" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) MAINTAIN I" CLEAR REVIEW Particleboard Panels Sd 6" ed e / 12" field OR VENTILATION. 6-27-23 ISSUED FOR PERMITS Dia onai Board 5heat I $ CONSTRUCTION I"xb" or I"x8" 2-bd er su ort &ROUND SNOW LOAD 30 PSF I"xi0" or wider FLOOR SHEATHING 3 er su ort WINO 5PEED : 5OUniOLD 150 MPH (3 SECOND OUST) SFfE'hTH N&NOTCH RR F/ +6, I2-20-23 ISSUED FOR ZONING Structural Panels WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) TEGO �� BOARD OF APPEALS EA. J5T. 2- 51MP50N "H2" " or Tess ad 6" e / 12" field SEISMIC DE516N CATEGORY �, reater an I" 10 6" e e /6" field CONNECTORS a 16" Q.G. :: Dta al Board 5heat f i"xb" or I"x8" WEATHERING AREA SEVERE (ONE EACH 51DE) - per support x O or wider 3-8d per support ICE SHIELD YES R-30 INSUL.J 2"x6" ROOF sHIN6LEs FR05T LINE DEPTH Asphalt roof shingles 6aly. stl. min. 12 a. shank w/a min. 3/8" dia.head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY through the roofing materials and a min. of 5/4" Into roof sheathing and shall TYP. ROOF. TIES: roof Inci manufacturer and provide no less than 4 fasteners per strip shin le. DECAY AREA SLIGHT TO MODERATE 51MP5ON "H7"Nailing requirements are based on wall sheathing nailed 6"on center at the panel edge. If wall sheathing is nailed WINTER DE516N TEMP 11 CONNECTORS ® i6" O.C. U N O 3" on center at the panel edge to obtain higher shear capacities,nail►ng requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. redo wall sheathing is continuous over connected members,the tabulated number of Halls shall be permitted to be �O D '1� I Ce '1� I®7 5 " reduced to I-Ibd nail per foot. I� I� IAI R302.cl Wall and telling finishes not Including trim, door, and window frames shall have ®® T I I a flame-spread classification of not greater than 200. Wail and telling finishes shall have a smoke-deve loped index of not greater than 450. � ROOF Y 1 U.N.O. �I R302.14 Combustible insulation shall be separated a minimum of 5 inches fromOEENERAL I I„ =4�I/-O•"•1 I O 7 5 recessed lighting fixtures, fan motors, and other heat-producing devices or separated In accordance with the conditions stipulated In the fixtures listing. Recessed lighting installed In the building thermal envelope shall meet the I. All work shall comply with the 2020 International Res►dential Code for one and requirements of Section N1102.4.5 two family dwellings, the 2001 Wood Frame Construction Manual and the A5GE-7-05. F AL MAP Contractor shall coordinate any and all inspections as required to obtain certificate R308 blazing at hazardous locations shall have glazing protection In conformance of occupancy on behalf of the owner. with r308. In general, glazing in all doors and fixed side panels, Glazings less than DOUBLE TOP PLATE VIEVV/ED BY ZBA 2. All work shall comply with the New York State Energy Conservation Code. See 60" above surfaces of tubs showers, etc. blazing within 24" arc of doors In closed note 5. position with sil is less than 60" above floor. blazings over cl square feet and less D I S I O N# b X 3. All electric work shall comply with the National Electrice Code. Electrician shall than 18" above flnl5hed floor. blazing near stairways/Iandings. See complete text of obtain fire underwriters certificate for all electric work and shall submit to owner. R308.4. blazing for specifics on locations and exceptions. D ED: I Provide all outlets and ]unction boxes required for all appliances, pumps, equipment, -- etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone R308.6 Skylights and sloped glazing shall comply with this section and have fully HEADER jacks, T.V. cable jacks, etc. with owner as required for the full installation and tempered glazing. satisfaction of owners requirements and code compliance and shall provide same. Architect is not responsible for electrical designs for this project in any capacity. R309 Garage opening protection and separation required to be as noted and In FULL HEIGHT 4. All plumbing work shall comply with the National Plumbing Code and all local codes. conformance with R30q. Garage floor surfaces shall be sloped to facilitate the - Contractor shall review with the STUD owner the requirements for plumbing installations movement of liquids to drain toward the main vehicle entry doorway. � Including but not limited to fixtures, trim, accessories, etc. and requirements for water enc R310.1.1 All emergency a and rescue o enin s shall have a minimum net clear service and domestic hot water. Architect IT, not responsible for any plumbing systems 9 y esca P P g in any capacity. Contractor shall provide sanitary system In accordance with the opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear HEADER TO STUD: owners approved site plan and shall coordinate all inspections required for approval opening width, 44" max still height. I- " x 18 GAUGE JACK STUD BY 51MP50N L5TA21 CONNECTOR of same. And surveys Indicating final tank locations shall be by owners surveyor. STEEL GOLIED W/ 16-I0D FASTENERS Contractor shall provide e, surveyor with Information as required. FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL 5. All H.V .G. work shall comply with Article 10 of the STRAP NO. G518 N.Y.5. Uniform Fire Prevention CONFORMANCE WITH THIER RESPECTIVE CODE 5EGTION5. ARCHITECT 15 NOT TYP. FLOOR BY AP NO. and Building Gode and Energy Code N. Contractor shall review all mechanical systems RE5PON51BLE FOR THESE INSTALLATIONS. J015T with owner for type of system to be provl&t d (I.E. oil, gas, or electric hot water or R31UNDER JOI5T(12" WINDOW SILL r , < air, etc) Includin air conditioning requirements. Architect is not responsible, for per.7 Stairways shall not be less than 36 inches in clear width g all points above the END LENGTH) 16" PLATE �•.J g g al P permitted handrail height and below the required headroom height. Handrails shall not heating or air conditioning systems In any capacity. O.G. STUD TO PLATE: project more than 4-5 inches on either sideof the stairway and the minimum clear 6. Owner shall obtain any and all required permits prior to allowing contractors to z Inches where handralls are provided on both sides. The maximum riser height shall be width of the stairway at and below the SIMPSON HDUS UPLIFT handrail height, Including treads and landings, BOX BEAM. w Q 7. A11 site work Including sanitary system, utilities, easements. setbacks, elevations, ^ proceed with any of the work. shall not be less than 31.5 inches where a handrail Is installed on one side and 27 MATCH FJ CONNECTOR W/ J" VIA. 2 Q I"� `�j- drainage, retaining walls, etc. shall be in accordance with a site plan prepared by the 5.25" and the minimum tread depth shall be 9" In conformance with R314 TYPICAL AT CORNERS. Minimum Z owners surveyor. The Architect Is not responsible for site designs of any type In any headroom 6-8'. All stairs shall be provided with Illumination in accordance with OF BUILDING AND AT j I capacity. Section R303.4. Enclosed accessible space under stairs shall have walls, under stair BOTTOM PLATE ENDS OF SHEARWALL5. w f CZ LU 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. the type of work being performed. All contractors shall maintain liability Insurance and `L < v workers compensation Insurance in connection with all work being performed In R311.7.8 Handrails having a minimum and maximum heights of 34 inches and 38 inches, project. respectively, measured vertically from the nosing of the treads shall be provided on 9 , I /� . All materials, systems, equipment, fixtures, etc. shall be Installed in strict at least one side of stairways. All required handralls shall be continuous the full T�1/F I CA1 . RANI I NCS :�) �A I L O compliance with the manufacturers written specifications and Installation Instructions length of the stairs with two or more risers from a point directly above the top riser T T /� �- 10.inc All all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be r-LOOR I ® �LOOR � I A I "�' �� ®� �(��C� M 1 period All contractors shall warrant their work in writing to the owner for a minimum returned or shall terminate In newel posts or safety terminals. Handrails adjacent to period of two years. a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the I" - I'-O" II. The Architect shall not have control ue charge of and shall not re responsible handrail. The handgrip portion of handralls shall have a circular cross section of 1-1/4 O for construction means, rnethods, techniques, sequences, or procedures, or for safety a radius of I/8".Edge, O programs in connection with the work or for acts or omissions of the contractor, inches minimum to 2-5/8 Inches max subcontractors or any person performing any of the work, or for the failure of any of R312 Guards are to be a minimum of 36 Inches (gl4mm) in height. open sides of stairs LU Q them to carry out the work in or with the intent of the contract documents In g P N LU that said responsibtlty Is the sole responsibility of the contractor. with a total rise of more than 30 inches above the floor or grade below shall have 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and guards (each side) not less than 34 Inches In height measured vertically from the TYP. ANCHOR BOLT: approved by owner. nosing of the treads. (Second story guards are recommended to be higher) 5/8"DIA. 45" O.G. TYP. HOLODOWN5: CIO 13. All Interior finishes ln,Ivclln but not limited to walls, flooring, tile, etc. shall be COORDINATE PLACEMENT g g' BY 51MP50N, HD2A CONNECTOR W/ 1 reviewed with and approved owner. R314 Single and multi le-station smoke alarms shall be Installed in each sleeping W/HOLD DOWN BOLTS. VERIFY � O pp 14-5D53 5GREW5 (OPT) AND EXTENDED 14. All miscellaneous Interior Items Including but not limited to doors, trim, fireplaces. room, outside of eat separate sleeping area in the immediate vicinity of the BOLT TYPE,EMBEDMENT,REBAR - z 5/8" BOLT FROM END WALL M O closet shelving, kitchen cabinets, shelvin hardware, etc. shall be reviewed with and bedroom, on each additional story of the dwelling, Including basements. The alarm - '� O g ETC. BEFORE CON5TRUGTION O (SEE FND. PLAN FOR LOGATINS) - approved by owner. devices shall be interconnected In such a manner that the activation of one alarm will I _1 ° Z �o rA 15. Where existing walls, posts etc. are removed it is the responsibility of the activate all of the alarms in the individual unit. The alarm shall be- clearly audible in all TYP. SUB-FLR• - TYP, SUB-FLR, contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all intervening doors closed. All smoke TYP F J TYP F.J. alarms shall be listed and installed in accordance with the provisions of this code I- " x 18 GAUGE STEEL N and the household ftrewarning equipment provisions of NFPA72. GOLIED STRAP WRAPPED I i- " x 18 GAUGE STEEL �I P315 Carbon monoxide alarms shall be installed outside each separate sleeping area UNDER SILL AND OVER / GOLIED 5TRAP WRAPPED IPQ 4f[t@4#o 252cl �E51 eN 1�O�e�5• In the Immediate vicinity of the bedrooms. where afuel-burning appliance Is located I EACH STUD W/ 12" MIN. ILL// UNDER SILL AND OVER " within a bedroom or its attached bathroom, a carbon monoxide alarm shall be STUD BEARING. NO. GS18 EACH STUD W/ 12" MIN. installed within the bedroom. Carbon monoxide alarms shall be listed in accordance ( BY SIMPSON STUD BEARING. NO. C518 PROJECTS-232Q LIME DEAD with UL 2034 and UL 217. � °�.� ��d�o Y R-30 INSUL. R-30 INSUL. SIMPSON A-I.DWG 12PITCH TCH 30 10 ROOF : SNOW LOAD:PRTO2.7 A vapor retarder are required on the interior side of frame walls In Climate W/ VAPOR BARRIER UP W/ VAPOR BARRIER UP ,i2 40 IO DECKS / PORCHES Zones 5, 6,7, & and Marine 4 with the exception of basement walls and below grade • •. . portion of any wall. ° - z v ` • 40 10 ROOMS OTHER THAN SLEEPING ROOMS TYP. FND. / FT6. d TYP FND /FTO 30 10 5LEEPIN6 ROOMS R807.1 Attic access. An attic access opening shall be provided to attic areas that ° GRADE exceed 30 square feet and have a vertical height of 30 Inches or greater. The ° GRADE 20 10 ATTICS 6 °WITH 5TORAE rough-framed openinh shall not be less than 22 Inches by 30 Inches and shall be EXP. JT. PITCH FINAL GRADE EXP. JT. ° 10 IO ATTICS WITHOUT 5TORAGE locat ed In a hallway or other readily accessible location. A 30-Inch minimum AWAY FROM WALL5 TYP. PITCH FINAL 6RADE unobstructed headroom In the attic space shall be provided at some point above the 4" 3500 P51 GONG. S AWAY FROM WALLS TYP. access opening. See Section M1305.1.3 for access requirements where mechanical equipment 15 located in attic. RI001.1 Masonry chimneys shall be constructed, anchored, supported, and reinforced m m as required In this chapter and the applicable provisions of Chapters 3, 4, and 6 with 2"x4" 2"x4" applicable clearances to combustibles and firestopping. KEYWAY ! ' a• •a KEYWAY • ' n. •a �} �OO IT II O � 7A I LG J ° 8"xl6" °- FOOTIN 'cnm4 a©oo 2 0f 6 iRecew(-? ' l JAN 0 3 2024 Zoning Board of Appeals OENERAL. REM0\/AL , NOT 5; (� 1p M. �7/�(� m �- /� NJ�IYLY L.:10 LSLr.1Wl1V9 L.",.1o�oL:�o I.THE 6ENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXI5TIN6 mG3MO4CW UTILITIES, PIPING, WIRING, 6A5 LINES, PLUMBING LINES, ETC. THAT ARE �o R-3 R-I F- - - - - - - - -- - - -- - - - - - - - - - -- - 7 AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES M19 Q@I%H@Dm G1WERM SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE nowmimm[E 1DD g Gov 9sm rF- - T I R_3 -- - - - - - - -- - - �� I ( PROVISIONS PRIOR TO PROGEEDIN6 WITH DEMOLITION WORK. DOWN ( �� c�o���o� a II II ''� II R I I I 2-ANY AND ALL REQUIREMENTS INGLUDIN6 BUT NOT LIMITED TO 05HA AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR R-12 DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK ��I STORAGE I I I PERFORMED IN GONJUNGTION WITH THIS PROJECT. LSL R-I I ( 3-CONTRACTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE REMOVED AS PART OF TH15 PROJECT, CONTRACTOR SHALL PROVIDE IBC -1� TEMPORARY BRAGIN6 UNTIL NEW WALLS OR SUPPORTING MEMBERS ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING A R-2 R-2 R-6 PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE g R-& R_6 ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW R-4 - - - - � I I CONSTRUCTION. r r. 4.CONTRACTOR SHALL VERIFY AMOUNT OF EXI5TIN6 WALL FINISHES TO BE REMOVED FROM KAL.LS THAT ARE TO REMAIN. SAID FINISHES TO I III I ( R_I PBE ANEL N6 REMOVED MAY AY INCLUDE EXISTING VINYL WALL GOVERIN6, ; 5-ALL MATERIAL AND DEBRIS REMOVED FROM THE 51TE SHALL BE BEDROOM #3 BEDROOM #2 R-6 LEGALLY DISPOSED OF BY 6.G. II (-t-7 I KITCHEN DINING ROOM R_6 III i R-6 &.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING R-6 II I� I-JJ R-2 AI CODE AND ANY AND ALL LOCAL REQUIREMENTS. I I R_2 7• ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN R-I ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC. R-6 I I R-2 R-I CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. 6-16-23 ISSUED FOR OWNER R-3 S.G.C. SHALL PROVIDE TEMPORARY SUPPORT OF ANY It ALL UTILITIES, REVIEW li -1 I I I R-3 �y R-a ��, PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. R-4 R-II I REF. R I R4-I I I - q.CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF 6-27-23 ISSUED FOR PERMITS L- — — — — -j __— R-a L -1- = R_I EXISTING ITEMS THAT OWNER MAY WISH TO RELOGATE/REUSE. $ GONSTRUGTION DOWN R_1 I I CL 12-20-23 ISSUED FOR ZONING I � R-I T- R-5 R 1�OVAL. FLAN: BOARD OF APPEALS R-10 I R - - - -J I, `_ --' R-3 R-10 - - R-1 REMOVE AND 015GARD EXISTING WOOD FRAMED WALL AS INDICATED R-10 R_3 R-3 I I INGLUDIN6 BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES, � R_2 MECHANICAL, PLUMBING, 6YP. BO. 4 M15G. FINISHES ETC. - - R-I - - CL ((2)f xe FR----2-1 REMOVE PORTION OF WALL TO ALLOW FOR THE INSTALLATION OF NEW - - - - III - - � WINDOW. III R-5 I I R-I R-3 REMOVE EXISTING DOOR, FRAME d HARDWARE SHALL BE REMOVED I LIVING ROOM L_ J LR-I I I AND DISCARDED. UPI R-II R-8 III --� I Ate— R-6 II R_q EXISTING KITCHEN CABINETS, COUNTERS, APPLIANCES SHALL BE �y r R_ll BEDROOM REMOVED AND DISCARDED IN THEIR ENTIRETY. I I R-3 I I I I R-6 I I I I R-8 R-5 EXISTING GL05ET SHELVING AND RODS SHALL BE REMOVED AND R-2 III I I BATHROOM I I I 0 I I 0 DISCARDED IN THEIR ENTIRETY. I II R-6 L-- - - FOYER I I III 11 R-8 I I I R-2 I I R-6 EXISTING WINDOWS SHALL BE REMOVED AND DISCARDED IN THEIR _ ENTIRETY. PREPARE ROUGH OPENING R S FOP, NEW WINDOWS AS PER II I I WINDOW SCHEDULE. R-&R-6 R-3 R-6 R-7 EXISTING PLUMBING FIXTURES SHALL BE DISCONNECTED, REMOVED AND '�� DISCARDED IN THEIR ENTIRETY.R-10 R-10 R_8 EXISTING FLOOR FINISH SHALL BE REMOVED AND P15CARDEP IN THEIR IRE= L f T n� 'AP ENTIRETY. PREPARE A NEW SUB-FLOOR FOR NEW FLOORING AS p tED Y z g� SELECTED BY OWNER. V�` R_Q EXISTING BRICK CHIMNEY TO BE REMOVED AND DISCARDED IN ITS SION U ENTIRETY. / d EXI5TIN6 51DIN6 B TRIM SHALL BE REMOVED IN THEIR ENTIRETY. 5 7 :�0 0 M O /A L FLAN L A I 5 �O I� FLOOR ®® Y O �A L PLAN L '�I R-10 REPLACE DAMAGED / ROTTED SHEATHING A5 REQUIRED WHERE �( I I �► I " I Y I REQUIRED. I SCALE: I/4" = I'-O" EXISTING DAMA6ED SUBFLOOR SHALL BE REMOVED 8 D15GARDED R-II WHERE REQUIRED. REMOVED TO STRUCTURAL STABLE FRAMING. EXISTING ROOF FRAMING/SHEATHING t ROOF 5HINOLE5 SHALL BE R-12 VIEWED 4 DISCARDED IN THEN ENTIRETY. z "CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF 4" VTR ANY EXI5TIN6 CONSTRUCTION THAT 15 NECESSARY TO COMPLETE �,� ROOF NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE W m REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE U icy- HITH THE CONSTRUCTION OF NEW WORK. _ l� z V z 2' LAV. I 1 1/2" I I� 1 112' I I I v we I I Z D� D- TUB„ I 2Mi7. 1=LOOR I— T p4 —► � i G.O 3 I _- -_21 _ _ I 2" O < 11 12 3"I ILAV. I 11/2" oo O W 11/2" I I I/2° I KITGHEN7 6 D-' SINK WASH. I Im DW ao wG I I 15T. FLOOR a o a 311 I 3� G.O. TIE INTO EXISTING SGHD pG30df�C�4#1-3 232�f APPROVED SANITARY 5Y5TEM. G.O. HOUSE TRAP PROJECTS-232a A-2.DWG 5ASr-MENT mlm IJ mal 5 of 6 r-RA1ililoli1`1 N0 NOTES: I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLA5 FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. Received 3. ALL 5U5FLOORING TO BE APA RATED 5TURD-I-FLOOR. EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO JAN 0 3 2024 BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD dCIL� La° o �La° ��g Qo�OL 10 505FLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH Zoning Board of Appeals DOUBLE UPRIGHTS, "1'0" AND OVER WITH TRIPLE UPRIGHT5. ALL QOL°MOO MR mW[R UIE HEADERS SHALL BE A MINIMUM OF 2-2X8 OR A5 5HOWN ON my T it @@T DRAWINGS. 