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7929
uj c�LO ' s IT A-Y+xxtil 2 alm A Owner: GG ames File M 7929 Address: 515 Third St CD) Code: 13ED Agent Info Dante Apuzzo Do 120 Midwood St Brooklyn, NY 11225 Phone: 917-733-8772 Fax: Email: dwapuzzo@gmail.com 110 4 4 BOARD MEMBERS ��OF S®(/j Southold Town Hall Leslie Kanes Weisman, Chairperson �� �p 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 �C®� � Southold,NY 11971 R� Z �E D http://southoldtownny.gov �lQ 3:2,(O PH ZONING BOARD OF APPEALS TOWN OF SOUTHOLD A U 1 6 2024 Tel. (631) 765-1809 Southold down ClerkFINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 15,2024 ZBA FILE: #7929 NAME OF APPLICANT: Dante Apuzzo PROPERTY LOCATION: 515 Third Street,New Suffolk,NY SCTM.# 1000-117-9-17 SEORA 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 not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 7,158.07 square foot parcel located in an R-40 Zoning District. The property runs 70.59 feet along Third Street, runs 101.49 feet on the North side, runs 70.53 feet on the West side and 101.41 feet on the South side. The property is improved with a two-story frame residence and a shed. All is shown on a survey by Jason Leadingham, L.L.S., last revised April 24,2023. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's February 16,2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at; 1)more than the code permitted maximum lot coverage of 20%; located at: 515 Third Street,New Suffolk,NY. SCTM No. 1000-117-9-17. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to an existing single- family structure that will result in lot coverage of 25.8 percent where town code permits a maximum lot coverage of 20%. The Notice of Disapproval lists the proposed lot coverage at 27.4 percent. which was listed on the architectural drawings submitted by the applicant. However, In a letter dated August 5, 2024, the applicant's representative corrected the proposed total lot coverage at 25.8%. According to the engineered plans received, the existing lot coverage is 16.39%. ADDITIONAL INFORMATION: In support of the variance relief requested, the applicant provided five area variances for lot coverage in the area that were previously granted by the Zoning Board of Appeals. ZBA application #7272 located at 16500 Main Street granted relief for a lot coverage of 28.4% to allow the applicant to build an in- ground swimming pool. ZBA application #7649 located at 2000 Jackson Street granted variance relief for lot coverage to build an in-ground swimming pool at 26.3 percent. ZBA variance #6462 located at 2395 Jackson and Page 2, August 15,2024 #7929,Apuzzo SCTM No. 1000-117-9-17 Second Street granted lot coverage of 26% for a variance to make alterations and comply with FEMA. In ZBA variance #5522 located at 1175 First Street, the ZBA required existing lot coverage of 23.9%to remain. At the hearing one neighbor spoke in opposition to the variance request and his general concerns regarding the over- development of residential properties which were not specifically relevant to the subject application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1, 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 4267-b(3)(b)(1). Grant of the alternative relief for 24% will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. In determining the calculation of 24% the Board looked at the past ZBA decisions cited. Decisions#7272 and#7649 granted larger lot coverage approvals for properties larger than the subject application and were for swimming pools,which are not raised structures. Decision #6462 granted more lot coverage relief because the applicants were now complying with FEMA. Finally, Decision #5522 requested lot coverage relief for 28.7% for a new garage where the existing coverage was already 23.9%. In that decision, the Board was not amenable to that lot coverage increase and thus the applicant agreed to remove the garage proposal and keep the already higher lot coverage of 23.9%. Although there were other decisions cited, the Board finds that ZBA#5522 is more in line with the subject application and thus believes that an approval of 24% lot coverage where the code permits a maximum of 20% is granting relief that is in line with neighboring properties. Additionally, the neighborhood is an older neighborhood consisting of single-family homes on small lots. Non- conformities are common in this neighborhood. The proposed one-story additions are located on the rear of the property and will not be visible from the street. Therefore, there will be no change in the character of the subject neighborhood in which excessive lot coverage is already common. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue,other than an area variance. The applicant could propose additions and alterations as a second story over an existing one-story section of the subject dwelling. However, the house was built in the 1800's and would not be able to structurally support a second-floor addition without extensive reconstruction. Like many dwellings in the neighborhood, the existing dwelling has a non-conforming front yard setback from Third Street as well as a non-conforming setback from the Eastern property line. Therefore, an addition in the rear of the house is the most reasonable and least non-conforming. 3. Town Law 4267-b(3)(b)(3). The alternative relief granted herein is mathematically substantial,representing 20% relief from the code.However,the alternative relief allows the applicant to construct additional first floor living space that will result in a lot coverage that is in keeping with other prior variances for excessive lot coverage in the neighborhood, while building an addition that has a code conforming setback from the front, side, and rear yard of the property and a conforming Gross Floor Area(GFA)and sky plane setback 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and build on site parking so cars do not have to park on the street. The applicant proposes to install an Innovative Alternative sanitary system which will improve adverse impacts from the old sanitary system on the property. Page 3,August 15,2024 #7929,Apuzzo SCTM No. 1000-117-9-17 5. Town Law U67-W)(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 U67-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a one-story frame addition 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 Dantes, seconded by Member Lehnert, and duly carried,to DENY as applied for and GRANT ALTERNATIVE RELIEF for 24% lot coverage. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final site plan, architecturaUengineered plans, and recalculation of lot coverage conforming to the alternative relief granted herein. The ZBA will forward one set of approved,stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a new Suffolk County Department of Health Services approved(I/A) Innovative Advanced Septic System. 2. The applicant shall submit an amended site plan and architectural/engineered drawings consistent with the alternate relief granted of 24% lot coverage. 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 APPROVAL(S) 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,site plan 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 1 Page 4,August 15,2024 #7929,Apuzzo SCTM No. 1000-117-9-17 that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes, Planamento, Acampora and Lehnert.(5-0) slie Kan s Weisman hairperson Approved for filing 1A /2024 GENERAL-- NOTES CONSTRUCTION NOTES WIND FRAMING NOTES IO WINDOW SCHEDULE FRAMING AND FASTENER INFORMATION 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY. I.D. MODEL SIZE (WXH) GRILL MANUFACTURER NOTES MARK LOCATION SIMPSON TIE# INSTALL NOTES INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE 1-114"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW TABLE 3.4 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON A CASEMENT 3'-0" x 5' 3-1/8" 2/2 MLb�XI E'�ESTE 1 ROOF LSTA/15 EVERY RAFT 20 GA-1+"x 15 YORK STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED MARVIfy EILEV�TE RIDGE STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP, B CASEMENT 3'-0"x 4' 7-1/8" 2/2 L t L SS 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-1 x 16 STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY. 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP C CASEMENT* 3'-0"x 4' 7-1/8" 2/2 MARVIN ELEVATE EGRESS LOW-E GLASS SILL 30-5/8"AFF 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE N ELE q g 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-1 "x 21 CONSTRUCTION MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND WITH STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND D CASEMENT* 3'-6"X 4' 7-1/8" 2/2 ML j�E GLPSSTE SILL(EPRE/8"AFF REGULATIONS,ETC.THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. SPECIALTY- " MARVIN ELEVATE LOW-E 4 WALL/BASE PL RSP4-B+M EVERY STUD 20 GA-2 x 4 THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT E 6-11 WIDE VIF NONE GC TO CONFIRM 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. TRAPAZOI D EXISTING CONDITIONS 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: 5 BASE PL/FOUND ELEVATE 0 4'-0"O.C. ADD AS NEEDED VIF. NEW WINDOW IN MARVIN EL RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT F DOUBLE HUNG EXT'G ROUGH OPENING 2/2 LOW-E GLASS ANCHORS CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN VIF. NEW WINDOW IN 2/2 MLRy,INLSATE PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK,THERE ARE NO WARRANTIES FOR LINE WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE G FRENCH CASEMENT EXT'G ROUGH OPENING VVV E L S ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION H CASEMENT 3'-0"x 3' 7-1/4" 2/2 MLG-E E�Es�STE IRC CODE TABLE R602.3(1)-GENERAL 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE I TABLE R602.3(3)-SHEATHING OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN TABLE R802.5(9)-FRAMING-ROOF 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS, VELUX-OPERABLE SOLAR BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. OR LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL I SKYLIGHT 30 "x 30 1/16" NONE TEMPERED LOW-E GLASS PER SPEC 1609.1.1-2015 IRC+NYS 2020 SUPPLEMENTAL DESIGN-WIND 9 WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED J SKYLIGHT 30 "x 30 1/16" NONE VELUX-FIXED PAN FLASHED SPEED IS 130 MPH WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TEMPERED LOW-E GLASS TO TABLE 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 K SKYLIGHT 44 V4" x 45 3/4" NONE LU -OPERABLE SOLAR INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS TEMPERED LOW-E GLASS FOUNDATION NOTES 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS. NAILING SCHEDULE TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF+INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE L CASEMENT* VIF. NEW WINDOW IN M N V TE EGRESS FIELD,AND INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT EXT'G ROUGH OPENING 2/2 -E �C s SILL 28-5/8"AFF 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO ROOF FRAMING:PER IRC-CHAPTER 8 7"O.C.PANEL EDGES AND I O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH M CASEMENT VIF. NEW WINDOW IN 2/2 MLd I��ICEASgSTE WALL FRAMING:PER IRC-CHAPTER 6 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. EXT'G ROUGH OPENING REQUIREMENTS SPECIFIED IN TABLE ONS:b. VIF. NEW WINDOW IN MARVIN ELEVATE 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. FLOOR FRAMING:PER IRC-CHAPTER 5 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: N DOUBLE HUNG 2/2 LOW-E GLASS ROOF SHEATHING:PER IRC-CHAPTER 8 3. PROVIDE 'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. . O DOUBLE HUNG VIF. NEW WINDOW IN MARVIN ELEVATE CEILING SHEATHING:PER IRC-CHAPTER 8 APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE 7. INTERIOR SHEARWALL CONNECTIONS: EXT'G ROUGH OPENING 2/2 LOW-E GLASS WALL SHEATHING:PER IRC-CHAPTER 7 INSTALLED WITH#5 RE-BAR,18"LONG AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE P DOUBLE HUNG EVIF. NEW WINDOWXT'G R UGH OP NIING 2/2 MLG� EGlaSp'sTE FLOOR SHEATHING:PER IRC-CHAPTER 5 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" INCREASED WHEN INTERIOR SHEARWALLS ARE USED,SHEATHING AND CONNECTIONS SHALL BE THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. Q CASEMENT* VIF. NEW WINDOW IN 2/2 ML91 ElaSYE EGRESS 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL 28-5/8"AFF (LAYERS).THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS VIF. NEW WINDOW IN MARVIN ELEVATE 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8xl6 CAST HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN R CASEMENT EXT'G ROUGH OPENING 2/2 LOW-E GLASS IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE PLAN CONTENTS 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT WITH TABLE 3.5. S DOUBLE HUNG EXT'G ROUGH OPENING 2/2 LOW-E GLASS VIF. NEW WINDOW IN MARVIN ELEVATE N.Y.S.RESIDENTIAL CONSTRUCTION CODE,A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER 9. WITH CEILING ASSEMBLY. VIF. NEW WINDOW IN MA IN E�EVFTE OCCUPANCY THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE T DOUBLE HUNG EXT'G ROUGH OPENING 2/2 Li-E GLASS CLASSIFICATION RESIDENTIAL 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO BUILDING HEIGHT t25.25'ABOVE AVERAGE GRADE THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. CASEMENT 3'-O"X 3' 3-1/8" 2/2 R��N L q 11 MLOW-E El @WINDOW WELL FRAMING NOTES i� DESIGN CRITERIA CODE:2020 NYS UNIFORM&SUPPLEMENT NOTE: *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND DIMENSIONS WITH ROUGH OPENINGS. &GENERAL NOTES ADDITION WOOD FRAMING CONSTRUCTION MANUAL QQ *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. DESIGN LOAD EXT.BALCONIES 60 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DECK CSC COVERED PORCH NOTES *EGRESS OPENING MIN.5.7 SQ FT-MAX.44"SILL-AFF CALCULATIONS DECKS 40 DOUGLAS FIR. _ (LIVE LOADS PSF) ATTICS W/O STORAGE 10 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. ATTICS W/STORAGE 20 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED ROOF(GROUND SNOW LOAD) PER NYS 301.6 BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL LUMBER.ALL 2. GIRDERS FOR DECK JOISTS FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. - __ ROOMS(OTHER THAN SLEEPING) 40 OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ROOMS(SLEEPING) 30 B BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS„ _ OPENINGS.BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO 0 DOOR SCHEDULE STAIRS 40 OPENINGS BETWEEN 4'-l"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE FIRE CONCRETE WITH A MINIMUM}INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. I GUARDRAILS(ANY DIRECTION) 200 STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL R ANCHORED A A WASHERS AND CONCRETE FOOTING. TYPE UNIT SIZE MATERIAL NOTES HARDWARE DESIGN FOR CAT.C 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND EXPOSURE ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. USE A MINIMUM}DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 _ CATEGORY 6 DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FT.BELOW'GRADE,PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR r -i ARVINELEVATEINSW/NG FRENCH BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD THE GIRDERS. C 00 EXT. DOUBLE DOOR 441"x6'7112" LOW-EGLASS @ CELLAR LOAD PATH SEE CONSTRUCTION AND WIND PATH CAPACITY UNLESS NOTED ON PLANS. 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. MA R VIN EL EVA TE PA TIO (ROOF-FOUNDATION f CONNECTION DETAIL PAGE AND GENERAL NOTES 7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5, A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH INCH DIA.BOLTS WITH WASHER AND NUTS WHERE 1,01 EXTERIOR SWING DOOR 3'0"XT 11 112" HINGED RIGHT NAILING SCHEDULE SEE GENERAL NOTE PAGE 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER NEEDED. LOW-EGLASS SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. C3 EXTERIOR SLIDING ARVIN LEVATESLIDI OX EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH IOIST SHALL ALSO BE 6 0 X 7-11 112 LOW-EGLASS UNDER ALL BEARING WALLS. ANCHORED TO GIRDER(S). MARVIN ELEVATE SLIDING PATIO EXTER/OR SLIDING 10 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL O3 6!0"x 7 11 1�2r' LOwEGLASS XO NEEDED. BUILDING. r n r rr MARVIN ELEVATE SLIDING PATIO EGRESg FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM}'THICK,4 PLY FIR CDX 1.04 EXTERIOR SLIDING 6-11 x6 10 LOW-EGLASS XO SILL 0 AFF CO2 DE(SMTECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. 1,05 DOUBLE EXTERIOR DOOR 3�O"X 6�8" SOLID WOOD W/WINDOW 12. UNLESS OTHERWISE NOTED USE 'THICKT&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR PLUMBING NOTES ENERGY 2020 NY STATE CODE&2018 IECC ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED 1.06 EXTERIOR SWING DOOR 2'-6"x 6'8" SOLID WOOD W/WINDOW HINGED LEFT CALCULATIONS OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 13. ALL BATHROOM WALLS TO HAVE J'THICK MOISTURE-RESISTANT SHEETROCK,GARAGE WALLS AND 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL 1,07 EXTERIOR SWING DOOR 3'0"x 6'8" SOLID WOOD W/WINDOW HINGED LEFT CEILINGS AND OVER FURNACE TO HAVE"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING CONSTRUCTION CODE. TO HAVE REGULAR}"SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT ROOF SHEATHING REQUIREMENTS FOR WIND LOADS 14. ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR APPROVAL. 1.08 INTERIOR POCKET 2'-6"x 6'8" 1-314"TRU-STILEMDF PRIVACY APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING TORCH DOWN TYPE MATERIAL OVER. RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE 1.0g INTERIOR 2'8"x 6'8" 1314"TRU-STILEMDF HINGED LEFT DUMMY SHEATHING NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. 1.10 INTERIOR POCKET 34 1/2 x 6-8 1314" TRU-STILEMDF PRIVACY 4'PERIMETER gd COMMON @ 6"O C. IF- H VAC NOTES 1.11 DOUBLE INTERIOR PAIR (x2)@ 1'-8"x 6'8" 1314"TRU-STILEMDF DUMMY EDGE ZONE 8d COMMON @ 6"O.C. 1.12 INTERIOR 2'10"x6'8" 1314"TRU-STILEMDF HINGED LEFT PRIVACY INTERIOR ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ELECTRICAL NOTES GABLE ENDWALL RAKEI 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 1.13 INTERIOR 2'10"x6'8" 1314"TRU-STILEMDF HINGED LEFT PRIVACY AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 1.14 INTERIOR 2'10"x6L8" 1314"TRU-STILEMDF HINGED LEFT PRIVACY WALL SHEATHING REQUIREMENTS FOR WIND LOADS 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 1 15 DOUBLENTER/OR PAIR (x2)@ 1 6"x 6'8" 13/4"TRU-STILEMDF DUMMY 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION 16 CUSTOM BYPASS TBD (x2)2'10"x 6'8" CUSTOM TBD TBD SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD R314 AND R315 OF IRC. 1.17 INTERIOR POCKET 2'-6"x 6'-8" 1-314"TRU-STILEMDF PRIVACY 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ENERGY NOTES SOIL NOTES INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 1. THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 2.01 INTERIOR 2'-10"x 6'-8" 1314"TRU-STILEMDF R. HAND INSWING PRIVACY 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED 2.02 INTERIOR 2'10"x 6'8" 1314"TRU-STILEMDF L. HAND INSWING FINAL M A P # ISSUE/REVISION DATE 2 COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A 12.031 INTER/OR 2'10"x 6'8" 1314"TRU-STILEMDF E D BY Z BA FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION NOTE: 1 FOR REVIEW 01/10/24 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. *INTERIOR DOORS TO BE BORED ONSITE TO ACCEPT 2"DIA. ROSE IN# dO 2 REVISED FOR ZONING 09/20/24 FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES DATED: � � FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 3 FOR CONSTRUCTION PERMIT AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS. 1. PROVIDED'TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON ACCESSIBLE GROUND WIND SEISMIC FROST WINTER ICESHIELD 4 RECORD SET 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE AREAS. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR GLASS WITH ACQ. - MODERATE SLIGHT N.J. MAZZAFERRO, P.E. FIBER SHALL BE STUDS OR STAGGERED ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, 30 PSF 130 B SEVERE 3 FT. HEAVY MOD TO O 11° NONE art OF N k,y 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 5 �. O,p PROFESSIONAL ENGINEER OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS Q 2Z7 P.O.BOX 57,GREENPORT NY, 11956 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. ® 516.457.5596 EMAIL:maz lin@msn com 4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE RECEIVED •'° FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. / DRAWN BY:JLS C JENNY SHOUKIMAS DESIGN LLC 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. �v RESIDENTIAL CODE. DESIGN ARCHITECT SEP 2 7 2024 FO ° 0570115 � 41 EASTERN PKWY,11E DATE 01/10/24 BROOKLYN NY A�OF�SSI0D1 r� 917 583 9228 EMAIL jenny shoukimas@gmall com SCALE. NTS ZONING BOARD OF APPEALS GENERAL NOTES SHEET NO: APUZZO-BONANNO RESIDENCE �� 515 3rd STREET NEW SUFFOLK,NY 11956 -' DIST: 1000 SECT:117 BLOCK:9 LOT:17 SUBFLOOR r JOIST STEEL BEAM 2ND FLOOR WALL ------------ SUBFLOOR WOOD JOISTS 4"DIA MAXIMUM 2X6/2x8 CONTINUOUS WOOD 1ST FLOOR WALL PLATE BOLTED TO STEEL BEAM SUBFLOOR WITH}"S DIA.BOLTS @48"O.C. TAG JOIST ................. 4"x+'x 8"STEEL TOP AND BOTTOM PLATE STEEL BEAM WITH' 6"ANCHOR BOLT'GROUT AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) STRAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC 3"STEEL COLUMN(10 KIPS) FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 4"-8" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT(WITH -0— STUDS ON ALL OPENINGS A NAILING PLATE IF NEEDED)TO BE TYPICAL BEAM DETAIL LSTA48 1-1/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK APROX.�'OR HIGHER THAN STEEL BEAM STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS TO ALLOW FOR SHRINKAGE(PROVIDE STAIR RAILING STRAPPING TO KEEP JOISTS ALIGNED) KING STUD ENDWALL • CRIPPLE STUD 4"DIA MAXIMUM SIDEWALL WOOD JOIST HEADER FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER JACK STUDS 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS TO 9 FOUNDATION W/ANCHOR BOLTS SPLICED JOISTS OVER HEADER/GIRDER 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT.PLATE OF 2ND FLOOR AND TOP PLATES OF LOCATION USP NUMBER DESCRIPTION APPLICATION 1ST FL.CONNECT THROUGH THE FLOORS TO TO EACH OTHER W/THREADED ROD. JOIST GIRDER/ ANCHOR TO EA.RT10 TYDOWN CONNECT LOCATION USP NUMBER DESCRIPTION APPLICATION GUARD HEADER JOIST ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD RAILING ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD WALL STUD METAL STRAP ARM BOARD DBL.SILL PLATE SILL PLATE(S) -V TERMITE SHIELD SILL GASKET ANCHOR BOLT EMBEDMENT. FOUNDATION POURED CONCRETE:7" BLOCK WALL:15" WOOD JOIST STRAPPING TO BE ATTACHED TO WALL STUDS @ USE WITH 3x3 SQUARE BLOCKING 48"OC AND ALL WINDOW/DOOR OPENING JACK WASHERS P844 POST ANCHOR STUDS (USP LBPS58) FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION CONC.SLAB(AS REQ.) FOUNDATION J'DIAANCHORBOLT WOOD GIRDER ANCHOR BOLT CONNECTION 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK SUPPORTING MAXIMUM SPACING STUDS ON ALL OPENINGS SILL PLATE TOm FOUNDATION 1STORY 72"OC (CRAWL SPACE OR FND) 8"-14" LSTA30 1-1/4"x30"18ga.STRAP INSTALL 4'0"O.C.AND JACK PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED DECK PIER PER PLAN STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 2 STORY 36"OC AND OVER OVER BEARING WALLS AND HEADERS. 