639 v 112�`ll°o 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND 20'-I I/2"20'-6" FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" U.G. /�n 2'-2" 2'-6" 15'-q" 3'-4 3/4" 5'-10 1/4" 5'-8 3/4" 5'-2" PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. ORQ�,o 4'-1011 PROVIDE A VINYL ----------- PROVIDE ND. STEPS 4 6. DOUBLE FRAMING AROUND OPENING5(skyllghts,stairs etc) OR AS 2"x8" P.T. LEDGER W/ RAILING SYSTEM A5 -- -- RAILING TO CODE NOTED ON DRAWINGS. 4'-O" 14" DIA. 3500 PSI SELECTED BY OWNER ---_-.--.-- __ -i. DOUBLE UP FRAMING ON ALL P05T5 AND PARALLEL PARTITIONS x 4 �" LAG BOLTS @ 16" GONG. FOOTING MIN 36" O.G. 5TA66ERED 5" 5" __-_----- 6" HD. DEGKING A5 OR AS NOTED ON DRAWINGS. ___-- BELOW GRADE : : �,...y 5ELEGED BY OWNER B 8 STEM T • .ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WI H DROP T.O.W. 8" AT -� ' ' LINE OF STOOP ABOVE 3500 P51 GONG. FOUND. WALL TO .,:�`:•.:,:::;::��.:.,. ::�;:.•-. - --__-- _ -5 RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR DOOR LOCATIONS O a BE 8" THK. x V-4 J" IN HT. (MIN 36" "- :"'`�' '•'.;:..' - 5 APPROVED EQUAL. a = VERIFY W/ GRADE) O i 1z B BELOW GRADE) W/ (2) #5 REBAR TOP $ BOT ON CONTINUOUS FTC - - ------- . . ' ' '° ° _ . •.. 1 ; : � FINAL KITCHEN LAYOUT LOWER ROOF q. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.G. m x ® i _5 PROVIDE 5/8" x 16" A.B. ® 4'-0" '':: °:•' - --- E SHALL BE BY OTHERS BELOW EXTERIOR EDGES AND 6D ® 12" O.G. INTERMEDIATE. O.G. REFER TO A-I FOR DETAILS. ''': ` : 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND DOWN STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY y �P 'I L EXHAUST HOOD "SIMPSON" OR APPROVED EQUAL. - PROVIDE MIN. 2" 3500 PSI RAT _ _ I _ DUCTED TO 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRU55 JOIST" TJI 5LAB ON 6 MIL VAPOR BARRIER LINE OF EXIST. \ GOAT ( N EXTERIOR IN LOWER ROOF BELOW LINE OF EXIST. _ � � ��' AT NEW CRAWL SPACE. STRUCTURE TO BE - HOOK5/ ACCORDANCE SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL STRUCTURE TO BE � I w v REBUILT (SAME O CUBBIE5 `r TO THE 20'-I I/2" JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING � PROP05W O i FOOTPRINT) R.G.N.Y.S „ „ , „ REBUILT (SAME 5-2 q q I/2 5-2 STIFFENERS INSTALLED AS PER MANUFACTURERS GRAWLSPAGE (U - SECTION MI503 nn nn FOOTPRINT) G C RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL DRILL GROUT W/ #5 REBAR 12" t " " i I LOAD AND BEARING POINTS AT A MINIMUM. A 51NOLE 1-3/4" LVL O.G. INTO EXISTING FOUNDATION (2)t xT LVL J _ = I RIM J015T SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, 6-16-23 ISSUED FOR OWNER UP I SOLID 1 m STORAGE, AND ERECTION OF GOMPONENT5 SHALL BE AS PER REVIEW 8R - - - P05T -i I r q'-5 I/2" '-8" MANUFACTURERS RECOMMENDATIONS. 6-27-25 ISSUED FOR PERMIT (EXI5TJ LINE OF EXIST. p in 1 i 12.ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. GONSTRUGTION FSTRUCTUREZ5 ' - MACHINE BOLTS 0 12" O.G. LINE OF EXIST. CRAWL5PACE d A LINE OF i A 12-20-23 ISSUED FOR ZONING STRUCTURE ACCESS (36x3o) 1 A REF. A m 13.PROVIDE FIRESTOPPIN6 AT ALL LEVEL PENETRATIONS. A i C F AIL J r__ -5 i SPLAY _5 BOARD OF APPEALS O � i CEILING 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR i dJ BEAMS, SPACING NOT TO EXCEED 5'. PROVIDE 4" 3500 6'-O" i - P51 GONG. 5LAB � � r END PANEL TO MAT H BEDROOM #3 BEDROOM #2 � O � m CABINETS i (q' � (q'-O") CLOTHES DRYER SHALL BE EXHAUSTED IN G LAUNDRY '� B i i B F O U N�A I I®I�l I V®7�5: 3 " 5T1. COL. (5GH.40) i ACCORDANCE TO i EXIST. 2x8 R.R. ON 24"x24"A2" P.G. MANUFACTURER �� = D = 05D 05D I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 TSF ®16 O.G. FTC. W/#5 REBAR ® 6" SPECIFICATIONS AND - '� R' '� i '' BEARING GAPAGITY, SUBJEGT TO CONTROLLED IN5PEGTION. I O.G. EACH WAY. I R.G.N.Y.S. SECTION MI502 `fl �p � 6'r0" V-I I,1/2" Iq'-I I/2" 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE m D m - ., DINING ROOM �' IN PLACE, PUMP AS REQUIRED. _ (7'-41) 3. GONSTRUGTION JOINTS IN FOUNDATION WALLS SHALL BE NO C N N i i i i i PULL DOWN i � MORE THAN 50 FEET APART AND NO LESS THAN 4'- O" FROM ANY ' ATTIC STAIRS j ; p i D PIER. REINFORGEMENTSHALL BE CONTINUOUS THROUGH iJJ GONSTRUGTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION i �� � � 15D JOINTS. GoxxxEXIST. 2x8 R.R. m _ A f 4. 5LAB5 ON GRADE SHALL BE PLACED BY STRIP PLAGING@16" O.G. I 2)2x8 F 4x4 P05T ------ ,p i C METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH GONTROL - ------ do ______ 05D i JOINTS (SAW GUT) MAX. 30'- O" O.G.; GON5TRUGTI ON JOINTS SHALL Q 24"Poor BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF i - I 8"xlb" VENT BY AIRVENT INC. PLSL ------ • 5D ------ DOOR PLACEMENT. i , �WT _: MAP I COLOR TO BE GRAY (TYP. 4) ------ �ry yi WED BY ZBA N ------ N '-0" \ RE L_ '�' ------ � LIVING ROOM � ' MASTER � O DE �. BEDROOM 1=OUNI�ATION NOTES: 1 3 " STL. COL. (SGH.40) EXI5TIN5 GMU FOUNDATION ON X - (q-O ) i - ON 24"x24"xl2" P.G. �� GONG. FTC. -- --- - _ � _ UP 2)2x8 F.J. D �,r, - LINE OF FTC. W/#5 REBAR ® b 13R -. i i 5PLAY O.G. EACH WAY. ( CEILING B FND./ FTO.: A 8" THICK GMU FND. WALL (or P.G. WHERE NEW) w/TYP. ANCHOR BOLTS, ORA _ ik in ON CONTINUOUS 16"w. x 8"d. P.G. FOOTING;TO A MIN. DEPTH OF 36" ' m BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR SOIL w/ MIN. I TON i i m JD 2'-3' i I6'-10 1/2" i m PER 5.F. BRG. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL �+ CONTINUOUS AT TOP +E BOTTOM OF WALL AND/OR IN FTC. w/ MIN. 3 COVER. 4'-3 1/2" II'-6 3/4" 4'-3 1/2" 51LL/TYP. ANCHOR BOLTS: In ---- - 2-2"x 6" (or 1-2xb MIN) PRE55URE-PRE5ERVATIVE-TREATED (PPT) SILL w O i i 2"x8" P.T. LEDGER W/ 9" 4'-3 1/2' 5' 1/2' ----5'-q 2" 4'-3 1/2" 20'- 1/2" i 66 1 PLATE (PROV. TYP. 51LL/WALL TIES WHERE REQ'DJ OVER TERMITE F-O i x 4 LAG BOLTS ® I6 _�_.--- ----�_--_ - U • . iL= O.G. 5TAGGERED -- -20'-I I/2" - LOWER ROOF SHIELD AND SILL SEALER w/ 5/6"dia. ANCHOR BOLTS (1"MIN. EMBEDMENT �J - -BELOW AND 3115QUARE WASHERS) ® 36"o.c. 8 28"o.c. WITHIN 8 FT. OF CORNERS - p y x ® i LINE OF PORCH ABOVE _ _- ___. .. w v 1 tV � x 6 ND. DECKING AS AND 12 MAX. FROM EACH END OF SILL PIECE. COORDINATE �--- --- I'-5 „-- --- „14" DIA. 3500 PSI ____ SELECTED BY OWNER PLACEMENT w OLD-DOWN BOLTS, A5 REQ'D. TO CONNECT TO 4-O I-5 11 GONG. FOOTING MIN 36" __� - 5HEARWALL STUD BRACKETS. (SEE DETAILS). O BELOW GRADE PROVIDE A VINYL C 6 10 ----------- ----- RAILING SYSTEM A5 SILL/Wfi�LL TIES: C!� - I W W SELECTED BY OWNER REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE SIMP50N G520, PROVIDE WOOD STEP5 (20 Gage), 1 1/4" STEEL STRAP TIES ® Ib"oc (AT EA. STUD w/MIN. 8- 8d � 0 $ RAILING TO CODE NAILS, EA. END) WRAPPED UNDER 4 UP INSIDE FACE OF 51LL, GUT TO n/ Z LENGTH A5 REO V. (5EE DETAIL Z 1 Ln v � I�T PLAN I ®® I '�I I HOLD-DOWN BOLT: T 5 A 5 - Q ® I �t �®® ANGI TE AP. ANCHOR BOLT, EXCEPT SPACED AS REQ'D. TO � �� HOR � Z RWALL SECMENT5. (SEE STND. DETAILS). CONTRACTORS - ` \ SCALE: MU5T COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5TJ TO \J INSURE ALIGNMENT OF BOLTS 4 STUD BRACKETS. OPTION: (INSTEAD - O A OF HD2A'5 $ BOLTS): USE STRAP TIE HOLDOWN, 51MP50N 5THD10 �O EMBEDED IN FND. WALL 4 EXTENDED UP OUTSIDE FACE OF WALL AS REOV. [5EE FLOOR PLAN FOR 5HEARWALL SEGMENTS]. v O GONGRETE: 0 ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) i ' I STRENGTH OF 3000 PSI, EXCEPT USE 3500 P51, FOR ALL EXTERIOR 00 NOTE : �QU ®®� � �: LCSNO : IN�Oir� G� �� I� USES; INCLUDING GARAGE SLAB, ETC. O pq FIRST FLOOR = 6g4.31 S.F. 1313 NEW 8" 3500 P51 CONCRETE AMERICAN CRAFTSMAN I. PROVIDE GRAWI_5PAGE VENTILATION AS PER CODE (ISF PER 150 S.F) SECOND FLOOR = 566.02 S.F. '' '=' FOUNDATION WALL MARK QTY. ROUGH OPENING UNIT DIMENSIONS G O 70 SERIES CONG1� T NOTES: C; BASEMENT = 210.-H S.F. d 2. CRAWLSPAGE (1) GRAWLSPAGE = 2g5.24 5.F. O 24510 5 2'-5 " x 4'-1 2'-6 " x 4'-0 " A. 87.7q 5.FJ15,0 = 56 S.F. REQUIRED EXIST. WOOD FRAMED WALL I. ALL GONGRETE WORK SHALL CONFORM TO AGI 301-aq; B. USE (1) 8"xl6" VENT = 8q 5.F. > .56 TOTAL HABITABLE 5PAGE = 1,260.33 S.F. TO REMAIN. ,� OB 3046 3 3'-2 " x 4'-q " 3'-1 " x 4'-8 CONCRETE 5LAB5 SHALL BE 3500 PSI STONE CONGRETE; ALL EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. P O[ M#a 232GI 3. CRAWLSPACE (2) ----------- EXIST. WOOD FRAMED WALL 2032 6 2-2 x 3-5 2-I x 3-4 5LAB5 ON GRADE SHALL BE NORMAL WEIGHT GONGRETE. A. 282.50 5PA50 = 1.88 5.F. REQUIRED OG � � � B. USE (3) 8"x1�5" VENT = 2.67 S.F. > 1.88 ----------- TO BE REMOVED 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE OD 2446 5 2-5 " x 4'-cl 2'-6 " x 4'-8 INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM PROJECT5-232q A-3 DWG NEW 2"x4" HD FRAMED O 2832 1 2'-10 �" x 3'-5 �" 2'-q �" x 3'-4 A-615 GRADE 60. F �" WALLS ® 16" O.G. w/ 1/2" 3. TEMPERATURE REINFORGEMENT, SPLIGE5, SUPPORTS FOR _ G.W.B. EA. 51DE REINFORCEMENT SHALL CONFORM TO REG2UIREMENT5 OF AGI-318 WINDOW NOTES: 1. ALL BOTTOM OF WINDOW HEADERS SHALL BE 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- ' SD SMOKE DETECTOR 6'-8" UNLESS NOTED OTHERWISE 2. PROVIDEIDE JAMB EXTENSIONS A5 REQD FOR b GONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS WALLS. OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL ® CARBON MONOXIDE 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO BE IN ACCORDANCE WITH AGI 5P-66. (88) DETECTOR ORDERING. 4. CONTRACTOR SHALL COORDINATE AND VERIFY 5. PROVIDE TWO #5 ALL 51DES FOR OPENINGS IN CONCRETE ALL ROUGH WINDOW OPENINGS A5 PER WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND EXHAUST FAN MIN 15 GFM MANUFACTURES SPECIFICATIONS WITHOUT OPENING; HOOK ENDS. EXCEPTION. 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR (8'-31) CEILING HEIGHT INDICATES EGRESS WINDOW MEGHANIGAL TRADES. OPENINGS SHALL BE PLACED SO AS NOT TO AFFECT THE STRENGTH OF STRUGTURAL MEMBERS. 'MmEU ma 4 of b Receiver. JAN 0 3 2024 Zoning Board of Appear cJCGC� Lao �LaG{llg LaoOoLao LaG3C�G��4GC�4 �9� G30OLa[n10OC3C� LaM[�f�MC� RIDGE VENT RIDGE VENT G,3[1MCG3G�1C 0 9 �nl�l 9 9 ° 0 9 I / 40 YR. ARCHITECTURAL 6" FASCIA WRAPPED \ ASPHALT SHINGLE BY A__-_ IN WHITE ALUM n13 CERTAINTEED. COLOR SKY PLANE 40 YR. ARCHITECTURAL TO BE 5ELEGTED BY/ OWNER. - 2 \ GERTA NTEED. COLOR 7 (EXIST) \ TO BE SELECTED BY SKY PLANE-� / --- - - - --- -- - - - - - \ OWNER. ------- -- - - -- - ------ ---- / --- -- ------- --- - -------- \ 6" FASCIA WRAPPED -- -- --_-_ ---------- ------- \ IN WHITE ALUM VINYL SIDING, COLOR - _ -- ---- -_._ VINYL SIDING, COLOR -. _... _. _ .. _ GUTTER.(NOT 5HOWN)D - VI BE SELECTED BY TO BE SELECTED BY - --- -- --------- / - - - - - - - OWNER. - - - - - - - - - OWNER. - -- - --PROVIDE BLIND - - 4" VINYL LINEALS AT \ �G _ 4" VINYL LINEALS AT _ _ --- - - / A - FLASHING - - p` - WINDOWS - O - - - --- - O - WINDOWS - - - - --- ----- --- 12 PROVIDE ----------- - - ------ --- - - ---- -_:: :__::. - - -- Q 4 ALUMINUM LEADER -- -- - -- --- ----------------- ---- ---- -- - -- -- 2 s - ---i -- ----- ------- ------------- - - - ---- --- INTO STORM DRAIN PERMANENT COLUMN _ _ --- -- - ---------- - - 4" VINYL -- - - - -- 4" VINYL CORNER A5 SELECTED BY -._---- - �- - - --_ -_- - ---- - - - TRIM GOLORTOR 6-16-23 ISSUED FOR OWNER - -- -- - TRIM COLOR TO - OWNER - ----------- ----- ---- ----- MATCH SIDING REVIEW - MATCH SIDING I --- - -- - - - - ---- --------� --------- 6-27-23 I SUED FOR PERMIT - _ VINYL RAILING AT A - --- -- -- -- ----- - .-. - $ GON5TRUGTION S MIN - - O - A -- - A I PER3C0 EIGHT AS - O ILO -- - - ---- - - - - -- Q-5-23 REVISED PER _._._ . - - -- I - - - - _ - - - -- — - -_-__-- - -- GO TS PROPERTY LINE - - -- _- - _ .- —__--. PROPERTY LINE I - - BOARD OF APPEALS ZONING ---- ----- ---------------------------- - - - --- - - - - - - - - - 12-20 23 ISSUED FOR GRADE GRADE EL. 40.0 I WOODEN I I I I I, 23.4' 20.5'Ir I I I I I I I I STAIRCASE I I I I I I I I I I I I I I I I I --I----------------------------------I� I I I I-----------Li ------------------�--� L------------------LTA----I I I `- 7 ' -i LTL� L--r L-r-'- ------------------1-, L— -------------------5OU7H ELEVATION -� A57 LEVA71ON � AL MAP SCALE: 1/4" = I'-O" I E�!t E- BY Z 13A � D `EDP _ I� RIDGE VENT RIDGE VENT n 40 YR. ARCHITECTURAL 6" FASCIA WRAPPED ASPHALT SHINGLE BY -_-.- IN WHITE ALUM GERTAINTEED. COLOR --_ --- 40 YR. ARCHITECTURAL TO BE SELECTED BY _- ASPHALT 5HINGLE BY OWNER. ---- _:- -- 12 CERTAINTEED. COLOR -_- -- -- 7 (EXIST) TO BE SELECTED BY W M -- - -_ ----- ------ OWNER. 1 t 1 - U Cs ---- ----- ------------ ---- ------- -- --_ 6" FASCIA WRAPPED \ ---- ---- -- - ------------ -- -- --- IN WHITE ALUM w � I- - - - - - 4" VINYL LINEAL5 AT WHITE 6" HALF ROUND VINYL SIDING, COLOR - :--: _ _ -- _-. -_ . _._.- _-. -_- -.-. .---- WINDOWS CUTTER(NOT SHOWN) - ---------. ------ -----.-- ---__- - _-_- ----- VINYLI , COLOR TO BE SELECTED BY - -- - -- - TO BE SELECTED BY - OWNER. - --- - 4° VINYL LINEALS AT - ----- -- ---- - - --------- - OWNER. - - - O - -- - --- O WINDOWS -- -- - ------------- - - - - PROVIDE BLIND - ----------- - ---------- ------------------------ - - - -- - - - - - - FLASHING - - - ---- - - - - O --------------------- --------- 12 - --- -- -- ---- -_ PROVIDE WHITE 4� - - - U�-�I T- ALUMINUM LEADER -- - --- --- --- -- -- - - - -- - -- �- INTO STORM DRAIN - - 4" VINYL CORNER 4" VINYL CORNER -�� - - - - --- - --- --- -- - - PERMANENT COLUMN - - -- - - -- - - - --- - - TRIM COLOR TO ------------- - - - - --- - --- - - -- A5 SELECTED BY I- __e-_-__ TRIM COLOR TO - - - ❑ - - ----- - - - --- MATGH 51DING MATCH SIDING - - - - _ - -- - -- .- - - OWNER Lu - - - - O - - __ O O --- - - ------ - -- -- -- - O VINYL RAILING AT A _-1 - - - - - - MIN 36" HEIGHT A5 0o I I 1 PER CODE - o- ORADF WOODEN 000 #o 232Q I STAIRCASE I I I I I I I I H.M. ENTRY DOOR f I I I I I I I BY THERMA-IRON rL---------------------------------�-, I I I---------- I I I I I C�LaD ��dCo PROJECTS-232G L—————————————————————————————————— —� r A-4.DWG FJT�-------------------J j r�_ J BMW WH@#o rL-----------------�-iT L-------------------�---� LEVA710N N® 7ELEVATION SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" �Cz1C �4 MOao 0f 6 7%(FICAL NOTES: EXT. WALL: 2"x4' STUDS ® 16"o.c. AT 8' HT. w/ R-15 IN5UL. 5HEATHIN6: 1/2" MIN. COX PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 51DIN6/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). RIDGE VENT Received dCG�C Lao Z�L°aG�GI]9 L°Qo�oL°Qo ROOFING: LaaC�G��4RC�4 2x8 RIDGE BD. JAN 0 3 2024 ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED BY OWNER) OVER 15 LB. FELT 4 3/4" MIN. GDX PLYWD. SHEATHING. U5E 6 SISTER NEW 2"x6" R.R TO EXIST. NAIL5 PER SHINGLE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. 2W GROG H oUM G1WIEMUIE 2"x4" RR 16" O.G. TYPICAL. Zoning Board of Appeals FROM ALL ROOF EDGES/BREAKS. ALL FASTENERS 4 FLASHING To BE G3pwimm[u s o 9 mu �� �m GORR0510N RESISTANT. M"W2WA a ROOF TIES: PROVIDE SIMPSON, 6520 STRAPS, CUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH END OF STRAP, AT EACH RAFTER @ 16"o.c. USED TO TIE ROOF RAFTERS TO [� 12 WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR GONI,EGTION OF TIES. ` ATT I G (STOfi`AC E) (EXIST.) WALL TIES: REQURED ONLY ON (2 STORY HT) ROOF SUPPORT HALLS . WHERE UPPER LEVE- STUDS ALIGN WITH LOWER LEVEL STUD5: TIE STUDS TOGETHER w/ R-30 INSUL. NEW 40 YR ARCHITECTURAL 51MP5ON G520 STRAPS ® Ib"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. ASPHALT SHINGLES OVER 30 (5EE 5TANDARD DETAILS, DWG. 1). 2X G.J. @ 16°06 LB FELT 4 " GO PLYWD SILL/WALL TIM: R.EGt. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N C520, -� 20 67 STEEL STRAPS ® 16"o.c., GUT TO LENGTH AS REOV. FOR 7-8d 1/2 GYP. WALL BOARD 2x4 TOP PLATE R-30 BATT NAILS EA. END. WRAP FROM UNDER ANGHORED 51LL 4 UP OUTSIDE FACE OF INSUL. I"x6" FASCIA WRAPPED WALL IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) / R-30 BATT IN ALUMINUM T.O PLATE INSUL. EL: I'-4" HEADER: MIN. F-.ADER5: 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4 EXISTING 2x4 G.J. PROVIDE WHITE ALUM GUTTER TO BE WALL>/PARTITIONS, UNLE55 NOTED OTHERWISE (U.N.0). SPANS OF TO BE REMOVED TIED INTO SITE DRAWING (SEE 51TE 6'-0"AND OVER;SUPPORT w/ DBL. STUDS, Q'-O" AND OVER;SUPPORT nn nn EXIST. 2x4 HD FRAME w/TRPLE STUD5. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) PLAN T-I FOR ADDITIONAL INFO.) EXTERIOR WALL FRONHDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF _ VENTED VINYL SOFFIT STRUCTURE. 6-I6-23 ISSUED FOR OWNER DOUBLE HUNG WINDOW BY R-15 BATT. INSUL. REVIEW Q FA5'.I A/ 50FF I T: AMERICAN GRAFTMAN SEE I"xb" PA5GIA w/ 2"x 5UB-FA5GIA (A5 NEEDED), SOFFIT: MATERIAL MD) w/ 6-27-23 ISSUED FOR PERMITS BEDROOM #5 BEDROOM #2 PLAN FOR 517E AND LOCATION - PROVIDE BLIND GONTINUOU5 SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. 4 CONSTRUCTION OF ALL WINDOWS , FLASHING VER5ATEX TRIMBOARD (or equal) AND/OR T4G WOOD TRIM AS SELECTED. 12-20-23 ISSUED FOR ZONING t- INCLUDE 6UTTER5 4 LEADERS, AS APPROVED BY OWNER. BOARD OF APPEALS 2x4 HD WALL STUD 2x8 LEDGER W/ R" x 4 �" LAG BOLTS a 16" O.G. NEW 40YR 51JIB-FLOOR: 1/2 GYP. WALL BOARD STAGGERED ARCHITECTURAL 3/a" THGK, A.P.A. RATED PLYWOOD, ALL ED6E5 OVER SOLID BLOGKIN6, GLUE — " DX PLYWD. SHEATHING 12 A5PHALT 5HIN6LE OVER 4 NAIL PLYWOOD TO FLOOR JOI5T5/FRAMIN6. - (VERIFY SPECIFIC G W/ DX RIGID INSULATION 4 PLYWD.30 LB FELT 4 " GDX UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS R-15 BATT SELECTED BY OWNER). TYVEK 4 VINYL 51DING INSUL. 2k6 2x4 51LL PLATE T4G PLYWD AS SELECTED BY OWNER /Q 1"x6" FASCIA WRAPPED RIM BOARD: SUBFLOOR 1611 IN ALUMINUM AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, (LEVEL;USE MIN. I" e-RIM T.O 2ND FLOOR R-30 BATT. INSU OC BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILERS; USE V4' RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 EXI5T. 2x8 F.J. @ I6"oG EL' b'—O 2" 2x6 G.J. @ I6"OG VERT. SQUASH BLOCKS (PER JSTJ UNDER ALL BEARING PARTITIONS 4 POSTS. N\ VENTED VINYL SOFFIT SMOKE DETEGTOR5: Q T.O WINDOW T.O WINDOW INCLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH 2x4 TOP PLATE 1/2 GYP. WALL BOARD EL: 6'-b" 1/2 GYP. WALL BOARD EL: 6-8" A5 PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. (2) 2x4 TOP PLATE (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL (2) 2"x6" LOCATIONS, ON ALL LEVELS). (2) 13/4" x 7 I/4" LVL HEADER 1/2 GYP. WALL BOARD (2) 2"x8" HEADER X15T. 2x8 F.J. ® I6"oc A L MAP _1 BATH K I TGHEN K I TGHEN 'P47"VIEWED BY ZBA r 2x4 WD WALL 5TUD (2) 2x4 SILL PLATE + E t �.SION �g f ii. D I ' 2x4 WD WALL 5TUD ® 16" O.G. 3/4" T46 PLYWD. FLOOR %;•'. ! -- 3/4" T$G PLYWOOD 5UBFLOOR 2x4 51LL PLATE fj 2x4 51LL PLATE R-15 BATT ATGH INSUL. GDX PLYWD. SHEATHING IST FLOOR W/ R-3 RIGID INSULATION EX15T. 2x8 F.J. @ 16"OG EL: 0'-0" (DATUM) 2x8 F.J. ® I6 oc TYVEK 4 VINYL SIDING AS SELEGTED BY OWNER XIST. 2x8 F.J. ® 16"or- J� R-30 BATT 2x4 PRESSURE TREATED SILL INSUL. GRADE R-30 BATT INSUL. PLATE AT TOP OF FOUNDATION GRADE W (Y� GRAWLSi�AG� <:�dQ GRADE WALL w/ TERMITE SHIELD U �' e! ! n _ EXIST. ^ vzl (3) 2XI2 GIRDER 3500 PSI GONG. FOUND. WALL TO BE 31" 5TL. COL. (5GH. 40) ON THK, x 3'-0" IN HT. (MIN 36" BELOW I—I 0 .;4- z: BASEMENT 4 30"x30"xl5" P.G. FT6 W/ #5 REBAR = "- ' ' " GRADE) 1^u (2) #5 REBAR TOP 4 BOT. ON — I ® b" O.G. BOTH DIRECTIONS. -1 B CONTINUOUS FTC. PROVIDE 5/8" x 16' W / y 19 a°.•.:a' A.B. ® 4'-0" O.G. REFER TO A-1 FOR < ) 2" CONG. RAT SLAB DETAILS. n/ LF) (f 1 EX15T. 8" GMU Tom- O O Z FOUNDATION P-1 PROVIDE 4" 3500 PSI 0 EXIST. GMU In GONG. SLAB WALL 4 FTG.OUNDATION l \ O `P�o 30" x 30" x 15" P.G. FT6 W/ #5 i i REBAR @ 6" O.G. EACH WAY oo Q O 9 Opfl ` g� I ®N °� a ec;ALE: 1/2" = 1'-0" 5cr,,eITI O N a 1PR041R@U#o 252cf PROJEGT5-232cl A-5.DWG DG�la�i �f�1C�#o ,mmv ma 13 Flecelved { orv `e ror\`1 t(' JAN 0 3 2024 ov P• \N%C. Plp19p,\ �v�003) Zoning Board of Appeals 65 4� F I• oc�. . o 05'} �O s O� v o- Nam•�O o o,, E VA:00 3 OOO �z� u 6 i s� kg� e 2 DATE:.JUN 19,..2023 [ JOB N0:2023=261. Survey .for: CERTIFIED .To- SARV' 20 PROPERTIES LLC __ S RV 20 PROPERTIES LC C At TEST HOLE DATA Cutchogue f y ;"'';f . ��/I•` MCDONALD GEOSERVICES rs. JUN 23, 2023 Town of. EL-40.0 0.0 Southold - BRowN ML Suffolk County, New York N. SILT 3g`li• 3.0 •• ' S.C.T.M.: 1000-101.00-01.00-012.00 c; ,y 0 c 40 I I DAVID H. FOX. LS: P.C: N.Y.S.LS. #502, PALE BROWN SCALE:1'=40' FOX'LAND..,SURVEYING FINE TO SW 64 .SUNSET•AVENUE. COARSE SANG WESTHAMPTON BEACH; N.Y::11978. 288-0022 NOTES: UNAUT"61aZEO ALTERATION OR ADOITIOM'TO THIS'SURvLY - 1. AREA : 22,382 S.F. EDUCATION A ILA oCOPEE O 7THI os THE NEw YCNtIC•sr TE THEL LAW. COPSES OF THIS L RVE EMBOSSED NOT SEAL. tG. THE LAND SURVEYORS RED SEAL OR EMBOSSED SEAL. 17.0 { 2. ■= MONUMENT FOUND, • = SPIKE FOUND. FALL NOT.BE ccNsl°EaE°TO BE "vALm.TTwE COPY. - CERTiFc^-nON INDICATH1j'NEREDN SMALL RUN'ONLY.w THE I, PERSON FOR {YHOM THE SURVEY IS PREPARED AND ON HIS. BENALr'TO THE SFRE.COMPANY.GOVERNMENTAL AGENCY" ! . .AND LENO?eG.INSTITUTION LISTED HEREON.. AND TTIONSO M THE F . ASSIGNEES OF THE LENONG- STITUTION.CERTIFICA ARE NOT TRANSFERAPLE'4O ADDITIONAL INSTITUTIONS .. OR SUMOUEMT OTNNERS.� . DWG: 20237-'261 _ COUNTY OF SUFFOLK $' EDWARD P.ROMAINE {+�� SUFFOLK COUNTY EXECUTIVE V DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE Received COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER JAN 2 5 2024 January 25, 2024 Zoning Board of Appeals Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman 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 Paul Toobian #7887 Barbara Thermos &Alexandra Kapetanso #7888 ECAE 149, LLC #7889 Stephen Dubon #7890 Stephan Segovin #7891 Sebastien Gagnon #7892 Silver Sands Holdings I, LLC #7893-SE Silver Sands Holdings I, LLC #7894 V�-erry—truly yours, By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning &Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2nd FI ■ P.O.BOX 6100 111 HAUPPAUGE,NY 11788-0099 0 (631)853-6191 ;i FORM NO. 3 Recch°pri TOWN OF SOUTHOLD JAN 0 3 2024 BUILDING DEPARTMENT ears SOUTHOLD,N.Y. Zoning goaro of MpQ NOTICE OF DISAPPROVAL DATE: September 7, 2023 RENEWED: December 28, 2023 TO: Paul Toobian PO Box 474 Roslyn Heights,NY 11577 Please take notice that your application dated July 14, 2023: For permit: to legalize "as built" demolition(as per Town Code definition) and reconstruct a single-family dwelling at: Location of property: 15775 CR 48, Cutcho ug e,NY County Tax Map No. 1000—Section 101 Block 1 Lot 12 Is returned herewith and disapproved on the following grounds: The "as built" construction on this nonconforming 22,382 sq. ft. lot in the AC District, is not permitted pursuant to Article XXIII Section 280-124 which'states lots measuring 20,000-39 999 square feet in total size require a front yard setback of 40 feet. The construction will have a front yard setback of 20.4 feet. Authorized Signa ure 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. i 1 _ Received APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPALS AREA VARIANCE JAR. 0 3 2024 House No.16'77< Street cooi.iTK goa.> Ng Hamlet Co d+ie-L= Zoning Boar o ppeals SCTM 1000 Section: I o l Block: I Lots) 1 Z Lot Size: 22,T 82 sf. Zone A-C. I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 1-7-Zo23 . BASED ON SURVEY/SITE PLAN DATED' 6-z7-'to23 Owner(s): 1n4VL- Taooli.-4 Mailing Address: P o. $oo.c y7-1, pSt-Yi t &,K#M ;.4Y //S77 Telephone: 6262 Fag: Email: PrOPSIA'J&VANoo,co,y NOTE:Iq 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: 's EFic a, 2.4r4j for(-<O wner( )Other: Address: A,�(Er1ug, 'ei%/EQH4-A0 . FIN 11101 Telephone: Fag: Email: 'SA.2cn.pCv srs�,co,K Please check to specify who you wish correspondence to be mailed to,from the above names: O Applicant/Owner(s), _(vf Authorized Representative, (.)Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED --:Z993 and DENIED AN APPLICATION DATED. FOR: (-f Building Permit. O Certificate of Occupancy O 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.) Article: x�e)l I Section: 190^l ul Subsection: Type of A peal. An Appeal is made for: Variance to the Zoning Code or Zoning Map. O A Variance due,to.lack of access required by New York Town Law-Section 280-A: ( .)Interpretation of the.Town Code,Article -Section ( )Request for Reversal or.Overturn the Zoning Officer's Denial' Other A prior appeal( )has, ( has not been made at an*time with respect to this Iironerty, UNDER Appeal No(s). Year(s). (Please be sure to research before.completing this question or call our office for assistance) Page 2,Area Variance Application Revised 6/2023 Recesspr t, /�l� 1 REASONS FOR APPEAL JAN 3 2G�a l I/ (Please be specific,additional sheets may be used with preparer's signature notarized): Zoning Boaro o, kppealS 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: i H£ DWEu-/4el. !S �sT�nik t 71f1✓ �-rfVIN7 O�Z MA56144 WXL, xloT_ 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: -pw&.LWCr /5 6y�t�inlC+, 'rf&- f_00i t>AT1BN1 rS &WHIttl AN0 -��,y �► �w /wry /s )4'0- 3.The amount of relief requested is not substantial because: To { �/ElfNga2/�!y ► OEK��, 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: Tfl� t:xr�-rr�l�j vw crc.�ihly Wi/,�i.ln� �� EN�A✓t�,Et? o rL }FADE tT5 iST/r/C� PPL+^�T 6,�PI�r►1�E0. Tj Dw6z[:/.,ly W/cc Hol- 4qA 4E 561A u OM-MO/¢E/lAJ3 rArz-5-p -,V 06T12F✓L A"(,a w177&CWAC1X'e. 5.Has the alleged difficulty been self created? { ) Yes,or {yd No Why: ?'Ih� 'Puree-i4c.'S To,97-Mi v i l i &-,V4,4 A4 C> iS 4o f $E/rl P�'toPL�Ea ib f� ErI�_-Mr y • Are there any Covenants or Restrictions concerning this land? jv}&o { )Yes(please furnish a COPY) • This is the MINIMUM 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. By signing this document,the PROPERTY OWNER understands that 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 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. Signature of App c n or Author ed Agent (Agent must subm' r' en A orization from Owner) Sworn to before me this Z day VIGOR. 7 of QQ Ott b,�r- ,20 Z� FR US61 , TAfi F IVEW YORIc mtlon No.OI ZI0011993 1Od.In Sufklk County Notary Public. MWSlOn.60res 8/15/2027 Zoning Board of Appeals Receiv, APPLICANT'S PROJECT DESCRIPTION JAN Q 3 APPLICANT: SCTM No. I Dnv- I o I - I: 12 Zoning oar 01 Nppeals 1.For Demolition of Existing Building Areas Please describe areas being removed: jUcp rs jKw Ag-"V/ Fvr2 Pa-,Pea- -w &,4 ro---an r- cot>E. -n fy' R6ZA t-L U14 WAS Cart✓ARTS II.Wew Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: NIA6 Dimensions of new second floor: 14/1^ Dimensions of floor above second level: H k, Height(from exist 3 ing natural.grade): i '-tor' No C*&04g) Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: / 'A4-n►-c- 3S T - E�is7%rlGj ( Flo UfPrll��� III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: i io ra o�2S , Fier F"ZA `/✓/i(� A+26y - L 1'/02: I��TL/lErl j 5 Eco.�l y Tzoo.2 - 3 ��y 2co*t S Number of Floors and Changes WITH Alterations: -Two Fcoozcy, .Fr2srfL2 . G��/in/G AA � 1, .DW- V4i- o?4, LA✓t4yft-{ 9.4 . `iEiCtlri 6-,A;i 3 (��-cloco lS A'-1l> r246'&-WJRooM . IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property:'12 G o 33 s,f, Proposed increase of building coverage: o s,f, No afy ) Square footage of your lot: 2 Z;3 02 s,f Percentage of coverage of your lot by building area(lot coverage) •3,S3 '/ Gross Floor Area(GFA)of single-family dwelling including the attached garage and/or habitable detached , accessory structure: (Please refer to Chapter 280,Section 280-207 of the Town Code): lr2�i©,33 For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280,Section 280-208 of the Town Code): YzE� . V..Purpose of New Construction: rl/a 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): Describe on separate page if needed:. �Ld�i ►�y�a�T,� 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.' 1 I;eceiver Revised 6/2023 QUESTIONNAIRE ,BAN Q 3 2024 FOR FILING WITH YOUR ZBA APPLICATION Zoning Board 01 ,.Ppiis A. Is the subject premises currently listed on the real estate market for sale? Yes ✓No 61 B. Are tp ere an proposals to change or alter land contours? yp P g No Yes,please explain on separate sheet. C. 1.)Are there areas that.contain sand or wetland grasses? Wo 2:)Are those areas shown on the survey submitted with this application? N/A 3.)Is the property bulk headed between the wetlands area and the upland building area? 14%a '4.).If your property contains wetlands or pond areas,have you contacted the Office.of the BOARD OF TRUSTEES for its determination of jurisdiction? o`I/�• Please confirm status of your inquiry or application with the Board of Trustees: If issued,please attach copies of your permit listing conditions of approval with a copy of the 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? llo If any of the aforementioned items exist on your property,please,show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them onto obtain an . Amended Notice of Disapproval:. H. Do you or any co-owner also own other land adjoining or,close to this parcel? NO If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. I. Please list present use or operations conducted at your property,and/or the proposed use J. (examples:existing single family,proposed:same with garage,poof or other) Authorized si a e Date A Yam. LSO Town Flail Annex Recelc�(0.(631) 765-1802 54375 Main Road t� P.O. Box 1 179 c a JAN ®3 202 Southold,NY 11971-0959 �4/, � Zoning Board of Appeals BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Benjamin Haghani N( ' ( J 14 g 11 Wimbleton Lane 10 _ -,) —s Great Neck, New York 11023 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 15775 CR 48, Cutchoque, New York TAX MAP NUMBER: 1000-101.-1-12 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a building permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a Building Permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: May 4, 2023 vkc,,� Nan+ Me r Building Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Received WHEN TO USE THIS FORM: This form must be completed by the applicant foraany special use permit,site plan approval,use variance,area variance or subdivision approval on prAh @iJuV 24 an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to tlklAnl1 ,a},peais Department of Planning in accordance with Section 239m and 239n of the General unicipal Law. 1. .Name of Applicant:. --,T(�r 2. Address of Applicant Z rs.. (lo,&r(oKE ' /G,.1yc'0, �w�'t�t/t�u, ,J-1 11,�! [ 3. Name of Land Owner(if other than Applicant): f v L --o,-&"V.1 4. Address of Land Owner: tgv, &K Nl'4 0&&L-y-,4 tflfTS 5. Description of Proposed Project: , tLENof3i LiTv n or1 o F .s.f ��+sTi.J r �Jt-'��cs/Gc� F.a.�rv4 av/c��srrty . 6. Location of Property:(Road and Tax map Number) 1q--77s c;ovrrTN '(tom. c�7Cl �r T.cf do. 000- [oI _ I- 7. Is the parcel within 500 feet of a farm operation? {t4Yes { )No 8. Is this parcel actively farmed? { ) Yes {of 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 f Ecogi4- c-&4p -rfi,�s i f v-/v4 Fi#zA S 4L L P 0, SOK lg2-4 ,K,a-,77z�'-K 4Y r 19S2 2. Ic�qRtrvIlo-Ato 5v.flgwo `&& 7,I1v a�v�HS ci��IE.G�7zl-fc��v��J193�'' [o.l -2-I& 3. 5GV-o.A4F A. 42t- TTidA .- 3` BCzrnC� tltw- L,�G- . wit-oa,cr 0&,i47 vv W $.2. 4. faP lS G`G P.O, Go. 142`f�4�Ze-Y- l 'l1q4^Z ' 10 t-2-G 5. WµI 6oX iN2H ,A&+T 1—,Ve4 , WY 1144'2 6. (Please use the back of this page if there are additional property owners) Signature of A7rdmill Date Note: 1.The local B 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 D Short Environmental Assessment Form Instructions for Completing 4 F�ec,eived Part 1-Project Information. The applicant or project sponsor is responsible for the complet' �Qf Q tJZVesponses become part of the application for approval or funding,are subject to public review,and may be sine to further verification. Complete Part,1 based on information currently available. If additional research or investigation would be nee oc�e� t¢ respond to any item,please answer as thoroughly as possible based on current information.Zoning Board 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: T ocAg., ,a Project Location(describe,and attach a location map): Brief Description of Proposed Action: I V40 .rt _f �2 �ata� —n� 1TX�T�wi of sv.ir, �wz�i�/Cj, Name of Applicant or Sponsor: Telephone: '3 1. 727. Gay '-5'6fP9C A. -z6w E-Mail: 'SA'ZG c­/lsrl.COM Address: 2 /4" V-0a,.(09-E City/PO: State: Zip Code: 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. 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: ✓ 3.a.Total acreage of the.site of the proposed action? 1-5-0 acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ff Rural(non-agriculture) ❑Industrial ❑Commercial ❑Residential(suburban) ❑Forest. VAgriculture ❑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? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natr(hl NO YES landscape? \\� 7.. Is the site of the proposed action located in,or does it adjoin,a state listed Critical E onment eta? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels'-MAN IJ 4 NO YES b.Are public transportation service(s)available at or near the.site of the proposed Ab BOarD %4 . c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ✓ . 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: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ✓ 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? ✓ 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? ✓ b.Would the proposed action physically alter,or encroach into,.any existing wetland or waterbody? 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 C"Forest ❑0 Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban 'E Suburban 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? 16.Is the project site located in the 100 year flood plain? NO YES 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? ❑NO❑YES ✓. b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 11 NO❑YES. . 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 activ�r� NO YES solid waste management facility? If Yes,describe: asZ, 2k/ f ApPe 1S 20.Has the site of the proposed action or an adjoining property been the subject of remediamp,i(�Qg mg or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorname: Date: 1 Z-Is-Z3 Signature: Part 2-Impact Assessmen . 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 6f 4 No,or Moderate small to large 3 impact imp ToyV�a may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? qnc eyed 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 artigil Appeals element of the proposed action mayor will not result in a significant adverse environmental impact,pleftWffi, lWart 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. ❑ 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 OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) LPN ®�202� Board of. ApPea�s 7ankn9 I, PAW- ,—�o�o��( residing at `, yi`l-/A 5 i►2ECT (Print property owner's name) (Mailing Address) . . Qosu1F1 hbui ir,5.,JN 1/s77 do hereby authorize Z=rr A— -Z d (Agent) r�2c y, T to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that 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. (Owner's Signature) (Print Owner's Name) I i 1 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM eCe\V edvk . The Town of Southold's Code of Ethics prohibits conflicts of interest.on the part of town officers and em toes. use of this form is to provide information which can alert the town of possible conflicts of interest and allow it to&OkEhker action is necessary to avoid same. OaCd O{ �pp6 6 YOUR NAME �'C 2� �n9 6 (Last name;first name,middle initial,unless you are applying in the name of someone'else ter entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:.(Check all that apply) Tax grievance . Building Permit Variance ✓ 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 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 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 21 day of 110 Signature . Print Name: 5 EVAN ZIEGLER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01ZI0011993 Qualified in Suffolk County . - Commission Expires 8/15/2027 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and eM The butDose of this form is to provide information which can alert the town of possible conflicts of interest a ake whatever action is necessary to avoid same. YOUR NAME: AV - (Last name;first name,middle initial,unless you are applying in the name of someone else or other entiti " company.If so,indicate the other person's or company's name.) BpaCd a��lf�g TYPE OF APPLICATION; (Check all that.apply) / Tax grievance Building.Permit. Variance V7 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 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 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 RELATIONS111P Submitted this day of _L0 120 Z3 Signature EVAN ZIEGLER Print Name PAyL- -rofiy,� NOTARY PUBLIC,STATE OF NEW YORK Registration No.01ZI0011993 Qualified in Suffolk County Commission Expires 8/15/2027 .. e.