8"DIA. I I (CRAWL SPACE OR FND) 14"-16" LSTA36 -1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK o CONC. STUDS ON ALL OPENINGS PIER (SLAB ON GRADE) WALL BOTTOM PLATE TO FIND. 1-2 STORY 57"OC FINAL MAP # ISSUE REVISION DATE REVIEWED BY ZBA T- CONC.SLAB dl 1 FOR REVIEW 01/10124 MIL.POLY DECISJON46 GRANULAR FILL DATED : 2 REVISED FOR ZONING 09120124 TYP.CONC.FND.DAMPPROOF STEEL COLUMN 3 FOR CONSTRUCTION PERMIT EXTERIOR 6MIL POLY ON EXT. CONC.SLAB WOOD JOIST COMPACT FILL 4 RECORD SET KEYWAY FOOTING. • GIRDER/HEADER -- ------- - --- CONC.FOOTING. WOOD JOIST N.J. MAZZAFERRO, P.E. • ................ REINFORCING BAR DRAIN TILE MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BEr. OF E PROFESSIONAL ENGINEER 24"x24"x12"CONIC.FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, P.O.BOX 57,GREENPORT NY, 11956 SET FIR JOISTS APROX.�'HIGHER THAN LVL HEADERS TO 516457.5596 EMAIL:MaZ—Iin@msn.com TYPICAL CONC.FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. WHERE NEEDED FOR STRUCTURAL BRACING. DRAWN BY JLS • JENNY SHOUKIMAS DESIGN LLC z c DESIGN ARCHITECT 0- 41 EASTERN PKWY,11 E DATE*01/10/24 BROOKLYN NY 4'0 05.7 917.5839228 EMAIL:jenny.shoukimas@gmaii.com SCALE AROFE SSIOW, DUALS SHEET NO: APUZZO-BONANNO RESIDENCE 515 3rd STREET A-2 NEW SUFFOLK,NY 11956 DIST: 1000SECT:117 BLOCK:9LOT:17, ROOF 4 THRU ROOF u 4 THRU ROOF 4"THRU ROOF BATH2 RAFTER TT12-V _F112 V 11112 V NEOPRENE GASKET TOP PLATE LAV ROOF JACK WALL STUD w F ROOFING LAPS ------_FLASHING AT SIDES ANDTOP 2ND FLOOR Tug FLASHING LAPS 2" 2" 2" ROOFING AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION C.O. RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAF TO PLATE ROOF JACKS&VENTS DETAIL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES T STUD KITCHEN 1112 POWDER BATH I MA S TERBA TH -T lov 1112 V 1112 V 1 1112 V 1112 V 1112 V 1112 V 1112 V 1 1112) 1 U V 1112 V LAV LAV LAV LAV A H LAV WASH MWACSH O.A.I. WC. Li WC ISTFLOOR SHWR SH E RIDGE CAP OF SAME RAFTER 2'W 2" 2 2J 2J 2 MATERIAL AS ROOFING 2" 2J 2J 2J NAILED TO SHEATHING THROUGH VENT TOP PLATE C.O. 4" 3" 3" TO APPROVED WALL STUD SANITARY DISPOSAL RAFTER SYSTEM CRAWL SPACE PRE-MANUFACTURED RIDGE KEEP SHEATHING MIN.1-1/2"FROM VENT FOLDS OVER RIDGE TO PEAK TO ALLOW FREE AIR PASSAGE LOCATION USP NUMBER DESCRIPTION APPLICATION CONFORM TO SLOPE OF RISER DIAGRAm ROOF 4"-6" RT10 10-3/4"ANCHOR x 18ga TYDOWN CONNECT TO EACH RAFTER (D NTS 6"-12" RT20 21-1/8"x 20ga TYDOWN CONNECT TO EACH RAFTER I ANCHOR FASTENER TYPE: SPACING: THROUGH-ROOF EXHAUST VENTS No.8 WOOD-SCREW BASED 16"O.C. 0 0 00 0 0 SELECTED AND LOCATED BY ' ( ! ANCHOR WITH 21N. CONTRACTOR EMBEDMENTLENGTH VENTILATION CHANNEL AS REQ. 0 /10 Il if ll� No.10 WOOD-SCREWS 16"O.C. RAFTERS MAINTAIN VENTILATION II, ' BASED ANCHOR WITH 21N. ------- BLOCKING EMBEDMENTLENGTH 0 0 00 0 0 .......... 2x4 LEDGER LEDGER - • 2X4 SOFFIT JOIST FASCIA RAFTER - ANCHOR WITH 21N. GUTTER EMBEDMENTLENGTH. CONTIN.SCREENED VENT 01 o �'DIA LAGSCREW BASED 16"O.C. CONTIN.SOFFIT/EXT. 0 0 00 0 0 ATTIC SHALL BE PROVIDED WITH A MIN.NET PLYWOOD 0 1 1 1 1 FREE VENTILATING AREA NOT LESS THAN RAFTER I P NUMBER DESCRIPTION APPLICATION OF THE AREA OF THE SPACE VENTILATED. �'APA RATED SHEATHING 2x4 DF#2 STUDS ROOF VENTILATION SOFFITED ALL OPENINGS SHALL BE COVERED WITH EAVE DETAIL '0 MAINTAIN VI GRADE PLYWOOD CORROSION-RESISTANT METAL MESH 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER LEDGI (ALTERNATIVE:+'O.S.B.) �'APA PLYWOOD 0 0 00 0 0 OPENINGS OF+'IN DIMENSION. SHEATHING 2x10 LS21 0 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDG WINDOWSILL 0 0 00 0 0 FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED 81,O.C. TYPICAL WINDOW OPENING ANCHOR WITH 21N. PIC OW Op EMBEDMENTLENGTH 0 0 00 0 0 KA p PANELLSP L 0 SPAN EQUAL OR SMALLER THAN 4'-0" No.10 WOOD-SCREWS 81,O.C. ,rFl ilKNN 1;A L # ISSUE REVISION DATE BASED ANCHOR WITH 21N. ' REVIEWED BY ZBA EMBEDMENTLENGTH ,,d ol 1 1 FOR REVIEW 01110124 + 16"O.C. o 0 'DIA LAGSCREW BASED 01 0 0 1)E C,I-STON # 2 REVISED FOR ZONING 09120r24 ANCHOR WITH 21N. DATF;=D: EMBEDMENT LENGTH. MULTIPLE PLYVIOOD RAFTER —---— --- 3 FOR CONSTRUCTION PERMIT ASSEMBLIES(21 2x4 DF#2 STUDS CONNECTED RIDGE 4 RECORD SET TOGETHER WITH STAINLESS STEEL OR GAL,ANIZED BOLTS WfWASHERS AND N.J. MAZZAFERRO, P.E. NUTS @ 7-0"0.1 F NE PROFESSIONAL ENGINEER O WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 3. P.O.BOX 57,GREENPORT NY,11956 As PER SEC.1609.1.2,2015 IBC&NYS2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT LOCATION USP NUMBER DESCRIPTION APPLICATION 516. EMAIL:maz-iin@msn com -457.5596 GLAZING) ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH 6 JENNY SHOUKIMAS DESIGN LLC DRAWN BY:JLS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH DESIGN ARCHITECT A MINIMUM THICKNESS OF+'AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE 41 EASTERN PKWY,llE DATE 01110/24 AND TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE 4. BROOKLYN NY PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4.OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 0- 05*7 917.583 9228 EMAIL jenny.shoukimas@gmaii.com SCALE, NTS ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR FES S I WHAT OPENING IT IS TO COVER.HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. RISER DIAGRAM & DETAILS SHEET NO: APUZZO-BONANNO RESIDENCE 515 3rd STREET A-3 NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17, NOTE: PYRAMID NEW ADDITION IS / \ LINE 70.53' _ INSIDE PYRAMID LINE&COMPLIES. / \ ROOF OF 60.06' 10.47' EXISTING BUILDING / EXISTING ROOFLINE HAS /' \ STRUCTURE MINOR /•' \ 1 PROJECTIONS I —� -PAST PYRAMID. / \ NEW ADDITION i /.• i INSIDE PYRAMID Z / \ OUTIINE OF O 1 I /' \ EXISITING Z STRUCTURE o b .. i .. -n O f .. 0p O D O i O � I I ; :PROPERTY LINE :PROPERTY LINE I � � I � I I 15'-011 -- 101-011 3 PYRAMID DIAGRAM MIN SIDE YARD -- -- -- -- -- - §280-124 IN SIDE YAR NON-CONFORMING I §280-124 LOTS I N?N-CONFORMING (side + side > 25) I LOTS D ° ' /'16.47 / ' 515 Third Street, PARKING ° ' R-40 Zoning Existing: Non-conforming Lot 1 PROPOSED PATIO % P(ROPbS66ONE-STORY ' Existing: Residential Single Family Conforming Use AT GRADE ..'FRAME ADDITION, ' FlIA14E i s AI s Existing: Non conforming Buildig 101.49'1 1853-year of construction 10.66' ,%' j ! ! i EXISITING BUILDING AREA INPUTS 1. First Story cellar excluded) 767.7 sqft 2. Attached Garage to be converted to living space) 293 sqft srAlRs i i7 I 3. Enclosed Porches 112.8 sqft TOTAL 1ST FL 1173.5 sq ft 5. Second Story 379.6 sq ft STAIRS J01.41' ' Attic(not included in gross) n/a TOTAL 2ND FL 379.6 sqft PARKING I / \ I 6. Crawls ace not included in gross) 0 ' % 7. Other Detached Accessory bld s 0 TOTAL existing gross area 1553.1 sg ft TOTAL existing living space 14.33' %" / 3�ss' I 5" (includes garage conversion to livable space) 1553.1 sq ft I I PROPOSED GROSS AREA : R-40 ZONING 280-207 01 Max Allowable Gross - 2,100 s ft Existin Gross Construction = - 553.1 s ft s uction includes garage) 1173.5+ 379.E 1 12.1 ' Proposed dditi nal gross a. first fl 544.6 sq ft ExTG "'1 , TOTAL GROSS OF PROPOSED HOUSE=1553.1+544.6= 2097.7 s ft ENTRY I /''i'" '.. STAIR 2097.7 proposed gross area/2,100 allowable gross= 99.9% of ' legal gross area ;'%�' ,.y , , q, ' '' ;' PROPOSED LOT COVERAGE (NON CONFORMING LOTS) /� less than 20,000 sq ft(§280-124) PARKING CELLAR '< BULKHEAD /' % �' % , ✓' '''�i;rt /:,- ';y' 7,158.25 s ft ,'' � ;'�/yam, y Existing Lot Size q 3 Allowable Lot coverage 20%of lot size= 7 156.07 x .2 1 431.7 s ft 'FIN MAP " 9 @ q Oj/; ' _ y' ",` '''',' PRO OSEDCONVERSiON6F; 1 Existing Lot Coverage q rA' _ ��.1 _ - ; 1,173.5 s ft : REVIEWED E D p �Iw -:' �ioN'earr oRMI�IG nFIAGE' TOTAL PROPOSED LOT COVERAGE 1,724 sq ft EVIE BY ZBA D = 4 /' EXISTING ONE-STORY,:' /' EXISTkNG,TWO=STORY FRAME. %i i' TO HABITABLE'LIVING SPACE ' I D r"C-T S T O�1 .,1y �Q m f" FRAME!,,,' y DWELLING,' �.% ;°/ 'ON THE SAME FOOTPRINT 1,724 sq ft proposed lot coverage/7,158.25 sf lot area 24% lot coverage J I V Yt Q /- DWELLINO �` N D D ELOCATE % % 'i /'// % ' ✓'.'✓� /! : /; pp ENERATo ','y' r < !'' ',' %^" REQUIRED SETBACKS FOR NON-CONFORMING LOTS -` ' o r- ' "y ,v i. Front Yard av w/in 300' 13' o _ Side Yards: individual 280 124.B 10' NON COMPLIANT /.f fT1 / ' ; Side Yards total 280-124.B 25' NON COMPLIANT Z p %�✓16.4" L, Rear Yard §280-124 35' ISSUE I REVISION DATE REQUIRED OFF STREET PARKING SPOTS 1 FOR REVIEW ov,orz4 -�— -Z ° ° ° 90.75'10 MAIN STREET req. for single family residence 2 extra available 1 2 REVISED FOR ZONING 09/20/24 TOTAL parking sots 3 3 FOR CONSTRUCTION PERMIT ° MAX BUILDING HEIGHT 2 1/2'stories ma p MAX 35'to to of itched roof COMPLIES 4 RECORD SET ° MAX 25'to flat roof NA within 45 de ree s lane NEW ADDITION COMPLIES N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER OF N II, P.O. BOX 57,GREENPORT NY, 11956 516 457.5596 EMAIL:maz_Iin@msn com 9 3RD STREET • JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS (50'WIDE) z/ �o * D1 EASTERN PKKWY,1E ARCHITECT DATE.01/10/24 N w BROOKLYN NY (v ZONING CALCULATIONS N` 05709� � 917.583.9228 EMAIL jenny.shoukimas@gmailcom SCALE NTs 07'�fPIROPOSEDSITEP�LAN 1/8"= 1 -o" 2 NTs ��FESSIONP%' SITE PLAN & PYRAMID SHEET NO: APUZZO-BONANNO RESIDENCE ��� 515 3rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 A D F T2'-2"T 14'-4" 13'-2 3/8" 3'-7 1/2" E 12'-2 3/8"VIF EXISITING 15'-51/4" WINDOW WELL 3'X10' ' I I 4 3/4" 4'- I 2" T-3 1/2" T-3 1/2" 4' 3/8" r U U U . . .......... M I I o l I I o I I ICELLAR FOR STORAGE I 1 _ I USE ONLY. i 10'-9 1/2" I NOT FOR HABITATION I '-2 3/8" " OR SLEEPING I I I ( CELLAR UNDER NEW I I N I ADDITION I I• co to , — o LEGEND 11 RISERS 7- a "10 READS @ 1 ...................•:::0...4•. 14'-3" I r I 00.0 I ( T-8 3/8" I, 12'-1 1/2" I EXISTING FOUDATION WALL EXISTING EXTERIOR WALL I I o � •. N EXISTING INTERIOR PARTITION TYPICAL NEW FOUNDATION WALL: EXTEND EXISTING ' • I .a� ' 8"CONCRETE FOUNDATION WALL a ° — �•., — — — � —CRAWL SPACE — — I - I ° — — 2"RIDGID INSULATION(R-10) CONNECT NE t t TYPICAL NEW EXTERIOR E OR WALL: FOUNDATION TO I I ;,I 3/4"CEDAR SHAKES, STAINED EXISTING WITH#4 REBAR I (5"EXPOSURE) AIR BARRIER MEMBRANE DOWELS 12" ' EMBEDMENTS @ 18"O.C. CDX PLYWOOD ON 2X6 DF VERTICAL �''= . . ........... _.... STUDS @ 16"OC LL > R-21 KRAFT FACED BATT INSULATION z NEW POST ABOVE AT � FIRST FLOOR t"GWB TAPED/PTD t•* W NEW INTERIOR PARTITON: l 2X4"WD FRAMING @ 16"O.C.IMTH ;} °) yv4 J"THK GWB,TAPED AND PTD. BATT INSULATION TO ACHIEVE 5� EXISTING CRAWL °• EXISTING FOUNDATION NEW 4"SLAB ON c SOUND CLASS TRANSMISSION OR SPACE AT ONE STORY AT TWO STORY FRAME I �# GRADE r•� [�T N A L A P GREATER FRAME HOUSE HOUSE UNDER EXSITING GARAGE � REVIEWED BY ZBA r� DECISTO N a r , :.�•` �/ �'s. •';* ----- — �— - -- # ISSUE/REVISION DATE NEW POST ABOVE IT 1 FOR REVIEW 01110124 AT FIRST FLOOR . •^ _ 2 REVISED FOR ZONING 09120124 14 3 FOR CONSTRUCTION PERMIT 4 RECORD SET N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER P.O.BOX 57,GREENPORT NY,11956 OF NE, . 516.467.5596 EMAIL:maz—lin@msn.com •.w.. — D — RAWN BY JLS y, JENNY SHOUKIMAS DESIGN LLC �k DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE:01110/24 Lo 16-2 3/4" EXISITNG VIF 17'-5 5/8" EXISITNG VIF 12'-1 1/4" '' BROOKLYN NY Oil � W 917.583.9228 EMAIL:jenny.shouklmas@gmail.com SCALE: 0. °9 ��`' FOUNDATION PLAN SHEETNO: ARQF S►ONP� APUZZO-BONANNO RESIDENCE ��� 515 3rd STREET NEW SUFFOLK,NY 11956 I"11CT• 4/V1A CCr•T•9.17 DI nr^V.n 1 AT••17 A 10" C 5' D E F TZ-2"T 14'-4" 13'-2 1/2" T-7 3/8" 12'-2 3/8"VIF EXISITING 10 \ 16'-1" BUILDING WIDTH \ 5J/�" 14'-11„ I/ " 10'-8" PATIO I 4-2" S-3 1/2" T-3 1/2" 4'-2" I ° p pl ° a p p ° ° 6 a p° CL. CL. a , 3 0 00 ° 00 . v p F O O ° e° "PATIO AT GRADE �° ° a - EO a p 00 ° b 2x10 F.J. @ 16"O.C. b ° 00 p° p °p p ° p ° G0 CONCRETE ° PATIO ° p ° b b° 3RI ERS 7.5" ON ° GRADE ° ° p ° b° ° ° ap +0'-5.5" 4[ ABOVE REFERENCE ELEV. d 4 p ° p liJ b +2,-4" FFE 3,_1„ „ C? 3RISERS @ 6" UP @ LANDING \ ih 2TREADS @ 12" +2'-6" FFE a(�1st FL DN _ \ ABOVE REFRENCE ELEV. 1. EXTERIOR - N - STAIR FROM c�, CELLAR. c? co - N GUARD RAIL @ N r N N 36" +0'-10" GROUD ABOVE REFRENCE ELEV. A s N `"! I FAMILY RM rn M I I I A � I N LEGEND CO +0'_5" EXISTING FOUDATION WALL 3'-10" ABOVE REFERENCE ELEV. - 6-6 1/2" EXISTING EXTERIOR WALL T-2" 5 _ 1 V-9 7/8" 3 ' O" D - EXISTING INTERIOR PARTITION (V Lo o 1 '-7 3/4' - 7_6, WASHER I DRYER O d ao _ I ``� ° ba Lo TYPICAL NEW FOUNDATION WALL: \ 3 / / rn UP 8 CONCRETE FOUNDATION WALL —99 — 2'-7 114' 5'-4 1/4" / 3 '-7 1/4" 3 " 10'-11 3/4" `r 2"RIDGID INSULATION(R-10) — NI 01.1 LAUNDRY — POW BATH 2 _ HALL BEDROOM 2 �' `� — — .5' TYPICAL NEW EXTERIOR WALL: 01.4 E BEDROOM 1 3/4"CEDAR SHAKES,STAINED / 3 4 / - �' °' M (5"EXPOSURE) _ 01.8 M b +1,4„ 01.7 i M AIR BARRIER MEMBRANE b — _ __ _ __________ _ _ — ABOVE REFERENCE ELEV. — "CDX PLYWOOD ON 2x6 DF M c� __ ___ _____________ — STUDS 16"OC 01.9 (NEW) 2-1 3/4"x9 1/2"VERSA-L M 2.1 E31 0 @ 0 01.11 2x8 F.J. @ 16" O.C. R-21 KRAFT FACED GATT - INSULATION +1'-0" GROUND ro M L 04 GWB TAPED/PTD ABOVE REF. ELEV. O O O # c00 y) / \ NEW[ NTERIOR PARTITION: v / \ I 2x4"WD FRAMING 16"O.C.WITH 10'-3 1/4" 5 1/2" 1'-5 1/ 3'-7 1/4" - @ ch / \ �p 2RISERS @ 7" �„ 1.1 � /� a THK GWB,TAPED AND PTD. o i0 3 U 1TREAD @ 11" BATT INSULATION TO ACHIEVE 50 N \\ // — KITCHEN c, / iv UP SOUND CLASS TRANSMISSION OR 'W 2 3/ " 6'-2 7/8" 3 5'-3 1/2" 3r I �t I GREATER co o O - FINAL MAP I _ _ N Lu w - 01.1 `�' Lo M N N t V E 1�/E I� BY Z BA — W , CV CNI > co C L- G n' k N - N D _CTS10 M�l- 'N , _ j , # ISSUE/REVISION DATE c- c) " FOR REVIEW 01/10/24 EXISTING FIRST FL EXISTING FIRST FL 3' 2'-10 3/4" 5'-2" j' C° 00 FRAMING N FRAMING j C° z REVISED FOR ZONING os/zo/z4 x - _ - - • M. BATH o L_ ' N LIVING �t i; 3 FOR CONSTRUCTION PERMIT h - 4 RECORD SET DINING NEW WD. STOVE MUDROOM ' N.J. MAZZAFERRO, P.E. 2 O +2'-6" FFE�1st FL +0'a" �P.�E OF NE ,y PROFESSIONAL ENGINEER ABOVE REFRENCE ELEV. I U //U - UP ABOVE REFERENCE ELEV. P.O.BOX 57,GREENPORT NY, 11956 U o M 3RISERS @ 7.5" IIaw 5164575596 EMAIL:maz_lin@msn com 2TREAD=S @ 10" o — — — — - ._.....`. f __..____ _. — — ___�____.___ Ul E JENNY SHOUKIMAS DESIGN LLC DRAWN BY:JLS "' O O 01.6 co w DESIGN ARCHITECT DATE 01/10/24 O ( U . OJ o9y � 41 EASTERN BROOKLYKWY,I1E 3 16'-1 3/8" 5 / " 16'-4 5/8" I 1 '-9�/4" 3 ` �� 16'-6 3/4" 7 7 �OFESStC 917 583 9228 EMAIL:jenny.shoukimas@gmail com N NY SCALE 4^=1-D° 29'-7 5/8" / \ FIRST FL PLAN SHEET NO: +01_0" I APUZ5115 Ord STREET TESIDENCE A-6 10, & REFERENCE ELEV.AT ENTRY NEW SUFFOLK,NY 11956 UP DIST: 1000 SECT:117 BLOCK:9 LOT:17 A B C D E F I I I I I I I I I I I I I I I I I I I I I I I I NEW ROOF NEW ROOF I I I I I I I I I I LEGEND I K '.'.•.•.•. •.•.A•.•.•.'.•.•.•....:. • ••° EXISTING FOUDATION WALL EXISTING EXTERIOR WALL o r EXISTING INTERIOR PARTITION I I I TYPICAL NEW FOUNDATION WALL: NEW ROOF EXTEND 8"CONCRETE FOUNDATION WALL EXISTING R00 2"RIDGID INSULATION(R-10) OVER NEW TYPICAL NEW EXTERIOR WALL: 5 8'-4"V I F 3 V,2 J--9-1 5 BEDRM 3/4"CEDAR SHAKES,STAINED V (5"EXPOSURE) 1'- " EGRE S AIR BARRIER MEMBRANE 8"CDX PLYWOOD ON 2x6 DF LC) O STUDS @ 16"OC T, '-9" R-21 KRAFT FACED BATT EXISITNG N E INSULATION ROOF O -- BA H 3 8"GWB TAPED/PTD 1 CV _ NEW INTERIOR PARTITON: 2x4"WD FRAMING @ 16"O.C.WITH Q _ REPAIR "THK GWB,TAPED AND PTD. b - EXISITNG BATT INSULATION TO ACHIEVE 50 co ROOF SOUND CLASS TRANSMISSION OR BEDROOM3 I GREATER / o 1'-81/2'I pN co FINAL MAP Do IT I - REVIEWED BY ZBA N M N I D E C rS ss v T('1 N# � � # ISSUE I REVISION DATE EXISITNG I ALL SECOND FL WINDOWS a, V/�r \ 2.3 �' �' ROOF TO BE REPLACED I)ATED ' _ , FOR REVIEW 01110124 IN EXISTING R.O. EXCEPT WHERE NOTED O 2 REVISED FOR ZONING 09n0/24 I (n 3 FOR CONSTRUCTION PERMIT w BEDROOM 4 I wO ) I 4 RECORDSET uJ EXISTING SECOND FL FRAMING. TYP, 3 2ol PEE OFN.J. MAZZAFERRO, P.E. -41/2"VI UP s�• q2 0 PROFESSIONAL ENGINEER T I P.O. BOX 57,GREENPORT NY,11956 O > N Bly 516 457 5596 EMAIL:maz_lin@msn.com lr ( O it 1 JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS DESIGN ARCHITECT O O O -NEW WINDOW Fp No ,5,09y ���= 41 EASTERN PKWY,11E DATE.01/10/24 BROOKLYN NY CENTERED OVER AROF SIpNPIV SCALE: 12'-9 3/4" 3 1/2" 3'-3 1/4" 5 1/2" EXISITNG DOOR BELOW. 917.583.9228 EMAIL:jenny shoukimas@gmailcom 17'-6" MATCH TYPE P SECOND FL PLAN SHEET NO: APUZZO-BONANNO RESIDENCE ��� 515 3rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 EXISITING G ------------ PYRAMID LINE ................ ............... .................... ---—---------- ------ ----- ........... ................... .............. ...... 7........ ........... .................. cp TOP OF ROOF ............. +17'-9.375" ........ ............... L .........---_----_--------_--- ............... ....................................... T.O. ROOF ---- ------__- _F 1+12'-9.675" ING MUDRM T.O. CEIL 77................. ........... TO CEILING KITCHEN ....... L +1 ............... ....... T ...... 0 CF (F> ------------ 04 T.O. PLATE MUDRM +64.5' ........... 0 ---------- ---------..................—------ ............. �76 ():l-�5 ........ ... b (n 00 1st FIN FLOOR KTICHEN ------- co T.O.F MUDROOMI DRIVE E H +7" DRIVEWAY GRADE +0 WEST ELEVATION F S_Q., E D B A G>�1/4" X. ------------------------------------------ ------- -- -------- ------- 11-1------ ............ ----- ..................------ .......................... PYRAMID LINE _7 .............. .................. FINAL MAP ....................... ------- ---- REVIEWED BY ZBA -----___----- DECISION# ... ............... DATED : ............ ---------------- ............................................... ........... .......... - - - - - - - - - - -- TOP OF ROOF +18'-5.75" of NEW NE M A, ........... C.) "'7 cu Lu 0 + ... . ......... ..................... ................... ------ T.O. ROOF TOP OF PLATE +12'-9.675" ------- +111-3" T.O. CEILING M. BED. ............ ......... ........ --- ..........- ----------- ...... WINDOW +10' T.O. PLATE M. BED -c\I ...... ........ # ISSUE/REVISION DATE +101-01, cm I FOR REVIEW 01/10124 10 C) 2 REVISED FOR ZONING 09120124 0 . ----------- .......... 3 FOR CONSTRUCTION PERMIT 0 0 4 RECORD SET ............... ........... 4— —-------- r- ............ N.J. MAZZAFERRO, P.E. IL 1st IN FLOOR PROFESSIONAL ENGINEER - ------- L7 1st FF a- M. BED P.O.BOX 57,GREENPORT NY,11956 +1'-4 GRADEI �j�aQE 516.457.5596 EMAIL:maz-lln@msn.cDm +5.25' T OiVg�AY GRADE JENNY SHOUKIMAS DESIGN LLC DRAWN BY:JILS WAY GRADE V_ DRIVE +0 +01- 1 DESIGN ARCHITECT 10 41 EASTERN PKWYJ 1 E DATE:01/10/24 BROOKLYN NY :E_ YIF ]] 7F.T ��NA L _�IE Q�EAST ELEVATION J/ 917,583.9228 EMAIL:jenriy,shoukimas@gmaii.com SCALE- t=l'-01 4' 17 EXTERIOR ELEVATIONS SHEET NO: APUZZO-BONANNO RESIDENCE 615 3rd STREET A-8 EXISTING NEW EXISTING NEW SUFFOLK,NY 11956 lk EXISITING NEW 5 20W 5/8" TT-1 3/4"T 4'-1 1/2" T 27'-8" ................ .................. s --------------------------------- ---------------------------------------- -------------------- ............. TOP OF ROOF c\j GE BEAM ................ RIDGE 4 II-T-0—R - ---- ---- ---- --- ------------------------------ ........... ....... ........ ------------- +18-5 1/4" ---------------------------------------- . ...... ... .... ........... . _0 .......... 7: o .............................................. ---------------- --- ............ -----------------------------------*-,-,-- :: -::- - . . ''. - ........................... ------------------- ---- --K ................................. -------- ......... .......... . . . ..... ............... .......... Lo ....................... NEW CEDAR ----------- SHAKES T.O. PLATE ..........- ......................... .... .................... +12-6 1/4" —------------------------------------------ ----------------------------------------------- ---------I----------- ----------- ------------ ................................................ ..................................................... ............ ... . ......... ...... .................................................................................................................... ..................... . .. ...... . ....................... ------------------- ......................................................................................................... TYP. HEAD HEIGHT .......... -------------------------------------------- -------------- p ......... .............. ........ .................. .............................. ................................................ o" .............. ....................... p . ...................:-- *---1. 11 1.11.1. 1-1 1 1-, ---------------- --------------------------------- ------ ............... ------------------------------------------- . ...... ............................... LOCATE DOWNSPOUT + ............. FROM ROUND GUTTER ------------ ------------------------------- ..........----------------- ----------- .............................. .............................................................. 3 L 0 (o�13 NEW CEDAR I——-------------------------------------------------- .... .... ........... CO ............ ..................................................................... ............... ........... - --------- ................................ ----------------------- - NEW CEDAR ............................ ------------- . - 4 - L L SHAKES - ----- SHAKES ........... .......... ................... -1-------------------- ---—--------------------- ----- —-------------------------------------------- - ------ ----------- ............ 1st FIN FL 1st FIN FLQ( .......... .. .... ............................... ..................... ......................................... ..........-............ T ----------------------------------------------------------------------------------- ------- .......... c\1 CV RIVEWAY GRADE +01, NORTH ELEVATION l/4" 1._o., 00 0 Z- NEW EXISITING I' !AP 3 4 5 'ED [BY ZBA I ,EVIEW 10 N 2T-8 1/4" 4'-1 1/2" 3'-1 3/4 20'-7 5/8" 1 TO ROOF EXT'G HOUSE L,)AT +25'-9.25" NEW WINDOWS IN EXISTING ROUGH OPENINGS UNLESS .................... NOTED ce) OF Ne T ' k -------- MA TOP OF ROOF ATTIC FIN FL EXT'G +18'-5.675" c\I TO RIDGE BEAM I. � �-1-1-- - I'll..-11---l-- — ---1- c\j 31 ----------- ------------------------------------- --- ------------------------------ ..... .....................................+18-5 1/4"�--- --------------- TOP OF FIN CLG EXT'G ......... ------- 77-,:7�o-�:---,7--------------- 7 ...... ............ .......... ........ ........................................... ---------- ----------- ......-------------------- T! --------......................................... +17'-9.375" :. I'll , - 1 - ............ -------...---------- lo,�OFES ----------------- - ------------ ...... ----------- --- ------------------ - --- CR NEW CEDAR p........ ............. .............. .77., .......... ------ ------------------- --------- ----------------------------- - Lo ........ ....... SHAKES ON EXISTING ............ .......... C? SHEATHING ..............................---- .............. ------------ ........ .......... -----------------------------—----------------—---------------------------------------------------- T.O. PLATE ...... # ISSUE I REVISION DATE +12-6 1/4"44 ----------------......... ....... ................ ......... ...... ...... .................... ...................... p—op ---------------------------------------------------- --------------- 1 FOR REVIEW 01/10/24 ....... .... .... 2NDFIN FL EXT'G TYP. HEAD HEIGHT C? ---------- +1 V-1.375" +10-6" 2 REVISED FOR ZONING 09/20/24 . . . ........ . .... +10'-0" 3 FOR CONSTRUCTION PERMIT ---------- ------------ 4 RECORD SET 01-7� .......... ............. EXISTING AWNING ----------- WINDOWS TO REMAIN (o7l t 0 N.J. MAZZAFERRO, P.E. 00 ------ (o PROFESSIONAL ENGINEER Ll I n/ L I L21AJ- P.O.BOX 57,GREENPORT NY, 11956 ------------- ------------ --------------------- --o------------- ------------------------------ ---------------------------------------------------------------- 516 457 6596 EMAIL:maz IIn@msn com ------------------ . ... ... ..... 1st FIN FL DRAWN BY,JLS ............... JENNY SHOUKIMAS DESIGN LLC 1st FIN FL. EXT'G +2'-6'qr DESIGN ARCHITECT ZD ---------- ................... m' +2'-6" 41 EASTERN PKWY,11E DATE 01110/24 ........... ............................... .............................- BROOKLYN NY C\J Fb DRIVEWAY 917.5839228 EMAIL:jenry.shoukimas@gmail com SCALE tl 71� F-- BY ZBA DRIVEWAY GRADE IGRADE +0 EXTERIOR ELEVATIONS SHEET NO: SOUTH ELEVATION APUZZO-BONANNO RESIDENCE 1/4" = 1 1-01, 515 3rd STREET A-9 NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:171 B D 15'-4 1/2" 7'-11" 7'-11" TOP OF ROOF dimension to face of lFa-ming dimension to face ot framing TO RIDGE BEAM I ! T 2x6 COLLAR TIE NEW HALF ROUND Off' ROOF @ NEW ADDITION: GUTTER AT ROOF OF ADDITION i ��N ASPHALT SHINGLES, SHEATHING 4 12 4 T 2x10 RAFTERS W/FUREED AIR VENT R-49 7.25" BLOWN CLOSED CELL INSULATION a'T&G BOARDS SCREWED TO$" SHEETROCK, PTD ! DECORATIVE 2x8 PTD T.O. PLATE 0 N TYP. HEAD HEIGHT TYPICAL NEW EXTERIOR WALL: U 3/4"CEDAR SHAKES, STAINED (5 1/2" EXPOSURE) 00 AIR BARRIER MEMBRANE -000 e"CDX PLYWOOD ON 2x6 DF o STUDS @ 16"OC T7 R-21 KRAFT FACED BATT INSULATION J c0 5'GWB TAPED/PTD 8" DIA, ANCHOR BOLT. 8" EMBEDMENT W/ � ... ___.. 3"x3"WASHER, TYP. FT NAL MAP t'z 1st FIN FLOOR V1 WED BY LBA 4" POURED CONCRETE v �)EC I S 10 IN 4000 PSI SLAB ON GRADE T + 10'-9 1/2" EDGE OF PATIO TO FOUNDATION WALL n TO FOUNDATION DATED : 11- I 0 BAT ! I l =1 =1 r . 1--111--1 I I -III:= I I_=1 j 1Rr -1 ULATI N III=1',1= I 1-1 I 1=III;1 OF - - - - = - = - = II- - —I I I I=1 I I—I I�:--!I I--�- I I,I__I I I__I I__I I I1 I I—I I I I----II II -11 I -1 11=1 11=1 11=1 11=1 -_ _)!--1'1=1 III-=1=III=III=1 1=1 1=: !=i11=III=III=III=I z TYP. FOUNDATION WALL: 7 6 COMPACTED - _ -I' _ _ � - - ,I 'I—III, III. III—III—I 1=1 1=1 11=1I I—I 11—III—I I1=III=II=III, I I 1 I;I— I I_ F COURSE GRAVEL '-y' = = 1= = - _ _ =i !_';!_! = - - - w = 8" POURED CONCRETE I. —I I —1 I I—I I I—I I I—I I I I—_ 1 I —I 11-1 I I—!14 1-11 o I—III=1 I I--III 1=1 I I—I' I 11=1 I—III—I 11=i -1 w ! 1==i 4000 PSA W/#4 BARS @ I—III—II r 1=1 1=1 =1 =1 =11 =1 =111=111=111=i I'=1!!=1 1-111=111=11 =11 1=1 11= N 24"O.C. BOTHILI \8" POURED CONCRETE 4000 j _11-III=11E !1=1 r- - DIRECTIONS = PSA W/#4 BARS @ 24"O.C. -I !-I I El 1,-III=111=1I-1 I =1 I @� 1-III= C? r BOTH DIRECTIONS =) - 111 111= I(___ I___I 11=III= _ III—i CO - • 0 -1 I—I 1'=1 I! 11=1 11=1 I I-1 11=1 I I I 1=1 o ati I-III=11=III-I (=1 1=1 I'=1 R-10 2" o =i i- F8SS10N 1-11 l—1 i t=I I =I I I=I I I-1 11-11 ' RIDGID bD \16"WIDE x 8" DEEP I 1=1 I =l I I-I I -11 II!'-1 I i !-! = 'I- � INSULATION POURED CONCRETE 4000 PSI W/245 -III—III—III- -11=111 ! 1=III- --'� BARS THROUGHOUT 1I =1I =1II=1 I= II TO FOOTING —' --� - — ! # ISSUE I REVISION DATE 11- I I —) •! III— 1 FOR REVIEW 01/10/24 ICI ICI-• I!--!1 - TYPICAL FOOTING: 15'-4 1/2" -III-i 16"WIDE x 8" DEEP 2 REVISED FOR ZONING 09/20/24 ! POURED CONCRETE 4000 PSI W/245 3 FOR CONSTRUCTION PERMIT BARS THROUGHOUT 4 RECORD SET N.J. MAZZAFERRO, P.E. DN-S SECTION THROUGH ADDITION&OPEN PORCH PROFESSIONAL ENGINEER 3/8"= 1'-0" P.O.BOX 57,GREENPORT NY, 11956 5164575596 EMAIL maz_lin@msn.com JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 01/10/24 BROOKLYN NY 917.583.9228 EMAIL jenny shoukimas@gmail,com SCALE 3/8"=1'-V SECTION SHEET NO: APUZZO-BONANNO RESIDENCE �� O 515 3rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOTA7 C ROOF @ NEW ADDITION: G F ASPHALT SHINGLES, �.I70 8"SHEATHING ROO 12 2x10 RAFTERS W/FURRED AIR VE,c R-49 7,25" BLOWN CLOSED CELL 12-11/2" �4 INSULATION REPAIR EXISTING ROOF& INSULATE w�TF 5'T&G BOARDS SCREWED TO 8" 1R-49 CLOSED CELL SPRAY FOAM R�2g SHEETROCK, PTD T&G @ UNDERSIDE OF RAFTER DECORATIVE 2x8 PTD i 12'-1 1/2" dimension to face of framing EXISITNG TOP OF ROOF HOUSE i 12 -- 0 3� HEAD HEIGHT 1 p G. TO PLATE L.. CC) EDAR LO TYPICAL NEW EXTERIOR WALL: i i �? SHINGLES 3/4"CEDAR SHAKES, STAINED ! `O @ 5.5" (5" EXPOSURE) CONVERT OVERLAP ( EXISITNG AIR BARRIER MEMBRANE a EXISTING I HOUSE OPEN e,. "o GARAGE TO SILL HEIGHT --- -� g CDX PLYWOOD ON 2x6 DF o TO MAP STUDS @ 16"OC HABITABLE FAT"G [FINALMAP -2 KRAFT FACED BATT SPACE I = _ R 1 FAC I j HOUSE � REVIEWED BY ZBA INSULATION co 8"GWB TAPED/PTD „ N 3'-0" 1'-0" I 1st FIN FL r) -CI� �N _ 11 I DATED: J - - -- - 1-4a N - - - TO STAIR --- --- -- -- 1st FIN FLOOR JIlit OF TO FOUNDATION 2x8 @ 16" O.C. a �l T y�� ��,• �4' DRIVEWAY GRAD -- - -- ---e--------------------------- -- -- _ FOUNDATION DATIO ;b �.� 00 EXIST _ 11- I T 1FF N I 111 4" POURED CONCRETE -I I I—III—! �� r _ 4000 PSI SLAB I=I 11=1 I 8" DIA,ANCHOR BOLT. r I EEI III=j =i R-10 RIDGID INSULATION - ( " 8" EMBEDMENT W/. 3"x3"WASHER, TYP. g' DIA, ANCHOR BOLT. 8" —I FE ►ph���' B.O. FOOTING EMBEDMENT W/3"x3" -� �I WASHER, TYP. ° •• j'. TYP. FOUNDATION WALL: 8" POURED CONCRETE i 4000 PSA W/#4 BARS @ 1 24"O.C. BOTH # ISSUE I REVISION DATE DIRECTIONS TYP. FOUNDATION WALL: 8" POURED CONCRETE 1 FOR REVIEW ovlona i TYPICAL FOOTING: i P _ 4000 PSA W/#4 BARS @ 16"WIDE x 8" DEEP ° j—I j 2 REVISED FOR ZONING 09/20/24 POURED CONCRETE 24" O.C. BOTH �_�-' DIRECTIONS 4000 PSI W/2-#5 —III 3 FOR CONSTRUCTION PERMIT BARS THROUGHOUT i • I—I I�-1 I I-I_j- 1= -III ( I_ III— 4 RECORD SET — — TYPICAL FOOTING: (D-N-S SECTION THROUGH CONVERTED GARAGE 16"WIDE x 8" DEEP 3/8"= 1'-0" POURED CONCRETE N.J. MAZZAFERRO, P.E. 4000 PSI W/245 PROFESSIONAL ENGINEER BARS THROUGHOUT P.O.BOX 57,GREENPORT NY, 11956 516457.5596 EMAIL:maz lin@msn.com 2 N-S SECTION THROUGH ADDITION&TRELLIS JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS 3/8'= 1'-0" DESIGN ARCHITECT 41 EASTERN PKWY,11 E DATE 01/10/24 BROOKLYN NY 917,583 9228 EMAIL:jenny.shoukimas@gmail com SCALE:3/8"=l'-U" SECTIONS SHEET NO: APUZZO-BONANNO RESIDENCE ��11 515 3rd STREET NEW SUFFOLK,NY 11956 DIST:1000 SECT:117 BLOCK:9 LOT:17 I • APR 0 f ApoealS 9EARINCS SHOWN HM WN ARE BASED ON UWA 13M PACE 721 SYMBOL LEGEND g1Q71 j1r 11i F IG * MAY.NO'L' TE:i AWE 0 1.P./I e,fib E3'A'-V+LP,T TIME 4$ 1P./LR SET Q V-y1,1,ET ', Si+ROD tJKS "I ELLVATICHS yorl AILEI 0 BQLLARD K Cli :)TA•11V pax (D YARD mw A r:ETLAT*FLAG }--.�•-- Out NRC Ri ELCCTR+C METER CANT CANT(LE4£R UTiLl"P4XE%/LIOIT Cie!CAS MVER TF..PENE£ *r wil Pfi"E w WATER METER MAS.MAS"'I -w•� ,)Qti A GAS VALVE PLAT.PLATFOVM -'•�'•- ftc MkrF (P1C) Gil WAX b4tW )V.N•,'41140a4v'Ka '-•4-"' STMAUE IENM ISTK1 9/wea`r V"Dobt ._.s�•-•• iNNN M FENCE(Ctf)4/"arERLIat:G C;Elfl!AR EOMANEE wRE CENCE R/0 mor O." o ME NYbRAt1T AJC Uf�r ` CROSS CUT &O.L.i"r(41£ 0.Lr oft Lot � STa1CL OA ou Lot P.0A RIGEI.T Oi'AAT MAIN STREET r"for is's 1 zor 10.1 FEN six3.2 ' STK FEN 'B SND F r� 6 ETOGNIFiE FEN � F11AENCErf CC 0 s °. rd 8' 0 L1 j snc SHD S8S•28'00"$-- f41.9S' ° �f ,° WALL WALL ! P+ DRP1Eb�� q �t ��i ✓ 1: �'�' i ��' i C owce WALL'' C 1ywaLL CA r Lpr 1 1 c o O /' T .0. ��• I' 2 . c/E Clt: 1 r " ILa PVy ss g _ ; ce) • REkERAtOX M �'�� r tq JJ`f' tv Q r t SIX �0 101.41' e ---- tK° 7{ t sn( SYK A v..r.ar... {v`'_Y.',.? �r r v^ y,cr;c,,,r .,a: o^r^-tn^7 TI r FEN 1.4 •e1400[1 WAti. T a'�WAtI 1 1 t••� = 7.9'i r T 's rAX Wr ro s ? 1 3 § 3 LOT AREA 7.153.07 S.F. 0.16 AC, GUAR�N�E6D TO: GRAPHIC SCALE OLD REPUSUC NATIONAL TITLECOMPANY THE JUDICIAL TITLE INSURANCE AGENCY LTC * • 26 0 l0 4a MARGHERITA 80NANN0, DANTE APUZZO. ROSARiD BONANNO AND ROBERTA APUZZO TD BANK NA,ISAOASATI A TN FElrf 1 a 2G 20t3 R£VIS D—SURVEY I JTg i inch 20 lt_ REv GATE CESCFhP7rbla BY CMr: SURVEY OF PROPERTY � ,ter:�W t:...;,;��, :<'v. • IF d f r `L"r� i`•t'' 'ti ,Y. 515 3RD STREET SCALIC'E land surveying SITUATE mjslandsurvey.com P:631 --957--2400 NEW SUFFOL.K TOWN OF SOUTHOLD �, -•... .;ti 1 South Bay Av®rrue. tsiPp, NY 11751 nR.;Mc CREW.;lm scAL- 1" = 20' TAX MAP No. SUFFOLK COUNTY, NEW YORK DATE SURVEYE0:04/24/2023 JOB NQ.S23-1217 1000-117.00-09.00-017.000 ��k84FM.NS34 LL7f6EK:b CG A`bCYn M�9 S`AuL+r tx9 fA/irb3 a ItC.GEO Wb SePYir'fK ftq,H t K°Lti.).P U'roh iipL,!14-CUPeUk�W 41r 1)KK T..:C SCrK1an tN.1p tr24'07J4NY((iTde fNPJ'I/4:ri'NaYAttA9 PtCQ•f:SO 4'fW A'3 G 44C Tp.[F7l SiPRG(CALL Cf tst t C'l.'fiVi tJJ,`Y lF9 CO®Wt tWfP..tKM C.'pE 0.'\KN+mA.Cr OVA N'YOY 4Yf CG bs�lv4 N47NSG 4r IP:P9W WM M1I.[Lr41hl lL^CfA CO[[O M.Mttl.M wR N9K.0 eJtnU M r6.Or FOR PMH wsh�Cn:fM 0!PINLCYUtu uhi Y.ti'bL"Al mt'o,L tG+VM1,0Y+�Y tw+L:11 rpmle9 ttDr fd9tl!t�bR1h 1YP�1 IKNM25,W 1v.RS CA1Wx.m r# F� Jib lA x[t[tQAO�tlthl}Wh ta*iAib Mr Cy�¢�-):4hfe WP./1))1C RFK/A'->1W 14CpCME NA%Ctt.1LFl2t.1K):1 t^JdiAe p/ub6L`NVO PaRTK1+M4 M IYYNONtMP NC ta+.gM��ne4u re M{i.N.p H t@Une�p.C My V�R9 01: M1tfMP W f+/.Mb4RMf CMs rt F%yiM6y'N g eR/.p.;a(gr5 S0 lN'.4YfKM9 rDC Mr<2t^!K8 bt Wy 3RTc{rl M•9NStY(te @NLY�+ttn yign MFAM.ft'O.*�t i1eu�'KM:s,pQ ac,+{ter tie nei Pd/'itL'NC vusFYR xb h97 YC b/#fltfit HOC NP W�CVKO ti MNS rG 4[ttg:rt.N 64rsi1,Po a.14ttt.Nat O�j MA.�LWr��Mw�'0 imw�L TO[W A mt[�Ru't'it�,H[�•,G'bK P.r Mtl�(pp4ot�4/�Chfi 4�Ru�tnsr9�/W vA�u��v.�N�p M:WY�i[i P�.Ee,4 Sr ASiG30 N��MKE IN&A�VMI�ra re(nTAua n Rom!er a.uu2+ti`rwn n Mssro r.+6a tdi .a rcn a�u�an RECEIVED TOWN OF SOUTHOLD APR 0q 2024 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOARD OF APPEALS NOTICE OF DISAPPROVAL DATE: February 16,2024 TO: Dante Apuzzo 120 Midwood Street Brooklyn,NY 11225 Please take notice that your application dated January 18, 2024: For permit: to construct additions and alterations to existing single-family dwelling at: Location of property: 515 Third Street,New Suffolk,NY County Tax Map No. 1000—Section 117 Block .9 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,158.25 sq. ft: lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states-, lots measuring less than 20,000 square feet in total size permit maximum lot coverage of 20%. The lot coverage is 27.4%. The proposed construction meets the average front yard setback. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.S.A. TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex.54375 Main Road P.O.Box 1179 Southold,NY 1 1 971-0059 " Telephone(631)765-1802 Fax(63I)765-9502 tilt.&rei:�sf.4o.titht)ltjto lip,: r d APPLICATION FOR BUILDINGPERMIT APR '09 2024 Foroffkeueo* Zoning Board of Appeals PERMIT NO. Bulid'ing investor Applications and forms must he hiled out in their entirety..Incomplete applications will not be accepted. Where-fie Applicant is not the owner,art ih+r Ws AuMorization form(Page 2)shall!be completed. Date: OWNERS)OF PROPERTY: Name: bck"-4t JZ 5CTM#1Dt]Q- ` t� Project Address: J.c > - c��. 'L l � Phone#: "� ' '� 3 - �p 1 Email: Mailing Address:. - l 1 CONrACt PERSON: F Name: Q A Mailing Address: 2, u o�V vj P. S r Phone# '� . , 3� • �o "� Z jEmmk d - w �. I>MON PRO sal uaNF®RNIATtON: lilairng Address: Phone#; t''" ev CONTRACTOR YN PORMhTION: Name: T90. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED'CONSTRUCTION ©New Structure )31Acidition ltetation ClReliair l]Demolition Este L tad C061C06+ ject OMer Will the lot be re graded? DYes KNO Will excess fill be removed from premises? byes No 1 t pgpg QeppeB ed PROPERTY INFORMATION APR Existing use of property: ,tip Intended use of properjwnir r Zone or use district in which.premises is situated: Are there airy coven nts and:restrictions witi>l respectto N(_;_ this property? Oyes rlo IF YES,PROVIbt A COPY_ L%hleckfi'axAfter Readkvg: TheaterterJtnnbaQor/de5iggprofesstonat� tonsititfor0drahmpandstormwaterlssims2slime kV mria beTowneode.APPIiCATitnis E mymAutatheBuB bvDepwbnsntfwih.-kw nceofaftuimpermltpumimftdlaonufngze ord 1hanen of the Tours of lWK Sufi k C U ft New9o*and amer appltrable tows,OMb mc$s or RL-Bubdow forthe conmuttkm of btrftVs6 addition,alterations odor remotrat ordemolibion as.heretn deswsbed.Th:rapp@mat agrees to dromplywith all appIItahlx lours,ordUeancer;.indldinB Mousing Cade and teaulatlons and to*hatt audowked inspectors on pourdses a d to buildins(s)for necessary Inspections.robe statemeim made'ha Wn ate punishable as a C[m Amhatemeanor pu<s mt toSacNoa ft"Dabs Npttir fO*State Petwl taw. Application Submitted ft met: Y�(�`-z"ze� Muthorked Agent C�Owner Signature of Applicaa paw; STATE OF NEW YOM) GOUNTYDE 6" SS. �✓�` ) being duly sworn,deposes and says that(s)he is the applicant (Name oYindividuai kgning contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc-) of said owner or owners,and is duly authorised to.perform or have performed the said words andlo make andUe 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 �-7� t 1 Tday of 4d 2fl '�- Notary P. biic Stephanie A.Korchinski PROPERTNOTARY PUBLIC,STATE OF E. PORK • .� 4 Registration No.01K06096997 (Where the applicant is not the owner) Qualified in Westcheste sC11,2 Commission Expires Augu i, residing at do hereby-authorize W apply on my behalf to the Town of Southold Building Department for approval as described.herein. Owner's Signature Date Print Owner's Name 2 5 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPRWBived G AREA VARIANCE House No. � ��j Street �, J,i e Hamlet M c �� d� K.�9 2024 Z��i Boar gfc peals SCTM 1000 Section: �l� Block: � Lot(s) C1 Lot Size: a�6�t� f Zone _lv I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED °7,—N 7,074 BASED ON SURVEY/SITE PLAN DATED —10" eLD'N Owner(s): � � Mailing Address:® flUuDooa SA• %1-ty4tL01, � Qy c6 1 Telephone:qq T 33` Fax: Email: '`c% --\I 'O NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: for( ) Owner( ) Other: Address: — Telephone: Fax: Email: [ease check to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), ( ) Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 1" N O— 7,014 and DENIED AN APPLICATION DATED HV—-O FOR: ()fit Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change,of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not.quote the code.) Article: kX %)) Section: Z ��L'� Subsection: Type of Appeal. An Appeal is made for: ( A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( ) has, �0 has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our office for assistance) Receive Page 2, Area Variance Application APR ®9. 2024 jjd� Revised 6/2023 Zoning Board of Appeals REASONS FOR APPEAL (Please be specific,additional sheets indy be used With preparer''s signature"notarized). 1. An undesirable change will not be produced in the CHARACTER of tile,neighbor or a detriment to nearby,properties if granted, because: 2.The benefit soughtby the fapplicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance, because: kA W,t',VV\'4y\.C; C?• 3:The"amo\ount of relief requested is not substantial because: J CV z.e.�e-ck et S "11 .i t'" (rr�. is l? <�t v.s Ct P'/fV" V CW4�". W r k& erg, to +i'-L- c?cs�v, rr,►��v� `aer,t e;� a�`Ol "'� �:e c��' 4,.The variance will NOT have an Adverse effect or impact on the physical or environmental conditions.in the,neighborhood.or.district because: kv 5. I las the alleged difficulty been self created? , Yes,or ( } No Why: �� �1 4 1 gg ���C'vN'�. 5�c11'"�— 'C�.�CSic:.�.a V.�' • Arethereany.Covenants or Restrictions concerning this land? :{ # No { } Yes(please.furnish a copy) a 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(g)•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 hasl 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 elate 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. Signaturuilt f Applicant or Authorized Agent (Agent n submit written Authorization from Owner). Sworn.to before me this (—05'r :day 0 1zoc94 c otary Stephanie A.Korchinski NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 K06096997 Qualified in Westchester County Commission Expires August 11,2002q-** Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION -� give APPLICANT: �� WC)-17z� C�-o SCTM No. ` 1. For Demolition of Existing Building Areas APR '®9 2024 Please describe``areas being removed: -IO "� �b ,c�0 °�'�' w Appeals (')\ A-tu`V' u��h ei�A' e- V'e y�r��skw��h, ektL-� v�lV II.New Construction Areas (New Dwelling or New Add itions/Extensions): 'Dimensions of first floor extension: x Z-7. (UG Dimensions of new second floor: Dimensions of floor above second level: Height(from existing natural grade): I`) '- q%% Za "GU- Is basement or lowest floor area being constructed? If yes, please provide height(above ground)measured from natural existing grade to first floor: 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: �lUea�fS, 51 vi •� l� .ce vie rtJ )D--- r"Mkn - I 0"3c-Y XVV 1. ' 5 �C tsi UaZ �l3 re't 1ti� Number of Mors and Changes WITH Alterations: 2 oo- � Sly �✓ �� e.. W`� 1 vim, k� i004-cv owvs .� 5 i Ir ins r. ka u"kdLq 0 IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: v Proposed increase of building coverage: !L11-1 ,� Ci,r�c�� s � ►h� PU�C� Square footage of your lot: Percentage of coverage of your lot by building area(lot coverage) Gross Floor Area(GFA)of single family dwelling including the attached garage and or habitable detached accessory structure: (Please refer to Chapt r 280, Section 280-207 oft e Town Code): 1. -7 C `w o -J CUAde�r ztu-D .O- For Residential lots projec within the allowable Sky Plane? (Please re,fe�'to Chapter 280, Section 280-208 of the Town Code): V G Fad, a C' �'Klt� V. Purpose of New Construction: e vvt lG 1 `� '�l �/ 7'(� a C'S C�i�i�C P s CtdY'� van 6 '� G)A C; � 4- f.��c, ec vt �6 O) UJI A e avow%- 616 V,,5 Ai a AA t e ✓v- IJ 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: 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. RVVVevised'692023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION ecei ed A. Is the subject premises currently listed on the real estate market for,sale?APR 09 2024 Yes _�K_No B. Are,there any proposals to change or alter land contours? Zoning Board of Appeals __X No Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? loci 2.)Are those areas shown on the survey submitted with this application? 4' - 3.) Is the property bulk headed between the wetlands area and the.Lip land building area? 4.) If your property contains wetlands or pond areas, have you contacd the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? 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 nCar the area of proposed construction,at or below five feet above mean sea level? E. Are there any patios,concrete barriers, bulkheads or fences that exist that are not shown oil the survey that you are submitting? f3v 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? O-C' Ifyes,'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 or to obtain an Amended Notice of Disapproval. El. Do you or any co-owner also own other land adjoining or close to this'parce.l? ko Ifyes, please label the proximity of your lands on your survey and identify the Suffolk • County Tax Map No. . I. Please IIist present-use or operations cond cted at y ur pro- er�ty,an the.proposed ```use i�+�/kft (examples:ex'' mg sing a family,proposed:same with rage"pool or other)pool or other) Author' ed signature Dat } J f'$� ■ipt�`A Town of Southold 4/4/2023 {;eat C�Gw V 53095 Main Rd Southold,New York 11971 Received APR ®9 2024 PRE EXISTING zoning Board of Appeals CERTIFICATE GE OCCUPANCY No: 43969 late: 4/4/2023 THIS CERTIFIES that the structure(s)located at: 515 Third St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-9-17 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 43969 dated 4/4/2023 was issued and conforns to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood frame single family dwellingwith ith walk up attic,front screened porch and attached garage.* The certificate is issued to Gibbs,James (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF]WEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. e uth ri-ed Signature BUILDING DEPARTMENT TOWN OF SOUTHOLD Received HOUSING CODE INSPECTION REPORT APR 09 2024 LOCATION: 515 Third St,New Suffolk Zoning Bc)arri of Appeals als SUFF.CO.TAX MAP NO.: 117.-9-17 SUBDIVISION: NAME OF OWNER(S): Gibbs,James OCCUPANCY: ADMITTED BY: SOURCE OF REQUEST: Gibbs,James DATE: 4/412023 DWELLING: #STORIES: 2 #EXITS: 2 FOUNDATION: stone CELLAR: pit for mech CRAWL SPACE: BATHROOM(S): I TOILET ROOM(S): UTILITY ROOM(S): PORCH TYPE: _ screened DECK TYPE: PATIO TYPE: BREEZEWAY: FIREPLACE: sealed off GARAGE: yes DOMESTIC HOTWATER: yes TYPE HEATER: gas AIR CONDITIONING: TYPE HEAT: gas WARM.AIR- forced hot air HOT WATER: #BEDROOMS: 3 #KITCHENS: 1 BASEMENT TYPE: _^+ OTHER: ACCESSORY STRUCTURES: GARAGE,TYPE OF CONST: STORAGE,TYPE OF CONST: SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: VIOLATIONS: REMARKS: INSPECTED BY: JOHNJ DATE OF INSPECTION: 4/3/2023 TIME START: 9:30am END: 9:50am cdG-. Town of Southold 4/4/2023 P.O.Box 1179 • 53095 Main Rd Received Southold,New York 11971 APR 9 2024 CERTIFICATE OF OCCUPANCY' nine Board of Appeals No: 43968 Date: 4/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 515 Third St,New Suffolk SCTM#: 473889 See/Block/Lot: 117.-9-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Bled in this office dated 11/30/2004 pursuant to which Building Permit No. 48832 dated 2/l/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing;single family dwelling as applied for The certificate is issued to Gibbs,James of the aforesaid building. SUFIFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL XLIECTRICAL CERTIFICATE NO. 48832 4/2/2023 PLUMBERS CERTIFICATION DATED 4/3/2023 Quinn th riz V gnature 617.20 Appendix B Received Short Environmental Assessment Form APR'®9 2024 Instructions for Comnletin� Zoning Iota d of Appeals Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: p— 1\ Project Location(describe,and attach a location ma . ':�I -�n d,, �S) pew C-3')W�J Brief Description of Proposed Action: COP J \r0_0"r Q. �ti' �a X1Sk t.v\- 1"3\U�,q •�n�`�I �tc�vsi� Name of Applicant or Sponsor: Telephone: 7 (, �,�-�� E-Mail:CzU —W Address: City/PO: dd State: Zip Code: �e 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: 1 k,'-s-o Acl\!�n 3.a.Total acreage of the site of the proposed action? v L1o3 acres b.Total acreage to be physically disturbed? 1, Z. 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 ❑Rural(non-agriculture) ❑ Industrial ❑Commercial esidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? Received b.Consistent with the adopted comprehensive plan? APR-0 9 2024 xi 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? Zoning Board of Appeals 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? 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? y� NO YES I No,discribempthod,for, ro idin astewq er tr tment• k� L rb 11 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 ❑Forest ❑Agricultural/grasslands 0 Early mid-successional ❑ Wetland ❑Urban 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 "r:�,am`:" :. + < b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ��` � 4=i -If Yes,briefly describe: ❑NO ❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the p4e �'( NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? GG If Yes,explain purpose and size: 'AR R' 19 NO 19.Has the site of the proposed action or an adjoining property been the location 8Vv8M1;tbsd ApPE ERO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing 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 Applicants e: o /�P c ZZ o Date: 1 2 t../ Signature: Part 2;Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my Iv responses been reasonable considering the scale and context of the proposed action?" 