� �!� ~ it r� r� i ♦ I••j''y.e r �M► l�,IF lie ♦ ��y!.�` .,�e'� � t�'/�liJ.M��1� (r• , �i ' ' � �l�,i ,i.;,. L.. e r r" fig fir_KIIlJa1 i a11�-� - � YM :�y , 1'` �Yam.-_ ��,'• ! � �..-__ '101 i 1 MM r _. �•. 2024 x of AppeaAs r 1 r i 2. West Elevation. - / ar�yZ"{�;!a���� `�' tea.• 3. West Elevation. 15775 Middle Road (CR-48). Cutchogue, NY 11935 fr, r \ 5 t; aA � ' y 1.' '• (� ' . v�f „r�..at,:I� -~ra% T�i:1�fl��'dy'� ��Yl�'w'1�,-� �f� •' rA '*i�' yL1't �� ': .4.' �.-,,� `,`.� i,'tr,�, �tY f,� ��',� i � �jrpfa !r'4 � :.r.���t►,�.�t,'�'l1P�l1t,' .-,y:.� . � �L ij 1 •`.�j T ��f��!!'�fy�y,, � � �11, ,�' • ,.,�i.5f'1 !. t � �a��,,,�,, 4. Rear Elevation. 15775 Middle Road (CR-48). Cutchogue, NY 11935 /-01 ' I 5. Northeast Elevation. f ✓ `=: '� ��/� !I> ' Y � . ' J,� ►`�� ! '.��+ '.,tom l •�- ./.T{. -ram A � r •,," - =K.�-.�, '". ""^'�1 eti `' i ems:-..'.�� i TOWN OF SOUTHOLD. PROPERTY Ill �1�� 23 ( - OWNER STREET ''-' VILLAGE DIST. SUB. LOT ORMER\O/WN(Ef'R�/ —' N� jp ; E AJCR. / I! �(�\�4� �\ 4..)• !s/`t\`+\ tl�r+l7 •4y4S a t/tJ`i.R+...B��'B E.F-�'lira..�'�8`l� Ix.+ ��.r.i m./ Saf3 4�• 1 ,. r `{ p�d S W "TYPE OF BUILDING t y J f` ,Lo 2�0 t 11 Cyr IES;, SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND I IMP. TOTAL DATE REMARKS (1 j av 7t e� �- CD AGE i BUILDING CONDITION NEW NORMAL i BELOW ABOVE t FARM Acre Value Per I Value. Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowl_and i DEPTH House Plot I BULKHEAD Total'- ,., w DOCK ��`y'�• syf 4 _ _max' °> #' COLOR j�r.^� �; c a€1_ , (RIM 4 9 r - t ! i Extension .`; fr �?' Q c�1 f, , z ' Extension �n CO _ 'Extension � � z 1 = j I (Foundation �. Bath i Dinette ! Ila Porch Basement i _ I K. Floors Porch Ext- Wails 10 _ Interior Finish LR. rl: �: . Breezeway f I Fire Piace s Heat q1,; , j� DR. i j Garage' iType Roof C� ' Rooms. 1 st'Floor BR. _ , Patio ` t - t-_ / iRecreotion Room-1 Rooms 2nd.Floor ; FIN. B i In Dormer I i Driveway f ! Total {, j4/"` of e' � � -� �- • ,. �_-��, ZBA CHECK FEES - 2024 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 1/2/2024 Jeffrey, Christopher 7886 $3,500.00 1075 1/8/2024 1/3/2024 Toobian, Paul s 8.7� $1,500.00 1004 1/8/2024 1/8/2024 Thermos, Barbara 7888 $1,250.00 14466 1/8/2024 $6,250.00 RECEIVED J A N - 8 20244 Southold Town Clerk Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/08/24 Receipt#: 320136 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7886 $3,500.00 1 ZBA Application Fees" 7887 $1,500.00 1 ZBA Application Fees 7888 $1,250.00 Total Paid: $6,250.00 Notes: Payment Type Amount Paid By CK#1075 $3,500.00 Jeffrey, Christopher F. CK#14466 $1,250.00 Kimons Moving Inc., DBA The Velvet Touch CK#1004 $1,500.00 SARV Holdings LLC Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Kimons Moving Inc., DBA The Velvet Touch 321 Manida St. Bronx, NY 10474 Clerk ID: JENNIFER Internal ID:7888 1 \• 1004 SARV HOLDINGS LLC EZSHIELDO PAY DATE 1-1357/260 TOTHE I 0 ORDER OF / n DOLLARS Fftstav nil Bmk FOR d - F r RECEIVED JAN - 8 2024 Southold Town Clerk TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS (Name of Applicant/Owner) l6-77-4; 6vo)4rY goam q?, SCTM No. 1000- iof- 1-I2. (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ) Owner, (K ) Agent 5-6FF zoe kw residing at fot.-t4®9 ,6-16WX New York, being duly sworn, deposes and says that: On the 27rli day of MA" ,-2014, I personally mailed at the United States Post Office in 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 ( ) 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 property. i S at re) Sworn to before me this EVAN ZIEGLER Z 9 day of AA&rLh , 20 Z W NOT PUBLIC,STATE OF NEW YORK Registration No.01 ZI0011993 cawo�vu- Qualified in Suffolk County (Notary Public) Commission Expires 8/15/2027 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. r •. . �• Maiiotiiiy nu -0 N Certified Mail Fee Certified Mail Fee 4°4fl CAM Aly 736 ru r-q $ 4°41! e l 178ty 1 Extra Services&Fees(check box,add tee a. ' Extra Services Fees(checkbox,add t e e �Q• ru ❑Return Receipt ❑Receipt(hardcopy) $ - y: .af =-} '� \ Return Receipt(hardcopy) $ („ Return Receipt electronic $ >) 1!^�'% '"= POstma "t d ❑Return Receipt(electronic) - ❑ p(electronic) c_ = Postm _3 Pw Q ❑Certified Mail Restricted Delivery $ re Q ❑Certified Mail Restricted Delivery H Q []Adult Signature Required $ ) l Q El Signature Required $ } r- ❑Adult Signature Restricted Delivery$ r�.. El Adult Signature Restricted Delivery$ Postage 6 Q - c Postage �1°�2 SP I.tQ) $0.92y $ '7/�i24 $ /2it?4 $ a PQsge and Fees ` "`^' = t To, Postage and Fees r ru Sent To S nt To ru E�vrrr�_�,�rLp_7 �x/�! r P o ✓aR>l G,_ � � Ir_�ivr �l �r E_Li��, , Street and Apt No.,or Pd Box No. r` Street andAPt.No.,or PO Box Nff6 t` nd. BoK lyZ`-1 ,h_ Toy �`'rnv� ahy ----------- C;ty,State,ZIP+4® City,State,ZIP+4 ---------------------------------------------------- �A r l r-Tv U t4 I l SZ c14;r� :11 1 11 00 - tions --- :.W. r 1, 111 Po beTM o RECEIPT , -TIFIED MAILP RECEIPT N Domestic Mail . m Domestic r` r6tion •ir delivery (suo(°piivfteel m 'a •i.JiinfC1g?r 41 £ ' Certified Mail Fee r f. ru $4°4 1 / yt 6 f Certified Mail Fee r� $ _7 ru $ $4°40 1:1786 Extra Services&Fees(checkbox,addteees ro ) .-,_ rq ' r �Y 17 PP; _ _ Extra Services&Fees(checkbox,add fee as a to rU ❑Return Receipt(hardcopy) $ - -,—_--- - P Q ❑Return Receipt(electronic) $ - rP03t ark - ru ❑Return Receipt(hardoopy) $ I Y Q ❑Return Receipt(electronic) $ Postmark Q El Certified Mall Restricted Delivery $ n n st ` ❑Certified Mail Rest,=Delive Q []Adult Signature Required $ IR 2 9 I Q ❑Adult Signature Required ry $ Here` []Adult Signature Restricted Delivery$ -- _ ❑Adult Signature Restricted Delivery$ L. Q Postage $0.92 - Q Postage O r- $0•92 T rah P ge and Fees 03/2- 02 -a $ 7 °�° Total Postage and Fees �1�/�"s/2 4 Sent To $ %' IL Sent To � (L r H+?"A i r VAS ru r Q Street andApt ar�dBoxlVo. ------• - (� --,EML A .C /PJLt r� r SrreerandApt.No.,orPbBoxlPo.-- - ------US - ---------- 1s6Zo tM �c aa1> r`------------------- 3 6Q—E6r4 Nlit- LAr City,scare,zIP,4 -- --t ---` -------------------- -------------------------- GvT�W cry,"scare,ztl�+d�------------ kll i-Tod G7- 6G f`3 . � Po CERTIFIED o RECEIPT CERTIFIED o RECEIPT Er Domestic Mail Only Domestic mail only , Q `t PEifalMppI��'. •Ma��?�.�'Vj�.. 11 a t� ii 1,: & i;w' ,7'V� Q it."r; L ? ..,t.�t ft'r�.. :^-r ;t,J l `:.° r Certified Mail Fee f Certified MaiFFee �' ru $ $4.40 _ i t ob to $4.40 1 _ _ - $ o EMra Services&Fees(checkbox,add tee as qr�� - - - t 7- Extra Services&Fees(checkbox,add fee as c2 y�W dr p 7 �'7 rl.l ❑Return Receipt(hardcopA $ IJ _ Pn �• •yy °� (@ ❑Retum Receipt(hardcepy) $ r Q ❑Return Receipt(electronic) $ AR d. q��° �" I Q Q ❑Certified Mail Restricted Delivery $ _�.--} f�05 = j Q ❑Retum Receipt(electronic) $ �.` - Postm Here k�== Q ❑Certified Mail Restricted Delivery $ Here Q El Adult Signature Required $ =y -" Q ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ []AdultQ Pos tage _ __-- QAdult Signature Restricted Delivery$ 9. Postage OF � $ Ali° j � $ $ft°92 __� F`, To Po ge and Fees �/ 1' J^� Total Posta a and Fees -- $ �° Fs 11� j '� $$a°97 g _ C13/27/202 ru Sent To FU Sent To \ ru v-1 v f Fa.2•zi s `� ru �f✓w• Q - ------------------------------------------------- Street and t. Pb Box No. Q Street andA�t.No.,or PO Boz No. --" ---- ----------- City State,ZIP+4� ------'---------------- si t T(1�14 I!9S 2 �;ry stale,ZAP+gg —I , :r• r r, rrr•r, - -M-AirivGJ4 N� i1QS2 r ,r rrr•,. - 1 • TOWN OF SOUTHOLDv�l��� ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING F,aot-- Te p-a. 4J (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, 5G-F.F/ Z f. ( ' residing at Zl, Pei- OK-C �` C-9-)6 glee/+e�tp ,New York, being duly sworn, depose and say that: I am the ( ) Owner or(n Agent for owner of the subject property On the—26fm day of wxe-q , 201-1, 1 personally placed the Town's Official Poster on subject property located at: Ncb, GviGl�©�✓E N`� l l`/3� The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of �PRI`- H , 9o2y1 (Owner/ gnature) Sworn t before me this 2 Day of �LrG� , 20 2e/ EVAN ZIEGLER (Notary Public) NOTARY PUBLIC,STATE OF NEW YORK Registration No.OlZI0011993 Qualified in Suffolk County Commission Expires 8/15/2027 l Postal o RECEIPT �Os'tal'S'ervice TM Ln CERTIFIED MAIL O Domestic Mail only o mestic Mail Oii�iy M1 .�emfuu I •. �(v✓� � I � 3 �E,i'.xa'� S# [s i� I'%iT (:'::; • • • - • c M1 Cert' 1 z xx :3 .: x •CUtir O b? I 3�- n z •; s ified Mail Fee $4.4�1 -✓ d ;. i� �',AeY.p. ru ..., ,} ,� $ I l�a�y �M1 Certified Mail Fee, i '� rU $4,4>_I Extra SeNices&Fees(checkbox,adores a�vpuro�r/a1� 07 ,..� $ � $ ❑Return Receipt(hanicopy) $ vC�,'tt 5,'i Am NY Extra Services&Fees(check box,add tee ,ro to ` CI? \ 0 ❑Return Receipt(electronic) $ 9,I �N I pp p '' ❑Return Receipt(hardcopy) $ 0 ❑Certified Mail Restricted Delivery $ ,)(� ( :.,. . PO � I r ❑Return Receipt(electronic) $ "(s Pbmark ❑Adult Signature Required $ %=-;`;_;;.,y2`Here \ ❑Certified Mall Restricted Delivery Here f ❑Adult Signature Restricted Delivery _ �✓ $ � ? '; - I Q ❑Adult Signature Required $ 1NPostage $10.�7 �® '�?; I ❑Adult Signature Restricted Delivery $ ® ° 1 O Postage r-9 T Pq&tgge and Fees p�`Lf,/ 7f?!_d � I g �'1-92 V $ i t ,� To !"ge and Fees rU Sent TO r• ru `. l-� �17i 1L Sent I M1 Street andApLlVo.,orP�BozAfo. S ��--____ O reeta N�o orPt3Bo Afo SR N�K9,aL�'� IS_ N� Street t. ; Cit} State Z/P+4® - � �0 P�1' � C Gt)TG/�O f� City State,z`IP-,4 O JE rl i(q'3:i i I i i I 0 I 3/29/24, 12:45 PM USPS.com®-USPS Tracking®Results_ USPS Tracking® FAQs > Remove X Tracking Number: 70221670000212707729 � Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) 'Y V Latest Update Your item was picked up at the post office at 12:10 pm on March 29,2024 in MATTITUCK,NY 11952. Get More Out of USPS Tracking: USPS Tracking Plus® ® Delivered Delivered,Individual Picked Up at Post Office MATTITUCK,NY 11952 March 29,2024,12:10 pm ii I • Available for Pickup MATTITUCK 140 LOVE LN MATTITUCK NY 11952-3296 M-F 0900-1700;SAT 0900-1300 March 29,2024,10:44 am • In Transit to Next Facility IMarch 28,2024 • Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER March 27,2024,1:36 pm • Departed USPS Facility SHOREHAM,NY 11786 March 27,2024,12:25 pm m n v N • USPS in possession of item x SHOREHAM,NY 11786 March 27,2024,11:31 am • Hide Tracking History What Do USPS Tracking Statuses Mean?(https://faq.usps.com/s/article/Where-is-my-package? _gl=1*o3ijth*_gcl_au*MTkzMjQ2NDc4NS4xNzExNzMwNjkz*_ga*NDE2NDMyMDM4LjE3MTE3MzA2OTM*_ga_3NXP3C8S9V*MTcxMTczMDY5My4xLjAuMTcxMTczMDY: Text&Email Updates u USPS Tracking Plus® v Product Information u See Less Track Another Package https://tools.usps.com/go/TrackConfirmAction?gtc_tLabels 1=70221670000212707729 1/2 3/29/24, 12:46 PM --. USPS.com®-USPS Tracking®Results USPS Tracking° FAQs > Tracking Number: Remove X 702216700002127 682 �dV T�U�t Copy Add to Informed Delivery (https:Hinformeddelivery.usps.com/) Latest Update Your item was returned to the sender on March 29, 2024 at 8:27 am in CUTCHOGUE, NY 11935 because of an incorrect address. Get More Out of USPS Tracking: m CD USPS Tracking Plus® CL v 0 Alert ® No Such Number r CUTCHOGUE, NY 11935 March 29, 2024, 8:27 am Departed USPS Regional Facility MID NY DISTRIBUTION CENTER March 28, 2024, 7:53 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER March 27, 2024, 1:36 pm Departed USPS Facility SHOREHAM, NY 11786 March 27, 2024, 12:25 pm 0 USPS in possession of item SHOREHAM, NY 11786 March 27, 2024, 11:28 am https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70221670000212707682%2C 1/2 3/29/24, 12:46 PM USPS.com®-USPS Tracking®Results i USPS Tracking® FAQs > Remove X Tracking Number: ` TnA 7022167000021270 50 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was returned to the sender on March 29, 2024 at 8:27 am in CUTCHOGUE, NY 11935 because of an incorrect address. Get More Out of USPS Tracking: m USPS Tracking Plus® C. a v 0 Alert No Such Number CUTCHOGUE, NY 11935 March 29, 2024, 8:27 am i In Transit to Next Facility March 28, 2024 Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER March 27, 2024, 1:36 pm Departed USPS Facility SHOREHAM, NY 11786 March 27, 2024, 12:25 pm USPS in possession of item SHOREHAM, NY 11786 March 27, 2024, 11:33 am https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70221670000212707750%2C 1/2 3/29/24, 12:47 PM USPS.com®-USPS Tracking®Results i USPS Tracking° FAQs > � ) Tracking Number: Y v Remove X 70221670000212707699 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 12:10 pm on March 29, 2024 in MATTITUCK, NY 11952. Get More Out of USPS Tracking: USPS Tracking Plus° m a ® Delivered `i Delivered, Individual Picked Up at Post Office MATTITUCK, NY 11952 ;! March 29, 2024, 12:10 pm t� I G Available for Pickup MATTITUCK 140 LOVE LN MATTITUCK NY 11952-3296 M-F 0900-1700; SAT 0900-1300 March 29, 2024, 10:44 am In Transit to Next Facility March 28, 2024 Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER March 27, 2024, 1:36 pm Departed USPS Facility SHOREHAM, NY 11786 March 27, 2024, 12:25 pm https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70221670000212707699%2C 1/2 3/29/24,1:22 PM USPS.com®-USPS Tracking®Resuffi-, i USPS Tracking® FAQs > Tracking Number: Remove X 70221670000212707705 � Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 10:44 am on March 29, 2024 in CUTCHOGUE, NY 11935. Get More Out of USPS Tracking: m USPS Tracking Plus® 0- n m n ® Delivered Delivered, Left with Individual CUTCHOGUE, NY 11935 �j March 29, 2024, 10:44 am In Transit to Next Facility March 28, 2024 Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER March 27, 2024, 1:36 pm Departed USPS Facility SHOREHAM, NY 11786 March 27, 2024, 12:25 pm 0 USPS in possession of item SHOREHAM, NY 11786 March 27, 2024, 11:27 am hftps:Htools.usps.com/go/TrackConfirmAction?qtc—tLabelsl=70221670000212707705 1/2 3/29/24, 1:22 PM —_ USPS.comO-USPS Tracking®Results USPS Tracking FAQs > Tracking Number: Y Remove X 7022167000021270 743 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 10:40 am on March 29, 2024 in CUTCHOGUE, NY 11935. Get More Out of USPS Tracking: m USPS Tracking Plus ca. n m 0 ® Delivered I Delivered, Left with Individual CUTCHOGUE, NY 11935 March 29, 2024, 10:40 am �1 Departed USPS Regional Facility MID NY DISTRIBUTION CENTER March 28, 2024, 7:53 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER March 27, 2024, 1:36 pm Departed USPS Facility SHOREHAM, NY 11786 March 27, 2024, 12:25 pm USPS in possession of item SHOREHAM, NY 11786 March 27, 2024, 11:32 am https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=70221670000212707743%2C 1/2 (v > > `vtl° ?r ,bA,'r k �r't,li '1 �.r .k, r �^,twr >�,�..� �'. Sn. Tr`a y.,^}""�' � - W Yy/.yPtC � x• +.. s w��an1f�Y. �ST1ii�.�"•-stl`?.ie t't���r'�� '•M1 1. Sign posting. PUT f i J TppSUW PAUL /7N1 + P +080•101•142 J.. 7} 'f ViW[1 V MYO RqY I� Ar 9yx�''^al ni {.I.'� f�1^L RY'r:•. '~.A:'c''� S 2. Sign posting. 15775 County Road 48,Cutchogue,NY 11935 � ti ti LEGAL NOTICE �THOLD TOWN ZONING BOARD OF APPEALS "THURSDAY,APRIL 4,2024 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 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.APRIL 4.2024: 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. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-CHRISTOPHER AND ANGELA JEFFREY#7886-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's November 8,2023 Notice of Disapproval based on an application for a permit to legalize"as built"additions and alterations to an existing single family dwelling;1)located less than the code required minimum side yard setback of 10 feet;2)located less than the code required minimum combined side yard setback of 25 feet;3)more than the code permitted maximum lot coverage of 20%;located at:5875 Great Peconic Bay Blvd,Laurel,NY. SCTM No.1000-128-1-3. 10:10 A.M.-PAUL TOOBIAN-07887=a4Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's December 28,2023 Notice of Disapproval based o an n application for a permit to legalize"as built"demolition(as per Town Definition)of a dwelling and reconstruct a single family dwelling; 1) located less than the code required minimum front yard setback of 40 feet; located at: 15775 County Road 48, Cutchogue,NY. SCTM No.1000-101-1-12. 10.20 A.M. - BARBARA AND KIMON THERMOS/TUCK REALTY LLC/ALEXANDER KAPETANOS #7888 Request for Variances from Article IV, Section 280-18 and the Building Inspector's December 4,2023 Notice of Disapproval based on an application for a lot line change;to split lot no. 1000-99-1-20 and adding equal parts to two adjoining lots;1)two lots measuring less than the code required minimum lot size of 40,000 sq.ft.;2) two lots measuring less than the code required minimum lot width of 150 feet;3)two lots measuring less than the code required minimum lot depth of 175 feet;located at:355 Sound Beach Drive,405 Sound Beach Drive and 455 Sound Beach Drive,Mattituck,NY. SCTM Nos.1000-199-1- 19,1000-99-1-20 and 1000-99-1-21. 10:30 A.M.-STEPHEN DUBON AND JACQUELINE DUBON#7890-Request for Variances from Article III,Section 280-15;Article)=III,Section 280-124;and the Building Inspector's December 14,2023,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 35 feet;2) located less than the code required minimum rear yard setback 35 feet;3)existing shed located in other than the code permitted rear yard;located at 5605 Stillwater Avenue,(Adj.to Eugenes Creek)Cutchogue,NY. SCTM No.1000-137-4-3.2. 10:40 A.M.- ECAE 149 LLC-C/O ANTHONY GERACI #7889- Request for Variances from Article XXIII, Section 280-124;Chapter XXXIV, Section 280-207; Chapter XXXIV, Section 280-208; and the Building Inspector's October 31, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; 1) located less than the code required minimum rear yard setback of 35 feet;2) more than the code permitted maximum lot coverage of 20%;3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;4)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 520 Snug Harbor Road (Adj. to Gull Pond Inlet), Greenport,NY.SCTM No.1000-35-5-34. 10:50 A.M.