1.4 N ,o o r Moderate ,.:. .. � •.. small to large Impact Im•act may may Y" na i.:�- 'i' •�::,;;;.,•E7.>.iq�;s.�.�i.t'•�4%tf,'iw�:'" , 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. WilI the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,floodingorr dgli$ag�p gals problems? Zoning FF3j ar 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed'action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ 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 Received APPLICANT/OWNER APR ®;9 2024 TRANSACTIONAL DISCLOSURE FORM y�,n n o r``f of A peSIS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town o`Ane. s�n�employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same.YOUR NAME : bqvAp, (Last name,first name,middle initial, nless you are applying in the name of someene4ise or other 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 X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the 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) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 1 ay of t''t�� I ,20 Signature Print Name Ott Zo T l Illllll llll IIIII 1111111111111111111111111 lull llll llll l Illlll lllli lull Illl llll � � SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 08/04/2023 Number of Pages: 4 At: 11:19:04 AM Receipt Number : 23-0099328 TRANSFER TAX NUMBER: 23--00383 LIBER: DOO'013212 PAGE: 377 District:. Section: Block: Lot: 100.0 117.00 09.00 017 .000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $750,0.00..00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.0.0 NO Handling $20 .00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5. 00 NO EA-STATE $125.00 NO TP-584 $5.00 'NO Notation $0.00 NO Cert.Copies $0 .00 NO RPT $200 .00 NO Transfer tax $0. 00 NO Comm.Pres $12,000 .00 NO Fees Paid $12,395 .00. TRANSFER TAX NUMBER: 23-00383 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County Number of ages RECORDED 2023 Rug 04 11:19,04 AM,, This document will be public Uincent Puleo CLERK OF record.Please:remove all SUFF&K COUNTY S.00ial•ASOPERY,,Numbers L D00013212 prior to recording. P 377 DTg 23-00383 Deed./Mortgage Instrument Deed•/Mortgage Tax Stamp Recording L Filing Stamps r� 3 FEES Page/.Filing Fee Mortgage Amt. �" I Handling 20, 00 1. Basic Tax ~- 2. Additional Tax 'Sub Total Notation SpecJAssit. — EA-52 17(County) ' or ,Sub Total Spec./Add. _ EA-5217(State) ; TOT.MTG.TAX R.P.T.S.A. 00, OCO Dual Tow4WAje Dual County_ Comm.of Ed. 5. 00 Held fment Transfer Affidavit ' " Mansio TCertified Copy The propby this mortgage is or will be,improved by a one or"two NYS Surcharge 15. 00 family dwelling only. Sub Total Other _ YES_jZ�_ or NO Grand Total If NO.see appropriate tax clause on page# of this inst ent. 4 Dtst G�f 23028143 1000 ii7oo 0900 or Preservation F �000 5, Community und Real Property p G S IIIIIIN�IIIIIIIIIIIII��I��i�lll�lli�llll Tax Sernce R CGR A Corisideratiort Amount$ 75?7,G>%�, Agency 2"UN- CPF Tax Due Verification Dp .- _. ._._— ✓ 1`'®'-6 Satisfactions/Discharges/Releases•Lis't•Property Owners Mailing Address Improved RECORD&RETURN TO: Vacant Land111yeo A'[ Ito. CSB• TD �O TD TD Mail to:Vincent Puleo, Suffolk County Clerk 7 Title Comnany Inforirnation 3,10.Center Drive, Riverhead, NY 11901 C2,Name JUDICIAL TITLE INS. AGENCY M' X www.suffolkcOuntyny-gov/clerk # � �j . 1p qL s Suffolk Count RecordinLy & Endorsement Page This page forms part of the attached D C49 made by; (SPECIFY TYPE OF INSTRUMENT) SaIv.GS F.• fsY bb5 _ The premises herein•is situated in SUFFOLK COUNTY,NEW YO fRK.. TO in,theTOWNof a ,tid &6.r�ADu?7o1G*• �' In the VILLAGE or HAMLET'of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING,OR FILING. �:-0io�:arouk (over) NY 005,-Burgain and Sale Decd with Covenant against Grinior's_Acts Individual or Corporation(Single Sbcet)(NYDTU 8002) 6INSUI.T YOUR L\wYFR DF.FORF SIGNINyG�THIS INSTRUMENT-THIS INSTRUMEAT.SHOULD BE USE611Y LAWYERS ONLY THIS INDENTURE,made the 7 r� day of P/ in the year 2023 BETWEEN James E.Gibbs,residing at 3 Emerson Lane,Shelter Island,NY 11964, party of the first pan,and 1/� Roberta"Apuzzo,residing at:2 Park Lane,Apt.4E,Mount Vernon,NY 10552,as to her 50% 1 interest,m1enant in common, with Margherita Bonanno-and Dante Apuzzo,husband and wife,residing at 120.Miclwood Street,Brooklyn,NY 11225,and Rosario Bonanno,residing at 2 Stoneleigh Plaza,Apt.61, Bronxville,NY 10708,as joint tenants with rights of survivorship,as to their 50%interest, party of the second part. WITNESSETH,that the party,of the first pan,in consideration of Ten Dollars.and otter valuable considcration paid by the panyof the.second pan.does h'eteby.grant and release unto the p'Srty efthe second.pan,thehcirs.or successors and assigns of the party of"the second part forever, ALL,that cenain plot.piece or parcel of land.with the buildings and improvemeots.theruon erected. lying and being in the Town of Southold,Countyof Suffolk and State of New York,more particularly bounded and described in Schedule"Art attached hereto and made a part hereof, BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by Deed.made by"Karen"C.kellstab allda Karen Gandolfi dated December 19,1020 and'recorded February 26,2021 in Liber 13092 Page 721 in the office.of the Clerk of the County of Suffolk. Life Tenant,Karen C.Rellstalb,.crealed by Deed recorded in Liber 13092 Page 721,died a resident.of$uffolk County on,June 13,2022. This conveyance is intended to convey a 50%interest in the premises to Roberta Apuzzo and Is intended to.convey'the remaining 50%interest in the premises to Margherita Bonanno and Dante.Apuzzo,husband and wife,and Rosario Bonnano,as joint tenants with right of survivorship. TOGETHER wilh all'right.title and interest,if any,ofthe party of the first part of,in and to any streets and roads"abutting tht: "above-described premises io"the center lines thereof.TOGETHER-with the appurtenances and all the estate and rights of the panyof the-first pan in and to said premises;TO HAVE AND TO HOLD the premises'hcrcin granted unto the party of the, second pan.the heirs or successors and assigns of the party of the second part forever., AND[he patty of the firsCpari covenants that the party of Lhe first part has not done or suffered anything whereby the Said premises have bx:en•ineumbered in'any way whatever;except as aforesaid. AND the party bribe first part.in compliance with Section 13 of the Lien Law,covenanis.Lhat the party of the.first part'will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for[tic purpose of paying'the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part-of the total of the-same for any other purpose. The word"party"shall be construed ns if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF.the party of the first part has duly executed'this deed the day and year first above written., v�. IN E'NFSF.NCE'OF: � James E.Gibbs 800 Westchester Avenue•Suite S340•Rye Brook:NY 10573.T(914)3B1-6700•F(914)381-3131 31S Madhson'Avenue.Suite 3028•New York.NY 10017•T(212)432.3272•F(800)329.9396 JUDICIAL TITLI3 20 West-Main Street.•"Suite 101+Riverhead,NY 11901•T,(631)395.000•F(631)405.3155 Title Number: 149369OL-S SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being,at New Suffolk, in the Town of Southold,County of Suffolk and State of New York,'bounded and:d.escribed as follows: BEGINNING at a point on the westerly side of Third Street, distant 90.75 feet southerly,when measured along the westerly side of Third Street from the corner formed by the intersection of the southerly side. of Main Street with the westerly side of Third. Street, said pointr of beginning also being where the division line between land now or formerly of Eksterowitz and. land here described intersects the westerly side of Third Street; RUNNING THENCE south 05 degrees 08 minutes 00 seconds-west along the westerly side of Third Street, 70.59 feet to land now or formerly of Dawson; THENCE north 85 degrees 26 minutes 00 seconds west along,said last mentioned land, 101.41 feet; THENCE north 05 degrees 04 minutes 00 seconds east and still along land now or formerly of Dawson and along land now or formerly of Eksterowitz,70.53 feet; THENCE south 85 degrees 28 minutes 00 seconds east and .still along land now or formerly of Eksterowitz, 101.49 feet to the westerly side of Third Street at the point or place of BEGINNING. FOR CONVEYANCE PURPOSES The policy to be issued under this report will insure the title to such buildings and improvements erected on.th.e premises which by law constitute real property. TOGETHER with all the right, title.and.interest,of the party'In the first part,or,.in and to the land lying in the street in front of and adjoining said premises. IfSF.ACKN01V&JXA1&TFORM1PI:1.OWWITNfNNEWVORKSTATEONL) USBACKNOWLEWHENTFORMBELOWWITurNNFivYORKSTATEOMJ': State ofNNeew Ynrk,,County of Suffolk I ss.: State of New York,County of On the l D day of M in the year 2623 On the day of, in the year before me,the'undersigned.pcisomlly appemW before me,the undersigned,personally appeared James E.Gibbs personally known,to me or'ptnvLd to me on the basis of satisfactory personally known to me or proved to me on'Ihc basis of satisfactory evidence to be the individual(s)whose namc(s)is(ard)subscribed to the evidence to be the individual(s)whose name(s)'is(are)suhscrilicd to the within instrument an'd:acknowledged to roe that helshelthey executed within instrument and acknowledged to me that he/sheAhey executed ilic,same in his/her/their capacity(ies): and that by hismer/their the same in his/her/their capacnypes), mid that by his/her/their 'signatun(s)on the instrumeni.the individual(s).or th person u sigm iture(s)on the insuumerit4 the mdividual(s).,or the person upon behalf of which the individuals)acted,executed"c a behalf of which the individual(s)acted,.executcd the instrument. SCHWEITZERANNALISE NOTARY PUBLIC•STATE 57 NEW YORI( ^ N0IN SUF OLK C Notary Public a)ALFIEo w sul:FoixcouNn. MY COMMISSION EXPIRES SEP 28.20 Z AcmvowL3DawwrFommFORUsE,lYmUNNEIVYORKSTATEOAZY: ACKNOwaiD)MENTFORMFOR USE OUISIBENEWYORK STATE OiyLn JNe York SuNcrihiug WitnessAcAnoWledgment Certifica(el IOW of Stare or Fore(gn Cenerrrl.Acbrmdedgniew Certificate) State ofNew York,County.of )ss.: I ss.; (Coriyrlele Venue ieGli Suae.Cgman'.Prociaee or Mwriciptdirv) On the day of in the year before me.the undersigned,personally appeared On the day ofin tltc year before me.the undersigned.personally appeatd the subscribing witness to the foregoing instrument.with whom I am personally acquainted.,who,bcing'by me duty swom.'tlid depose and personally known to me or proved to me on die basis of satisfactory say that he/she/they reside(s)in evidence to be the individual(s),whose name(s)is(are)subscribed to'ihe within instrument and acknowledged tome that tudshelthey executed (ifdre pfgce ofresidence is in a city,hichule the street and smeernumber, the same in his/her/their capaeiiy(ies),that by his/her/their signatures) if arty,.rheregf;that helsheiihey knows) on the instrument.the individual(s),or the person upon behalf of which the individual(s)acted.executed theii strumem and that such individual to be the individual_described in and who executed the'foregoing_ made such'appeanwce before the undersigned in the instrument;.ihal said,subscribing witness was present and saw said execute the same:and,that said'witness at the same time subscribed (hisert the city or other political subdivision artd the state or caunrry or lusher/dleir rnmte(s)as a witness thereto, oilier place the ackuolrledgrnent was taken). BAkCAiN&SALIi UIiEI) ACM I7,f1y1'p\n?Kn.\'ra$AriAI�YI'nHA�IrrN'% TITLE ND. + `It'1 �"l �L+� DISTRICT 1000 siicrION 117.00 James E.Gibbs BLOcx 09.00 Lot 017.000 COUNTYORTOWN SOUTHOLD TO, Roberta Apuzzo,.Margherita Bonanno, RECORDEDATREQUESTOF Dante Apuzzo&Rosario Bonanno Fidelity National Tide Insurance Company RETUR,V 11YAIAILTO FIDFIJTY NATIONAL TITLF. Nicole A.Filannino,Esq. INSUP 1NCE COMPANY 202 Mamaroneck Avenue,Suite 101 I'VeMYAM.10 I9?8 White Plains,NY 10601 b4i-, Fidelity r, _ Al,«dn NnJud Smx Lud744.4aaietian ' W U O z Z 0 O U w U. O W N � 1 ¢ O LL W U Q 0. N _y Uj W ¢ W N W ¢ • ' INSTRUCTIONS(RP-5217-POF-INS)ewworpsslate.ny.us tsbR COUNTY USE 6LY -• Naw,.Ycwk State,Departrltont of C.I.WAS Code ,,/�, Taxation and Finance Ca Date Dhoti c6 Rodordad I / '^I /Z� I Office of Real Property Tax Services rr1� •- -•� RP-5217-PDF CS.Book 1 I t r F,I .21 ccPage f r r 3.7 r 71 Raat Properly Transfer'Report(iW0) PROPERTY INFCIWM T10N t.Property J15 TF::RD STREET Location •e:A41 reran R •al.(Zi rise ' NF.W SO_-MLK t,pd 11'956 anoaraw vwlae '�jLs!° •nPCaoe sBuyer 3GNA\NG .Z•Zp 1n+'r MrARGHERITA �w Name •t,<sr ww[tior-wl. •rwl rWe b°oxoa Ia LAST%.glJC9M TT •wR.Ya L TAN Ind cote,wham future Tan Ball are Id be Sorel DUMB amhordlan buyer oddrew(atb"Ouloffarm) LAST C.LW&'h nnrwrr Addreu e13L1 ra.Y3EaA\e NYf alr•Ci-fari 'ST.tt iP7oia U� 4.Indicate tnu aumberof Iusnstnem a of Paresls OR Pad rw of a Pal (only If Pan 09■Pamaf)Check n thsy ePDIYI RoR parcels transferred on the deed 4A.Plannllg Rand widr Subdblwon Authority Exhft �•Dead OR 0•:6 4B.SubdMdcn Appmval was Required for Transfer prall ty -I PONT My •(a•'ir' •.CRLS Bus C.Partial Approaed for SubdtAAlon with Map Pm+Aded GTBBS JAMES E. a.Selhlr wrNaacca:oiar• aa•ruas Name i.":NA A0 Warr •Rei a4R 'r.Select the description which most Accurately describes the, Clack the hone,below as may Apply: use of the property at the Mw of sah: L Ownemhlp Type h Condaminiffil A.On:Family RosldenHbl 4.11cw Construction en evocmt lent 10A Proparty Localad wimp an AgrkullaW Disdd 108.Buyer recolno a disrbsue rlodre Induftng that Iho property is M an .Agdeuhuat OIMIcT El SALE INFORMATION 16.Cheek tw a more of three wndltiom n appecable to tansbr. A,Selo Between Relatives or Former Relatives i I.Bah Contact Dab 03/27/2023 B.Sale bawoan Related Compatisa or Partners,in Business C.One of dal nurere Is ON a SNIT •iL Data of SatMTramfsr O Q� D.auyva ie SN Is Government Agency or Landnp Institution E.Doed Type out Wenardy,m Bargain and Soh Ready Below) F:Sale of Fractmal or Lose awn Fee Interest 15pody 59MQ •1l,Fue gain Price 7 50,000 10 G.Slgnifsam Cherie o Property Doween TmeNe Sams and Sale Date$ H.Sorb at Duman is Included M tale Price I Fue Soh Prim in total amount paid for the pmperttr Including personal property. I.Omer Unusual Moore Heeling Sorb Prira(Speoty Below) Tell paymnt May be in We form of cosh.Omer Itmpeny,or goods,orthii assumption Of J Norte matgagsa a at her oUgaile s I Please mard to Me nebmatweaM duarsmom Communists)on Condition: 14.todlcato_the value at panonsi O,DD property Included In 6s sale ASSESSMENT INFORMATION•Data shotdd reflect the latest Final Assessment Rig and Tex DU 1f.Year ofAsomsiment Rog from Witch lMormatbnmuntYY) 22 '1T.'Told Assessed Value 3-,_DO •18.property Chu 2'-D - •19.Sehool District Name NEW SUFFOLK 120.Tax Nap IdsnSlbrpyR ll ldmuger(s)(a more dun four,ansch shntwltn nodleonal Identlfbrp)) C RTIFICATiON I CvFM that all atom Imlm of Inmrmeuon adored on this form an sus and cog adt Ito as bat of my kedwtadge slid belief)and I understand that the making of anyisillfuh g film statement of material fact herein subject me to the prinrls Ol.of ft leminfujivy.mistwe to the making and filing of fain laalrumMU& -00-LER IG E 13U.YER CQfMCX INFORMATION y I(EaarrManautn IN des blMor.Wei IWAru lLC.0dely,asiooal'ik mrparrcvr.plrt-6—�Tsnr•sli mor antA•0ulnrwtmlMwaralapamTetnrmy.arwenmwend®IwCiMnaeendaar:dvtlueaaapen�w Sr rT3 1 rem Teoe nent.orrw•am.'wnAwnwb.l•dtrm+n a.mwra�TyF•er Mmareutrt er.I ra SMAIR E P'B BUYERStfa11ATURE 3011ANt4v S AFG2Z0 M)►RG!ERITA d OANT$ •LAS tiAa? Freer N.Iq i 14rKT -ILtr�i... qea fR•vuraMr a ea1a1.91 M:e _20 _`fICWO07 STREET -rseer xl,atlr •srrrl Twee loomBROOKLYN NY 1_225cr.•oa Tara 9••11 zRcaoa BUYER'S.A=[ORNE1(:ILA\\TNO NICOLE FIRST14W 9:4j 949-1024' arrorre, r3a ADDENDUM TO RP-5217 P� 3 GIBBS TO BONANNO& APUZZO 515 THIRD STREET,NEW SUFFOLK,NV 11956 SCTM 1000-117.00-09.410417.000 DDITIONAL GRANTEES: i Rosario Bo Y, IY1 a r�h a Via. ath 19.04a .� Address: wnrlcib P1ar.�,;Apl. 61.-Br Ville. 708 � l G Itoherta Apuzzu a S �'Q � D Address:2 Park Lanr;Apt.41, Mount Vernon,NY 10552 geceived -IJ)A APR 0 9 2024 515 3RD Street— New Suffolk, NY 11956 Appeals Zoning Board of All Photos • 4/1/2024 j t a Existing Front View— Looking West Existing Front View — Looking Northwest Page 1 of 4 1 RI Z i Wflifflilliffilm r� 1. 1r i i `� deceiver �1 APR 0 9 2024 Zoning Board of appeals r ♦.. _ yw j' t ..� Existing Rear View — Looking East r � 4194 Cam" •,'� <r -f 'v iR t e' 4G ,gY^ yy+�C' �7;, s.1s} F.L,+ ".C' ^.!F v .•,� r r W. Existing Rear View — Looking East Proposed Building Addition Layout Note— Right Side Bump Out Line isws Proposed Open Porch Page 3 of 4 eCeive ri - APR 0 9 2024 Qlling Board of App eats tr 1 a. w' w Existing Rear View — Looking Southeast Proposed Building Addition Layout Note — Right Side Bump Out Line is Proposed Open Porch Page 4 of 4 x j_ �ppwy.. .� KAM _OVVN€R., PELAGE DISTRICT SU_.,<� WT -. F. � RE AGE F ER. •:, AC i.COCU. ; J AGB y f` tom' r"g •' f't TYPE OE BUILDING ;�' ,�S tt 1I ,�,£I �; +" r'M.' •'s; ��,.:v^'+�-did .�,;,�F;'�.�''`�'q�'.�+�:: }!:y�.r..,..i�,t1.t 4 -:3;,s: ! ,�•" .r'-.,,x. .;I> �} iw' j- ^'rt`�'�ri'. b..� t Ia°; f•'`t .d t 'p''Y.r,'�y "''✓L _ .r:�.: � �;`- .&+. i (CE" SE;AS:_ VL. fARRrI COMM. I.Nt?: CB. Mkt'.,Value t/+i1P. TOTAL DATE REMARKS .��. .;,. ::: LAND &- �. y �, ,i J d'. r *v d 7 E ....,:....,+�.'C,�q:3 e.. y�.";F..t�' �< k� f'i�e•'".' /�7'' :ii.b� �a�'=''i'S�..c:3.. l+ (9 I h. d .v" C J' r! 1 ?64. i S I. H ae` o+nw 77 � - ... .. .:AE BUILDING COND1TiON a 9 -� �t st�ra�� �1k� b �. FRONTAGI}A. _oN WAT N.EV+J NORMAL BELOW ABOVE A :ra, y, s` ��'RO� D E>° A TA ON FRC7 G Value N u 'a' - a �t re V Pe .Ac �. -. ..r... Acre Value r , ... .,:'. . ,,..��� �. ,� TiTlgble `i Bl1.LKHEAD-'� Tillable. 3 Woodland TO cam+ ,�,;,: �'.�.,.•► D � B.rush1and ' House:Plot Total 7 v) 4,4 IA -.s: 'act Fo9ndation 3 Bldg.. Basement doors. ' Extens,url n U., Infe' .,F�',is. I 'A .jh's-h Fxterision. t:,, L dr i v t Fire PlqCbnWon. - :1.7777 7� 4 R6 e A Porch fQfy k Floor n� i C=P CCDc # Porch , —42 Patio f :Ropms 2ndFlQor w 0'reezpwqy rMer G prdge V" T F • RECORD '' 4 ,:, C}t�SlNEt2 '4,.. 11fLi.AGE f.. .. :. g ...� ., DISTRI CT SU- . LOT ��,f.�5-,�n ¢�:�_. < - ,[3RJvtEI .�1�VNECt" - °:�. ..3. . N E "REAGF 1 ..5�:. � .:T •i`�C����� Lam' °R�'-",�'tio. "z+'i" S } W TYPE OF BUILDINGOIL, F a' ^'r ..i^t=. - Y''S rat�ft e:J f �,I,.fwf:r: .� ; )�q } jjpio :;•a `,l= ti>:� 's.. ,: 11=s• SEI�S VL. ^ FARM comm. � IND: .,.ate Est. lVlkl �afi�e :"e LAND -Imp. TOTAL BATE REMARKS i "�. fev .d added Ly sL �'t 0- Ei='- -r'' Ys"`• Es'.•: < • ' ,� � a� ty D 0'/ F'r K['t°a t.1` f d L✓'C• 4P:F 1Sc-;��.✓ _ ;w'. AF BUILDING CONDITION NEW NORMAL BELOW ABOVE FROI!1T,A - Q Farm Aare Value Per A ., s� .. _ cre Value 1=RC3NTAGE.ON ROAD BULKHEAD _Tillable c --r € . r, _ � :; QD Woodland Swomplofid Brcrshlcmd f House Mot f _ - - p g ~ CZ n -p (gyp s Totcjl • t-7- 71; r g� M. Bldg. j ifqyndotion U Extension Basement So rs I- ' ' Extension Wails 1 Inter16r Finf sh A Fire Place ension Ropf Type Porch —4- Porch Rborns Ist Floor 0 Breezeway patio :Roams 2nd Floor Pprrner iveway. CD iv -Buy , iiii!liii!!!!!i!liitiii !!ill iii!!!!i!'!!!!!!!!!tE!!■ • .- MENOMONEE ► !�MOONS iii!!ii!!!!!i ' iwiM�UMlOMiM _{ ■■ FR �'� ��,�� ... � ■liiiiiiiiiii!liit'!i�!liiisi y -`- � ;� �, ..... � : ■isrii�lii!!ii!!!!ii!liii!!i! - s _:K ii�f■iii,...�. ®! �!!i!lINiitINi!■ l { �I rt� ■ >` �4' 000100! li/ANIOM!i!lEiii!!i■ �wne�r liiii iirewwrr�l�■r M!■■i!!i!!!i!■ '.. ... . ■iiili`iliiiiiiiii�i!■ ■iiiiiiii,!!i!!liiiNtii!!!! NONE ■■tiiMERNEMMINE EMEMEMrsNUMEMEM�� PC oundation r r.:� 4 '" • -: ice'-' •• �� Fire Place r r • i fi' •re r Dormer Dock -� • • 1. 9 _ till r � ZBA CHECK FEES - 2024 Funding Account - B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 4/5/2024 North Rd Hotel (Hotel Moraine) 7927SE $2,400.00 2686 4/12/2024 4/8/2024 Nappi, Rick 7928 $1,250.00 11827 4/12/2024 4/9/2024 Apuzzo, Dante IF $750.00 2090 4/12/2024 $4,400.00 l RECEIVED A P R 1 5 2024 Southold Town Clerk Town of Southold i P.O Box 1179 - Southold, NY 11971 * * * RECEIPT Date: 04/15/24 Receipt#: 325683 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7927SE $2,400.00 1 ZBA Application Fees 7928 $1,250.00 1 ZBA Application Fees 7929 $750.00 Total Paid: $4,400.00 Notes: Payment Type Amount Paid By CK#11827 $1,250.00 G. B. Construction & Development, Inc. CK#2090 $750.00 Mazzaferro, Nicholas CK#2686 $2,400.00 Swallowtail Management, LLC Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Mazzaferro, Nicholas PO Box 57 Greenport, NY 11944 Clerk ID: JENNIFER Internal ID:7929 NICHOLAS MAZZAFERRO -y210 2 9 PO BOX 57 GREENPORT,NY 11944 DATE PAY TO OR D R OF � DOLLARS CHASE�j JPMorgan Chase Bank,N.A. www.Chase.co1m MEMO RECEIVED A P R 1 5 2024 Southold Town Clerk mho N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 nickmazzaferro@verizon.net Consulting Engineer Design, Construction, Inspection August 5, 2024 Town of Southold -Zoning Board of Appeals -� I PO Box 1179 Southold NY 11971 This is in reference to the Request for a Variance for property located: Dante Apuzzo (#7929) 515 Third Stret,New Suffolk NY SCTM-1000-117-9-17. The public hearing for this request was conducted on 8/1/24.At the hearing additional information was requested by the Board. The following information is provided as clarification for items presented at the hearing and details of the status of the adjacent properties. For clarification, the proposed total amount of lot coverage is 25.8%. Since the allowable coverage is 20%, the variance requested is only 5.8%. During the hearing the amount of variance requested was not clearly presented. The attached chart and drawing outlines the current conditions of the neighborhood and presents the calculations for lot coverage and MGFA. The information used in this analysis was obtained from the Town Records. The results of the analysis are: - The proposed coverage at 515 3rd Street is 25.8%; only 5.8 %over the allowable. - The MGFA proposed at 515 3d Street is 99.9%of the allowable,therefore no variance is required. - Two of the five adjacent properties have coverage that exceed the 20%allowable. - One of the five adjacent properties has MGFA that exceed the current allowable. - The proposed project for 515 has only rear yard impacts and aligns with the current character of the neighborhood. - All of the neighborhood properties were constructed pre-zoning and pre-MGFA. Nicholas J. Mazzaferro, P.E. EAu ust 5,2024 l 11 i NEIGHBORHOOD ZONING ANALYSIS'@ THIRD STREET BETWEEN MAIN&JACKSON EXSTING C o aximum o 0 'Building covered by Gross Floor Allowable Gross Allowable Tax�Lot Address Lot Area(sq ft) Area,(sq it) Building Area Area (sq I Floor Area(sq ft) Gross Area Variance# NOTES 1000-11 - -16.1' 162 16740 N STREET 7;260.0 17308.0 0 7308.0 2;100.0 6 . o 000-1 7-_ 9:3 2155 A T 7,147.0 1,208.0 E=7 1, 60.0 2,100.0 64. 