-STEPHANE SEGOUIN#7891 -Request for Variances from Article XXII,Section 280-280-116A(1);Article XXIII,Section 280-124;Article XXXVI, Section 280-208A; and the Building Inspector's November 8, 2023, Amended December 13, 2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling,a new accessory in-ground swimming pool,and to legalize two as built accessory decks; at; 1) more than the code permitted maximum lot coverage of 20%;2)dwelling located less than the code required minimum side yard setback of 7.5 feet;3)dwelling exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;4) dwelling located less than the code required 100 feet from the top of the bluff;5)swimming pool located less than the code required 100 feet from the top of the bluff;6)accessory deck located less than the code required 100 feet from the top of the bluff;7)accessory deck located seaward of the top of the bluff;located at 310 the Strand,(Adj.to Long Island Sound)East Marion,NY. SCTM No.1000-21-5-5. 11:00 A.M.-SEBASTIEN GAGNON AND CHERYL HAN #7892-Request for Variances from Article IV,Section 280-18;Article XXXVI,Section 280- 207;and the Building Inspector's November 15,2023,Amended December 7,2023 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 rear yard setback of 50 feet;2) gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 1115 Arrowhead Lane,Peconic,NY. SCTM No.1000-98-3-7.1. 1:00 P.M.-ROBERT M.VELLA,JR.#7895- Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 12, 2024, Notice of Disapproval based on an application for a permit to legalize an "as built" roofed over on grade patio addition attached to an existing single family dwelling; at; 1) located less than the code required minimum rear yard setback of 35 feet; located at:60 Gagens Landing Road,Southold,Peconic,NY. SCTM No.1000-70-10-16. 1:10 P.M.-DIANE M. BOUCHER#7908- Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's December 8, 2023 Notice of Disapproval based on an application for a permit to construct a 144 sq.ft.accessory shed that does not require a building permit; 1)more than the code permitted maximum lot coverage of 20%;located at:5645 Pequash Avenue,Cutchogue,NY. SCTM No.1000-110-6-2. 1:20 P.M.-JAMES HUETTENMOSER#7884-(Adjourned from March 7,2024) Request for Variances from Article XXIII,Section 280-124;Article XXXVI, Section 280-207; Article XXXVI, Section 280-208; and the Building Inspector's November 8, 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 35 feet;2)located less than the code required minimum side yard setback of 10 feet;3) located less than the code required minimum combined side yard setback of 25 feet;4)more than the code permitted maximum average building height of 35 feet;5)more than the code permitted maximum lot coverage of 20%;6)gross floor area exceeding the permitted maximum square footage for lot containing up to 20,000 square feet in area; 7)the construction exceeds the permitted sky plane as defined in Article 1, Section 280-4 of the Town Code;located at:2235 Cedar Lane,(Adj.to Spring Pond) East Marion,NY. SCTM No.1000-37-4-7. 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: htto://24.38.28.228:2040/weblink/Browse.aspx?db id=0. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoidtownny.gov. Dated: March 21,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 53 81 aa95 ,X@southoldtownny.g6v AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, 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: 03/28/2024 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. Signature Christina Henke Rea Printed Name DOUGLASWREA Digitally signed Notary Public•State of New York by douglas w rea N0,OIRE6398443 Date: 2024.04.06 Subscribed and sworn to before me, Qualified in Albany County 12:19:26 +00:00 My Commission Expires Sep 30,2027 This 06 day of April 2024 Notary Signature Notary Public Stamp a• .. fi�ue,, ,��• e111 kV ;,s` e1 Corn tete'iteiii$�t;2,and 3. Sig;stars:. . p ❑Agent i Gomptete items%2,and`3: € ,Agstn Print your ri iMe'and address on the reverse'. Q Print your name 00 address'on the reverse Ct raddress 13 Addressee 1. so,that we can return the card to you: . . � so filar rive can return the card to you. o Attach this.bard to the back of the mail iece, ceive rimed Na e) C.Date of Delivery , ece(ved b ntad Na s) 0,pare of Delive p .•.� 1 M Attach this card to the back of the mattp,eca, or on fhe.fiorit.if space,permits. or on the front if.space permits. : 1."Article Addressed to: / D..Is del(v .address dl arent from item 7? ❑Yes t, Article Addressed to: D. is defi ry address diiferentfr Rem i? .El Yes PC r:'1lIL Ltcrfy�"� f'c; i! >t YES,enter delivery address low: p No 1. i#YES,enter delivery addrase elow; rj No ul'YJ �,�i2.4isf �1.."G... ,,, , . � �.lV-� .�,�^��•i�f tra..t:.• 1 3:,Service Type O Pddrity Mal brpresse 3. Service Type O'Priority Meii.txpressO t7 AdultStgnature Q Do fstered Mall R I� I I I� �t, , Bll � I I I { �'� I 13 Adult Signature 0 F16 tstered MailtR LI III 6�11 I I 1 I IQ�II I[! 111111 II Jill�I r�°�.Ac�dult l�T6 Restricted Delivery. o�HVetry d Mall Restdctedi, li ii f} 9p (i ©Adult Signature Resttf¢ted Delivery O Re�ist�ed Mail Restrtr rtiCerRfied Mail Restricted Delivery d Signature Confirinatton"J E;Certified Mail® De we 9590 9402'8178.3030`5536 87 a Collect on Delivery o Signature Cenfumatton 9590 9402'$178 3030,5536 70.' b certified Mail Restricted Delivery stgi,awra Cantirmattor ❑Collect on Delivery Restricted Delivery Restricted Delivery O Collect on DeliveryRestricted Delive ❑Restricted Delivery t<or E3 Collect an Delivery 2., Article Number(Transferfrom setvlce laben 2, Article Number(Transferfrom service label) . i id Mail, ----ad Mall, ; . Delivery- 7022 Z")=7 > Q Q❑2` y 7 Q 7 7 2 9 id trial Restricted oaltoery . ( ed Mail Restricted Delivery asaoi i 7022 1r67b' 000'2 1270 7699 Ssao PS•Forri 38I t J1ifj/'2020 PSN T530-02-000-900 Damestic'Retum Receipt Pg Foml$�� �,JUIy 2020 PSN 7530 02 000 9053 Domestic Return'Recal! ® Y_ �+*�S",�' "¢" G� O LE' �q, ^ ® n x e o s •"`_-.•.y:r. i. 4.tt�], } ��. •.'r:e+,-k ,tit e tl` ig.. n A.Signature mplete items. ,'2; m:Gomplets"items j,,2 and S. 0 Agent, r 0 Agent Pritrt.your:mame acid address an�.the.mJetst3 .9 �" t3 Print your name and address on the.reverse 7 ;r j ©:Aridressea - tom• i�Address so iiiat we"can"rettiivt the oatr3'to:you: so that we can'rettim ih®'card to'you, i �' " celaed b rinted:Neme) ,0-Data of Delivery B Received by.(Printed Name) 0.Ite of D Ilve ia';Rttagh this card;fip;the:ba6k df the:maitpiet U:Attach thts card�to:the back of the maitpiece, �. & or,oh the frbr►t if space terrriits :: .i.: G� '° or oii the:frorit'if space'pemiits.. t: Aft[cie AddressecRYo:':: : .;,; ^,. '' D.lsife6ve address diffeti3nti item.l?,Cl."Yes . .Articte Addressed to: i D. is delivery address different from Hain t? Ye If YES;enter delivery address below [J No.: if YES,enter delivery address belowc 131 �l �rtf` ' '15 r3+ t '1"i i.}''iSrirG' �'rf� !/!J�{G}� d. t i s q, 7 t 3.Service Type O Priority Meg Express® 3. Service Type ❑Priority Ma i txpreS-P O,Ailuttsign*m ❑Registered ltaUTM p Adtiitsftnature 0 Registered MailTM I Il�ll[ Il if l lll�lllf l 11 0 tS,gna�rr�Rest<Icted�avary oRep �pdMa�Restricted 1��111 Cfl l �ll� ll�l l� �1111I� iI � I OAdult Signature Restricted Delvery ODegiere d Mail Res Cartitted Mao De vi(ary j �ertiflsd Ma(I® Detrvery 9590 9402,8'178 3030 5536 63 �CertlHed Mail Restricted Delivery ❑Signature ConrumationTir r p Certified Mal Restricted Delivery' ❑,Signature Conf d iattor 0 Collect onDeitvery.: 13 Signature Confimration 9590 9402 8178 3030'5537 00 0CotiectanDellvery 0SigiiatureConfirmatior Z.`Articla Number(fn9ilSferfrt?tll.serVl label) q Collect ed Dal _ livery Restricted .livery Restricted Dei[very on Delivery Restricted Delivery Restrict 'very Collect on De De ` 2. Article Number(Transfer from service label) i Mail 7 Q 2. 1;6 7 2 Q 17 Cl 2 "1,2 7.Q 7712 :irtal Retdctecl Delivery ; - 3 Mail Restricted Delivery last 7022 1,670 0002 1,270 771 S_a_oa- ZI Form 3811;JUty 2o2D"PSN 7530 02=000-9053 " ::Domestte*tie ru lri Receipt z pS'FOfm 3H 11,July 2Q20 PSN 7531k02 000-9053 Domestic Return Recall _.. • _r'a^ 1 91 CoFripl9te items 1,2,and S. R:Signature 12 print your name and address on the reverse f . Agent so that we can t6tum the card to you. -'� . ©Addressee . M Attach this card to the back of the maiipieee, 8: Received by(Ppnted Name) C. Data af.Delly ry or on the front 9 space permitb. 1 '' 2— 2 1. Article Addressed to: is delivery address different from item 17 G'l s e It YES,enter delivery address below: (3'4 3.� Service Type ❑Priority Mail rs`ipressO O Adult Signature tegsterad Mali'" O•Aduit Signature Restricted cted Delivery fleeggstered Mali Restricted OWertiftedMail®' DaUvery' 9590 99•02 817$3030 5536 66 O CertUied Mail Restricted Delivery O Signature ConiirinationTMl q collect on Delivery O.Slgpature Confirmation i 2. Article Kumber(Tisnsferfrom�aa�r�o rohon ^^ on Delivery Restricted Del qV.; ,, gtsi5ed Delivery d Mail .}:A� y , 7p 1670 0002 127U 77Q5 Mail Restricted 1)01 y# over 00 Domestic Return Receipt PS'.Form 3811,July 2020 PSN 7530-02-000=9053 ' d . 1 OFFICE LOCATION: OF SOU MAILING ADDRESS: Town Hall Annex �� �jSIO P.O. Box 1179 54375 State Road Route 25 ,`O ll Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY u, Telephone: 631 765-1809 • �OQ http://southoldtownny.gov olyCOU01 ZONING BOARD OF APPEALS Town of Southold LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, APRIL 4, 2024 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 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, APRIL 4, 2024: 10:10 A.M. -PAUL TOOBIAN #7887 -Request for a Variance from Article XXIII, Section 280- 124 and the Building Inspector's December 28, 2023 Notice of Disapproval.based on an application for a permit to legalize "as built" demolition (as per Town Definition) of a dwelling and reconstruct a single family dwelling; 1) located less than the code required minimum front yard setback of 40 feet; located at: 15775 County Road 48, Cutchogue, NY. SCTM No. 1000-101-1-12. 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. Link:http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: March 21, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 �' '• Southold, New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: March 4, 2024 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 April 4, 2024 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 public hearing which� includes:PI.EASE 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 March 28, 2024. 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 adjourned 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 March 28, 2024, 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 Heacil1s Page 2 MAILING INSTRUCTIONS: Please send by IUSPS Certified Mail, Return Receipt 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 March 18, 2024. 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 kimf@southoldtownny.gov or elizabeth.sakareltosgtown.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 > https://southoldtownny.gov/DocumentCenter/View/9694/TentativeRoII2023 IMP O--TANTINSTRUCTIONS: Sca n,.>arid;email ahe. LISPS- mailing receipts,-gr`pen signature cards and-affidavits to 71 k mf(asoutholdtownny—&ov, and ** PROMPTLY USPS'MAIL*,*'.the ORIGINAL'S to ' , P.O. Box 1179 S NY 11971. the Town:of;Southold,"ZBA, Southold, Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS 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. i 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 (.aserfiche Instructions for Zoning Board of Appeals Records SOUTHOLD n GoT erumea Service isitin How Oo I.. 4e: . n 4 TO rop � 11 Nk A,, F ,Nif> �f.�, f..: w,�.•/isM1�r; :.•I'y.7�'i '� >i'' .7_,. 'Ii'.var "`r'�"�':. .c r'k. ..r. , yy�� ,�t- �:�•�;�,=� ,• �% YaymeA,;:.'� ToivtiReeorils• j�y;'Fo�iint� . lCa:'' "- •Notlfy.Me�v,;� �i[�I(aps', A,�en<lasfi - iTowrtCode'. Qnliae. ts;?,:,�; %'..,, a �r !;5.. lr .,f. - /.'�.•rr�'.j% '.C,' tiCt�iR�f��1[ f... .� �p�lCil�Otll:i ::r' '�S' tri,�i='`..:�:�rr' .bSin tts::�1�'t '.."'=..t''•�",. .x:4':.F�IY:i!+S Y?!sbillsir�.�1 r8cbe. ....f. drms� �:.`� �'.:.''`:�'^- -iieii:&radeii.o=•:.:.y�.....o....�..r -''��z iii::a..z}t''."t.::::,i ''%.;:..� '�.' .,�� 5:,. .,::,:., ;::.tar�,:''_,:2' Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Lasert3ehe Webi-ink _ +7 weourr• -e'P +bnw szJ+e+.c Home Browse Searcn To OfSouthold _ TownOfSouthold Name Page CWnt J Town Clerk , Entry Properties - Town Historian Path rl Trustees t ... To'rnO:S.�dwld -onfng Board aS Appe26(ZBA)Creation date ..... - -_ .. . 5152017 t'•:52:111 AM, Page 2 of Gant <a 2 i 29 Entries Last modified .� U!2120:%SM:2%Ah9 4 Metadatn h;1 mr[.xlut�amg'tr1 -. Above: -The second of two pages you will find "Zoning Board of Appeals(ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink _ - - - M>v+eaunw I ,+eo =nou' s�gnout Home Browse search IownUiSoufhold>Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count ianpiatenami" (ZBA) yj Alphabetical Index Bowd ActicnS r Entry Properties ._ g-,Lasedhe Search Guides Path w Meeting Schedules "cwrCfsou,,h0lci1Zo11ii ig Bca, of Ap;;ea!S(ZBA) MinuteWAgendaVLegal NoticesiHearing5 Creation date `-;1 Pendmg 7rs^,r^_CO's2a 7:4 Ph; Reports Last modified 4i special Event Pemits 5/23,12017 1'.:07:1:-:AM P;i Training Requirements ZBA O?KIals R Metadata n ZBA Policies P1O"rt mdata a-'s,ri'd aceotions Ust Code 280-10C(3) 1 Jurisdiction Usting 1 ZBA Book of Mapped 1977 Existing Lots lag Pcedure&ResufK 5 Agreements,conUatls&Leases :wrJ6cattNPap-�ryM� Bulk Schedules .. " Page I of 1 ;A Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. ( Laserf)cheWebLink w,ry".VraLnk'r'em.About SipOuc Home Browse Search TO: C(SoadMw Zoning Board of Appeals{.:PAI>Board Actions Name Page count remplete name Board Actions -,1957-1979 s Entry Properties 5950-1999 Path ,,,2000 Tarr�Olsc:1;'s:0itSZc'nr'3 rC,:rd AOi!m zao, Creation date s 2002 M 2003 Last modified ,' 2007 3l2812017 11:35:07 AM 2005 R Metadata 2006 2007 7:�m?t3dar a<vgre7 >J 2008 _009 &Results � ' raWP?Ptmear.User2 r,^2011 ;1 2012 2013 2014 2015 2016 tr 2017 Pending ...... .... ..._. .N.Ireslthme(orrvha+.'W'wPsmenNsa2 cam-..,1„r 1 -..-_.___ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 77 2017 A Entry Propen]. Paul -7 93 a-d xnlaf or.W.data a,, ..'a..- 117.Y 111:"11 4',l — 7 —d-.rs L'umadi6ed -1d-.1f ks.atxie mi. a-ra-11 70 —d— .,a % .ard—1 Pal� St 7m. so Basra A.— se —d 1-1 70., 75 —d I.- J.7024 -5 M6 Is aauaANom rov ao —d '.2. -,a nmaaf soars awls Above: See listed File Numbers. Click on file you are searching. cashel 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 Webl-ink cash. M Home Browse Search Cua—te search SonreSUIIS by: Relevance sr Records Management Search 7016 Board Actions-83 pagetSl Reid name Choose field Page count:83 Template name:Board Actions Reset �sgq 3.,Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill.Fisher... Page 4-19.2017 q7016.Cashel SCTM No.1000-9-26 mimmus approval to remc- ::ge 5 y 1.101 6.c-he.S--...1000--1-25 GRANT.the vans—s as Search firms 9 COUN&KRISTEN CASHEL SECTION 009 BLOC D,v 20...Thomas AhIgren(Cashel),PO Box 342 Hshers island W... Show more information... 7018 Board Acnors-56 pagc4,sj Page count:56 Template name:Board Actions Page 49 9:30 A-.M.-COUN CASHEL Al,il)Variances under Article W.Section ANN... Page 43...ahca(5)KRISTEN CASHEL37016-Request proposed trellis located in other tha... Show more Information... 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--l-le Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLink v. ASyW¢nunt I Help .Ma.t• s, Home Browse Search TawnOfScuthotd>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name_. _ _ Page count Notices/Hearings 1957-1979 .^ Entry Properties ;1980-7999 ............. _._..._ .-- - .. L7 20002.009 Path Ta�ntOr�Otlnlcld:Zon;tw 201 B Board rr-a of Appeals t2 2011 {'ZB A)W1nUte./fyjendaSr eg31 Ncttceb941ednrw,5 :-J 2012 Creation date cD 2013 Tl+/21701 '.'_.']201a last modified 2015 1211Ee'2Gt6_:t5::4:N" R Aletadatd 2017 No metadata assened Page 1 of 1 11 Enh Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink My webWk Help A[wut Home Browse Search Town0f5outhold>Zoning Board of Appeals(ZRA)>Mlnutes/Agendas/Legal Notices/Hearings>2017 2017 Name Page count Template name - ZBA-01/05 201 7 ' R Entry Properties ,J ZBA-01/05/2017 Agenda 4 Path ZBA-01/05/2017 Hearing 40 TownQfSOutholdlZoning Board ZBA-07/05/2017 LN 3 Of Appeals ;ZBA17T.11nutesJAgenCasile931 ZBA-01/192017 2 NUUC85/Heanng$'1017 ZBA-01/192017 Agenda 2 Creation date 12/'612016 2:15:1 a PPA ZBA.02/02/2017 7 Last modified _;ZBA-02/O?d2017 Agenda a 6/19/70174:53 S9 PM j ZBA-02/02/2017 Hearing 45 R Me[adata ZBA-02/0212017.N 3 ZBA-0 211 61201 7 Agenda 3 NO nletadald aS5lgnell 3 ZBA-02/7620t 7 special =edure 8tftesuhs I ,�I ZBA-03/02/2017 7 mVhedth/pep-sm—U-2 ZBA-0310212017 Agenda 4 ZBA-0310VMI7 Hearing 65 ZBA-03102/2017 LN 3 ZBA-03116/2017 Agenda 3 e Z9A-03/16/2017 Spec-al 3 `ZBA-04106/2017 5 ZBA-04/062017 Agenda 4 ZBA-WD62017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Tlk . h ur ARi 0 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= F linkmhttp://southoldtownny.gov/calendar . 'AME : TOOBIAN , PAUL #7887 CTM #: I 000= 1 01 = 1 = 1 2 V ARIANCE: YARD SETBACK FEQUEST: LEGALIZE "AS BUILT" DEMOLITION (AS PER TOWN CODE DEFINITION ) 8 RECONSTRUCT SINGLE FAMILY DWELLING SATE : THURS . APRIL 4, 2024 10 : 10 AM You may review the file(s) on the town's website under Town RecordslWeblink: ZBAIBoard Actions/Pending. ZBA Office Telephone (631 ) 765-1809 OFFICE LOCATION: OF SOU MAILING ADDRESS: Town Hall Annex �� ljs/O P.O.Box 1179 54375 State Road Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY y Telephone: 631 765-1809 • a0 http://southoldtownny.gov ZONING BOARD OF APPEALS Town of Southold January 3, 2024 Ms. Sarah Lansdale, Director 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 #: 7887 Owner/Applicant: Toobian, Paul Action Requested: legalize "as built" demolition (as per Town Code definition) and reconstruct a single family dwelling Within 500 feet of: (X) State or County Road ( ) 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 C airp rson Encls. Site Plan/Survey: Jeff Zahn, Architect, last dated December 20, 2023 BOARD MEMBERS ��zf 3®!/f�® Southold Town Hall Leslie Kanes Weisman, Chairperson �® �® 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �O Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento �C®U +� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 23, 2024 Tel. (631) 765-1809 Jeff Zahn Architect 215 Roanoke Avenue Riverhead, NY 11901 RE: ZBA Appeal #7887 Toobian, 15775 County Rd 48, Cutchogue SCTM No. 1000-101-1-12 Dear Mr. Zahn; Transmitted for your records is a copy of the Board's April 18, 2024, Findings, Deliberations and Determination,the original of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. 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. Sincer , Ki E. Fuentes Board Assistant Encl. cc: Building Department %\ SEE SEC.NO.095 LINE MATCH L LINES `\ i / `` m 3N 142e2 18.6 /• /•\\,O // / ^6p o,^• /,-'� •d/ \ \�a ^�`: 1 �, ILOUN OFSUFFOLK \, 1, ••\ / j/ ry. \ 1 . ` .�, ,�` \f` DEVELOPMENTRtGHTS) 47 a / / 66 ' Jp`^PAP \•� / ` 0/ ry`� / °\ �/ 9 /• •�. ^ ,,:'/ ,e:/',/-/< FOR PARCEL NO. +/ SEE SEC.NO. 0 / 102-01-002.1 / NA FOR PARCEL NO. SEE SEC.NO. �• ,,.\ ^ry. T / 1`.'Y\`/• .� 'J.' %�/ 102-01-003.4 0 6.3 ic'\ `• Wit'' �,s e ./ /, \.\tea 1 9q 8.0A t .2 \ �� z (PECONIC LAND TRUST f/ \;o ^ph �,� -0<' .\ .�^^ /�^hP\4\ 1 p9 4; U CONSERVATION EASEMENT);%;'. ` ,Ll•e ,� �,/ ^t/ �•\\`.d � W \.JEFFERSOa \ f 9 \ W,;� •\TEMPLE\ ,r/`., 1.7A(o) a / / '\ \', /,•' to \CHURCH �, \ ^ry, v \ COUNTY\\, j \. :at"•' \ \ ^rya \ OF \s ~a`°\s 21.3 \:`\ 10 .,`^c`^ l y SUFFOLK / //�� /�`-\ \, 50.2A(c) y' 0 \p\ /• ° (LOUNTYOFSUFFOLK DEVELOPIAENT RIGHTS) 221 LD ITS) 52A nU"WOFSOUTHOLD DEVELOFMENTRIGHTS) 24.6 s' (LOUNTYOFSUFFOCK DEVELOPMENT RIGHTS) NL Pa Zi 2 4— FOR PARCEL NO. O /� SEE SEC.NO. W 10&01.013.2 tD< / /(} .off6 o° I'0�- �- g. 3 i It01� N FO OR PARCEL NO. SEE SEC.N R � - FOR PARCEL NO. FOR PARCEL NO. �\ �x "ry SEE SEC.NO. F O. SEE SEC.NO. '\ 109-01.011 \\g 108-03-007 - 109-01.010.3 - \ z - z _ -_ .. _ z __ __ ._-__ N310492 LINE - • w \ COUNTY OF SUFFOLK pc N NOTICE a tm: %.- D6 RILTNb. l000 secnoN NO. Real ProperlyTax Service Agency MAINTENANCE.ALTERATION.SALE OR YW DISTRIBUTION OF ANY PORTION OF THE M �a ofTOWN OF SOUTHOLD 101 301)Center 1him K,-hd..AT 11901 SUFFOLK COUNTY TAX MAP IS PROHINTED A WTMOUT WRITTEN PERMISSION OF 711E P -Tn15-•• �rorl Feet S REAL PROPS;TY TAX SERVICE AGEICY. for tpg TW VILLOGE OF fi��SUFF0IK� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 HJ T;l Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT, i For Office Use Only PERMIT NO. Building Inspector: A/ Applications:and forrim,s'must be filled'out in their entirety. Incomplete.. �� i `J ;,.\� J L applications Will tie accepted:.Where the Applicant is not the owner,an,.. Owner's Authorization form(Page 2)shall be completed. Date: 2 2 OWNER(S) OF PROPERTY: Name: SCTM#1000- Project Address: iS-77,S coojFr`( Icr�C> 7C H o4 u a Jtq � Phone#: Email: SI 1v, Zy� b'LbZ. '�i�o-g�v�►J � Ya.l+v�, o�r�l Mailing Address: ?,o ScA q7, CONTACT PERSON:. . Name: Mailing Address: iF,©, S&)< H7 VosL.y14 Hi:'51414TS . Ply 11 S77 Phone#: i. 77 b, ZN-1, 02 6 2 Email: IA,-I 6�' Y^W10 40.4 l DESIGN PROFESSIONAL INFORMATION:. Name: "-� ?.•4 Ae�r Mailing Address: Z/r �vp•�1rFcE .aJG—�1ve; , 2i✓L-�ItG Phone#: 6-51. 7Z7. ohyq Email: ems.-1,LoM CONTRACTOR INFORMATION: Name: Mailing Address: 6 STR�ll�15 H D 3ti T o�� 14 11-717 Phone#: G 13 � ©o'1G, Email: DESCRIPTION OFPROPOSED.CONSTRUCTION ❑New-Structure ❑Addition R'Alteration 2flepair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes EANo Will excess fill be removed from premises? ❑Yes [.9lo 1 . PROPERTY INFORMATION Existing use of property: ,12,/,r 4, Intended use of ro ert : . P P Y Zone or or use district in which premises is situated: Ae- Are there any covenants and restrictions with respect to this property? ❑Yes EANo IF YES, PROVIDE A COPY. Checic Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, . additions;alterations orfor removal or demolition as.herein described.The applicaht agrees to comply.with all applicable laws,ordinances,.building code,, housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 230.45 of the New York State Penal Law.. Application Submitted By(print name): j el A. 7.�l li� C�TAuthorized Agent ❑Owner Signature of Applicant: Date: (/k STATE OF NEW YORK) SS: COUNTY OF ) --TtfF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AP-e44 i rEzr/.N..4 aw r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� vl to of 1 e residing at �esr*Y� N is Al I• .�', (( J 6-t�� do hereby authorize A. 7�/ln. to apply on my behalf to the T wn of Southold:Building Department for approval as described herein. Owner's Signature Date PC,"L,l _rQ;,I r CA. ARIEI RABANIPOUR NOTARY PUBLIC.STATE OF NEW YORK Print Owner's Name No.02RA8430082 Qualified in Nassau County My commission Expires 0-07.2026 2. - g'9 Gtro�LC3roIGSCS�ie7M� RIDGE VENT / RIDGE VENT / 40 YR.ARGHITEGTURAL 6'FASCIA / ASPHALT 514INSLE BY IN MITE ALUM GERTAINTEED.COLOR TO BE SELECTED BY SKY PLANE 40 YR ARCHITECTURAL OhNER GERTAINTEED.COLOR _ __--_ ___ __--- _______ ASPHALT SHINGLE BY `l(EXIST) —___— _ TO BE SKY PLANE SELECTED BY i b'FASCIA W2APPED �41 , I WHITE ALUM �t "y^ _ _ 645 HALF ROUND :C7t H_ VINYL SIDING,COLOR VINYL SELECT COLOR T g• yt ., tb } / TO BE SELECTED BY _- _ ❑ ___-__--______-__ ❑ TO BE SELCCTED 8Y ❑ - - ❑ -_-_ ❑ --__ - NIO __-_ - / 4'VINYL LINEALS AT \ R' _ LS AT O WINDOWS __ __-_ _-_ _ - __ ___ - -__ ,- 12 4 ALUMINUM LEADER ?p -- -- - - --"i '--- - -- P I PROVIDE MITE INTO STORM DRAIN 4•IVIIYL CORNER _1R M DOLOR T A �� 6-16-25 155UED FOR OPEER - _ _. _ ❑ __ __ _ ❑ - MATCH SIDING OWNER _ _ ___._ __ _ -____ _ _._ __ -____ __ MATCH 5IDIN5 REVIEW TRIM DOLOR TO 6-2"i-23 ISSUED FOR PERMITS TION MIN 36 FiEI ICNHT ASUN5 AT A - - -- 6 GONSTRUGREV VINYL 9-5-23 REVISED PER TOM OF SOUTHOLD PROPERTY LINE I PROPERTY LINE 401 GRADE GRADE EL.40.0 23.4' STAIRCASE 205' I I 1 WOODEN I I I I I I I I I I I I I I ________________________________I� I I I �- I H----------� ---------------------------------J -- I'----------� L Tom, I I ( I �5OU 1 H ELEVATION nE 57 ELEVATION SCALE: I/4°=I'-0° �ROGE VENT RIDGE VENT 40 YR.ARCHITECTURAL 6'FASCIA ASPHALT 5HIN5LE BY -_ IN WHITE ALUM GERTAINT®.COLOR TO BE SELECTED BY 40 HA ARCHITECTURAL OWNER ._ I ASPHALT SHINGE BY CERTAINTLED.COLOR �7(EXIST) TO 62 5EL'cLTED BY - OMER. b°FASCIA IN WHITE ALUM VINYL 4' LINEALS AT MATE 6•HALF ROUND VINYL _ _ TOBE 5151DIW"CD BYE -_ -_ ❑ _-__-_-- _____. ❑ -_._ _. ENDOWS GUTTER.'ROT 5HOMU --____ ___ ❑ -_ - ❑ —_____-__ ___________- VINYL 51DIme,C LB P-4 O�Z TED OWNER .�,.,. _ _ _ O __ - _- 4'VINYL LINEALS AT __- ___ _ ... __ _- __ _-_ _ _ OMI73t �•`• _. __-.. ._— _ _.__-___ _-_-__ PROVIDE BLIND WINDOWS O O PI .�U W FLASHING -_. _ _ _- -_ _. __-_._..__ _ O _— - PROVIDE WHITE 4 Lu r ALUMINUM LEADER INTO STORM DRAIN N 4 VINYL CORNER 4'VINYL CORNER - _ PERMANENT COLUMN ___-_ __--__ TRIM COLOR TO TRIM COLOR TO .__ __ __--._ __._ ❑ - ❑ ____--_____-_---__._- ___ AS SELECTED BY 1Vl Q MATCH 5112ING MATCH 5I12IN6 - -- - - --- --- - - ----- -- ------------ - OWNER - ._ -. O MIN 56"HEIC5NT AS VINYL RAILING AT _ _ W PER CODE A WOODEN STAIRCASE I I I PD2@0(9 V#, 25 H.M.ENTRY DOOR I 1 1 I I I I ----- BY THERMA-TRON I I I I I ---- -----h I I 1 1 ----------------------i �I---------- I I 6�DdCs n PRO-EGTS-2329 4 1 A-4DW6 1 _________________ - ------ � -------------------------- — ------------------- 4 WET LEV�TI®N A-4 . nNOR7H ELEVATION SALE:SV4•_E SALE: 114'-Ib• obt' v boos 5 of 6 U'O� ONSTRUCTION DOCUM NTS TE5T HOLE: MAPPROVAL ELV: C13.3 O' BROWN 11 0 JCI G� L%. 2�mmmq LQoO m. ALIERATIONS PO SILT 3.0' G30G1G1C7 G1�I[ G1MC T00 ,1131AN R G3owlEG3[' IE n D 9 REM V nm fI T ° 0 6NJ�Io��lln0 e e ORMo PALE BROWN ,02� FINE TO N-iC GOAR5E SAND �9 ate. f NO WATER 17.0' NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF NOTE: TEST BORING SOUTHOLD AND THE FOLLOWING: BDONE: 0(9/25/2025 Y MGDONALD 6E05ERVIGE5 ` TH15 APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORKSTA ENGINEERED STRUCTURAL COMPONENTS AS PER ASGE 7-10 6-16-23 ISSUED FOR OWNER CODE COMPLIANCE: REVIEW THESE PLANS HAVE BEEN PREPARED UDER THE 2020 RESIDENTIAL CODE OF NY5. ALL DETAILE5 AND 6-27-23 ISSUED FOR PERMITS INFORMATION HEREIN IS CERTIFIED BY THE LISTED DE51614 PPROFE5510NAL AND IN COMPLIANCE WITH THE ® V I ®N T G I N ® I ®N FOLLOWING: $ CONSTRUCTION 1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES OWNER'S NAME: PAUL TOOBIAN \ 2. 2020 NY5 UNIFORM GODS SUPPLEMENT 3. 2020 IEGC ADDRESS: 15775 GR-48, CUTGHO6UE, NY I1a35 \ 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 7-10 PHONE: (516)244-0262 5. WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS EMAIL: PTOOBIAN®YAHOO.GOM THERE SHALL BE NO DEVIATION IN GONSTRUTION PRECTIGE FROM THE REG?UIREMENYS OF THESE DOCUMENTS. MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PREFROMANGE DATA AND MANUFACTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND _ _ _ RE5PONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING 5 1 5�. I F O F 5 5 1 ®N A L 5 T A 7 }� E 17 PROCEDURES, I NGLUD I NG THE PRODUCTION OF ANS 1 TEST RESULTS , AAMA TEST RESULTS, ETC. FOR HIS O"� C,,0r;l COMIFL I AI VC TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, SUCH PLANS � LLOW. r7)r=F=LF-GTION5 OF 57RUG7. MEMSERS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE CURRENT NYS ENERGY CODE. O OABLM RSOI.?) STRUCTURAL MEMBER ALLOW. DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINISHED GEILIN6 ATTACHED TO L/180 7AE5L O r;) I MET OIVAL OULATI ON5 RAFTERS INTERIOR WALLS AND PARTITIONS TOWN OF SOUTHOLD ` H/180 DISTRICT 1000,SECTION 101,BLOCK 1,LOT 12 FLOORS AND PLASTERED CEILING5 L/360 SINGLE FAMILY DWELLING ZONE-RES A-C EXISTING PROPOSED ` ALL OTHER STRUCTURAL MEMBERS L/240 t MINIMUM LOT AREA 80,000 SF 22,382 S.F. NO CHANGE EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 MAX. LOT COVERAGE 20% 3.04% NO CHANGE EXTERIOR WALLS - LOADS WII"H BRITTLE FINISHES L/240 MINIMUM WIDTH 175' 65' NO CHANGE EXTERIOR WALLS - LOADS PgftH FLEXIBLE FINISHES L/120 NOTE: HEIGHT / N0. OF STORIES 35'/2 1/2 23'-10"/2 NO CHANGE L-SPAN LENGTH, H= SPAN HEIGHT. MINIMUM FRONT YARD DEPTH 60' 20.4 NO CHANGE \ A. THE SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND GLADDIN0 LOADS FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS HEREIN. MINIMUM SIDE YARD WIDTHIS (SINGLE / TOTAL) 20'/45' 20.5' / 43.9' NO CHANGE \ B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. REAR YARD 75' 290' NO CHANGE NOTE: SUBJECT PROPERTY IS LOCATED WITHIN "RESIDENCE A-C" ZONE GLIMATIG AND GEOCRAPHIG DESICN GRITr-RIAT,45Lr= W m R301.2(I) (SUFFOLK COUNTY) U GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SNOW TOPOGRAPHICAL SPECIAL WIND-BORN DESIGN DESIGN BARRIER FLOOD AIR FREEZING MEAN r (� $ 1 I I I I SPEED(MPH) WIND DEBRIS Waathering Frost line depth Temufe HAZARDS ANNUAL v I LOAD EFFECTS CATEGORY TEMP REQUIRED INDEX REGION ZONE TEMP 20 130MPH NO NO tmlefrom MODERATE � cast F1 B SEVERE BOF 3 FT BFG TO HEAVY SEE BELOW YES NO 599 51 O INt I. RUNOFF GOEFFICIENT5: I I PAVEMENT = 1.00 MANUAL J GR I TF-R I A ALTITUDE INDOOR DESIGN HEATING TEMPERATURE ^ �J ROOF : I.00 ELEVATION LAT WINTER SUMMER CORRECTION DESIGN TEMP DIFFERENCE LANDSCAPE= 0.20 PORTION OF HEATING COOLING EXISTING DWELLING FACTOR TEMP COOLING LAWN H REBU ' ' 1 - 2. PROVIDE STORAGE FOR 3" RAINFALL DRAIN AREA E3'TO BE ILT F--1 3 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F 1 O 128 0 5.F•. !-u COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY R DAIN AREA "A' DIFFERENCE HEATING COOLING WET BULB ROOF DRAINAGE CALCULATIONS: x ___ 11'F 15 MPH 7.5 MPH 72'F MEDIUM(M) 40% 32 GR @ CLIMATE ZONE IS4a O � �- ��\ TEST{IOL E FOR SI:1 POUND PER SQUARE FOOT=0.0479 kNhn.02,1 MILE PER HOUR IT* O -� I. DRAIN AREA A� a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE THE WEATHERING COLUMN SHALL BE tJv\ ,Vnl A. 459.43 5.F.(DWELLING ROOIF) x .25 X I00% = IOQ.86 G.F. FILLED IN WITH WEATHERING INDEX fie., NEGLIGIBLE*,'MODERATE'OR'SEVERE FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP[FIGURE TOTAL DRAIN AREA 'A' = loclb(b G.F. �`� �� 7 )� � EXIST. 2 � 2O. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTMC34,C55,C62,C73,C90,C129,C2160RC652. CV �1 NOTE: 23 5TORY b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING I 1-1 USE (1) 6 D1A x 6' DEEP STORM POOL W/ OPEN GRATE = 134.04 > IOCI.86 = OK INFORMATION TAKEN FROM SURVEY PERFORMED BY FRAME BELOW FINISH GRADE. T- r?VELLING c. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH"VERY HEAVY','MODERATE TO HEAVY',OR"NONE TOSUGHD'IN ACCORDANCE WITH FIGURE RR301.2(6)DEPENDING ON WETHER THERE 013 O FOX LAND SURVEYING, DAVID H. FOX. DATED JUNE Iq, HAS BEEN A HISTORY OF LOCAL DAMAGE. � O 2. DRAIN AREA 'B1' 2023 d. THE JURISDICATION SHALL FILL]IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE,'SLIGHT TO MODERATE'OR'NONE TO SLIGHT'IN ACCORDANCE WITH FIGURE RR301.2(7)DEPENDING ONWMER A. 311.13 S.F. (DWELLING ROOF) X .25 X 100`Yo = 77.78 G.F. THERE HAS BEEN A HISTORY OF LOCAL DAMAGE` Zp �� e. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE RR3012(4)].WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON O TOTAL DRAIN AREA B = 77.78 G.F. EX15T SITE-SPECIFIC BASIS IN ACCORDANCE WITH RFM12.1A_ O _ TAX MAP NO. : 1000-101-1-12 - DRIVEWAY QD f. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORY DETERMINED FROM RR301221. USE (1) 6' 0 1 A X 4' DEEP STORM POOL W/ OPEN ORATE = 8cI.36 GF > 77.78 = OK �, (hh g. THE JURISO CATION SHALL FILL ON THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'SENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATE(S)OF THE CURRENTLY EFFECTNE FIRM AND FSFM,OR OTHER FLOOD HAZARD MAP ADOPTED BYTHE COMMUNITY,AS MAYBE d v tr O AMENDED. h. SEE FIGURE RR301.2(5)FOR GROUND SNOW LOADS. WINTER DESIGN TEMPERATURE NOTES: I � I �Y • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68'FAT A POINT3 FEETABOVE THE FLOOR ON DESIGN HEATING DAY � (� I. MINIMUM 10'-O" SEPARATION 15 REG2UIRED BETWEEN WATER I / �O' �l • SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°COOLING v ' a 232cl SERVICE LINE / LATERALS / MAINS AND THE EDGE OF ALL SCALE: I" = ��' is G¢i� DEGREE DAYS(NY LaGUARDIA)4811,WINTER DESIGN TEMP 15-F,DRY BULB 89-F,WET BULB 7T F PM IPC APPENDIX D) 3 • AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORYAND SURFACE ROUGHNESS IS B STORM HATER DRAINAGE LEACHING 5TRUGTURE5. a • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND e ��� [;50�t,�o PROJECTS-232a 2. MINIMUM 5'-O" SEPARATION IS REQUIRED BETWEEN EDGE OF �3 STORM WATER DRAINAGE LEAGHING STRUCTURES AND co T I.DWG PROPERTY LINES. 0 ."150�'" 75 DWG. INITIAL LATEST ISSUANCE 48 NO. DRAWING TITLE ISSUANCE REVISION NO. 4 DATE T-1 TITLE SHEET 6-27-25 U "� RK U -17 "' 119QO5CUT "'�' H UE NEW u N-I SCHEDULE, NOTES DETAILS 6-27-23 T === l A-2 REMOVAL PLAN, PLUMBING RISER 4 NOTES 6-27-23 UNE A-3 FIRST FLOOR PLAN, SECOND FLOOR PLAN NOTES 6-27-23 J 279 202 3 -4 ELEVATIONS NOTES 6-27-23 [A_5 SECTIONS 4 NOTES 6-27-23 cbmim4 ma 10f 6 SIMPSON LSTA 30-186A. RIDGE STRAPS AT EA. TABLE 8.1 FASTENER SCHEDULE FOR 57UGTURAL MEMBERS RAFTER. � JOINT DESCRIPTION NUMBER AND RAM I I O I 07E •TYPE OF NAIL SPACING OR. FASTENER ROOF FRAMING 2"x4" COLLAR TIES AT Rafter to To Plate Toe-Wallet 3-8d er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOU6LA5 FIR-LARCH �� �� Rafter Gel to Joist to To Plate (Toe-nailed) 3-Sd er aft 5TRUGTURAL GRADE NO. 2 OR BETTER. I6 O.G. DOWN Geilln Joist to Parallel Rafter Face-Walled 4-Ibd each l 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL &RAPE GGA TREATED LUMBER. BETWEEN RIDGE AND Gellin Joist La s over Partitlons ace-nailed 4-16d each la 3. ALL 5HEATHIN6 TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THICKNESS. 2" x 6" RR . 16" O.G. GEILING JOISTS. Gollar Tie to Rafter Face-nailed 4-Sd er tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" O.G. TYP. ROOFING Blockin to Rafter Toe-nailed 2-8d each end ALONG EDGES 4 6" O.G. IN FIELD W/ SOLID BLK&. UNDER ALL SEAMS. + + + + LaQC�Gt1�4CC�4 Rlm Board to Rafter End-nalled 2-Ibd each end 4. USE SOLID BLOGKIN6 OR X- BRAGING BETWEEN ALL JOISTS ® 8'-O" MAX. 5PAGIN6. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. I" MIN. AIR SPACE + + + + T Plate to To Plate Face-nailed 2-I6d er foot 6. ALL FLUSH HIP. CONNECTIONS TO BE FASTENED W/RATED 6ALV. METAL ABOVE INSUL. 219 QOG\G�@M JAWE :1MEE To Plate at Intersections (Toe-nailed 4-16d otnts -each side CONNECTORS BY 51MPSON (OR EQUAL). Stud to Stud ace-Walled oz.24" o . �y @0�°72T°O G3�MC�G3G�C�° o o G`d1C� Header to Header Face-nal led 2-16d I6" o.c. alon ed es O L A Z I I�I�O I�I�►®7 a� I/2" G.W.B. " Top or Bottom Plate to Stud id-naile 2-I6d per 2x4 stud 3-I6d per 2xb stud /�n 4-I6d per 2x8 stud R-6 P RIGID INSULATION �I o WINDOWS / 5L. &L. DOORS AS MANUF. BY AMERICAN CRAFTSMAN W/ I I 5 U L. RAF 7E R Bottom Plate to Floor Joist,Band o15t,Endjolst or Bocki ace-nalle - er foot INSUL. 6LA55, IMPACT RESISTANT 4 DE51ON PRE55URE RATED AS REQ'D R-21 I" = 1'-0" " FLOOR FRAMING BY CODE OR USE: 5TRUGTURAL PANELS FOR STORM PROTECTION-� INSULATION PROVIDE PRECUT, PREDRILLED PLYWOOD,7/I6 THICK. Joist to 5111 ToR Plate or Girder (Toe-naile 4-5d er otst INCLUDE ATTACHMENT HARDWARE: Bred in to Joist (Toe-nalle 2-Sd each end 2 1/2" N0.8 WD. 5CREW5 ® 1611 O.G. F/SPANS LE55 OR EQUAL 4 FEET Blockincl to Joist Toe-nailed 2-Sd each end ® 10" O.G. F/ SPANS BETWEEN 4 4 6 FEET, E31ocklnq to 5111 or To Plate oe-nailed - each block AND 0 12" O.G. F/ 5PAN5 BETWEEN 6 4 8 FEET. LAG BOLT NAILER W/ (2) Ledger 5tri to Beam Face-nalled 3-I6d each lol5t Joist on Lecicier to Beam Toe-nalled) per lol5t 3/8"4> x 4 1/2" BOLTS @ 52" O.G. Band Joist to Joist (End-ncilled7 er Joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS r Band Joist to 5111 or Top Plate Toe-nalled) lol5t WITH OWNER. 1 f ROOF SHEATHINe OPTION: PROV. 1"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. TEGO EA. R.R. TO 2"x8" NAILER -� Structural Panels I ad 6" ed e /6" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT I TYP. EXT. Dla onal Board 5heathtn FROM WEATHER, ETC. (VERIFY DETAILS) I WALL (2"x4" I"x(o" or I"xb" 12-ad 1per support 1° = I'-O° IN ATTIC I"xlo" or wider 3-8d I per support SPACES) sum Wallboard 5d coolers 7" ede / 10" field f� CEILING 51-MATHIN6 CLIMATIC `� 0 ®O A P H I C WALL SHEATHING Structural Panels Sd b" ed e / 12" field 5 I O N CRITERIA : Ho'V�❑ nn nn Fiberboard Panels 25/52" Sd 3" edge 6" field 1116. bd 3" edge /6" field AMERICAN FOREST AND PAPER A55OGIATION (AF4PA) 25/3 / WOOD FRAME GONSTRUGTION MANUAL FOR 6-16-23 ISSUED FOR OWNER sum Wallboard 5d coolers 7" edcle / 10" field ONE AND TWO- FAMILY DWELLINGS. (200I EDITION) REVIEW Hardboard Sd b ed a 12 field MAINTAIN I" CLEAR Particleboard Panels 8d 61, edge, I feel FOR VENTILATION. 