1000-117-9-19;2 .413 3RD STREET 7,152.0 1,391.E = ,t18.5°Jo`. .2,346.0 2,100.0 111.7°A NIA Existing structure pre-exisits the.MGFA of.2100 SF. 1000- 1 -9- 0 440 3RD STREET14;4 1.0 3,374.0 .4.o'; 2,601._- 2,6 1. 8. 7 Vananoe.to build raiseDeck 1000-117- -21 3 5,317. 6 1.0 u; 2,. 0.0 74. 0 5963 Variance t0 buildgarage; Otis pre-existing and small I i i'• I. I ' ZONING ANALYSIS @ EXISTING HOUSE Existing %of Lot, %of Building oovered'by Existing Allowable Gross. Allowable Tax Lot Address Lot-Area(sq ft) Area (sq ft) Building Area. Gross Area (sq ft) Gross Area SUBMITTED PLANS 1000-11]-9 17 7,156.1 1,283.0 '17.9'k<.' .' 1,553.1 2,100.0 74A°�>':-, Exsitng SWcture Coverage and Calculated GFA. (1 STORY REAR ADDITION) 1 ZONING ANALYSIS@ PROPOSED HOUSE Proposed %of Lot %'of Building covered by Proposed Allowable Gross Allowable . Tax•Lot Address Lot Area_(sgft Area (sq ft) Building Area Gross Area (sgft) Gross Area SUBMITTED PLANS Proposed Structure Coverage and Calculated GFA. 1000-1174-17 (1 STORY REAR 7,156.1 1,845.0 .25.8% 2,097.7 2.100.0 99,9% :.ADDITION) 5.8°k Lot Coverage Variance Requested. f B t>•Sr jgpt5gl si� —— —�——— 'TNtIDT 100LL11)+1,0d i3Ftlfi�.,. `�/' I , 1 —� - 10TCOVEAaOa®IIIIAIE., ' aaowa ft.se,sf ��P�`I �EGOID FL SD(FbTNaTE PQi P19taT1RVE17 -- -- - rr,oaT.,zmaofr(R,wTq I ,nao uns sn,fr-T W"nu�owae'LL1O"uan"a'Eossa�u)z,ao srwu5t>snw>Et I rt��w>tmo,n-g,az I I nuc wr,mu,n�,e,ataz �5 wuxa,sofr I tors�.).,szasf I tm s�.]�aosf 1 t�SGEafI�D I 6Uaffi1s MEa=13i,e sF fS�D.FwslRww,wVaq BULD&SAtiEa.l]OB sf laea SFa,D[i,.6]daF&DO981CLOSEDPOSGII) I t 5F lYi t:OVEMOE.tailtel>,a1.b laR(CaMAs64NL) I CpVFA1GE.160M I arofL t:�i°s�f pawofc iflwaooe Rwn) m�ooi iaa"etc�ioseo fonu+l-®sf Tmuraaoss.aw Tmu nroswtasf I euanumutfwrueorvmonsmver..a oos roscr ernwr I :lot fmvp �af ?#T_ _seas etnc,.. �' acwoEs � rn,• ,'..z.:g atxFsomsTt+uaysEan cnnwE , stmnatsa�w.,m,sfpm,svtwse.tsosf atwu6q I ... •- �', �.4`?*��•'¢a. I t's�`"F`���pr��"� I �m�s]�Im I 777.71 amo n-,zvsc I I I I rts,au]s oEw,morosunvErl I I auaw a;oiutca,sfn'a+sfnou,f�n®rav®taf�.,easr eiee:.,nfsan x�p Tu*uenosaestwnrz.taee sf un COvasaO¢vil)a6f/1MH.t 6i+nA5 NPHEMAWriUslEEe05.;R�00 " I (LNIFDR(aMEfELO(316,>la sf allJs31•a196F RIIlDNl6LP GP SFbin \\\d SYONDF4 tl{SfIR1O4,lEPEHf4H4s11RVE17 NUfEOa1Ya¢X!9 MIff1111EA tATCOVFAaGEtltllfAaS9 GILIMllmB I Tmutumss.mts(es TE,ntewosseimrzA I I I I to,snenBuowataEarwss.ztm.ata..,tn sf.a5ta60MUS OVEs,oL00 bF7.>M,Y I I I xuwvame awss.ce5 etEe v�taxae Bfvru:nt o> , waa t]tsf - Fuentes, Kim From: nickmazzaferro@verizon.net Sent: Monday,August 5, 2024 3:55 PM To: Fuentes, Kim Cc: Jenny Shoukimas; Margherita Bonanno; Dante Apuzzo Subject: 515 Third Street- New Suffolk Attachments: 515 3rd Street-Analysis Chart.PDF; 515 3rd Street- Property Chart.PDF; 515 Zoning Details - 8-5-24 .pdf I Kim, Attached please find documents for Zoning Work Session regarding 515 3rd Street New Suffolk. If you have any questions please email or call, Thanks, Nick Mazzaferro, PE ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i r* Fuentes, Kim From: nickmazzaferro@verizon.net Sent: Thursday,August 8, 2024 12:14 PM To: Fuentes, Kim Subject: 515 3rd Street- New Suffolk Attachments: 515 3rd Street- Map of Zoning Actions jpg; 515 3rd Street-Zoning Actions in Neighborhood.pdf Kim, More information for Zoning work session regarding 515 3rd Street, New Suffolk. Thanks, Nick Mazzaferro ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 7-77 1, � �` ,, �� _ .._ _._... _,. ,` ,, ! L� i. .. � � �� •11"7-5,1st$t`� variance 6270 5522 , 24(.8% lot cl"vera 1000.11.7..8.10 C .86512nd ST , AR®pf variance#0931 - -; ZONI%G8p - i_.. .. 23;7%lot coverage { i s---- IL • I ' 1000.117.9.13 1000.117.9.21 - 16500 MAIN ST. 570,3rd St} variance#7272 ` "' 515 a variance#5963 -- - 28.50/0 lot covers ;' g _ __. 31% lot'coverage 1000.117.9.21 570 3rd St 1000.117:9.20 r , no variance needed at. 440 3rd St ! time of construction' arianc�e#3107 111.7%{,over current.. 2314%lot coverage permissible gross j - ;. 2395 JACKSON ST' `variance#6462 .-- =• 26% lot coverage - �- db 1000.117 1 d.17 ` M1 ? p 2000 JACKSON ST. variance;.7949. '26.39!0 lot coverage {-,.w .. r..._' .. ., 4 . l' n-� \ •Pail+n NEIGHBORHOODZONING ANALYSIS:VARIANCES GRANTED IN SURROUNDING BLOCKS ' - 1000.117.9.13 116500 MAIN STREET 15,199.0; 4,312.0 28.4% 7272 variance to build a in ground swimming pool + ------------------ ---------------------------- 1000.117.10.17 2000 JACKSON STREET_!� 10,448.0' 2,745.3 26.3% p 7649 variance to build a in ground swimming pool 2395 JACKSON STREET, :i ' '.10;340.0 i 2,689.81 26:0%.- '`,- �_'_ 6462 variance for addition and alteration over lot coverage.` E • = " f -, °:: variance to buiW;a new:g`arage in-the front yard_(existing% ,=_4 1006A17.8.10 ;_ _ 865 2ND;STREET'.'` ;.11-,671.9 2,693.01,. 23:1"/, :` ;°' 6931 garage converted to habitable space);; E (6270)variance to;add a addition to a house that was' _ _ .l ' ",.'.;`.c ,• V - .-'° aUeady over the allowable lot coverage.`°(5522)variance to 1000-117.-7=27- !1175 1ST STREET "" 15,27.1:6 °o 3,78Z.4;_ 24:8/ , 6270&5522 add 2-car accesory garage ICBM AUG 8 2024 ZONING BOARD OF APPEALS " V i LEGAL NOTICE SFz MOLD TOWN ZONING BOARD OF APPEALS 9�J � 110, i_ r THURSDAY,AUGUST 1,2024 at 10:00 AM -fV 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.AUGUST 1.2024: 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.-EMILY GEIGER#7925SE-Applicants request a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:2345 Ackerly Pond Lane,Southold,NY.SCTM#1000-69-5-2. 10:10 A.M.-CARMEN BROOKS#7930-Request for Variances from Article XI,Section 280-49 and the Building Inspector's April 4,2024,Notice of .Disapproval based on an application for a permit to construct rear deck and front porch additions to a single family dwelling;at;1)less than the code required minimum side yard setback of 25 feet;2)less than the code required minimum combined side yard setback of 50 feet;located at: 1232 The Gloaming,Inner Bay Shore Road,(Adj.to Great Harbor)Fishers Island,NY. SCTM No.1000-10-9-16. 10:20 A.M.-EVAN GINIGER#7926-Request for a Variance from Article III,Section 280-15 and the Building Inspector's March 8,2024,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)resulting in an existing accessory structure located in other than the code permitted rear yard;located at:315 Fleetwood Road(Adj.to East Creek),Cutchogue, NY. SCTM No.1000-137-4-14.1. 10:30 A.M.-RICK NAPPI#7928-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's January 29,2024,Notice of Disapproval based on an application for a permit to obtain a Certificate of Occupancy for the demolition(per town code definition)and the construction of a new 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;located at:5218 Peconic Bay Boulevard,(Adj.to Great Peconic Bay)Laurel,NY. SCTM No.1000-128-2-22. 10:40 A.M.-DANTE APUZZO-#792 Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's February 16,2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)more than the code permitted maximum lot coverage of 20%;located at:515 Third Street,New Suffolk,NY. SCTM No.1000-117-9-17. 10:50 A.M.-A.PAUL SECK#7931 -Request for a Variance from Article 111,Section 280-15 and the Building Inspector's April 12,2024,Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at;1)located in other than the code permitted rear yard;located at:2445 Laurel Lake Drive,Private Road#18,Mattituck,NY. SCTM No.1000-121-4-7.1. 11:00 A.M.-PAUL BETANCOURT#7932-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's April 19,2024,Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool;at;1) located in other than the code permitted rear yard;2)more than the code permitted maximum lot coverage of 20%;located at:1050 Champlin Place,(Adj.to Sterling Creek Basin)Greenport,NY. SCTM No.1000-34-5-2.1. 1.00 P.M.-NORTH ROAD HOTEL,LLC,HOTEL MORAINE#7927SE-Request for a Special Exception pursuant to Article VII,Section 280-35B(4) and the Building Inspector's January 24,2024 Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 units)upon a parcel that measures 3.251 acres in total area,at;located at 62005 County Road 48,(Adj.to Long Island Sound)Greenport,NY. SCTM 1000-40-1-1. 1.00 P.M.-NORTH ROAD HOTEL LLC/MOTEL MORAINE#7953-Request for a Variance from Article VII,Section 280-35B(4)(a)and the Building Inspector's January 24,2024,Notice of Disapproval based on an application for a permit to construct a new motel building(10 units)and to build an addition to an existing motel building(4 additional units)at;1)parcel is less than the code required minimum size of five(5)acres;at:62005 County Road 48,(Adj.to the Long Island Sound)Greenport,NY. SCTM No.1000-40-1-1. 1.10 P.M.-HENRY BOSTIC AND AMBRIEL BOSTIC#7934-Request for a Variance from Article XXIII,Section 280-1051)(4);and the Building Inspector's April 26,2024,Notice of Disapproval based on an application for a permit to construct a deer fence along the front yard of a residential property;at;1)located in the front yard is not permitted;located at:5305 Narrow River Road,Orient,NY. SCTM No.1000-27-2-2.3. 1.20 P.M.-SILVER SANDS HOLDINGS I LLC #7893SE-(Adj.from May 2,2024)Request for a Special Exception pursuant to Article VII,Section 280-35(B)(6),applicant requests;(1)to convert an existing accessory boathouse to a freestanding restaurant with office and storage space,for restaurant operations;and(2)permission for an accessory seasonal outdoor barbeque/bar area;located at 1135 Silvermere Road,Greenport, NY. SCTM 1000-47-2-15.' 1.20 P.M.-SILVER SANDS HOLDINGS I.LLC.#7894-(Adj.from May 2,2024)Request for a Variance from Article VII,Section 280-36;and the Building Inspector's January 10,2024 Notice of Disapproval based on an application for a permit to construct a free standing restaurant with office and storage space for restaurant operations;1)located less than the code required minimum side yard setback of 15 feet;located at:1135 Shore Drive/1135 Silvermere Road,Greenport,NY. SCTM No.1000-47-2-15. 1.20 P.M.-SILVER SANDS HOLDINGS I.LLC.#7914SE-Adj.from May 2,2024)Request for special exception pursuant to Article VII,Section 280- 35B(6)and Article VII,Section 280-35C(1);applicant requests;1)to convert an existing single family dwelling(30'4"by 26'4")to a commercial kitchen to be utilized in conjunction with converted restaurant on the same lot(Lot 15),and;2)upon conversion,said commercial kitchen will be accessory to the principle use of the converted restaurant;located at 1135 Silvermere Road,Greenport,NY. SCTM 1000-47-2-15. 1:20 P.M.-SILVER SANDS HOLDINGS I.LLC#7897-(Adj.from May 2,2024)Request for an Interpretation pursuant to Chapter 280-146(D)of the Town Code,and the Building Inspector's November 16,2023 Certificate of Occupancy based on alterations(diner and bar areas for motel guests only)to an existing motel building,to wit:1)whether the newly issued Certificate of Occupancy issued under Section 280-35C inappropriately limits the use of the diner and hotel bar areas to"motel guests only";and 2)whether the use allowed in original Certificate of Occupancy,No. 142,dated May 28,1959 remains as a permitted use;parcel located at:1400 Silvermere Road(Adj.to Pipe's Cove)Greenport,NY.SCTM No. 1000-47-2-11. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/W ebLink/Browse.aspx?id=935072&d bid=0&repo=Town0fSouthold If you have questions, please telephone our office at(631)765-1809,or by email:kimf@southoldtownny.gov. Dated: July 11,2024 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 76f95a1b @southoldtownny.gov 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: 07/25/2024 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 Subscribed and sworn to before me, This 06 day of August 2024 Digitally signed DOUGLASWREA by douglas w rea Notary Public•State of New York Date: 2024.08.06 NO.OIRE6398443 13:25:41 +00:00 Qualified in Albany County My Commission Expires Sep 30,2027 BOARD MEMBERS ��OF s0UjyO -` Southold Town Hall Leslie Kanes Weisman, Chairperson 1 53095 Main Road -P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora = Office Location: Eric Dantes apQ Town Annex/First Floor, Robert Lehnert,Jr. ���. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 1, 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, AUGUST 1, 2024: 10:40 A.M. - DANTE APUZZO#7929-Request for a Variance from Article XXIII, Section 280- 124 and the Building Inspector's February 16, 2024, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) more than the code permitted maximum lot coverage of 20%; located at: 515 Third Street, New Suffolk, NY. SCTM No. 1000-117-9-17. 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: July 26, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 v�_--j P.O.Box 1179 + CD W Southold, New York 11971-0959 Fax(631)765-9064 ZONING BOARD OF APPEALS IV DATE: July 8, 2024 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The August 1, 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: [PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than July 24, 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 July 24, 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. MAILING INSTRUCTIONS: Please send by USPS Certified Mail, Return..Recei t 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 Instructions for ZBA Public Hearing Page 2 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 July 15, 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@southoldtomma.gov or elizabeth.saka.rellos@town.southold.Liy.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:Hsoutholdtownny.gov/DocumentCenter/View/9694/TentativeRo112023 IMPORTANT INSTRUCTIONS:' Scan and email the USPS mailing receipts, green signature cards.and affidavits to !kimf((Dsoutho`ldtownny.gov, and `PROMPTLY USPS MAIL" the ORIGINALS to the Town of Southold, ZBA, P.O. Box.1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant ,Laserfiche Instructions for Zoning Board of Appeals Records TOWN OF LA SOUTHOLD f Q T Govcrnmmen rvice� isiritt tt ONE" L.. y. , orM1 D �i } d T }' 47- ✓;` .± ( 1\0 6T `>` :Mafia';<': t .A�rndai6..'.�`" Iown°Cade:",Oyiliiie.�aptnents TmvriR�ctiriicr:;•; `'n•. •t -'1' VsebtiiitH.2.itri5thc"< ..Faimi' Y,: -- :Sig5t up cq te•Lirfr:- •i.'�.' .,:-; '�Dlintites'. ,-• :r'•�'ray:�YWYTuiv bu',tk`_ - A{?pGcaiiwtt;: ia„'::,:�=wa'a'.:�`,:.:.[ .;iuiaiiiennnnc.G;-.:::;.,........9..:..i'w'...'r.....,r...::c..ti..`..e�::i'i..::..i]:..:_.•r �'.,.;:i.-:t::✓..s:`.,,..i'nnlnv`-,'-....-t.+.;...s,,,r.:._-�...�".r..'.,>»:>ti::z<;..r•..:r%;..:'r...s....�.[rt.:.'./,Y Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WeoLlnk •' .d{4•°nc'" �''' "Oa `•" Hcme arowse Sedren T-0(5authold TownOfSouthold came sage ccune rempinM wv �;town Ozrt z Entry Properties Ta.yistoran Path ',rrvrtees rum.OTIr:;:choid Zoning Board of nppenh(ZW) Creation date 5(520t•!1.SLn:_, Page 2 ai' First <. 2 29 Entries Last modified 2 btetdddle 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. O Laserfiche Instructions ZBA Files Page 2 Laserfiche We6Unk + !M'++ep!'^• Home Browse Search IcnnUr3(:urr,Gn-Zoning Board of appeals(78A) Zoning Board of Appeals Name Page count template name (ZBA) alphabetical Index z Emry Properties Board Actions Laserfiche Searh Guides Path _ Meeting Schedules OA1:C�outMl:hLo!n-4,Gc3r. of Apreais(ZOA) MmureslAgendas4egal HouceslHeanngS Creation date „}Pending "Or2M 12:1 f:6 Rep— Last modified Special Event Permits Srz1120171::07a:A ;.;1 Tralrnng Requirements ZBA Officials 2 Metadata - 2gq potfdes in 1YNl:fa`:l a.lp^I^:1 y Exceotlons Ust Code 280-)GC(3) jurisdiction Usttng ' �t 79A Book of Mapped 1977 Exisung Lots 189 orrd-8 Pesuhs I rr1 Bulk Schedules S Agreements.Contrails8 Leases uom+nesnhtPcp-smeaws�si; Page I of 1 14 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. Laserfiche WebLink sty r,aaLin rep =oa.t -;•n Nome Browse Search .,"g Yo-r of Apu?a15 tLBAI'Board Actions came Page count template name Board Actions 1957-1979 A Entry Properhe5 " '980-I599 Path 2000 2001 Creation date 2002 2903 Last modified 2004 312V20 17,.20.0?AM 2005 3 Metddata ',2C06 2007 ..7 m?t:aoara asti�ncd 2008 :009 ._.__._..ly...._............. .I .—2010 8 Rb�l iR:JpP-tmcaePUa[2! Mt, 2012 „..013 2014 2015 2016 ^.2017 Pending ... .. .. n MfIN�.ne.ComvhulthPePim�.neV[ai p„-.:1„i 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 2017 'name Paa.moot rrmolww.. 4—a se, soam amens PdN aI cr done,,le ',n i s —d arnas 11 J; -5 51 6,,srs—s 6 a] N5 i.—N, 7o ll--' Sa al Mons - ..d .5 all—.1. fj=6 7a .—j P.�.28 13 3 —d 1— 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 Web l-ink Home Browse search •?s'ljzsny Reievarce Records Management Search 7016 Z= Boer&Aclor,.33 pdge(5; Weld a— Page count:B3 Template name:Board Actions PReset asge 3 Colin and Kristen Cashel�RODERTY LOCATICN:162_ewer Shingle U.q'nar iii-10,7:7036.::ashal SCTM No.1 00G-9-1.26 minimus aticroVal to remo... I S)2.1 7=701&C-h.1-'-I.-I c.----M C;-.T.the variances as Search;arms sge 9 COLIN&KRSTzN CASHEL SECTION 009 BLOC 10 Thomas Ahl—r(C-helj.p0 Bo,342 Rsners Ivard.W... z: Show more information 7018 aoalc Ac-1011 oagc!:i; Page count:66 Template name:Board Actions 13 9:30 M.-COLON CASHEL AND Variances under Anode ld.Sealtil aNN ,a <RIS..,N CASHEL47016-Re.—proposed trellis 1—ted In Mhel toi— Show or-nf--t1o,l.. 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-1. Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLink Home Browse Search '.owi:O Soutrald•Zoning Board of AOceals(LBAJ Minutes/Agendas/Legal NoticestHeanngs Minutes/Agendas/Legal Name Page count Ternprave tame Notices/Hearings _7 t957-1979 Entry Propenles 19e0 t999 2000-ZO09 Path 20io :owr:OfSoerth:tdtZor,:rt¢Boar•_ " 01 Appeals �+BntlalnuczsLl3endas:eg31 -�2012 M1'Wtta�"fIl'dn[igti Creation date w 20'3 7I1ai20017S:".20 Pig 2ota Last modified ;;2015 ;2ltbi2.,^.PS i5:1d>f; �2016 2 Metddatd ZOt7 f1ometadataas*•gned Page'of 1 11 Ent, Above: Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLlnk ktjleeur-4 W. •.x,•.,t Home Browse Search T",)OfS0uuho1d+Zoning Board ar>npeals 28A1>MinuleV gendas.Legal Nonce;'Hednngs+2017 2017 Name Dage count Template name Z34-01:05R01' 2 Entr/Properties '• a Z3A-01.0512017>genda I Path Z3A Ot:05!201?�eanng 40 .,wnC'4i1:"•rinl i`n1k.("'.:I -. Z3.4.01i05!201?_?J 3 Z3A-01119!2017 2 y Z3A-01719/2017 Agenda - Creation date ,,5i!0t•;_', ,.1a ,23Aozozzot: 7 Last modified Z3A-0210212017 Agenda 4 �•iiiC'7 d:4-1=o=ii y Z3A-02!02!2017 gearing 45 2 Me[adata J,ZB.4-02JOZ!201-_N 3 „Z3A-OZ1161201 7 Agend3 3 •NOrnetdddtd 3 v LBA-02nb!h7t75peral =edure&Resuks �_----. ,�ZBA-0310212017 m/heeltlVpap-amearUzes2� ,�ZSA-03:02/'2017 Agenda ,d ZBA-03!02/2017-iearing 65 Z3A-03!02i2017_N 3 d Z3A.03/IF✓207'Agenda 3 d Z3.4-03!1612017 ipeoai 3 Z3A-0a106/2017 5 Z3A-OW0612017 Agenda 4 ZBA-0=06/2017-learn', a5 Above: Agendas, Minutes and Transcripts are in chronological order. The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpm.//southoldtownny.gov/calendar.aspx . 'AME : APUZZO , DANTE #7929 SCTM #m. 1 000- 1 1 7-9- 1 7 ' 1'ARIANCE: LOT COVERA E REQUESTm.' . CONSTRUCT ADDITIONS AND . ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELING `ATE : THURS . , AUG . 15 2024 10:40 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD Z� ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Z_Z C (Name of Applicant/Owner) t".wr SCTM No. 1000- i.f 7 , 9 " I�7 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, (P Owner, ( ) Agent DA.V1 j,- Apti-Vtip residing at f'Ic7 i� ®o� �L: D 4-ac-41N r. New York, being duly sworn, deposes and says that: On the 1 a day of ^v ( , 201 y, I personally mailed at the United States Post Office in S , 44\o I � ,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 Q.n 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. (Signature) Sworn to before me this I- L 2-'°ti day of l� , 20 Z q Notory wbk-sUt WoL6�i�y rk NO.01FE0016050 Qualified in Suffolk County [My Commission Expires NoO i,202% (Notary Public) 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. 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VV ���. �� 0b 2)1 1 Ct 20 a 1 c c e-% Postal Service"!Er Ln Domestic Mail On)y p�r jk rn \ I i� I { 5 3 k,-) M Certified Mall Fee . ,1.1 "1971 o $ $3.65 i i7 Extra Services&Fees(check box,add,tee rapt¢p(ate) �'5 5 c ❑Retum Receipt(hardcopy) $ .-._.,,� p� ❑Return Receipt(electronic) $ '' ❑Certified Mail Restricted Delivery $ •(-1- ��.r/ Here Q ❑Adult Signature Required $ U-ill l ❑Adult Signature Restricted Delivery$ [G ��R9 C3 Postage $2.59 r VU // 7 7 LL �� ru Tsttvo t4ge and Fees CL $ ru Sent To R(e M O vt Q w. - --- --- or - (�` M1 ,�tieet a PD Box N0. I ' ;n �t8tt ZtP+4 o�IC �L4 r, PS Form 3800,April 20151 1 r,,.1. - • TM8 sEctio- SE71B3 , • • , ■ Complete items 1,2,and 3. jure ■ Print your name and address on the reverse _aAgent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, ed anted Name) C. D to of Delivery or on the front if space permits. : `j�j( /� �� 1. Article Addressed to: D. Is delivery address different from item 1. ❑Yes . I r ` If YES,enter delivery address below: )allo ; 111111 C ; ,,o ,d LA . 3.II Service Type ❑Priority Mail Express@ I IIIIII IIII III I II II II I III III I IIII I III I II I III ❑Adult Signature ❑Registered MaiITM n ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted c � ❑Certified Mail@ Delivery il '!; ❑Cehife d M ailtReStlictgd Deligery S)gnature ConfirmationM959094 '8180 3� 0J C3!54 ❑;CollectOraDdliVdr1 : ?p;$ignature Confirmation 2. Article Number(Transfer-from.service.iahPit ❑Collect on Delivery Restricted Delivery Restricted Delivery 22 2410 0001 []53$ 9473 ❑Insured Mail ❑Insured Mail Restricted Delivery (over$500) r PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SECTIONSENDER:tOMPLETE THIS DELIVERY ■ Complete items 1,2,and 3. A•79� ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece; B R ell ed Name) C. D e of D ivery or on the front if space permits. :,_:`. 11 ( 7.4 i ,;, . 1. Article Addressed to: ;.:D..Is delivery addrep4different from item 1? L3 Yes � If YES,enter de ery address below: ❑No 3.II Service Type ❑Priority Mail Express@ I IIIIII IIII III I II II II I III III I IIII I I IIIIII III ❑Adult Signature El Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted l� ❑Certified Mail@ Delivery 9590 9402 81 80 3030 5663 47 ❑Certified Mail Restricted Delivery ❑Signature Confirmation TM ❑Collect on Delivery ❑Signature Confirmation ❑Collggt pn Delivery 80stricted pelivery Restricted Delivery 1' ❑Insu edlMail ;022 2�}] 0 Mi]0�� 1i75381948 i i ii ' E 1 I d t ❑Insured Mail Restricted Delivery (over$500) S 1 i PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE THIS SECTION ON DELIVERY • • � ■ Complete items 1,2,and 3. .. I'S4A re ■ Print your name and address ori'the reverse ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. nted Name) C. Date of Delivery li i i or on the front if space permits, i 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No ?I,i Ce wa,It AL� 1LA cl-ecfv jk-k I,rI "15 (z)1 ' r�® ' 3. Service Type ❑Priority Mail Express@ ; II I IIIIII IIII III I II II II I III III I IIII I III IIII III El Adult Signature ❑Registered MaiITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted j ` ❑Certified Mail@ Delivery 9590 9402 8180 3030 5663 30 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery f ❑ilnsured Mail Y 0 2 2 8.41.0i 0130il 513 4 -?i ❑iInsLrea Mail Restricted Dalively `(over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt .r� 8/1/24,3:33 PM (� USPS.com®-USPS Tracking®Results ALERT. FLOODING AND SEVERE WEATHER IN THE SOUTHERN AND CI7t:rr'RAL U.S. MAY IMPA... USPS Tracking FAQs > Tracking Number: �LI Remove X 70222410000105389459 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was delivered to an individual at the address at 12:11 pm on July 15, 2024 in BROOKLYN, NY 11215. m m m Get More Out of USPS Tracking: USPS Tracking Plus® Delivered Delivered, Left with Individual BROOKLYN, NY 11215 July 15, 2024, 12:11 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=70222410000105389459%2C 1/2 8tNbEW'C0dAL9TE THItqk- aolvd, &Egli ■ Complete items 1,2,and 3. A. i at re 1 ■ Print your name and address on the reverse X ❑Agent j so that we can return the card to you. ❑Addressee I ■ Attach this card to the back of the mailpiece, • ceive Pri e Nam C. Date of Delivery or on the front if space permits. 