6-27-25 ISSUED FOR PERMITS Placional Board Sheathing I"xb" or I"x8" 2-Sd per support GROUND SNOW LOAD 30 1'5F NOTCH RR F/ GONSTRUGTION I"xl0" or wider 3-Sd er su ort FLOOR SHEATHING WIND 5PEED : 5OUTHOLD 130 MPH (3 5EGOND OUST) SHEATHING TEGO WIND EXPOSURE CATEGORY B ( SUBURBAN, SEMI-WOOD EA. Structural Panels EA. ED) J JST. 2- 51MP50N "H2" I" or less ad b' ed a 12 field 5E15MIC DE516N GATEGORY C CONNECTORS ® 16" O.G. neater than I" lod 6 ed a 6" field Ola onal Board 5heathln WEATHERIN6 AREA SEVERE (ONE EACH 51DE) I"xb" or Iw - per support x o or wider 3-Sd per support ICE 5HIE1 D YES R-30 INSUL. 2"X6" ROOF SHIN(SLE5 I FROST LINE DEPTH 3'-0" G.J. Galt'.stl. min. 12 ga. shank w/a min. 3/8" dia. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY Asphalt roof shingles through tke roofiing materials and a min. of 3/4" Into roof sheathing and shall TYP. ROOF. TIES: roofin manufacturer and ovide no less than 4 fasteners er strt shln le. DECAY AREA SLIGHT TO MODERATE 51MP50N "W" I'-4" 1 Na111ng requirements are based on wall sheathing nailed 6"on center at the panel edge. If wall sheathing Is nalled WINTER DE516N TEMP 11 CONNECTORS ® 16" O.G. 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members U.N.O. "X4" shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. zl^hen wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be ® REFERENCE �I reduced to I-I6d nail per foot. I I R302A Wall and celltng finishes L not Including trim, door, and window frames shall have if CIA`4 ROOF �r=7AL a flame-spread classification of not greater than 200. Wall and celltng finishes shall ` 40 have a Smoke-developed index of not greater than 450. 7 I �. ROOF A/ O.J I" = I'-O" U.N.O. R302.14 Gombusttble Insulation shall be separated a minimum of 3 Inches from �I �I® recessed lighting fixtures, fan motors, and other heat-producing devices or I `� I `� separated in accordance with the conditions stipulated in the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the I. All work shall comply with the 2020 International Residential Code for one and requirements of Section N1102.4.5 two family dwellings, the .2001 Wood Frame Construction Manual and the A50E-7-05. R305 Glazing at hazardous locations shall have glazing protection in conformance Contractor shall coordinate any and all Inspections as required to obtain certificate with r308. In general, glazing in all doors and fixed side panels, Giazings less than DOUBLE TOP PLATE of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. blazing within 24" arc of doors in closed 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. &Iazings over Q square feet and less note 5. than 18" above finished floor. &lazing near stairways/Iand►rigs. See complete text of 3. All electric work sha!II comply with the National Electrice Code. Electrician shall R308.4. &lazin for specifics on locations and exceptions. obtain fire underwriters ,certificate for all electric work and shall submit to owner. g p p Provide all outlets and junction boxes requi^ed for all appliances, pumps, equipment, R3o8b Skylights and sloped glazing shall comply with this section and have fully HEADER etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. Jacks, T.V. cable Jacks, etc.. with owner as required for the full installation and satisfaction of owners requirements and code compliance and shall provide same. R3061 tiara a openin protection and se aration required to be as noted and in Architect Is not responsible for electrical designs for this protect in any capacity. conformance with R304 &arage floor surfaces shal be sloped to facilitate the - FULL HEIGFfT 4. All plumbing work shall comply with the National Plumbing Code, and all local codes. SCUD movement of liquids to drain toward the main vehicle entry doorway. z Contractor shall review with the owner the requirements for plumbing installations Including but not limited to fixtures, trim, occessorles, etc. and requirements for water R310.1.1 All emergency escape and rescue openings shall have a minimum net clear service and domestic hot water. Architect is not responsible for any plumbing systems opening of 51 square feet. 24" minimum clear opening height, 20" minimum clear JAGK STUD HEADER TO STUD: In any capacity. Contractor shall provide sanitary system In accordance with the opening width, 44" max still height. BY 51MP50N L5TA21 CONNECTOR owners approved site plan and shall coordinate all inspections required for approval W/ 16-I00 FASTENERS I- x 18 GAUGE 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention RE5PON51BLE FOR THESE INSTALLATIONS. JOIST BY SIMPSON of same. And surveys indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, 6UARD5 SHALL BE INSTALLED IN FULL STEEL GOLIED a Contractor shall provide surveyor with Information s required. CONFORMANCE WITH THIER RESPECTIVE CODE 5EGTION5. ARCHITECT 15 NOT TYP. FLOOR STRAP NO. G518 M and Building Code, and Energy Code. Contractor shall review all mechanical systems UNDER J0I5T(12" LlOW SILL with owner for type of system to be provided (I.E. oil, gas, or electric hot water or R311.7 Stairways shall not be less than 36 inches in clear width at all points above the END LENGTH) 16" E U < air, etc) including air conditioning requirements. Architect Is not responsible for permitted handrail height and below the required headroom height. Handrails shall not O.G. r - UJ heating or air conditioning systems In any capacity. protect more than 4.5 Inches on either sldeof the stairway and the minimum clear STUD TO PLATE: v , 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrall height, Including treads and landings, BOX BEAM. SIMPSON "HDU5" UPLIFT ^w Q proceed with any of the work. shall not be, less than 31.5 inches where a handrail is installed on one side and 27 MATCH FJ CONNECTOR W/ R" DIA. I--I 7. All site work Including sanitary system, utilities, easements. setbacks, elevations, Inches where handralls are provided on both sides. The maximum riser height shall be H O Z Q drainage, retaining walls, etc. shall be In accordance with a site plan prepared by the 8.25" and the minimum tread depth shall be 4" In conformance with R3142. Minimum TYPIGAL AT GORNERS owners surveyor. The Architect is not responsible for site designs of any type In any headroom 6'-8'. All stairs shall be. provided with illumination to accordance with OF BUILDING AND AT j I < capacity. Section R303.4. Enclosed accessible space under stairs shall have walls, under stair BOTTOM PLATE ENDS OF SHEARWALL5. w f 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. v �the type of work being performed. All contractors shall maintain liability Insurance and nn// workers compensation insurance In connection with all work being performed In R311.7.8 Handrails having a minimum and maximum heights of 34 inches and 36 inches, L_ \J O project. respectively, measured vertically from the nosing of the treads shall be provided on �i cf. All materials, Bysterrs, equipment, fixtures, etc. shall be Installed in strict at least one side of stairways. All required handrails shall be continuous the full F I `� AL FRA I '�I`O r�) 7A I L ram- O Z compliance with the manufacturers written speclficatlons and installation Instructions length of the stairs with two or more risers from a oint directly above the to riser I �" Including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be r-LOO TO FLOOR � I A I L 10. All contractors shall warrant their work in writing to the owner for a minimum returned or shall terminate In newel posts or safety terminals. Handrails adjacent to I" = I'-O" `J LU period of two years. a wall shall have a Bpce of not less than 1.5 inches (38mm) between the wall and the I" = I'-O" O _j 11. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handralis shall have a circular cross section of 1-I/4 O � for construction means, methods, techniques" sequences, or procedures, or for safety Inches minimum to 2-5/5 Inches maximum. Edge radius of 1/8". programs In connection with the work or for acts or omissions of the contractor, Q LU subcontractors or any person performing any of the work, or for the failure of any of R312 Guards are to be a minimum of 36 Inches ((114mm) In height. Open sides of stairs _ them to carry out the work in accordance with the Intent of the contract documents in with a total rise of more than 30 inches above the floor or grade below shall have tV that sold responslbilty Is the sole responsibility of the contractor. 12. All exterior doors, roofing shingles, trim, siding, etc. Shall be reviewed and guards (each side) not less than 34 Inches in height measured vertically from the TYP. ANCHOR BOLT: i nosing of the treads. (second story guards are b recommended to e higherJ 5/8"DIA. 48 ° " O.G. TYP. HOLDOOWN5. ° approved by owner. flooring, tile, etc. shall be COORDINATE PLACEMENT BY SIMPSON, HD2A CONNECTOR W/ 13. All Interior finishes including but not limited to walls, ooring, R314 Single and multiple-station smoke alarms shall be. Installed In each sleeping W/HOLD DOWN BOLTS. VERIFY 14-5053 5GREW5 (OPT) AND EXTENDED I reviewed with and approved by owner, h L�l O °° room, outside of eat separate Bleeping area In the immediate vicinity of the BOLT TYPE,EMBEDMENT,REBAR - Z 5/8 BOLT FROM END WALL 14. All miscellaneous Interior Items including but not limited to doors, trim, fireplaces. closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and bedroom, on each additional story of the dwelling, Including basements. The alarm ETC. BEFORE GON5TRUGTION 01 (SEE FND. PLAN FOR LOGATINS) o O z 0 devices shall be interconnected in such a manner that the activation of one alarm will approved by owner. activate all of the alarms in the individual unit. The alarm shall be clearly audible in all TYP. SUB-FLR. - TYP. SUB-FLR. o I = 17- 15. Where existing walls, posts etc. are removed It IB the responsibility of the bedrooms over backround noise levels with all intervening doors closed. All smoke TYP. F.J. TYP. F.J. a contractor to provide temporary support, shoring, bracing, etc. as required. alarms shall be listed and installed in accordance with the provisions of this code I- " x 18 GAUGE STEEL and the household ftrewarning equipment provisions of NFPA I 72. GOLIED STRAP WRAPPED 1-4" x IS GAUGE STEEL R315 Carbon monoxide alarms shall be installed outside each separate sleeping area UNDER SILL AND OVER / GOLIED STRAP WRAPPED pQ99[(V#0- 252q in the Immediate vicinity of the bedrooms. More, a fuel-burning appliance Is located I EAGH STUD W/ 12 MIN. I UNDER SILL AND OVER within a bedroom or Its attached bathroom, a carbon monoxide alarm shall be STUD BEARING. NO. G518 EAGH STUD W/ 12" MIN. installed within the bedroom. Carbon monoxide alarms shall be listed in accordance BY SIMPSON STUD BEARING. NO. G518 e o ° PROJECT5-232ci LIVE DEAD UL 2034 and UL 217. I ( Y SIMPSON �Q� ��d�° R-30 INSUL. R-30 INSUL. N-I.DW6 30 10 ROOF : 5NOw LOAD' R7023 A vapor retarder are required on the Interior side of frame walls in Climate W/VAPOR BARRIER UP W/ VAPOR BARRIER UP PER �12 PITCH • •. . Zones 5, 6,7, 8 and Marine 4 with the exception of basement walls and below grade _ Z • • _ 40 10 DECKS / PORCHES a a z p e ° portion of any wall. d� y #° 40 IO ROOMS OTHER THAN 5L.EEPIN& ROOMS TYR FND. / FT6. GRAPE TYR FIND. /FT6. • SLEEPING ROOMS R80 T•i Attic access. An attic access opening shall be provided to attic areas that a < GRADE 30 10 exceed 30 square feet and have a vertical height of 30 Inches or greater. The 20 10 ATTICS WITH 5TORA&E rough-framed openinh shall not be less than 22 Inches by 30 inches and shall be EXP. JT. ° PITCH FINAL GRADE EXP. JT. located In a hallway or other readily accessible location. A 30-Inch minimum AWAY FROM WALLS TYP. L-APITCH FINAL GRADE 10 10 ATTICS WITHOUT 5TORA&E unobstructed headroom in the attic space shall be provided at some point above the 4" 3500 P51 GONG. 5L AWAY FROM WALL5 TYP. access opening. See Section M1305.1.3 for access requirements where mechanical equipment is located in attic. RI001.1 Masonry chimneys shall be constructed, anchored, supported, and reinforced m m as required In this chapter and the applicable provisions of Chapters 3, 4, and b with 2"x4" 211x4" applicable clearances to combustibles and firestopping. KEYWAY e. •d KEYWAY I" = 1'-0" FOOTIN om[EmF m°0 2 of 6 OEN RAL. REMOVAL. NCT 5: dimprp ao Tmmmo L%am. Le1QMMEW I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPIN6, WIRING, GAS LINES, PLUMBING LINES, ETC. THAT ARE �p R-3 R-I _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ __ _- —I AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES 21� R( �nlOo ME G°WIEHINI R-3 - - - - - - SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE mWIENNE° o 9 mu �T ° o� ri-- TI- PROVISIONS PRIOR TO PROGEEDIN6 WITH DEMOLITION WORK. 63�o 171�ll 00�4 II DOWN II R 2-ANY AND ALL REQUIREMENT5 INGLUDING BUT NOT LIMITED TO 05HA AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR I I I I I I I R-12 DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK ❑ 5TORA6E I I ( PERFORMED IN CONJUNCTION WITH THIS PROJECT. MILD R-I I I 3.GONTRACTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS I I I PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE _ REMOVED A5 PART OF THIS PROJECT, CONTRACTOR SHALL PROVIDE I J� TEMPORARY BRAGING UNTIL NEW WALLS OR 5UPPORTIN6 MEMBERS R-2 R-2 R-6 ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE J R-& I R-61 EN6INEERIN6 SUPPORT MAY BE PROVIDED AS PART OF NEW R-4 - - - -J I I CONSTRUCTION. 4.GONTRAGTOR SHALL VERIFY AMOUNT OF EX15TINO WALL FIN15HE5 TO F BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO I III I I R_I BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, PANELING, ETC. u III III I B1=DROOM #3 BEDROOM #2 � 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE SITE SHALL BE R-& LEGALLY DISPOSED OF BY 6.G. KITCHEN DININGNQ ROOM &.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN AGORDANGE WITH THE PROVISIONS OF THE NATIONAL PLUMBING II IL e II I R_g R-8 R-8 R-8 I CODE AND ANY AND ALL LOCAL REQUIREMENT5. LJ n n ❑ R-6 I n R-2 R�2 7- ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN U lM v m❑ R-I ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC R-& I _ _ I R-2 R-I CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. 6-16-23 ISSUED FOR OWNER I- - - -� - - - - R-1 I I R-3 B.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY 4 ALL UTILITIES, REVIEW REF. i PIPIN6, CONDUITS, THAT IS AFFECTED BY THEIR WORK.- - - - -� R-3 R-Q � R-4 R_11 I R I R-I I I q.CONTRACTOR SHALL COORDINATE w/ OWNER THE REMOVALS OF 6-2�-23 ISSUED FOR PERMITS L4 — — —R-I EXISTING ITEMS THAT OWNER MAY WISH TO RELOGATE/REUSE. GON5TRUGTION I I I DOWN I I ,{ \\ // �� R-3 �ry R-6 I I I R-8 R-I R-I R MO Y A L L=A I�l: J L _ — _ _ _ R-10 - - R-3 R-10 - - R-I REMOVE AND DISCARD EXISTING WOOD FRAMED WALL AS INDICATED R-10 R-3 I INGLUDIN6 BUT NOT LIMITED TO ANY AND ALL ELECTRICAL DEVICES, R_3 - - -I - - �04 R_2 MECHANICAL, PLUMBING, GYP. BO. 4 MISC. FINISHES ETC. - - �(2)�x68 REMOVE PORTION OF WALL TO ALLOW FOR THE INSTALLATION OF NEW - - I R-1 III R-2 WINDOW. III - - R-5 �I ( I R-I R_3 REMOVE EXISTING DOOR, FRAME 4 HARDWARE SHALL BE REMOVED F - - - - - AND DISCARDED. T —III I LIVIN6 ROOM R-& — — _ J LR-1 UP I I R-II R_8 III _ r - I MASTERR� II R-4 EXI5TIN6 KITCHEN CABINETS, COUNTERS, APPLIANCES SHALL BE / R-II BEDROOM REMOVED AND 015GARDED IN THEIR ENTIRETY.R-3 I I I I R 3 I 1 R-6 I I I I I R-8 FR---5-1 EXI5TIN6 CLOSET SHELVING AND RODS SHALL BE REMOVED AND I I R-2 III I I BATHROOM I I I I DISCARDED IN THEIR ENTIRETY. II R_6 L - - - - - -I R-6 EXISTING WINDOWS SHALL BE REMOVED AND DISCARDED IN THEIR II FOYER I ( III �11 R_g - - I ENTIRETY. PREPARE ROUGH OPENINGS FOR NEW WINDOWS AS PER WINDOW SCHEDULE. EXI5TIN6 PLUMBING FIXTURES SHALL BE DISCONNECTED, REMOVED AND R-6 R-3 R-6 R-T DISCARDED IN THEIR ENTIRETY. R-10 R_g EXISTING FLOOR FINISH SHALL BE REMOVED AND D15GARDED IN THEIR R-10 O ENTIRETY. PREPARE A NEW 5UB-FLOOR FOR NEW FLOORING AS SELECTED BY OWNER. R-q EXI5TIN6 BRICK CHIMNEY TO BE REMOVED AND DISCARDED IN ITS ENTIRETY. 5 7 FLOOR M O X A L FLAN L A ,I��1I � �®N� FLOOR J jI`_/If,OVAL FLAN L A REPLACE SIDING d TRIM SHALL BE REMOVED IN THEIR ENTIRETY. R-10 PLAGE DAMAGED / ROTTED SHEATHING A5 REQUIRED WHERE REQUIRED. SCALE: 1/4" = I'-O" R-II EXI5TIN6 DAMAGED 5013FLOOR SHALL BE REMOVED 8 DISCARDED WHERE REQUIRED. REMOVED TO STRUCTURAL STABLE FRAMING. 11) III R-12 EXI5TIN6 ROOF FRAMIN6/5HEATHING t ROOF 5HINGLE5 SHALL BE REVIEWED t DISCARDED IN THEN ENTIRETY. Q z "CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF 4"� NEW WORKANY • CONSTRUCTIONNO I 5 NECESSARY To LETS CONTRACTOR SHALL BE RESPONSIBLE FOR THE W REMOVAL LIMITS OF ALL EXI5TIN6 CONDITIONS THAT INTERFERE U Lu WITH THE CONSTRUCTION OF NEW WORK. In 2" I3 I ram, ^I/ CQ LAV. I i 1 1/2" 1 1/2' WGn- I TI B„ I 2Nt�. FLOOR I— 211 -_ I _ 2" O r CV O 12" I 1 1/2"I I I i 3I L I I I/2 AV. I I/2" I i I/2" I KITCHEN C� O WASH I I SINK �nr] 00 I I Pfl DW _ we I 157. FLOOR a � a I G.O21 3" I 3" G.O. TIE INTO EXI5TIN6 5GH0 pG30dCC�4#o 232�t APPROVED SANITARY 5Y5TEM. G.O. HOUSE TRAP PROJEGT5-232a A-2.DW6 DG3Ga���MC�#o 5ASEMENT SUM IO I I �R1�1 LE: 1/4" = I'-O" wim'T man 5 of 6 �fi�AM i N� NOTES: , I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXP05URE I. 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR. EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGE5 OF PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE AND NAIL PLYWOOD m. mmmo mam. SUBFLOOR TO FLOOR JOISTS. MEMO VIEW IEW 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL 2V5 QOQIYIOO mE MWIMIE HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS 5HOWN ON G-3(cc]wEnrm[E° 0 9 mu � ° 0 9 DRAWINGS. 6NJ�o�LS[I o� e e 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND 201-611 20'-I I/2" FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-0" O.G. 3'-4 3/4" 5'-10 I/4" 5'-5 3/4" 5'-2" PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. ° 2'--2" 2'-6" 15'-Q" 6. DOUBLE FRAMING AROUND OPENIN05(skyllght5,stalrs etcJ OR A.5 W-10" PROVIDE A VINYL ----------- PROVIDE NO. STEPS 2"x8" P.T. LEDGER W/ �" RAILING SYSTEM A5 ------- RAILING TO CODE NOTED ON DRAWINGS. 