11 1. Article Addressed to: D. Is delivery address I erent from ite 1? ❑Yes 5- � V S S If YES,enter delivery address elo ❑No i q ® a1 'n f 0 ®'� 3. Service Type ❑Priority Mail Express@ II I IIIIII IIII III I II II II I III III I III IIII I III I III ❑Adult Signature ❑Registered Mail TM ❑Adult Signature Restricted Delivery ❑ Restricted Mail Restricted ❑Certified Mail@ Delivery i 9590 9402 8180 3030 5662 86 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM . . . . . . . . . . .. ❑.C..qllect.on Delivery f . . ❑Signature Confirmation _'�Z__ArtIRIa.NI rmhcr_/Yr�n�f Ysn t t t s-y.� •t;-+ -t —I- t t ollect onfDeliJery Restricted Delivlery j, Restricted Delivery 7022 2410 .0001 `C3`538 :�ii414:2 '` suredMail t sured Mail Restricted,Delivery (over$500) r l ncF!?Y1.1.�1u1v2020 PSN 7530-02-000-9053 Domestic Return Receipt +_ • ■ Complete items 1,2,and 3. A na[111111 re �� �A Print your name and address on•the reverse ��"� gent i so that we can return the card to you. X Addressee t i ■ Attach this card to the back of the mailpiece, eceived by(Printed Name) C.'D t of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes �C ` C C 4'I If YES,enter delivery address below: ❑No { fire P,P14" Illllltll IIII IIIIIII�IIIIII III I Iilll'llil II I III El Service Type _.,cxpress@ ❑Adult Signature ,tared Q., ❑Adult Signature Restric+_ ,Hegistered Mail Restricted 9590 9402 8180 3030 5663 16 ❑Certified Mail@ Signature ❑,Certified Mail Restricted Delivery ❑Si nature ConfirmationTM ❑Collect on'Delive ry ❑Signature Confirmation Res ricted Delive ❑Collect on Delivery Restricted Delivery 10 I t 1 7022 241d ; 20� , C}594 66 j O IrlsuredMail} Livery Delivery Insured Mail Res}ricte�Delivery+ (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SENDER • THISS�ECTMN' COMPLETE • ON ■ Complete items 1,2,and 3. gna ur ■ Print'your name and address on the reverse X ❑Agent so:that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, ceived by(Printed Name) C. Date of Delivery or::on the front if space permits. 1, Article Addressed to: D. Is delivery address different from item 1? ❑Yes t If YES,enter delivery address below: ' J � El No 1p �V c( a 3. Service Type ElPriority Mail Express@ II��IIII IIII IIII IIII Iil 111 III I III IIII(IIII III El Adult Signature ❑Registered Mall- 0 Adult Signature Restricted Delivery ❑Registered Mail Restricted I. ❑Certified Mail@ Delivery 9402 8180 3030 5662 93 ❑Certified Mail Restricted Delivery ❑Signature Confirmation- 9590 ❑Collect on Delivery ❑Signature Confirmation 2_Article Number(TranSfeh from SerViCe label); : : C1:Collect on.Delivery Restricted Delivery.; . Restricted Delivery -� censure i(vtait i i s 711-22 i 2�+1[l"Q`�0`1 i 053B i 922� i i ;yi i i shred Mail:l#estricted Delive' ver$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 bomestit;Return'Receipt I TOWN OF SOUTHOLD ZONING BOARD OF APPEALS *77v SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, P u ZZrs residing at (a.o Rl f J Wo o) New York, being duly sworn, depose and say that: I am the ()) Owner or( ) Agent for owner of the subject property On the I D day of v ( , 20 Z1-I, I personally placed the Town's Official Poster on subject property located at: � rg SIC 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 setback 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 1014 (O e"Signatu Sworn to before me this Q Z Day of 2024 otary Public) JULIANNE CAROLINE FEDELE _ Notary Public.State of New York NO.OIFE0016050 Qualified in Suffolk County MY COMMfssf0n.Expires Nov 11,2027 / �Al r. �„ ,� ! `k�►. w+� ! —1 is 1r `_ kt �t >� Tf�E 4 Id YJJ 3 + h Vr I,x .00 a i M NOTIC F AR } 1�. M •AP'UaOa DAYY E C929' 1000.t 17-9 7 r LOT COVE OE c j- - .. • } ,.4. '{"�." � I _ 1. � •SL� '_6. g r iolk" fir- tea, .:`fi M .� Z;1 .�r Yr�1 �• �� 3,� 'Zt`�wlf � ` "•Sirr.. t5�, � 1•t�h�i�r �, R .rXf '� ,.a.w S Mi!1� C ,'� '�► , yA as, p''rG ka 9':• .rgTr✓M. WR ��'�� � ��cN;'j.�'R' 'i� er '�`,i. '"�.� 9r„�c `d ♦* ba`� ��4Rr tmr �i ' ,�/ �� LM�L. 14 if AL lip Y =may LxLx F <•. �.y, ±� ' t �jr :• 41 t•,.- x ti,;y' f /' A� • 4 i L r wl:. Art • - t.w��e _�'.., , r�� E'• " Mire ♦ b it �6y d✓'�`'"✓ ►,, y" t e1f� - .•.' M1, �_` sq /Y j +r,l a� �ry�,��t► ` ,w 4+� E+35'°��a'��Ip._r�.si_` =p.�6. a,r;.'� •qr✓,� �aAJ s if.F-�7 l�0� *70 '!' ' ` "0 �+ f op Ar Nit Olt IC "n Al kK tip 6 +,, �► �. f S' fir• .atC,�� �r 4 � BOARD MEMBERS ��fjF S®Uj�o Southold Town Hall Leslie Kanes Weisman, Chairperson ti0 1p 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �p� Town Annex/First Floor, Robert Lehnert,Jr. ��,f. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COUNTY+� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD August 20, 2024 Tel. (631) 765-1809 Dante Apuzzo 120 Midwood Street Brooklyn,NY 11225 Re: ZBA Application#7929, Apuzzo 515 Third Street, New Suffolk SCTM No. 1000-117-9-17 Dear Mr. Apuzzo; Transmitted for your records is a copy of the Board's August 15, 2024 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Prior to applying for your building permit, please submit two sets of an amended dated, signed and stamped site plan consistent with the denial and alternative relief granted. Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals If you have any questions, please call the office. Sincere Kim .Fuentes ZBA Assistant Encl. cc: Building Department C NOTE: PYRAMID 70.53' NEW ADDITION IS LINE _ — INSIDE PYRAMID / '/ \'•� LINE&COMPLIES. ROOF OF 60.06 10.47 EXISTING BUILDING / EXISTING APR 0 9 2024 ROOFLINE HAS /' STRUCTURE MINOR /•' PROJECTIONS I Zoning Board of Appeals PAST PYRAMID. / NEW ADDITION INSIDE PYRAMID I Z I / OUTIINE OF 0 I / EXISITING Z W /•' i STRUCTURE cri O o GO') N;r l Q I I i o 0 CID �D I - o .% X :PROPERTY LINE ,PROPERTY LINE I I \ I I \ I I PYRAMID DIAGRAM MIN SIDE YARD °" IN SIDE YARd 280-124 (side+8side >25') ' 1\ (side + side > 25') 16.47' 515 Third Street, PARKING R-40 Zoning 11.7' Existing: Non-conforming Lot 'I ROPOSEDONE-STOR PROPOSED ONE-STORY WD Existing: Residential Single Family Conforming Use OPEN PORCH FRAME ADDITION FRAME Existing: Non conforming BUlldl STAIRS 9 9 101.49-I 1853-year of construction I I 8.58' EXISITING BUILDING AREA INPUTS WD CELLAR 1. First Story (cellar excluded) 767.7 sqft FRAME BULKHEAD 2. Attached Garage to be converted to living space) 293 sqft STAIRS 3. Enclosed Porches 112.8 sqft I ° TOTAL 1ST FL 1173.5 sq ft N 5. Second Story 379.6 sq ft 101.41' I Attic(not included in gross) n/a TOTAL 2ND FL 379.6 sqft PARKING I 6. Crawls ace not included ingross) 0 \ 7. Other Detached AccessorV bld s 0 / 2 \ TOTAL existing gross area 1553.1 sq ft TOTAL existing living space living space I 14.33' 3.69' I 5 garage Conversion to lovable space) ___�153.1 sq ft GROSS AREA IN R-40 ZONING 280-207 �4 N \ Max Allowable Gross 2.100 sq ft Existing Gross Construction Includes garage) = 1173.5+ 379.6 = 1 553.1 sq ft 12.1 Pro used additionadgross 1544.6 0q 12097.7 sq ft ill 2097.7 actual gross area/2,100 allowable gross= 99.9%of 0.5 legal gross area LOT COVERAGE FOR NON CONFORMING LOTS PARKING I CELLAR I less than 20,000 sq ft(§280-124) BULKHEAD Existing Lot Size 7,158.25 sq ft,_..- 3 w N Allowable Lot coverage @ 20% of lot size= 7,156.07 x.2 1,431.7 0 —— — ——.__.�..__... M.—_.�__—ti_ w PRO OSED CONVERSION OF I Existing Lot Coverage 173.5 sq ft ONE-STORY D"G' 4' EXISTING ONE-STORY EXISTING TWO-STORY FRAME — NON CONFORMING GARAGE , S t TO HABITABLE LIVING SPACE Q M DWELLING DWELLING ON THE SAME FOOTPRINT I 1,825 actual lot coverage/1,431.7 allowable lot coverage �.4°0 over II D ELOCATE alloywable Co <W ENERATO I Coverage oar � REQUIRED SETBACKS m Front Yard (avg Win 300') 13' Z p 16.4 I Side Yards: individual 10' NON COMPLIANT W-n -� ° Side Yards total 25' NON COMPLIANT # ISSUE I REVISION DATE Rear Yard 35' 1 FOR REVIEW 01/10/24 90.75'TO MAIN STREET REQUIRED OFF STREET PARKING SPOTS �a 2 FOR PERMIT req. for single family residence 2 - �- extra available 1 3 FOR CONSTRUCTION PERMIT TOTAL parking sots 3 4 RECORD SET MAX BUILDING HEIGHT 2 1/2'stories ma MAX 35'to top of pitched roof COMPLIES N.J. MAZZAFERRO, P.E. 4!1 ° MAX 25'to flat roof NA PROFESSIONAL ENGINEER ° within 45 degree sky lane NEW ADDITION OMPLIES ` \ P.O.BOX 57,GREENPORT NY,11956 � .�� YO 5164575596 EMAIL maz_lin@msn corn � 3RD STREET � �'� A JENNY SHOUKIMAS DESIGN LLC DRAWN BY.JLS (50'WIDE) /' r DESIGN ARCHITECT `,-` I C� nU� V� _ �� 41 EASTERN PKWY,11 E DATE O1/10/24 `� l�NA ZV Z BROOKLYN NY -4.` ,A SCALE' NTS PROPOSED SITE PLAN 917s639228 EMAIL:jenny shoukimas@gmailcom 1'-0" ZONING CALCULATI NS 2 NTS NF0 1° 05To9� �� SITE PLAN & PYRAMID SHEET NO: R �. APUZZO-BONANNO RESIDENCE OFESSICc) 5t 3rd STREET A-4 NEW SUFFOLK, NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 GENERAL NOTESReceived �,�_ CONSTRUCTION NOTES WIND FRAMIN(9R1 2TES 0 WINDOW SCHEDULE FRAMING AND FASTENER INFORMATION 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY. zoning Board of MODEL FRAME SIZE(WXH) GRILL TYPES MANUFACTURER NOTES MARK LOCATION SIMPSON TIE# INSTALL NOTES I.D.qq��,,,,,,,,,�� INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAF'rEf hS ACCORDANCE TO FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW TABLE 3 4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON A CASEMENT 3'-O"x 5'3-1/8" 2/2 MARVINELEVATE 1 ROOF LSTA/15 EVERY RAFT 20 GA-1 "x 15 YORK STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED MARt/JVI E NEC EL TE STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. B CASEMENT 3'-0"x4'7-1/8" 2/2 LOWEGLASS 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-1 x 16 STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: MARVINELEVATE EGRESc 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP C CASEMENT* 3LO"x4'7-1/8" 2/2 LOWEGLASS Y 3 WALL/WALL LSTA/21 EVERY STUD SILL 30-5/8'AFF 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE * „ , „ MARVINELEVATE E R S 20 GA-1 'x 21 CONSTRUCTION MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND WITH STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND D CASEMENT 3-6 x 4 7-1/8 2/2 LOWEGLASS ILL 35/BAFF REGULATIONS,ETC.THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. r MARIVNELEVATELOW-E 4 WALL/BASE PL RSP4-B+M EVERY STUD 20 GA-2 'x 4 THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT E SPECIALTY- TRAPAZO/D 6-10 WIDE V/F NONE GC TO CONFIRM EXISTINGCOND. 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. VIF.NEW WINDOWINEXT'G MARVINELEVATE "Pl 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY. F DOUBLEHUNG ROUGH OPENING 2/2 LOWEGLASS 5 BASE PL/FOUND 4'-0"O.C. ADD AS NEEDED ANCHORS RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT V/ ; / MARVINELEVATE CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN G FRENCH CASEMENT ROUGH 0 ENING 2/2 LOW-E GLASS ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR LINE WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE MARVINELEVATE ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. H CASEMENT 3'-0"x3'7-1/4" 2/2 LOWEGLASS IRC CODE TABLE R602.3(1)-GENERAL 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE TABLE R602.3(3)-SHEATHING OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN / SKYLIGHT 30"x 30 NONE VELUX-OPERABLE SOLAR TABLE R802.5(9)-FRAMING-ROOF 8 BOOKCASES,SHTHE GENERAL ELVING,POR IS TO CONSULT WITH ANTRY,CLOSETS,TRIMS.ETC.HE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE OR LAPPED UONDERATION AND SLAB-ON-GRADE,15 INCHES THEE PLATE AND NAILED IN ACCORDANCE I WITH ONRY BLOCK TABLE 3.3b.WHEN FOUNDATIONS, / TEMPERED LOW-FGLASS PER SPEC 1609.1.1-2015 IRC+NYS 2020 SUPPLEMENTAL DESIGN-WIND 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION, STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED J SKYLIGHT 30 x 301/16 NONE TEMPERED LOW-EGLASS SPEED IS 130 MPH WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE K SKYLIGHT 441/4"x45314" NONE ELUX-OPERABLE SOLAR TO TABLE 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 TEMPERED LOW-E GLASS INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS. FOUNDATION NOTES 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS. NAILING SCHEDULE F__ TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OFIJ INCH WOOD STRUCTURAL PANEL ON THE * l :NE 0 NINEXT'G MARVINELEVATE EGR_A,, EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE L CASEMENT ROUGH 0 ENING 2/2 LOWEGLASS ILL 28-/8'AFF FIELD,AND INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT V : N WI MARVINELEVATE 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO M CASEMENT ROUGH 0 ENING 2/2 LOW-EGLASS ROOF FRAMING:PER IRC-CHAPTER 8 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. 7"O.C.PANEL EDGES AND 10"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH VIF.NEWW/NDOWINEXT'G MARVINELEVATE WALL FRAMING:PER IRC-CHAPTER 6 REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. N DOUBLEHUNG ROUGH OPENING 2/2 L0W-EGLASS FLOOR FRAMING:PER IRC-CHAPTER 5 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: 3. PROVIDE�'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE VI :NE ND WIN MARVINELEVATE ROOF SHEATHING:PER IRC-CHAPTER 8 0 DOUBLEHUNG ROUGH OPENING 2/2 LOW-EGLASS CEILING SHEATHING:PER IRC-CHAPTER 8 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3 16. 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE 7• INTERIOR SHEARWALL CONNECTIONS: P DOUBLEHUNG VIE REOUG HOPE INGXT'G 2/2 MLOWEGLASSE WALL SHEATHING:PER IRC-CHAPTER 7 INSTALLED WITH#5 RE-BAR,18"LONG AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE FLOOR SHEATHING:PER IRC-CHAPTER 5 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" * Vl :N N l X MARVINELEVATE EGRESS INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE Q CASEMENT ROUGH OPENING 2/2 LOW-EGLASS SILL 28-5/8"AFF THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. VIF.'NEW WINDOWINEXT'G MARVINELEVATE THICK,ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 8, CONNECTIONS AROUND EXTERIOR WALL OPENINGS: R CASEMENT ROUGH OPENING 2/2 LOWEGLASS 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 806 CAST HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN I l N WIN W N MARVINELEVATE IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. ACCORDANCE WITH TABLE 3 5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE S DOUBLEHUNG ROUGH OPENING 2/2 LLOWEGLASSPLAN CONTENTS 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT WITH TABLE 3 5. VIF.'NEWWINDOWINEAI b MARVINELEVATE N.Y.S.RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER 9. CATHEDRAL CEILING ASSEMBLY: T DOUBLEHUNG ROUGH OPENING 1 2/2 LOWEGLASS THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE AFTERS SHALL EITHER BE OCCUPANCY RESIDENTIAL CLASSIFICATION 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED NOTE: TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB BUILDING HEIGHT t25.25'ABOVE AVERAGE GRADE THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. DIMENSIONS WITH ROUGH OPENINGS. *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. DESIGN CRITERIA CODE:2020 NYS UNIFORM&SUPPLEMENT FRAMING NOTES *EGRESS OPENING MIN.5.7 SQ FT-MAX.44"SILL-AFF FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION &GENERAL NOTES 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND ADDITION WOOD FRAMING CONSTRUCTION MANUAL. QQ DESIGN LOAD DEC BALCONIES 60 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DECK & COVERED PORCH NOTES CALCULATIONS DECKS 40 DOUGLAS FIR. DOOR SCHEDULE (LIVE LOADS PSF) ATTICS W/O STORAGE 10 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. ATTICS W/STORAGE 20 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED ROOF(GROUND SNOW LOAD) PER NYS 301.6 BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL LUMBER,ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. ROOMS(OTHER THAN SLEEPING) 40 OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2, GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS NO. TYPE UNIT SIZE(WxH) MATERIAL NOTES NOTES ROOMS(SLEEPING) 30 OPENINGS.BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO 5'-11"AND 8'4'.PROVIDE FIRE STAIRS 40 OPENINGS BETWEEN 4'-l"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN CONCRETE WITH A MINIMUM}INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. 10.01 EXTERIOR SWING DOOR 3L0"X 7L 11 1/2" LOWEGLASS HINGED RIGHT GUARDRAILS(ANY DIRECTION) 200 STOP AND BLOCKING WHERE APPLICABLE, 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING. I OI 02 EXTERIOR SLIDING " " LOWEGLASS OX EXPOSURE DESIGN FOR CAT.C ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. USE A MINIMUM}DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 6-0 x 7-11 1/2 CATEGORY 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FT,BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR 0.03 EXTERIOR SLIDING 6'-O"x 7'-11 1/2" LOWEGLASS XQ R BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD THE GIRDERS LOAD PATH SEE CONSTRUCTION AND WIND PATH EGRESS (ROOF-FOUNDATION CAPACITY UNLESS NOTED ON PLANS. 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. 0O4 EXTERIOR SLIDING* 8'101/2"x 6L IO" 'KVIN SILL O'AFF LOWEGLASS OXOCONNECTION DETAIL PAGE AND GENERAL NOTES 7 PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH J INCH DIA,BOLTS WITH WASHER AND NUTS WHERE 0.05 DOUBLE EXTERIOR DOOR 3'O"x 6'8" SOLID WOOD W/WINDOW NAILING SCHEDULE SEE GENERAL NOTE PAGE B. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER NEEDED. SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. 006 EXTERIOR SWING DOOR 2'-6"x64" SOLID WOOD W/WINDOW HINGED LEFT 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE UNDER ALL BEARING WALLS. ANCHORED TO GIRDER(S). 007 EXTERIOR SWING DOOR 3 0 x 6 8 SOLID WOOD W/WINDOW HINGED LEFT 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. NEEDED. BUILDING. (SMOKE& CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM�'THICK,4 PLY FIR CDX 0.08 INTERIOR POCKET 2'-6"x 6'8" 1-3/4"TRU-S TILE MDF PRIVACY CO2 DETECTORS) EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. 12. UNLESS OTHERWISE NOTED USED"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR PLUMBING NOTES 0.09 INTERIOR 2'-8"x 6'-8" 13/4"TRU-STILE MDF HINGED LEFT DUMMY CALCULATIONS ENERGY 2020 NY STATE CODE&2018 IECC ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 010 INTERIOR POCKET 3'41/2"X6 8" 13/4"TRU-STILEMDF PRIVACY 13 ALL BATHROOM WALLS TO HAVE+"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N Y.S.RESIDENTIAL CEILINGS AND OVER FURNACE TO HAVE"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING CONSTRUCTION CODE. 0111 DOUBLENTERIOR PAIR (x2)@ 1 8 x 6 8 "13/4 TRU-STILE MDF DUMMY 14. ALL ROOF WITH A PITCH LESS THAN 4.12 SHALL BE IINSTALLDEDAND FINISHED.WITH AN ICE&WATER BARRIER OR 2 APPROVAL.VERIFY TIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT 0.12 INTERIOR 2'10"x6'8" 13/4"TRU-STILEMDF HINGED LEFT PRIVACY ROOF SHEATHING REQUIREMENTS FOR WIND LOADS O ROOFS L SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. O ADEQUATE BRACING AND PLATES TO PRO TECT TORCHDOWN TYPE MATERIAL OVER. RELATED WORK PROVIDE QUATE AND SECURE THE 0.13 INTERIOR 240"x 6'-8" 13/4"TRU-STILE MDF HINGED LEFT PRIVACY SHEATHING NAIL SPACING 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED,SILL PLATES STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. 0.14 INTERIOR 2 10"X 6 8" 13/4„TRU-STILE MDF HINGED LEFT PRIVACY LOCATION PANEL EDGESS SUPPORTS IN THE PANEL FIELD NAIL SPACING AT INTERMEDIATE , r, r rr ,r 4'PERIMETER 8d COMMON @ 6"O.C. H VAC NOTES 0.15 DOUBLENTER/OR PAIR (x2)@ 1-6 x 6-8 13/4 TRU-STILEMDF DUMMY EDGE ZONE 8d COMMON @ 6"O.C. D.16 CUSTOM BYPASS TBD (X2)2L10"X 6L8" CUSTOM TBD TBD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ELECTRICAL NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 0.17 INTER/OR POCKET 2'-6"X6 8" 1-3/4"TRU-STILEMDF PRIVACY GABLE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SAFETY REQUIREMENTS 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATAAND REQUIREMENTS WITH THE WALL SHEATHING REQUIREMENTS FOR WIND LOADS 1. ALL ELECTRICAL TO BE AS PER N.Y.S.2 ALL ELECTRICAL WORK(NSTALLED SHALL BE APPROVED Y A DENTIAL QUALIFIED UNDERWRITER.CONSTRUCTION CODE. 3. HQVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 2,01 INTERIOR 240"x 6L8" 13/4"TRU-STILEMDF R. HAND INSWING PRIVACY 3. ALL 4. INSTALL SMOKE L WORK TO ETTECTORSOMPLY WITH 2014 NEC.AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. 2 02 INTERIOR 2'10"x 6'8" 13/4"TRU-STILEMDF L. HAND INSWING PRIVACY SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE PANEL EDGES SUPPORTS IN THE PANEL FIELD R314 AND R315 OF IRC. 2.031 INTER/OR I 2'10"x 6'8" 1 13/4"TRU-STILE MDF PRIVACY 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ENERGY NOTES SOIL NOTES *INTERIOR DOORS TO BE BORED ONSITE TO ACCEPT 2"DIA.ROSE INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. 1. THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED # ISSUE/REVISION DATE 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM D CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A FIREBLOCKING NOTES 3. PROFESSIONAL AGENCY FOR COMPACTION. L FOR REVIEW 01/10 24 DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD HAZARDS 2 FOR PERMIT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE FOTHER NOTES MODERATE SLIGHT FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DAFT OPENINGS(BOTH VERTICAL AND 30 PSF 130 B SEVERE 3 FT. TO TO ill NONE 3 FOR CONSTRUCTION PERMIT HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY HEAVY MODERATE AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS. 1. PROVIDED"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON ACCESSIBLE 4 RECORD SET 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE AREAS. CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2 USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR GLASS WITH ACQ. �P�E O NFIV Y N.J. MAZZAFERRO, P.E. FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. STUDS OR STAGGERED STUDS. P5 �P14 o�'� PROFESSIONAL ENGINEER 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS 7Q n F` P.O.BOX 57,GREENPORT NY, 11956 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. �V s 516457,5596 EMAIL maz_I n@msn com ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. 4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE " FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. ��.• JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. 2iP N 0�5 �= DESIGN ARCHITECT RESIDENTIAL CODE. F 0570 DATE 0111C124 O 41 EASTERN PKWY,11E BROOKLYN NY A�OFESSIO�P� SCALE', NTS 917 583 9228 EMAIL jenny shoukimas@gmail com GENERAL NOTES SHEET NO: APUZZO-BONANNO RESIDENCE �� 5193rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECTA 17 BLOCK:9 LOT:17 Received SUBFLOOR 2ND FLOOR WALL APR 0 9 JOIST - - -- — STEEL BEAM SUBFLOOR Zoning Board O - WOOD JOISTS / 4"DIA MAXIMUM 2x6/2x8 CONTINUOUS WOOD 1ST FLOOR WALL PLATE BOLTED TO STEEL BEAM SUBFLOOR WITH�'DIA.BOLTS @48"O.C. STAG JOIST 4"x+"x 8"STEEL TOP AND BOTTOM PLATE �XC - STEEL BEAM WITH}'x 6"ANCHOR BOLT}'GROUT Q STRAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN(10 KIPS) 9 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 7,1 -T.- 4"-8" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT(WITH *...... STUDS ON ALL OPENINGS A NAILING PLATE IF NEEDED)TO BE TYPICAL BEAM DETAIL 8"-16" LSTA48 1-1/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK APROX.�'OR HIGHER THAN STEEL BEAM STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS TO ALLOW FOR SHRINKAGE(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) STAIR RAILING KING STUD ENDWALL 0 0 CRIPPLE STUD 4"DIA MAXIMUM SIDEWALL WOOD JOIST . HEADER FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER Z JACK STUDS 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS TO o FOUNDATION W/ANCHOR BOLTS M SPLICED JOISTS OVER HEADER/GIRDER 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT.PLATE OF 2ND FLOOR AND TOP PLATES OF LOCATION USP NUMBER DESCRIPTION APPLICATION 1ST FL.CONNECT THROUGH THE FLOORS TO JOIST TO RT10 TYDOWN CONNECT EACH OTHER W/THREADED ROD. GIRDER/ ANCHOR TO EA. LOCATION USP NUMBER DESCRIPTION APPLICATION GUARD HEADER JOIST ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD RAILING ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD WALL STUD METAL STRAP ARM BOARD SILL PLATE(S) DBL.SILL PLATE ` d 4 TERMITE SHIELD SILL FOUNDATION `' + GASKET �y • a •, ANCHOR BOLT EMBEDMENT: a. a POURED CONCRETE:7" a BLOCK WALL:15" WOOD JOIST STRAPPING TO BE ATTACHED TO WALL STUDS @ USE WITH 3x3 SQUARE BLOCKING 48"OC AND ALL WINDOW/DOOR OPENING JACK WASHERS STUDS (USP LBPS58) P844 POST ANCHOR FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION FOUNDATION 'DIA ANCHOR BOLT WOOD GIRDER CONC.SLAB(AS REQ.) ANCHOR BOLT CONNECTION 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK SUPPORTING MAXIMUM SPACING STUDS ON ALL OPENINGS SILL PLATE Tom FOUNDATION 1 STORY 72"OC 8"-14" LSTA30 1-1/4"x30"18ga.STRAP INSTALL 4'0"O.C.AND JACI: (CRAWL SPACE OR FND) PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 2 STORY 6a , (CRAWL SPACE OR FND) 36"OC AND OVER OVER BEARING WALLS AND HEADERS. DECK PIER PER PLAN Z � 8"DIA. � 14"-16" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK WALL BOTTOM PLATE TO FND. 1-2 STORY o CONC. STUDS ON ALL OPENINGS (SLAB ON GRADE) 57"OC M da PIER a �. # ISSUE I REVISION DATE - CONC.SLAB 1 FOR REVIEW 01/10/24 6 MIL.POLY GRANULAR FILL 2 FOR PERMIT TYP.CONC.FND.DAMPPROOF STEEL COLUMN 3 FOR CONSTRUCTION PERMIT EXTERIOR 6MIL POLY ON EXT. CONC.SLAB WOOD JOIST d COMPACT FILL - 4 RECORD SET KEYWAY FOOTING. GIRDER/HEADER CONC.FOOTING. - - WOOD JOIST REINFORCING BAR N.J. MAZZAFERRO, P.E. DRAIN TILE OF N PROFESSIONAL ENGINEER MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE 24"x24"x12"CONC.FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, P� y0,f, P.O.BOX 57,GREEN PORT NY,11956 SET FIR JOISTS APROX.�'HIGHER THAN LVL HEADERS TO 516.457.5596 EMAIL maz_Iln@msn com TYPICAL CONC.FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. WHERE NEEDED FOR STRUCTURAL BRACING. 7Q' DRAWN BY.JLS �1 � JENNY SHOUKIMAS DESIGN LLC C zth ' o DESIGN ARCHITECT -1 w 41 EASTERN PKWY,11 E DATE;01/10/24 ICI ` BROOKLYN NY ��OA ,Y0. 057095 ��� 917 583.9228 EMAIL.jenny shoukimas@gmail.com SCALE: �CF�SSIONP� DETAILS SHEET NO: APUZZOO�ONANNO RESIDENCE 51 3rd STREET NEW SUFFOLK, NY 11956 DIST: 1000 SECTA 17 BLOCK:9 LOTA7 Received ROOF 4"THRU ROOF u 4"THRU ROOF n 4"THRU ROOF III I D n n nn c O RAFTER BATH2 �onm g LIO of Appeals f?-172-V rl/2 V 11 0 V NEOPRENE GASKET TOP PLATE I I LAV ROOF JACK WALL STUD W C. ROOFING LAPS TUB FLASHING AT SIDES 2ND FLOOR AND TOP � FLASHING LAPS 2„ 2„' 2„ ROOFING AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION CO. I RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAF TO PLATE ROOF JACKS&VENTS DETAIL PLATENVALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES T STUD KITCHEN 1 112 r✓ - POWDER BATH 1 MASTERBATH 1112V 1112V 1112V 1112V 1112V 1112V 1112V 1 oV 1 oV 1 oV 1112V i I i LAV LAV LAV LAV LAV O.A.1 rMWA W.C. WCWC.ISTFLOOR 0 W 1�„ SHWR !SHWR 7 RIDGE CAP OF SAME RAFTER - 2"W 1 2 2" 2" 2" 2" 2" 2" 2" \ MATERIAL AS ROOFING NAILED TO SHEATHING 2„ THROUGH VENT TOP PLATE ------- ------ CO. 4" 3" 3„ TO APPROVED WALL STUD SANITARY DISPOSAL SYSTEM RAFTERS CRAWL SPACE PRE-MANUFACTURED RIDGE KEEP SHEATHING MIN.1-1/2"FROM VENT FOLDS OVER RIDGE TO PEAK TO ALLOW FREE AIR PASSAGE LOCATION USP NUMBER DESCRIPTION APPLICATION CONFORM TO SLOPE OF ROOF 4"-6" RT10 10-3/4"x 18ga TYDOWN CONNECT TO EACH RAFTER RISER DIAGRAm ANCHOR ONTS 6"-12" RT20 21-1/8"x 20ga TYDOWN CONNECT TO EACH RAFTER ANCHOR 0, 1 O 'I I O � O O O O O FASTENER TYPE: SPACING: THROUGH-ROOF EXHAUST VENTS I! No.8 WOOD-SCREV+BASED 16"O.C. O O O O O SELECTED AND LOCATED BY O ANCHOR WITH 21N. CONTRACTOR �-- —= EMBEDMENT LENGTH VENTILATION CHANNEL AS REQ. I ! RAFTERS MAINTAIN VENTILATION r i No.10 WOOD-SCREWS 16"O.C. BASED ANCHOR WITH 21N. BLOCKING EMBEDMENT LENGTH O O O O O \ - 2x4 LEDGER LEDGER i 2x4 SOFFIT JOIST O " ' O +'DIA LAGSCREW BASED 16"O.C. FASCIA RAFTER ANCHOR WITH 21N. { EMBEDMENT LENGTH. CONTEN.SCREENED VENT CONTIN.SOFFIT/EXT. O O 00 O O PLYWOOD ATTIC SHALL BE PROVIDED WITH A MIN.NET O \ f I FREE VENTILATING AREA NOT LESS THAN O RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION ' I I 2x4 DF#2 STUDS OF THE AREA OF THE SPACE VENTILATED. ROOF VENTILATION!SOFFITED APA RATED SHE/,THING ALL OPENINGS SHALL BE COVERED WITH GRADE PLYWOOD CORROSION-RESISTANT METAL MESH EAVE DETAIL 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDG { i (ALTERNATIVE:+"O.S.B.) OPENINGS OF+"IN DIMENSION. J'APA PLYWOOD O O 00 O O 2x10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE SHEATHING 9 O WINDOWSILL O O 00 O O FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED 8"O.C. 2 TYPICAL WINDOW OPENING ANCHOR WITH 21N. PANEL SPAN EQUAL OR SMALLER THAN 4'-0" EMBEDMENT LENGTH o 0 00 0 0 # ISSUE/REVISION DATE No.10 WOOD-SCREWS 8"O.C. BASED ANCHOR WITH 21N. EMBEDMENT LENGTH O ' 1 1 FOR REVIEW 01/10/24 +"DIA LAGSCREW BASED 16"O.C. O O 01 O O 2 FOR PERMIT ANCHOR WITH 21N. EMBEDMENTLENGTH. MULTIPLE PLYWOOD RAFTER 3 FOR CONSTRUCTION PERMIT ASSEMBLIES(2)2x4 DF#2 STUDS C014NECTED RIDGE 4 RECORD SET TOGETHER WITH STAINLESS STEEL OR GALVANIZED BOLTS W/VYASHERS AND N.J. MAZZAFERRO, P.E. NUTS @ 2'4"O.C. �P E OF NEw Y PROFESSIONAL ENGINEER WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 3• A ©'�� P.O.BOX 57,GREENPORT NY,11956 516 457,5596 EMAIL:maz lin@msn com LOCATION USP NUMBER DESCRIPTION APPLICATION �� �� AS PER SEC.1609.1.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT i V a , + �A GLAZING) ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH Z t "a O JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH DESIGN ARCHITECT A MINIMUM THICKNESS OF*'AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE ' 41 EASTERN PKWY,11 E DATE'01/10/24 AND TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE F ND pgh BROOKLYN NY PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4.OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS OA 057 �� 'CALE NTS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ROFESSIO�P� 917.583.9228 EMAIL.Jenny shoukimas@gmail com ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. RISER DIAGRAM & DETAILS SHEET NO: APUZZO-BONANNO RESIDENCE ��� 51�3rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECTA 17 BLOCK:9 LOT:17 A B TZ-2"j ReceivedE6-8 1/4" 8'-7 3/4"' IT-2 1/2" 3'-7 3/8" 12'-2 3/8"VIF EXISITING APR V-0 5/8" 15'-5 1/4" NEW 4"SLAB AT NEW CRAWL SPACE � I I o If I r I II BILCO DOOR ABOVE 8'-7 3/4" 1 Lo 3'-11 1/2" °D CELLAR UNDER NEW Iol r 5-9 ADDITION N ❑ I I ADDITION I I I I NEW FOOTING 24"x24"x12"WITH 8"x8" ' IPIERS TO GRADE Co LEGEND . 14'-3" I I I :� 13'-8 3/8" 12'-1 1/2" ............ EXISTING FOUDATION WALL r ❑ I l ^ I EXISTING EXTERIOR WALL EXISTING INTERIOR PARTITION M d oa — TYPICAL NEW FOUNDATION WALL: II EXTEND EXISTING ' I 'm 8"CONCRETE FOUNDATION WALL —CRAWL SPACE — — i I — 2"RIDGID INSULATION (R-10) CONNECT NE ` TYPICAL NEW EXTERIOR WALL: FOUNDATION TO 3/4"CEDAR SHAKES,STAINED I EXISTING WITH#4 REBAR Cl) (A AII EXPOSURE)M R BARRIER MEMBRANE DOWELS 12" EMBEDMENTS @ 18" O.C. — — — P x• — ��— - — - — — — — "CDX PLYWOOD ON 2x6 DF �; STUDS @ 16"OC VERTICAL u- R ` R-21 KRAFT FACED BATT > INSULATION z NEW POST ABOVE AT J"GWB TAPED/PTD I= FIRST FL f X w NEW INTERIOR PARTITON: `* 2x4"WD FRAMING @ 16"O.C.WITH rn 8"THK GWB,TAPED AND PTD. BATT INSULATION TO ACHIEVE 50 N SOUND CLASS TRANSMISSION OR EXISTING CRAWL ;•� EXISTING FOUNDATION '; NEW 4"SLAB ON GREATER i.� SPACE AT ONE STORY AT TWO STORY FRAME ADE FRAME HOUSE HOUSE UNDER EXSITING GARAGE to 0 N # ISSUE/REVISION DATE NEW POST ABOVE-.,,'�� � t � AT FIRST FL1 FOR REVIEW 01/10/24 00 Lo � 2 FOR PERMIT ,I p • 04 3 FOR CONSTRUCTION PERMIT 4 RECORD SET N.J. MAZZAFERRO, P.E. OF N H,y0 PROFESSIONAL ENGINEER .' P.O.BOX 57,GREENPORT NY,11956 516,457 5596 EMAIL:maz lin@msn com "; .. • - r ,--� !• " •— — Z" .'k�jr I�ru 0 Q DRAWN BY.JLS ;Q JENNY SHOUKIMAS DESIGN LLC DESIGN ARCHITECT 2 41 EASTERN PKM,11E DATE 01/10/24 16-2 3/4" EXISITNG VIF 17'-5 5/8" EXISITNG VIF 12'-1 1/4" `s'E� ✓0, Og /� 'y �� BROOKLYN NY i' SCALE: ROFESSIONP� 917.583.9228 EMAIL:Jenny ahoukimas@gmail com FOUNDATION PLAN SHEET NO: APUZ O-BOd STREET RESIDENCE A-5 NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 R()C6vekJ F G A o B D R0 91 2024 5'-8 1/4" \ 8'-7 3/4" 2'-2" 4P13'-2 /2" 3'-7 3/8" 12'-2 3/8"VIF EXISITING r1 of Appeals \ 8'-6 3/8" ZL�9 ��ING WIDTH \ \ 5 � I I \ 8'-2 3/8" 5 / " I 14'-11" / \ 4-2" 3'-3 1/2" T-3 1/2" 01 4'-2" I O O O - - Lo CL. I CL. 5'- OPEN PORCH LO I - v o o F.J. @ 16"O.C. 2x10 F.J. @ 16"O.C. - I o +2'-4" FFE(aD 1st FL 01,2 01.3 �p ABOVE REFRENCE ELEV. zo I UP CA 3RISERS 7.5" +0'-5.5" ABOVE REFERENCE ELEV. Lo — — +2'4" FFE L'6 @ LANDING 3RIS RS @ 6" 2TR ADS @ 12" +2'-6" FFE aC�1st FL \ / _ \ ABOVE REFRENCE ELEV. \ / 5'-0" N M N N CD I N I OPEN TRELIIS ABOVE +0'-10" GROUD ~ ABOVE EFRENCE ELEV. A co FAMILY RM `? � A 4"x4" POST _ LEGEND co i A •••••` EXISTING FOUDATION WALL 3'-2" 5 / ' 11'-9 7/8" 3 1 T-10" EXISTING EXTERIOR WALL ...................... --------------- OABOVE REFERENCE ELEV. - w EXISTING INTERIOR PARTITION cM LO F- -IF - o Q 2'-8 v ° N 2'-2" oo o Ol.l / EGRE S N TYPICAL NEW FOUNDATION WALL: WASHER I DRYER I O O co O ° `O UP ° 8"CONCRETE FOUNDATION WALL 2'-7 1/4' 5'-4 114" / 3 3'-7 1/4" 3 _ / 10'-11 3/4" 2"RIDGID INSULATION(R-10) LAUNDRY __ POW BATH 2 _ HALL BEDROOM 2 - -"- - TYPICAL NEW EXTERIOR WALL: 01.4 E M. BEDROOM 1 I l � �=mv 3/4"CEDAR SHAKES, STAINED // 3 4 / c' M S EXPOSURE) O 01.1 �► o +1'-4" AIR BARRIER MEMBRANE 01.7 0 ABOVE REFERENCE ELEV. En --- - ----------- _ — — — — PLYWOOD N 2x6 DF / co 01.9 (NEW) 2-1 3/4"x9 1/2"VERSA-L M 2.1 E31 0 STUDS @ 16"OC o - /2" o 01 11 2x8 F.J. @ 16"O.C. R-21 KRAFT FACED BAT T INSULATION +1'-0" GROUND qRs M M L / "GWB TAPED/PTD ABOVE REF.ELEV. 0 000 M II ti 0 1.1 77-1 NEW INTERIOR PARTITION: / \ 10'-3 1/4 5 1/2" 1`-5 1/8 3-7 1/4" @ M // \\ m 2RISERS @ 7" } 2x4"WD FRAMING 16"O.C.WITH 0 00 3 1'1 /U 1TREAD @ 11" "THK GWB,TAPED AND PTD. \ / KITCHEN �, - UP BATT INSULATION TO ACHIEVE 50 N \\ // L_ — 'Lu / `'' 6'-2 7/8" 3 5'-3 1/2" SOUND CLASS TRANSMISSION OR 3r2 3/ GREATER e 1.1 00 O < - 0 G "_I N — c N Lo o w N Lu CL - t1i N ICV N j # ISSUE REVISION DATE (O ....... c I 2 �'' 2 1 X 'r " 00 1 FOR REVIEW 01/1024 EXISTING FIRST FL EXISTING FIRST FL co 3 2'-10 3/4" 5'-2" `° FRAMING 7 FRAMING 1 2 FOR PERMIT `%J 0 M. BATH n IL—�1° I o x1/2"VERSA-LAM LIVING N 3 FOR CONSTRUCTION PERMIT I I 4 RECORD SET DINING M NEW WD. STOVE MUDROOM N.J. MAZZAFERRO, P.E. 2" - 0 +2'-6" FFE 1st FL —I /J +0'_7" D NEIv PROFESSIONAL ENGINEER U ABOVE REFRENCE ELEV. o / o UP ABOVE REFERENCE ELEV. �� P.O.BOX 57,GREENPORT NY,11956 ch / <h I 3RISERS @ 7.5" — — — 0 9,n 516457.5596 EMAIL:maz lin@msn com 2TREAD=S @ 10" (fie JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS L, O 0 co Of DESIGN ARCHITECT t�2 t w 41 EASTERN PKWY,11E DATE.Ot/10/24 3 16'-1 3/8" 5 / " 16'-4 5/8" L 1U'-9 /4" 3 NFOA �° 0570 ��� BROOKLYN NY SCALE: _1'_D' 16'-6 3/4" N F 917 583 9228 EMAIL jenny.shoukimas@gmail.com 4 29'-7 5/8" Ro ESSION �' / \ FIRST FL PLAN SHEET NO: +0'-0" 51 APUZZO-BONA RESIDENCE A-6 10 ILA NEW -�-- II REFERENCE ELEV.AT ENTRY SU STREET UP FFOLK,NY 11956 DIST:1000 SECT:117 BLOCK:9 LOT:17 A B c T Received _ APR 0 9 2024 Zoning Board at I I I I I I I 0 I I I I I } I I I I NEW ROOF I I I I I I NEW ROOF NEW ROOF TR 01 I I I I I I I I I I / LEGEND I I I I I .............. ''• EXISTING FOUDATION WALL EXISTING EXTERIOR WALL EXISTING INTERIOR PARTITION I I I TYPICAL NEW FOUNDATION WALL: NEW ROOF EXTEND 8"CONCRETE FOUNDATION WALL ISTING ROO 2"RIDGID INSULATION(R-10) OVER NEW TYPICAL NEW EXTERIOR WALL: 0 5 8'-4"VIF 3 ,-9,, BEDRM 5 3/4"CEDAR SHAKES,STAINED _ 1'4" EGR S M (5"EXPOSURE) AIR BARRIER MEMBRANE "CDX PLYWOOD ON 2x6 DF STUDS @ 16"OC -9„ R-21 KRAFT FACED BATT EXISITNG iv INSULATION ROOF O BA H 31 N v e"GWB TAPED/PTD [0 // c\I o INTERIOR PARTITON: o / IT '1 kx���x YIYY� i 1 2x4WWD FRAMING @ 16"O.C.WITH REPAIR J"THK GWB,TAPED AND PTD. EXISITNG BATT INSULATION TO ACHIEVE 50 ROOF SOUND CLASS TRANSMISSION OR BEDROOM3 M GREATER o I 2 v -8 1/2„ ih I 1 / DN N M I N I EXISITNG ALL SECOND FL WINDOWS \ # ISSUE/REVISION DATE ROOF TO BE REPLACED 2 3 ( , FOR REVIEW 01n0r24 IN EXISTING R.O. EXCEPT WHERE NOTED Eo 1 / 2 FOR PERMIT BEDROOM4 I 3 FOR CONSTRUCTION PERMIT O O � O Ur I 4 RECORD SET r w —EXISTING SECOND FL ao FRAMING. TYP, 3 2 N.J. MAZZAFERRO, P.E. UP of PROFESSIONAL ENGINEER P.O.BOX 57,GREENPORT NY,11956 c O N 1 ,• j Z29 �'! 516.457 5596 EMAIL:maz_lin@msn.com d , ......._...._...._............................I....._ — _ ........._... _. - ., �� DRAWN BY JLS JENNY SHOUKIMAS DESIGN LLC O O O z ��. , O DESIGN ARCHITECT NEW WINDOW c2 „L�s w 41 EASTERN PKWY,11E DATE.O,l10/24 w BROOKLYN NY CENTERED OVER �Fp 4, 057D9h * s,7.se3szze EMAII:Jennyshoukimas(d�gmailcom SCALE: �•=�_p• 5 1/2" 12'-9 3/4" 3 1/2" T-3 1/4" 5 1/2" EXISITNG DOOR BELOW. p F 1001 17'-6" MATCH TYPE P �oFESSIoNP\- SECOND FL PLAN SHEET NO: APUZZO-BONANNO RESIDENCE ��� 51� rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 B R@CP,IV D \ E F G EXISITING APR 09224 \ Zoning Board of Appea s \ .......... ......... 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CEILING MUDRM :. ...... .................... ....... ....... -N +11'-3" TO CEILING KITCHEN + — .........................._ 1 0 _................ T N T.O. PLATE MUDRM o ........... I O CV L.... ...................................... L............................. I 1.6 I / al.5 j o 00 ti 1st FIN FLOOR KTICHEN - - I + _ I I T.O.F MUDROOM DRIVEWAY GRADE _ - + +0 i i DRIVEWAY GRADE +0 1 WEST ELEVATION 1/4"= 1'-0" F E / D C ( B ) A _........... .......................... . ........... PYRAMID LINE / ::. .... . . . L....:.::.../. L.:.:.... ......................................................................:_........................ . ................... ...t. ...". I _ .. . / . 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I I ......................................... ......................... I. N.J. MAZZAFERRO, P.E. ......................................................... PROFESSIONAL ENGINEER 1st FIN FLOOR P.O.BOX 57,GREENPORT NY, 11956 1st FF M. BED. j - -" - - - 516457,5596 EMAIL:maz_Iln@msn com _ GRADE + �i DRAWN BY JLS JENNY SHOUKIMAS DESIGN LLC +5.25' r _ _ I D+ I A1. Y GRADE DESIGN ARCHITECT DRIVEWAY GRADE I EXISTING NEW + - 41 EASTERN PKWY,I1E DATE:01/10/24 BROOKLYN NY +oi-O„ 9175839228 EMAIL:Jenny.shoukimas@gmail.com SCALE: L EAST ELEVATION ( I EXTERIOR ELEVATIONS SHEET NO: 1/4'= 1'-0" APUZZO-BONANNO RESIDENCE 5133rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 t lo-= Receive EXISITING NEW 0 2024 6 5 4 3 T 1 20'-7 5/8" 3'pgo Oars'-911pppeal 17'-10 1/2" 9'-9 1/2" i ........................................... 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EX T'G + - — + - JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS co. ............................. ............. ... .................... DESIGN ARCHITECT N -' DRIVEWAY 41 EASTERN PKM,11E DATE 01/10/24 )RIVEWAY GRADE BROOKLYN NY GRADE �, 1 + I .} 917.583 9228 EMAIL:jenny shoukimas@gmail com SCALE 2 SOUTH ELEVATION EXTERIOR ELEVATIONS SHEET NO: APUZZO-BONANNO RESIDENCE ��� 513 "STREET NEW UFFOLK,NY 11956 DIST:1000 SECT:117 BLOCK:9 LOT:17 ReceiveO APR 0 9 Z024 ®f11f�� (30ard of Appeals B C E 15'-4 1/2" 9'-3 1/2" T-11" T-11" dimension to face of framing dimension to face of framing dimensicn to face of fra—ming TO RIDGE BEAM i i i T NEW COLLAR TIE HALF ROUND GUTTER AT ROOF OF ��OG ROOF @ NEW ADDITION: 12 ADDITION (� ASPHALT SHINGLES, 4 ,���5 12 8"SHEATHING TAPER FLAT ROOF AT PF 2x10 RAFTERS W/FUREED AIR VENT OPEN PORCH TOWARDS OFF 4 r R-49 7.25" BLOWN CLOSED CELL GUTTER TO DOWNSPOUT �O LO INSULATION T&G BOARDS SCREWED TO 8" SHEETROCK, PTD DECORATIVE 2x8 PTD TO PORCH ROOF I T.O. 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III- - 1 �� TO FOOTING # ISSUE I REVISION DATE � -_ •_• it 1 FOR REVIEW 01/10/24 9'-3 1/2" 'I TYPICAL FOOTING: 15'-4 1/2" -' _' 16"WIDE x 8" DEEP 2 FOR PERMIT POURED CONCRETE 4000 PSI W/245 3 FOR CONSTRUCTION PERMIT BARS THROUGHOUT 4 RECORD SET N-S SECTIONN.J. MAZZAFERRO, P.E. THROUGH ADDITION&OPEN PORCH 3/8" = 1'-0" PROFESSIONAL ENGINEER P.O.BOX 57,GREENPORT NY, 11956 516 457,5596 EMAIL:maz—lin@msn.com JENNY SHOUKIMAS DESIGN LLC DRAWN BY.JLS DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE:01/10/24 BROOKLYN NY 917 583 9228 EMAIL:jenny shoukimas@gmail corn SCALE 3/6"=V-0' SECTION SHEET NO: APUZZO-BONANNO RESIDENCE O 51$3rd STREET NEW SUFFOLK, NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 11 C)�1 Received APR 0 9 2024 Zoning Board of Appeals C ROOF @ NEW ADDITION: G F ASPHALT SHINGLES, SHEATHING '� RO 12 2x10 RAFTERS W/FURRED AIR VE O,c R-49 7.25" BLOWN CLOSED CELL 12-1 1/2" 'Q-qc 4 INSULATION REPAIR EXISTING ROOF& INSULATE TFiQ e'T&G BOARDS SCREWED TO 8' ]i CLOSED CELL SPRAY FOAM �2A SHEETROCK, PTD T&G @ UNDERSIDE OF RAFTER O� DECORATIVE 2x8 PTD 42 12-1 1/2" dimension to face of framing 4x4 PAINTED EXISITNG STEEL POST TOP OF ROOF 1 HOUSE 4'-0" TO TRELLIS ................. I 2x8@ 8 O.C. TO POST 12 0 3L---- — HEAD HEIGHT i PFTER @ 16 O G All ROOF R TO PLATE,11111 0 °D --CEDAR u) TYPICAL NEW EXTERIOR WALL: (? i SHINGLES 3/4"CEDAR SHAKES, STAINED `n Q, @(5" EXPOSURE) CONVERT EXISITNG CID OVERLAP AIR BARRIER MEMBRANE DO EXISTING HOUSE I' GARAGE TO SILL HEIGHT 8"CDX PLYWOOD ON 2x6 DF o To STUDS @ 16"OC F_ HABITABLE n „ R-21 KRAFT FACED BATT SPACE 00 INSULATION c 8"GWB TAPED/PTD CP 1st FIN FL i• _ N TO STAIR N 1st FIN FLOOR 2x8 @ 16" O.C. LA TO TRELLIS FOOTING TO FOUNDATION 00 DRIVEWAY GRAD EXIST. _ FOUNDATION =1 w yo ! =1 4" POURED CONCRETE - 8" DIA,ANCHOR BOLT. 5 • Mq _ := _ i. - --_; o 8" EMBEDMENT W/ 4000 PSI SLAB F I 1 = \ ° c� 3 x3 WASHER, TYP. _ � !R-10 RIDGID INSULATION 1 j {�~r�, o o 8 x8" PIER TO GRADE c� w 8" DIA,ANCHOR BOLT. 8° o 5 _ 4' 05� 1 c� =1 EMBEDMENT W/3"x3" — ° I B.O. FOOTING l i - I' NEW FOOTINGS 24"x24"x12" ,o � WASHER, TYP. R pv !!= • • WITH 8"x8" PIERS TO GRADE OFESS►ON -� TYP. FOUNDATION WALL: 8" POURED CONCRETE 4000 PSA W/#4 BARS 24"O.C. BOTH @ 1 # ISSUEIREVISION DATE DIRECTIONS TYP. FOUNDATION WALL: 8" POURED CONCRETE FOR REVIEW o,no/z4 TYPICAL FOOTING: 16"WIDE x 8" DEEP ° - I_ 4000 PSA W/#4 BARS @ POURED CONCRETE 24 O.C. BOTH 2 FOR PERMIT �_ DIRECTIONS 4000 PSI W/245 3 FOR CONSTRUCTION PERMIT j T BARS THROUGHOUT ---i I=1�i-III- I I_ i 4 RECORD SET TYPICAL FOOTING: N-S SECTION THROUGH CONVERTED GARAGE 3/8" = 1'-0" i 16"WIDE x 8" DEEP POURED CONCRETE N.J. MAZZAFERRO, P.E. 4000 PSI W/245 PROFESSIONAL ENGINEER BARS THROUGHOUT P.O.BOX 57,GREENPORT NY, 11956 516 457 5596 EMAIL:rnaz_hn@rnsn corn 2 N-S SECTION THROUGH ADDITION&TRELLIS DRAWN BY JLS JENNY SHOUKIMAS DESIGN LLC 3/8"= 1'-0" DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 01/10/24 BROOKLYN NY 917.583.9228 EMAIL:Jenny shoukimas@gmail oom SCALE.3/8'=V-0" SECTIONS SHEET NO: APUZZO-BONANNO RESIDENCE ��11 5113rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 7 7�q Received APR 0 9 2024 o Ing Board of Appeals 9'-2 1/8" 6 5 4 3 2 1 0 (V TO ROOF EXT'G HOUSE I 20'-7 5/8" 3'-1 3/4" 4'-2" 10'-6" +25'-9.25" NEW CHIMNEY 3 ROOF ROOF @ NEW ADDITION: ASPHALT SHINGLES, $' SHEATHING 2x10 RAFTERS W/FUREED AIR VE LO EXISTING I I I R-49 7.25" BLOWN CLOSED CELL F- ROOF ........................ INSULATION 8"T&G BOARDS SCREWED TO 8" SHEETROCK, PTD I I I ATTIC FIN FL EXT'G DECORATIVE 2x8 PTD ATTIC +18'-5.675" STORAGE I NOT I TOP OF ROOF FOR HABITATION 00 TO RIDGE BEAM TOP OF FIN CLG EXT'G00 +17'-9.375" REPAIR EXT'G STAIR I I I 2x6 COLLAR TIE r= LID co I Q Zo EXISTING R-49 WALL CLOSED CELL r TO PLATE Ah SPRAY FOAMImr v 2ND FIN FL EXT'G ..._.�.. _i 17ti 0 CV +11'-1.375" M TYP. HEAD HEIGHT TO FIN CLG EXT'G + _ r 1 TYPICAL NEW EXTERIOR WALL: EXISTING REPAIR EXT'G STAIR 3/4"CEDAR SHAKES, STAINED FLOOR (5" EXPOSURE) JOISTS AIR BARRIER MEMBRANE $"CDX PLYWOOD ON 2x6 DF EXISTING STUDS @ 16"OC WALL I R-21 KRAFT FACED BATT 0 o INSULATION C° °D a"GWB TAPED/PTD I � 8" DIA, ANCHOR BOLT. I 8" EMBEDMENT W/ EXISTING 3"x3"WASHER, TYP. FLOOR 1st FIN FL EXT'G JOISTS 1st FIN FLOOR MMM w io 4 TO FOUNDATION �P OF Yo C\' EXISTING _ 2x10 @ 16"O.C. FOUNDATION ' D IVEWAY GRADE °°�• R-30 BATT _:! !:: _C All o+ i::::::.:. INSULATION _!......_�. L... ._...... _.......III. -12eEX w ° I�.I'N TYP. FOUNDATION WALL: CFO O. 0510 _I I I w �oFESSION tiISTIN 8" POURED CONCRETE I' FOUND ION 4000 PSA W/#4 BARS @ � 24" O.C. BOTH C;' DIRECTIONS -1 I —I 11= zo -� — = ;' _ — _ i — # ISSUE/REVISION DATE 1 FOR REVIEW 01I10/24 R-102" III =1! RIDGID _ INSULATION :I' I. z FOR PERMIT 3 FOR CONSTRUCTION PERMIT TO FOOTING �_ �• • °• 4 RECORD SET — • •• ._ "" I E-W SECTION THROUGH EXSITING&ADDITION &3/8I"= 1' it TYPICAL FOOTING: N.J. MAZZAFERRO, P.E. 16"WIDE x 8" DEEP PROFESSIONAL ENGINEER I I POURED CONCRETE P.O.BOX 57,GREENPORT NY,11956 4000 PSI W/245 BARS THROUGHOUT 5164575596 EMAIL maz_lin@msncom I JENNY SHOUKIMAS DESIGN LLC DRAWN BY:JLS DESIGN ARCHITECT 41 EASTERN PKWY,11 E DATE 01/10/24 BROOKLYN NY 917.583 9228 EMAIL.Jenny shoukimas@gmall com SCALE.3/8"=V-0" SECTION SHEET NO: APUZZO-BONANNO RESIDENCE �� 59,3rd STREET NEW SUFFOLK,NY 11956 DIST:1000 SECT:117 BLOCK:9 LOT:17 w N 306,782 MATCH LINE FOR PCLNO. 12Ac SEE SEC.NO. l; 110-6-o3a u Z ^ 3.1 $ 1 w0lp 4.2 2.3 4.1 I ,15 Oq 1.8A / "A2 A(C) 3 12 O w 3 s°I �� e0'Q m ry • i. A F m 5wi T. 4 28A Q ss � m � n � 7 8.9 8 0.4 6 m 7 - ' .x 24 O ,rA g8.8e, 9 g a 12.1 g i CUTCHOGUE 3a g zs 4 n 13c �SOl 33 a 27 am x sm a,ao•°s°' s 14A 22 32. s w2y1 \_ 21.2 so' , HARBOR 31 Ao 2.2A1C) \ d 1.6A(C) 'f'%•O�+wr 47 30 • a°v -,n \ ...tea%..-J �14.2-,»��g ----_� '6 -- 2.2A(C) �x 1x� 46.4 u 30 S -)(A.A(C) 8 'w 31 g�36 040K 8 41 8 4�3 �, G g a ° 34 g:35= 38 l5D) a � 32w g 33g ss rm gt 29 "1 1 V�j' ✓L/' I ORCHARD m 22 g�m g e 28 130� '30 1,y%'•, 12 021,2 ,m 9m m 27 � 30 U N�1 $,m �' p0 a1_ =ts16m gun O 25& °zs \., 'S— 318 Zg+� is,m r K/�1�1n[/��\C J zm %SDFFOLK =x r. 6.m9 g 1s7° SCH Drst u"�°°S s 4 J 31 r KIND 8. �" � m m 10,E• � " OHNOF� 1 I I� I� I�I/. 1 ' s 4 5 mm Ti 142m g sCHOOLOIST(n m ..1 s 8 g G 2 32� 2 -1 am+ 'm ,ST. lA g 32. +� ° jb - �1 vr► ;.32 NN 20. 