14" DIA. 3500 P51 5ELEGTED BY OWNER -------- 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS x 4 �" LAG BOLTS ® I6" „ GONG. FOOTING MIN 36" O.G. STAGGERED 5 r _-- ___-- , 5 BELOW GRADE - ------- SEL D BY OWNER A5 8 _ " x 6" WD DEGKING B OR AS NOTED ON DRAWINGS LINE OF STOOP ABOVE 3500 P51 GONG. FOUND. WALL TO ,., r..• ---- - EGE DROP T.O.W. 8 AT . --••••'''•"�`���'• '� -'�•" 5 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH •'•~': -- D METAL GONNEGTORS BY 51MP50N OR RATED GALVANIZE O j: a' BE b" THK. x 6'-4 " IN HT. (MIN 36" ,-:.:::'`•:' ----- 5 'f DOOR LOCATIONS - - APPROVED EQUAL. .... ; , i Q-= BELOW GRADE) W/ (2) #5 REBAR ...::• .-:•;•'�,,: : (VERIFY W/ GRADE) p i B , :. :•;-': .., ~. ' FINAL KITCHEN LAYOUT LOWER ROOF a. PLYWOOD SHEATHING TO BE NAILED WITH bD ® 4" O.G. r TOP 4 BOT. ON CONTINUOUS FTC. < .. i x i -5 ,� `: = : E SHALL BE BY OTHERS BELOW i PROVIDE 5/8 x I6 A.B. 0 4-O EXTERIOR EDGES AND 6D ® 12 O.G. INTERMEDIATE. : .. •. - - - O.G. REFER TO A-1 FOR DETAILS. ' '' _ ---"� 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND :. .:.. .; ;.... '..'.:`. ; ::•:..,:.':. ;:•..r..''.:•: .: : .• .. .:.,•:: :.<.;..• :: DO STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS TORS BY I -- EXHAUST HOOD "51MP5ON" OR APPROVED EQUAL. - - - - - - 14'-o I/2" - - - - - � y' 8R � � DUCTED TO 11. ALL PRE-ENGINEERED R A " 4. PROVIDE MIN. 2" 3500 P51 RAT _ SLAB ON 6 MIL VAPOR BARRIER LINE OF EX15T. i�I N GOAT EXTERIOR IN LUMBER SHAH BE TRUSS JOIST" TJI - LOWER ROOF BELOW SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL :; I AT NEW GRAWL SPAGE. 5TRUCTURE TO BE HOOKS/ ACCORDANCE LINE OF EXIST. = I : . pi Q I REBUILT (SAME `t, O GUBBIES I TO THE 20'-I I/2" JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STRUCTURE TO BE I i p I I ' I STIFFENERS INSTALLED AS PER MANUFACTURERS REBUILT (SAME � P_ROP05ED FOOTPRINT) � �p � R.G.N.Y.S 5'-2" G'-a I/2" 5'-2" I '? I GRAWLSPAGE (I) I ( SECTION MI503 n n FOOTPRINT) I ry ( I RECOMMENDATIONS. WEB 5TIFFENER5 SHALL BE REQ'D AT ALL 0��v °° G G LOAD AND BEARING POINTS AT A MINIMUM. A 51NGLE 1-3/4" LVL DRILL GROUT W/ #5 REBAR 12" (2)1j"xa4" LVL i _ 1 6-16-23 ISSUED FOR OWNER - - _ RIM JOIST SHALL BE REQ D AT FLOOR PERIMETERS. HANDLING, ? . - O.G. INTO EXISTING FOUNDATION - J UP tt i i STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER REVIEW P05TD iKITCHEN I 70, MANUFACTURERS RECOMMENDATIONS. 6-21-23 ISSUED FOR PERMIT (EXI5TJ LINE OF EXIST. p 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 4 CONSTRUCTION I I STRUCTURE Z5 - - - MACHINE BOLTS ® 12" O.G. LINE OF EXIST. GRAWL5PACE LINE OF 5TRUGTURE AGGE55 (3bx5O) A 1 BATH REF' A m SPLAY 13. PROVIDE FIRESTOPPINC AT ALL LEVEL PENETRATIONS. GEILING -5 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGIN& NOT TO EXCEED PROVIDE 4" 3500 I _ _ 6'-O" - P51 GONG. SLAB r END PANEL TO MAT H i BEDROOM #3 u' BEDROOM #2 O I m CABINETS i (q'-019 mi-O") GLOTHE5 DRYER SHALL BE EXHAUSTED IN FOUN�AT I ON �(OTS: 3 �" STL. COL. (5GH.40) I ACCORDANCE TO G LAUNDRYR '� p - B a i �5D OSp B EXIST. 2x8 R.R. ON 24"x24"xl2" P.G. MANUFACTURER _ a �A, I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 TSF ®Ib D.G. I FTC. W/#5 REBAR ® 6" 5PEGIFIGATION5 AND _ 0 '� _ '� '� '�' BEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION,. O.G. EAGH WAY. I R.G.N.Y.5. 5EGTION M1502 n , 6'�° 5'-II�1/2" 14'-I I/2" m p W O m D - m O O , - 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE zt DINING ROOM i IN PLACE, PUMP AS REQUIRED. 3. GON5TRUGTION JOINTS IN FOUNDATION WALLS SHALL BE NO �, � ) i i i i i PULL DOWN i MORE THAN 50 FEET APART AND NO LESS THAN 4'- 0" FROM ANY cV ul - _ ATTIG 5TAIR5 di ' D i p PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH N i i i i i I GON5TRUGTION JOINTS. DO NOT USE HORIZONTAL GON5TRUGTION O `r CO x EXIST. 2x8 R.R. ml OSD i JOINTS. m ------ A 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLAGING m _ I m W b" O.G. I u, (2)2xb F 4x4 POST ------ METHOD (MAX. WIDTH 50 FT. BY INFINITE LENGTH) WITH CONTROL - :0�0 d0 OSD i G JOINTS (SAW GUT) MAX. 30'- 0" O.G.; CONSTRUCTION JOINTS SHALL BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF X -i 05D ------ 25"POCKET i PLACEMENT. ------ 1L DOOR = 8"Ab" VENT BY AIRVENT ING. PLSL COLOR TO BE GRAY (TYP. 4) ------ �� yi N ------ w i_ ° - i I '�' I ------ �' � LIVING ROOM `t � ------ ,� MASTER i O - �7 t i - BEDDROOM 3 " 5TL. COL.�(5GH.40) GO FrGING!NO MU FOUNDATION ON -- _- x ®U I�11� I ® I�l®� ON 24 x24A x12 P.G. - p - FTC. W/#5 REBAR ® 6° UP 2)2x8 F.J. �*Q i'�, LINE OF i SPLAY O.G. EACH WAY. I O 13R I N � I m GEILING B_ 3=ND./ ETCH.: b THICK GMU FND. WALL (or P.G. WHERE NEW) w/TYP. ANGHOR BOLTS, RA A _ _ p° i m ON CONTINUOUS 16"w. x 8"d. P.G. FOOTING; TO A MIN. DEPTH OF 36" d ' BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR SOIL w/ MIN. I TORN m 2'-3" 1 16-10 1/2" 1 PER 5.F. BRG. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - �' GONTINUOUS AT TOP t BOTTOM OF WALL AND/OR IN FTC. w/ MIN. 3" COVER. W-3 1/2" [I'-6 3/4" 41 1/2" 51LL/TYP. ANCHOR E30LT5: Ln i ------- --- 2-2"x 6" (or 1-2xb MIN) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL w 0 i i 2"x8" P.T. LEDGER W/ 4'-3 I/2" 5' I/2 ----. _--- ---5'-a 4'-3 I/2" 20'- I/2" K1 PLATE, (PROV. TYP. SILLIWALL TIES WHERE REOV) OVER TERMITE U O i x 4 �" LAG BOLTS ® lb" -- -- - s „ „ LOWER ROOF SHIELD AND SILL SEALER w/ /e d►a. ANCHOR BOLTS (7 MIN. EMBEDMENT .'... 0_= :••; O.G. STAGGERED - 20'-I 1/2" - _ BELOW AND 3"SQUARE WASHERS) ® 3b"o.c. � 28"o.c. WITHIN b FT. OF CORNERS - y ;, LINE OF PORCH ABOVE __._...._-_._..._____-__ ... _ AND 12" MAX. FROM EACH END OF SILL PIECE. GOORDINATE w _� i `•'•" �j ® �� � � x 6 WD. PECKING A5 _ ____ ___ ------- - ------ PLACEMENT w/HOLD-DOWN BOLTS, AS REQ V. TO CONNECT TO I'-5 4'-0" 1'-5"14" DIA. 5500 P51 __- SELECTED BY OWNER SHEARWALL STUD BRACKETS. (SEE DETAILS). GONG. FOOTING MIN 56" - -- H O BELOW GRADE PROVIDE A VINYL 'Cr ----------------- RAILING SYSTEM A5 SILL/WALL TIES: C!� u SELECTED BY OWNER REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 51MP5ON G520, W PROVIDE WOOD STEPS (20 Gage), 1 1/4" STEEL STRAP TIES 0 16"oc (AT EA. STUD w/MIN. b- 8d 7 0 $ RAILING TO CODE NAILS, EA. END) WRAPPED UNDER 4 UP INSIDE FACE OF SILL, GUT TO ^/ v LENGTH AS REOV. (5EE DETAIL) Z , D I I I I I HOLD-DOWN BOLT: w t- O c, A 5 � I �►T Fl�A I I ®® I ® I ®® I ANC51MHOR HOR LAR T5HEARWALL SEGMENTS.O TYP. ANCHOR BOLT, (SEE STND DETAILS .XCEPT SPACED AS .CONTRACTORS j n_ Z ( ) pq v < SCALE: I/4" = I'-O" � SCALE: I/4" = I'-O" SCALE: I/4•" = I'-O" MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GONST.) TO INSURE ALIGNMENT OF BOLTS 4 STUD BRAGKET5. OPTION: (IN5TEAD O < _j OF H02A'5 4 B0LT5): USE STRAP TIE HOLDOWN, 5IMP50N 5THD10 CL EMBEDED IN FND. WALL $ EXTENDED UP OUTSIDE FACE OF WALL AS � REQV. [SEE FLOOR PLAN FOR 5HEARWALL SEGMENTS]. �J O GONGRETE: N O ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) i /� P 5TRENCTH OF 3000 P51, EXCEPT USE 3500 PSI, FOR ALL EXTERIOR o0 5OUARE f'CCT eES: USES; INCLUDING GARAGE SLAB, ETC. [� NOTE : ,� � N� : AI M20A 5CHEPULE: 9 o 00 FIR5T FLOOR = 694.31 S.F. NEW b" 3500 P51 CONCRETE MARK AMERIGAN GRAFT5MAN QTY ROUGH OPENING UNIT DIMENSIONS /� @ O I. PROVIDE GRANT-SPAGE VENTILATION AS PER CODE (I5F PER 150 5.F) 5EGOND FLOOR = 566.02 S.F. ''` ''' ''` '- ` FOUNDATION WALL 10 5ERIE5 CONCRETE NOT�5: BASEMENT = 210.7" S.F. a 2. GRAWLSPAGE (1) GRAWL5PAGE = 2g5.24 5.F. O 24310 5 4'-1 " x 2'-5 4'-0 " x 2'-6 " A. 67.'1a 5.F✓150 = 56 S.F. REQUIRED EXIST. WOOD FRAMED WALL 1. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-9a; B. USE (U 8 xib VENT - .8a S.F. > .56 TOTAL HABITABLE SPACE 1,260.33 S.F. TO REMAIN. +� OB 3046 3 4-a x 3'-2 4-b x 3-i CONCRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINE D. PR@0 R@U#o 252G[ 3. GRAWL5PAGE (2) ----------- EXIST. WOOD FRAMED WALL OG 2032 6 �-5 x 2�-2 3��4 x 2�-3 1 SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. A. 282.50 5.F✓150 = 1.88 S.F. REQUIRED �� �� �� �� ----------- TO BE REMOVED 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE B. U5E (3) b"xlb" 'VENT = 2.67 S.F. > I.b8 O 2446 5 4'-a " x 2'-5 " 4'-8 " x 2'-b " INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM (��e � ��d�o PROJECTS-232a NEW 2"x4" HD FRAMED O 2832 I 3'-5 " x 2'-10 3'-4 " x 2'-a A-615 GRADE 60. A-3.DWG WALLS ® I b" O.G. w/ I/2" 3. TEMPERATURE REINFORCEMENT, 5PLIGES, 5UPPORT5 FOR C.W.B. EA. 51DE REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-515 WINDOW NOTES: 4. CONTINUOUS REINFORGEMENT5 SHALL BE LAPPED 45 1. ALL BOTTOM OF WINDOW HEADERS SHALL BE DIAMETERS AT 5PLIGE5 AND CORNERS AND HOOKED AT NON 05D SMOKE DETECTOR 6'-b" UNLESS NOTED OTHERWISE. 2. PROVIDEIDE JAMB EXTENSIONS A5 REQ'D FOR 6" CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE55 WALLS. OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL r-G-0-1 CARBON MONOXIDE 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO BE IN ACCORDANCE WITH AGI SP-66. (88) DETECTOR ORDERING. 4. GONTRAGTOR SHALL COORDINATE AND VERIFY 5. PROVIDE TWO #5 ALL SIDES FOR OPENINGS IN GONGRETE ALL ROUGH WINDOW OPENINGS AS PER WALLS UNLE55 OTHERH15E NOTED. EXTEND BARS 2'-0" BEYOND EXHAUST FAN MIN 15 GFM MANUFACTURES 5PEGIFIGATION5 WITHOUT OPENING; HOOK ENDS. EXCEPTION. 6. PROVIDE 51 FEVE5 AND BOX OUT FOR OPENINGS FOR (8>'-311) CEILING HEIGHT '" INDIGATE5 ECRE55 WINDOW MEGHANIGAL TRADES. OPENIN65 SHALL BE PLACED 50 AS NOT TO AFFECT THE STRENGTH OF STRUGTURAL MEMBERS. 2G EEU a0o83 4 0f dG�� LQo mmm,, Lru. . LaG�C�G�l�4CC�4 ��� MLIAM)m MIME RIDGE VENT RIDGE VENT G3ccoM�IC�,G73G��7m e o g MZ"I °m �NJ tI o U LS(I°Q e e 40 YR. ARCHITECTURAL 6" FA5GIA WRAPPED ASPHALT 5HIN5LE BY IN WHITE ALUM GERTAINTEED. COLOR -----_._-- _ ----- _ 40 YR. ARCHITECTURAL TO BE SELECTED BY A5PHALT 5HIN61 E BY OWNER. _. ._. _. --_ _-_.___----._-- 12 GERTAINTEED. COLOR --- --- ---- ------ -7 (EX15T) TO BE SELECTED BY ------- - OWNER. 6" FA5GIA WRAPPED --------------- - - -- ----- IN WHITE ALUM _ VINYL 51DIN6, COLOR _---_ - - - -- - - - - - -- BUTTE (NOT 5H0 ) VINYL SIDING, COLOR - -- -- ❑ - - ----- _._ _. WHI UND TO BE 5ELEGTED BY - ---- R. WN TO BE SELECTED BY OWNER. --- -- -- -- - - ------- - --- - --- - ---- -----PROVIDE BLIND ---- OWNER. ��4 -------------- - _ -- -- -- - _ VINYL LINEALS AT - ---- A --._ -- - - O ------------ W NDIOWS LINEALS AT i �- ---- ------ --- - - - ----- ----- - 12 PROVIDE WHITE -- ------ ----_]4 ALUMINUM LEADER ------------- ---- - -- --- -- -- ----- i - _- - ----- ----- ---- --..-- - - _. -.. - INTO STORM DRAIN --- ---- -- -- -- - PERMANENT COLUMN VINYL CORNER _--_ -_-- -----____-- -- ---------------- - --- 4" VINYL CORNER 4 - - - „ A5 5ELEGTED BY -------- - -- --- -- _--_-_ -- -_.-- --- - - TRIM COLOR TO ---- MATCH SIDING OWNER - ----— --- -- . .. - - - -— ---- MATCH 51DIN5 REVIEN - - — - - - ---- ------- -- - OR PERMIT - - ---- - ----- - -- -- --- _ 27-23 ISSUED F 5 - - -- — - - - — VINYL RAILING AT A - ------- -- - - ----------- CONSTRUCTION - -- - A O -- MIN 36" HEIGHT AS - - -- ------ ---------------- -- --- PER GODS -- - --- --- - - ----- ----- ZA - - -- - ---- -- - -----L-2 6RADE ORADE C-7PArP?;*,E ORAPJ�. WOODEN I I I I I 5TAIRCA5E I I I I I I I I I I I I i I I I I I L-———————————————————————— ------------------ L-- -----------------I-__rI L_�- I I L-r�--1 I I L_T I - I I L-,- 71------------------ L— --------------------� RIDGE VENT RIDGE VENT n 40 YR. ARCHITECTURAL 6" FA5GIA WRAPPED A5PHALT 5HINGLE BY -. ---.-- IN WHITE ALUM GERTAINTEED. COLOR - - 40 YR. ARCHITECTURAL TO BE 5ELEGTED BY - __ - -�a.— ASPHALT 5HIN6LE BY 12 CERTAINTEED.COLOR - OWNER. ---- -_--.--- _ -- -- � (EXI5Ta TO BE SELECTED BY---- - - - -- - ---- - -- OWNER. (� -- - -- -- ---- _------ ------------- 6" FASCIA WRAPPED - -- -- -- --- - - -- ---- - IN WHITE ALUM( __ - - - - ___-- WINDOWS 5UTTER.(NOT 5HOWN) - --- - _-- - -- - - VINYL 51DING, COLOR VINYL SIDING, COLOR . ---- -- - ❑ - - - ELE ~ TO BE SELECTED BY - -- --- - ---- - -- - -- - - - - - - O BE WNE GTED BY - ---- --- - - - - p R5 OWNER. - -- ------- - - 4 VINYL LINEAL5 AT - - - �-- - O - - - -- O -- WINDOWS - - - PROVIDE BLIND - --- --- O - 0 W - --------- ---- - - - - - - - FLASHING L�12 INTO STORM DRAIN ---------- _-- - ---- ^ PROVIDE WHITE __ LU ALUMINUM LEADER — ------- ------ - - 4" VINYL CORNER 4" VINYL CORNER -- ---- ----- - -- - - -- - -- - - PERMANENT COLUMN TRIM COLOR TO TRIM COLOR TO - - -- MATCH 51DIN5 MATCH 510IN5 - - - ❑ - - - -- OWNER [ , -- _- ---- G - G - --- -- --- --- ----- -------- - - VINYL RAILING AT A i i _ _j ------ -- ------- - HT A5 130 PER O � m - - - .----- - --- ---.---- -------- - ----- ------------ ____ GOD � O WOODEN I STAIRCASE I I I I I i I I I pR@0R@4#° 232Q H.M. ENTRY DOOR I I I I I I I I I --------- BY THERMA=IRONrL -- I I I I I I I -------------I, I I I---------- I I I I I e o PROJEGT5-232a -------------J r I I C�'G1D O=OIL . r--i-r-A-------------------j I I r-IT_-j ------------------��-J L------------------J—J A - 4 ( AKE��T LX A7I0 ��LE�\/�AT I ® I �l .4LE: " UII lm=T LNOo°o 5 of (/ 7)01=10AL N07C-5: EXT. WALL: 2"x4" STUDS @ 16"o.c. AT V HT. w/ R-I5 IN50L. 5HEAT HIN6: 1/2" MIN. GDX PLYWOOD, EXTEND TO COVER FULL TOP, 501E 4 SILL PLATES. THEN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 51DIN6/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). ROOFING: dR�� LQo �LaG�]G�19 L�1a�oGQo RIDGE VENT 2x8 RIDGE BD. ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED BY OWNER) OVER 15 LB. FELT 4 5/4" MIN. GDX PLYWD. SHEATHING. USE 6 SISTER NEW 2"x6" R.R TO EXIST. NAILS PER 5HIN6LE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. RT@ G3MHOO DO MWIEHUIE FROM ALL ROOF EDOE5/BREAK5. ALL FASTENERS 4 FLA5HIN6 TO BE Qodimmi e p 9 my T T o p� 2"x4" RR 16" O.G. TYPICAL. CORROSION RESISTANT. @0 .72w.@ ROOF TIES: PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. &- &d NAILS, EACH n n ❑ END OF STRAP, AT EACH RAFTER @ 16"o.c. USED TO TIE ROOF RAFTERS TO [°� III❑ 12 WALL 5TUD5, BELOW. VERIFY PROPER ALIGNMENT OF 5TUD5 4 RAFTERS FOR CONNECTION OF TIES. ' ATTI G (STORA(5 E) (EX1 STe) MALL TIES: REQUIRED ONLY ON (2 5TORY HT) ROOF SUPPORT HALLS . WHERE UPPER LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ R-30 INSUL. NEW 40 YR ARCHITECTURAL 51MP50N C520 STRAPS @ 16"o,c. USE MIN. 7-8d NAILS, EACH END OF STRAP. ASPHALT SHINGLES OVER 30 (SEE STANDARD DETAILS, DWG. 1). 2X G.J. @ 16"OG LB FELT ° GD PLYWD 51LL/WALL TIES: REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE SIMP50N G520, I/2 GYP. WALL BOARD R-30 BATT 201 SAGE STEEL STRAPS, @ 16"o.c., CUT TO LENGTH AS REGV. FOR'T-Sd NAILS, - EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF , 2x4 TOP PLATE INSUL. I"x6" FASCIA WRAPPED WALL, IN LINE w/ 5TUD5. (5EE DETAIL, DW6. 1) ' / R-30 13ATT IN ALUMINUM T.O PLATE " HEADER: �- INSUL. E ICJ -4 MIN. HEADERS: 5-2"x5" AT 2x6 WALLS, AND 2-2"x5" AT 2x4 EXISTING 2x4 G.J. PROVIDE WHITE ALUM GUTTER TO BE WALLS/PARTITION5, UNLESS NOTED OTHERV415E (U•N.0)• SPANS OF TO BE REMOVED TIED INTO SITE DRAWING (SEE SITE 6'-0" AND OVER, SUPPORT w/ DBL. STUDS, Q'-O" AND OVER;SUPPORT (� EXIST. 2x4 HD FRAME w/TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) 0����❑❑ PLAN T-1 FOR ADDITIONAL INFO EXTERIOR WALL FROM HDR. TO JACK STUDS AT EXTERIOR WALL5 5UPPORTIN6 ROOF VENTED VINYL SOFFIT STRUCTURE' 6-16-23 ISSUED FOR OWNER O DOUBLE HUNG WINDOW BY R-15 BATT. INSUL. FASCIA/ SOFFIT: REVIEW I AMERICAN GRAFTMAN 5EE I"x6" FASCIA w/2"x SUB-FASCIA (AS, NEEDED), SOFFIT: MATERIAL (TBD) w/ 6-27-23 ISSUED FOR PERMITS BEDROOM #5 -1 #2 PLAN FOR SIZE AND LOCATION - PROVIDE BLIND CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. CONSTRUCTION OF ALL WINDOWS FLASHING VER5ATEX TRIMBOARD (or eciOa) AND/OR T46 WOOD TRIM AS SELECTED. j- INCLUDE 6UTTER5 4 LEADERS, AS, APPROVED BY OWNER. 2x4 HD WALL STUD 2x8 LEDGER W/ �" x 4 �" LAG BOLTS @ 16" O.G. NEW 40YR 5UB-FLOOR: ARCHITECTURAL STAGGERED 3/4" THICK, A.P.A. RATED PLYWOOD, ALL E06E5 OVER SOLID BLO6KIN6, GLUE I/2 GYP. WALL BOARD 12 4 NAIL PLYWOOD TO FLOOR J015TS/FRAMIN6. - (VERIFY SPECIFIC ASPHALT SI fiNGLE OVER GDX PLYWD. SHEATHING UNDAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS W/ R-3 RIGID INSULATION L{ � 30 LB FELT � �" GDX PLYWD SELECTED BY OWNER). R-15 BATT TYVEK 4 VINYL SIDING k6 INSUL. " T46 PLYWD AS SELECTED BY OWNER? 1"x6" FASCIA WRAPPED RIM BOARD: 2x4 51LL PLATE IN ALUMINUM AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEU5ER, (LEVEL; USE MIN. I" a-RIM SUBFLOOR T.O 2ND FLOOR R-30 BATT. INSU . /6 HOC BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5; USE IY4" RIM BOARD. ALL IN5TALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 EX15T. 2x8 F.J. @ 16 'oG EL: b'-O 2" 2x6 G.J. @ I6"OG VERT. 5QUA5H BLOCKS (PER JST) UNDER ALL 5EARIN6 PARTITIONS 4 POSTS. VENTED VINYL SOFFIT SMOKE DETEGTOR5: F- T.O WINDOW T.0 WINDOWq�- INCLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH 2x4 TOP PLATE 1/2 6YP. WALL BOARD EL: 6'-8" 1/2 GYP. WALL 130ARD (2) 2x4 TOP PLATEL 6'-8" AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. (NOTE: ALL DEVICES, MAY NOT BE 5HOWN: VERIFY ALL (2) 13/4" x 7 I/4" LVL (2) 2"x6" LOCATIONS, ON ALL LEVELS). HEADER 1/2 GYP. WALL BOARD (2) 2"x8" HEADER AST. 2x8 F.J. @ 16"oc �i BATH K I TGHEN K I TGHEN „ 2x4 WD WALL STUD SILL PLATE /i: 2x4 HD WALL STUD ® I6 O.G. 3/4" T46 PLYWD. FLOOR != 2x4 51LL PLATE 3/4 T$6 PLYWOOD 5013FLOOR MATG 2x4 51LL PLATE R-15 BATT / INSUL. %•/ �% %'' �" GDX PLYWD. SHEATHING 1ST FLOOR rih W/ R-3 RIGID INSULATION TYVEK 4 VINYL SIDING EX15T. 2x8 F.J. @ I6"oG EL: O'-O" (DATUM) 2x8 F.J. @ I6"oc AS SELECTED BY OWNER R-30 BATT XIST. 2x8 F.J. @ 16"oc 2"x4" PRESSURE TREATED SILL m INSUL PLATE AT TOP OF FOUNDATION . W GRADE GRADE R-30 GATT INSUL.GRAWLSP�G� : � GRADE WALL w/ TERMITE SHIELD (, �- e 1� - •A V .EXIST w EX T. GIRDER 3500 PSI GONG. FOUND. WALL TO BE 8" Q 3�" 5TL. COL. (SGH. 40) ON THK. x 3'-0" IN HT. (MIN 36" BELOWBASEMENT 30"x30"xl5" P.G. FTG I^v #5 REBAR ` : • ' ; ' GRADE) W/ (2) #5 REBAR TOP 4 BOT. ON 1 @ 6" O.G. BOTH DIRECTIONS. CONTINUOUS FTC. PROVIDE 5/8" x 16" Lu `z : •' A.B. @ 4'-0" O.G. REFER TO A-I FOR < v I � � (f1 I' 2 DETAILS.GONG. RAT SLAB � l-K_/ Ln �l EXIST. B GMU FOUNDATION Lf> 0 PROVIDE 4 3500 PSI GONG. SLAB EXIST. GMU FOUNDATION Q :D WALL 4 FTC. r0 e °. . ••da ° •'a a .d .a .� °a a L ry 1 a i 50" x 50" x 15" P.G. FTG W/ #5 ' Lu REBAR @ 6" O.G. EACH WAY a00 O � O d S(:ALE: 1/2" = 1'-0" T I SCALE: 1/2° = 1'-0° PRWRCU#o 252cf PROJEGT5-232a A-S.DWG `�G1lRRU a0oo h of 6