29 Y30 ;D 19.1 8 tioWN - I �J m 1 OF 1 Sx� m m � � m v PEcowC IAND $bUTNOtD (bD•) , �16.22 � m,m °a,m T5 w xrpm N�1�r+sE�'I�„ /NN°F uarnl 13 a$ ,2 ,m a7. g 211(rr S 24' zt EASBJ 21 I 1 - 1 a15a.� 20 a,31'.' g5AlC) N 2.6A(C) -tl g ,� 19 2 fY ,e m O -=1 #ll), §20e's S•'+s. O 22 o iT o - 8.1 Ze. . „x ' ,7 I 1 I , 1z.a z3 N °e 1a.1 z0 s d?�.7 20 o ---1 4 0 6 m i 11 m 16m gi 12.3 12.2 'a 20.8 SH�F �.1(tJrinE BAY PECONIC N 302,952 NOTICE COUNTY OF SUFFOLK © K TOWN OF SOUTHOLD SECTION NO MAINTENANCE,ALTERATION,SALE OR �Sa Real Property Tax Service Agency Y 134 DISTRIBUTION OF ANY PORTION OF THE 116 117 VILLAGE OF SUFFOLK COUNTY TAX..IS PROHIBITED �n _ , COYnty Center RINN FD .,NY,1901 117 CA S-P SCALE IN FEET. M WITHOUT WRITTEN PERMISSION OF THE 'L ^' yy4 200 0 2°0 400 A REAL PROPERTY TAX SERVICE AGENCY. Y P DISTRICT NO 1000 PROPERTY MAP CONVERSION DATE Jun 13.2014 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 SouthoK NY 11971-0959 Teleplione(631) 765-1802 Fax (631)765-95021--,!t;"- Date r(ecoved 1 D 1 "1 •G., r- 4 For Office Use Only PERMIT NO. Building Inspector-1= J01 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Appli[cant Is not the amer,an Omer's Audiorization form(Page 2)shall be completed. Date: 7. OWNER(S)OF PROPERTY: Name: h a hJf- 4 e i ?- SCTM#1000- Project Address: SIC it I A-0 to �`���� Phone#: 10 Email: Mailing Address: o d D CONTACT PEPSON: Name: �'J flailing Address: 2_ i3_ Phone#. Email: 0 CA P1, R I DESIGN PROFESSIONAL INFORMA71ON: J Name: Mailing Address: Phone#: — I Lq L ; r; 1L2 Email: 0+ 4 yC CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED COUMUCF[ON 0New Structure >OAddition alteration DRepair ODemolition -Estimat�d Cost of Project DOther Will the lot be re graded? ClYes Y-I'k'No Will excess fill be removed from premises? ®Yes No PROPERTY INFORMATION Eaclsting use of property: Intended use of property::, ' ., Zone or use district in which premises is situated: Are there any coven nts and restrictions u tit respect to this property? ❑Yes t No IF YES,PROVIDE A COPY. . The ov nergcantractor/design prafesslunal is responsible far all drainage and storm grater isst�as prwAded by ha, er 236 of the Town Coda. APP UCA1'OVA IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the B Zwe Ordinance of the Town of Southold,Suffolk,County,Nev?York and other appUmMe Laws,Ordinances or Regulations,for the construction of bu+�di p, additions,alteratians or for removal or demolition as herein described.The applicant agrees to comply vAth all appUcable laws,or+dlnances,bull trg code, housing code and regulations and to admit authothed inspectors an premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to section 2 0AS of the New York State Penal lama. Application Submitted I3�(pr me): -a.��`- 4-'(�`-�' ' OAuthorized Agent P"Wer Signature of Applii ®ate: STATE OF NEW YOLK) "QA COLIN being duly sworn, deposes and says that(s)he is the applicant (Name oYindividuai signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this . t day of e' Notary P blic Stephanie A.Korchinski NOTARY PUBLIC,STATE OF NEW PORK y}; ,p r p' �r r� ,. o No.01K06096997 ' Registration ountY (Where the applicant is not the"owner) Qualified in piles August 1I,20 Commission Expires Augu !, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 GENERAL NOTES FRAMING AND FASTENER INFORMATION CONSTRUCTION NOTES WIND FRAMING NOTES WINDOW SCHEDULE 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: )D. MODEL FRAME SIZE(WXH) GRILL TYPES MANUFACTURER NOTES MARK LOCATION SIMPSON TIE# INSTALL NOTES INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO MARVINELEVATE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON A CASEMENT 3'-0"x 5'3-1/8" 2/2 LOW-EGLASS 1 ROOF LSTA/15 EVERY RAFT 20 GA-1+'x 15 YORK STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED MARVINELEVATE RIDGE STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. B CASEMENT 3'-0"x4'7--1/8" 2/2 LOWEGLASS 2 RAFTER/WALL LSTA/16 EVERY RAFT STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 12 GA-1 "x 16 C CASEMENT* 3'0"x4'7-1/8" 2/2 MARVINELEVATE 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP LOW-EGLASS EGRESS SILL 30-/8"AFF'A 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-1 'x 21 CONSTRUCTION MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND WITH STUDS BELOW,AFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND D CASEMENT* 3'-6"x4'7-1/8" 2/2 MARVINELEVATE E RES?, LOW-EGLASS SILL 30-5/8FF REGULATIONS,ETC.THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. MARIVN ELEVA TE L OWE 4 WALL/BASE PL RSP4-B+M EVERY STUD THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT E SPECIAL TY- TRAPAZO/D 6-10"WIDE VIF NONE GC TO CONFIRM EXISTING COND. 20 GA-2 'x 4 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. V NEWWINDOWINEXT'G MARVINELEVATE 'fd 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY. F DOUBLEHUNG ROUGH OPENING 2/2 LOWEGLASS 5 BASE PL 1 FOUND 4'-0 IF. 'O.C. ADD AS NEEDED RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT l : WWIN N MARVINELEVATE ANCHORS CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN G FRENCH CASEMENT ROUGH ENING 2/2 LOW-EGLASS ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR LINE WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE n MARVINELEVATE A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. H CASEMENT 3-0 x 3 7-1/4 2/2 LOWEGLASS ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: IRC CODE TABLE R602.3(1)-GENERAL 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE TABLE R602.3(3)-SHEATHING OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN „ „ L TABLE R802.5(9)-FRAMING-ROOF 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS, I SKYLIGHT 30 x301/16 NONE TEMPERED LOW-EGLASS BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. OR LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL VELUX-FIXED PAN FLASHED PER SPEC 1609.1.1-2015 IRC+NYS 2020 SUPPLEMENTAL DESIGN-WIND 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED ✓ SKYLIGHT 30 x301/16 NONE TEMPERED LOWE GLASS SPEED IS 130 MPH WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE K SKYLIGHT 44 0"x45314" NONE L -o E AB SOLAR TO TABLE 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 TEMPEREDLOW-EGLASS INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS. 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE FOUNDATION NOTES TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF INCH WOOD STRUCTURAL PANEL ON THE L CASEMENT* ROUE OPENINGX G 2/2 MAOWEGL4SSE EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C.IN THE SIL�G� S/8'AFF FIELD,AND}INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT M CASEMENT VIF.NEW WIND WINEXT'G MARVINELEVATE 1. THE GENERAL CONTACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO 7"O.C.PANEL EDGES AND 10"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH ROUGH 0 ENING 2/2 LOWEGLASS ROOF FRAMING:PER IRC-CHAPTER 8 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. REQUIREMENTS SPECIFIED 0"TABLE THE FIELD WW D MARVINELEVATE WALL FRAMING:PER IRC-CHAPTER 6 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. N DOUBLEHUNG ROUGH OPENING 2/2 LOWEGLASS FLOOR FRAMING:PER IRC-CHAPTER 5 3. PROVIDE+'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: VIF.'NEWWINDOWINEXT'G MARVINELEVATE ROOF SHEATHING:PER IRC-CHAPTER 8 TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE 0 DOUBLEHUNG ROUGH OPENING 2/2 LOW-EGLASS MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3,16, CEILING SHEATHING:PER IRC-CHAPTER 8 J 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE 7. INTERIOR SHEARWALL CONNECTIONS. VIF G MARVINELEVATE WALL SHEATHING:PER IRC-CHAPTER 7 P DOUBLE HUNG ROUGH OPENING 2/2 LOW-E GLASS INSTALLED WITH#5 RE-BAR,18"LONG AT 12"O.C.USE APPROVED EPDXY FOR INSTALLATION. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE FLOOR SHEATHING:PER IRC-CHAPTER 5 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" * VIF.'NEWWINDOWINEXPG MARVINELEVATE INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE 0 CASEMENT ROUGH OPENING 2/2 L0W-EGLASS GRESS THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" IN ACCORDANCE WITH 2 4 4.2 AND 2.2.4 RESPECTIVELY. SIL 28-5/8"AFF THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 8, CONNECTIONS AROUND EXTERIOR WALL OPENINGS: R CASEMENT W N N G MARVINELEVATE LASS 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 CAST ROUGH OPENING2/Z RVI E LEVA HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN VIE NEWWINDO INEXT'G MARVINELEVATE IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. ACCORDANCE WITH TABLE 3 5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE S DOUBLEHUNG ROUGH OPENING 2/2 LOWEGLASS PLAN CONTENTS 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT WITH TABLE 3.5. N.Y.S.RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER 9. CATHEDRAL CEILING ASSEMBLY: T DOUBLEHUNG l ' IN MARVINELEVATE ROUGH OPENING 2/2 LOWEGLASS OCCUPANCY RESIDENTIAL THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE CLASSIFICATION 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED NOTE: TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB BUILDING HEIGHT ±25.25'ABOVE AVERAGE GRADE THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. EIMENSIONS WITH ROUGH OPENINGS. `ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. DESIGN CRITERIA CODE:2020 NYS UNIFORM&SUPPLEMENT FRAMING NOTES *EGRESS OPENING MIN.5.7 SQ FT-MAX.44"SILL-AFF FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND &GENERAL NOTES ADDITION WOOD FRAMING CONSTRUCTION MANUAL. QQ DESIGN LOAD EXT.BALCONIES 60 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DECK CSC COVERED PORCH NOTES CALCULATIONS DECKS 40 DOUGLAS FIR. (LIVE LOADS PSF) ATTICS W/O STORAGE 10 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. O DOOR SCHEDULE ATTICS W/STORAGE 20 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. 1 UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACID PRESSURE TREATED I' - ROOF(GROUND SNOW LOAD) PER NYS 301.6 BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL LUMBER.ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. ROOMS(OTHER THAN SLEEPING) 40 OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS 110. TYPE UNIT SIZE(WxH) MATERIAL NOTES NOTES ROOMS(SLEEPING) 30 OPENINGS BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO i STAIRS 40 OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8,4'.PROVIDE FIRE CONCRETE WITH A MINIMUM 4INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. G 01 EXTERIOR SWING DOOR 3-0 x 7-111/2 L0W-EGLASS HINGED RIGHT GUARDRAILS(ANY DIRECTION) 200 STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12xl2xl2 THICK CONCRETE FOOTING. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND USE A MINIMUM DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 602 EXTERIOR SLIDING 6'O"X 7 11 1/2" LOW-EGLASS OX EXPOSURE DESIGN FOR CAT.C ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. FT.BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR CATEGORY 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL E THE FLOOR JOINTS AND UNDER (',�,3 EXTERIOR SLIDING 6!0"X 7'-11 1/2" l_ LOWEGLASS LOAD LOAD PATH SEE CONSTRUCTION AND WIND PATH THE GIRDERS. � BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD I' c CAPACITY UNLESS NOTED ON PLANS. 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. _04 EXTERIOR SLIDING* 8�101/2"X 6�10" LOWEGLASS OXO G EY (ROOF-FOUNDATION CONNECTION DETAIL PAGE AND GENERAL NOTES 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. ILL O' FF 7. PROVIDE(2)1-3l4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL -I AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH}INCH DIA.BOLTS WITH WASHER AND NUTS WHERE v,35 DOUBLE EXTERIOR DOOR 3'0"x 6'8" SOLID WOOD W/WINDOW NAILING SCHEDULE SEE GENERAL NOTE PAGE 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER NEEDED. SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. 606 EXTERIOR SWING DOOR 2'-6"x 6'-8" SOLID WOOD W/WINDOW HINGED LEFT 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE UNDER ALL BEARING WALLS. ANCHORED TO GIRDER(S). 607 EXTERIOR SWING DOOR 3�0"X 6L8" SOLID WOOD W/WINDOW HINGED LEFT 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL BUILDING. FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. NEEDED. (SMOKE& CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. 11 UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM"THICK,4 PLY FIR CDX 08 INTER/OR POCKET 2'-6"X 6 8" 1-3/4"TRU-ST/LEMDF PRIVACY CO2 DETECTORS) EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. 12. UNLESS OTHERWISE NOTED USE�'THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ' -STILEMDF HINGED LEFT DUMMY ENERGY 2020 NY STATE CODE&2018 IECC PLUMBING NOTES r,.os INTERIOR 2'8"x 6 8" 13/4"TRO ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED CALCULATIONS OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 1110 INTERIOR POCKET 34 1/2"x 6'8" 13/4"TRU-STILEMDF PRIVACY 13 ALL BATHROOM WALLS TO HAVE"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CEILINGS AND OVER FURNACE TO HAVE"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING CONSTRUCTION CODE. G.11 DOUBLE NTERIOR PAIR (X2)@ 14"x 6'8" 13/4"TRU-STILE MDF DUMMY TO HAVE REGULAR"SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED, 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT 14, ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR APPROVAL. C.12 INTERIOR 2'10"x6'8" 13/4"TRU-STILEMDF HINGED LEFT PRIVACY ROOF SHEATHING REQUIREMENTS FOR WIND LOADS TAPPROVED EQUAL.FLAT ORCH DOWN TYPE ROOFS L SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. OR JOISTS P TO PROTE CT MATERIAL OVER. RELATED WORK PROVIDE ADEQUATE BRACING AND PLATES AND SECURE THE 6,13 INTERIOR 2'10"x 6'8" 13/4"TRU-STILEMDF HINGED LEFT PRIVACY SHEATHING NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM , „ TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL, C.14 INTERIOR 2-10r 8 x6 13/4 TRU-ST/LEMDF HINGED LEFT PRIVACY LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 4 x2 1'-6"X6�8" 13/4"TRU-STILEMDF DUMMY EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. H VAC NOTES 6.15 DOUBLE NTERIOR PAIR O @ 0.16 CUSTOM BYPASS TBD (x2)2'10"X 6'8" CUSTOM TBD TBD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ELECTRICAL NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 6.17 INTERIOR POCKET 2'-6"x 6'8" 1-3/4"TRU-STILEMDF PRIVACY GABLE AND RAKE TRUSSKE 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SAFETY REQUIREMENTS. 2. HVACSUBCONTACTORISTO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE WALL SHEATHING REQUIREMENTS FOR WIND LOADS 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE EQUIPMENT SUPPLIER. 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 2.01 INTERIOR 240"x 6'-8" 13/4"TRU-STILEMDF R. HAND INSWING PRIVACY COMPLY3. ALL ELECTRICAL WORK TO WITH 2014 NEC. 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. 2 02 INTERIOR 2'-10"x 6'8" 13/4"TRU-STILEMDF L. HAND INSWING PRIVACY SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE R314 AND R315 OF IRC. PANEL EDGES SUPPORTS IN THE PANEL FIELD 12,03 INTER/OR 240"x64" 13/4"TRU-STILEMDF PRIVACY 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. OTE ENERGY NOTES SOIL NOTES N *INTERIOR DOORS TO BE BORED ONSITE TO ACCEPT 2"DIA. ROSE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 1. THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. # ISSUE/REVISION DATE 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM D CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A FIREBLOCKING NOTES 3. DO NOT BAPROFESSIOCN FILL UNTIL FIRST FAL AGENCY FOR LOOR DECK N. 1 FOR REVIEW o1/1o/za CK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 30 PSF 130 B SEVERE 3 FT. HAZARDS 2 FOR PERMIT FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES MODERATE SLIGHT FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND TO TO ill NONE 3 FOR CONSTRUCTION PERMIT HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY HEAVY MODERATE AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS. 1. PROVIDEf'TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON ACCESSIBLE 4 RECORD SET 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE AREAS. CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET BATTS OR BLANKETS OF MINERAL OR GLASS WITH ACQ. OF NFh, N.J. MAZZAFERRO, P.E. FIBER SHALL BE ALLOWED AS RREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF 3 INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. PROFESSIONAL ENGINEER STUDS OR STAGGERED STUDS. �Qlp 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS 9� P.O.BOX 57,GREENPORT NY,11956 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 0 F ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. 1 516.457.5596 EMAIL:maz_lin@msn.com 4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. _ , D JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS 5 FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CODE. _� DESIGN ARCHITECT 41 EASTERN PKWY,11 E DATE:01/10/24 F� 0570 �� BROOKLYN NY �OFESSiONP� 9175839228 EMAIL jenny shoukimas@gmail.com SCALE: NTS GENERAL NOTES SHEET NO: APUZZO-PONANNO RESIDENCE 511 3rd STREET NEW SUFFOLK,NY 11956 DIST:1000 SECT:117 BLOCK:9 LOT:17 Received SUBFLOOR 2ND FLOOR WALL APR 0 9 JOIST - - -- — STEEL BEAM SUBFLOOR Zoning Board O - WOOD JOISTS / 4"DIA MAXIMUM 2x6/2x8 CONTINUOUS WOOD 1ST FLOOR WALL PLATE BOLTED TO STEEL BEAM SUBFLOOR WITH�'DIA.BOLTS @48"O.C. STAG JOIST 4"x+"x 8"STEEL TOP AND BOTTOM PLATE �XC - STEEL BEAM WITH}'x 6"ANCHOR BOLT}'GROUT Q STRAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN(10 KIPS) 9 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 7,1 -T.- 4"-8" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT(WITH *...... STUDS ON ALL OPENINGS A NAILING PLATE IF NEEDED)TO BE TYPICAL BEAM DETAIL 8"-16" LSTA48 1-1/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK APROX.�'OR HIGHER THAN STEEL BEAM STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS TO ALLOW FOR SHRINKAGE(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) STAIR RAILING KING STUD ENDWALL 0 0 CRIPPLE STUD 4"DIA MAXIMUM SIDEWALL WOOD JOIST . HEADER FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER Z JACK STUDS 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS TO o FOUNDATION W/ANCHOR BOLTS M SPLICED JOISTS OVER HEADER/GIRDER 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT.PLATE OF 2ND FLOOR AND TOP PLATES OF LOCATION USP NUMBER DESCRIPTION APPLICATION 1ST FL.CONNECT THROUGH THE FLOORS TO JOIST TO RT10 TYDOWN CONNECT EACH OTHER W/THREADED ROD. GIRDER/ ANCHOR TO EA. LOCATION USP NUMBER DESCRIPTION APPLICATION GUARD HEADER JOIST ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD RAILING ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD WALL STUD METAL STRAP ARM BOARD SILL PLATE(S) DBL.SILL PLATE ` d 4 TERMITE SHIELD SILL FOUNDATION `' + GASKET �y • a •, ANCHOR BOLT EMBEDMENT: a. a POURED CONCRETE:7" a BLOCK WALL:15" WOOD JOIST STRAPPING TO BE ATTACHED TO WALL STUDS @ USE WITH 3x3 SQUARE BLOCKING 48"OC AND ALL WINDOW/DOOR OPENING JACK WASHERS STUDS (USP LBPS58) P844 POST ANCHOR FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION FOUNDATION 'DIA ANCHOR BOLT WOOD GIRDER CONC.SLAB(AS REQ.) ANCHOR BOLT CONNECTION 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK SUPPORTING MAXIMUM SPACING STUDS ON ALL OPENINGS SILL PLATE Tom FOUNDATION 1 STORY 72"OC 8"-14" LSTA30 1-1/4"x30"18ga.STRAP INSTALL 4'0"O.C.AND JACI: (CRAWL SPACE OR FND) PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 2 STORY 6a , (CRAWL SPACE OR FND) 36"OC AND OVER OVER BEARING WALLS AND HEADERS. DECK PIER PER PLAN Z � 8"DIA. � 14"-16" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK WALL BOTTOM PLATE TO FND. 1-2 STORY o CONC. STUDS ON ALL OPENINGS (SLAB ON GRADE) 57"OC M da PIER a �. # ISSUE I REVISION DATE - CONC.SLAB 1 FOR REVIEW 01/10/24 6 MIL.POLY GRANULAR FILL 2 FOR PERMIT TYP.CONC.FND.DAMPPROOF STEEL COLUMN 3 FOR CONSTRUCTION PERMIT EXTERIOR 6MIL POLY ON EXT. CONC.SLAB WOOD JOIST d COMPACT FILL - 4 RECORD SET KEYWAY FOOTING. GIRDER/HEADER CONC.FOOTING. - - WOOD JOIST REINFORCING BAR N.J. MAZZAFERRO, P.E. DRAIN TILE OF N PROFESSIONAL ENGINEER MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE 24"x24"x12"CONC.FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, P� y0,f, P.O.BOX 57,GREEN PORT NY,11956 SET FIR JOISTS APROX.�'HIGHER THAN LVL HEADERS TO 516.457.5596 EMAIL maz_Iln@msn com TYPICAL CONC.FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. WHERE NEEDED FOR STRUCTURAL BRACING. 7Q' DRAWN BY.JLS �1 � JENNY SHOUKIMAS DESIGN LLC C zth ' o DESIGN ARCHITECT -1 w 41 EASTERN PKWY,11 E DATE;01/10/24 ICI ` BROOKLYN NY ��OA ,Y0. 057095 ��� 917 583.9228 EMAIL.jenny shoukimas@gmail.com SCALE: �CF�SSIONP� DETAILS SHEET NO: APUZZOO�ONANNO RESIDENCE 51 3rd STREET NEW SUFFOLK, NY 11956 DIST: 1000 SECTA 17 BLOCK:9 LOTA7 Received ROOF 4"THRU ROOF u 4"THRU ROOF n 4"THRU ROOF III I D n n nn c O RAFTER BATH2 �onm g LIO of Appeals f?-172-V rl/2 V 11 0 V NEOPRENE GASKET TOP PLATE I I LAV ROOF JACK WALL STUD W C. ROOFING LAPS TUB FLASHING AT SIDES 2ND FLOOR AND TOP � FLASHING LAPS 2„ 2„' 2„ ROOFING AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION CO. I RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAF TO PLATE ROOF JACKS&VENTS DETAIL PLATENVALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES T STUD KITCHEN 1 112 r✓ - POWDER BATH 1 MASTERBATH 1112V 1112V 1112V 1112V 1112V 1112V 1112V 1 oV 1 oV 1 oV 1112V i I i LAV LAV LAV LAV LAV O.A.1 rMWA W.C. WCWC.ISTFLOOR 0 W 1�„ SHWR !SHWR 7 RIDGE CAP OF SAME RAFTER - 2"W 1 2 2" 2" 2" 2" 2" 2" 2" \ MATERIAL AS ROOFING NAILED TO SHEATHING 2„ THROUGH VENT TOP PLATE ------- ------ CO. 4" 3" 3„ TO APPROVED WALL STUD SANITARY DISPOSAL SYSTEM RAFTERS CRAWL SPACE PRE-MANUFACTURED RIDGE KEEP SHEATHING MIN.1-1/2"FROM VENT FOLDS OVER RIDGE TO PEAK TO ALLOW FREE AIR PASSAGE LOCATION USP NUMBER DESCRIPTION APPLICATION CONFORM TO SLOPE OF ROOF 4"-6" RT10 10-3/4"x 18ga TYDOWN CONNECT TO EACH RAFTER RISER DIAGRAm ANCHOR ONTS 6"-12" RT20 21-1/8"x 20ga TYDOWN CONNECT TO EACH RAFTER ANCHOR 0, 1 O 'I I O � O O O O O FASTENER TYPE: SPACING: THROUGH-ROOF EXHAUST VENTS I! No.8 WOOD-SCREV+BASED 16"O.C. O O O O O SELECTED AND LOCATED BY O ANCHOR WITH 21N. CONTRACTOR �-- —= EMBEDMENT LENGTH VENTILATION CHANNEL AS REQ. I ! RAFTERS MAINTAIN VENTILATION r i No.10 WOOD-SCREWS 16"O.C. BASED ANCHOR WITH 21N. BLOCKING EMBEDMENT LENGTH O O O O O \ - 2x4 LEDGER LEDGER i 2x4 SOFFIT JOIST O " ' O +'DIA LAGSCREW BASED 16"O.C. FASCIA RAFTER ANCHOR WITH 21N. { EMBEDMENT LENGTH. CONTEN.SCREENED VENT CONTIN.SOFFIT/EXT. O O 00 O O PLYWOOD ATTIC SHALL BE PROVIDED WITH A MIN.NET O \ f I FREE VENTILATING AREA NOT LESS THAN O RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION ' I I 2x4 DF#2 STUDS OF THE AREA OF THE SPACE VENTILATED. ROOF VENTILATION!SOFFITED APA RATED SHE/,THING ALL OPENINGS SHALL BE COVERED WITH GRADE PLYWOOD CORROSION-RESISTANT METAL MESH EAVE DETAIL 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDG { i (ALTERNATIVE:+"O.S.B.) OPENINGS OF+"IN DIMENSION. J'APA PLYWOOD O O 00 O O 2x10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE SHEATHING 9 O WINDOWSILL O O 00 O O FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED 8"O.C. 2 TYPICAL WINDOW OPENING ANCHOR WITH 21N. PANEL SPAN EQUAL OR SMALLER THAN 4'-0" EMBEDMENT LENGTH o 0 00 0 0 # ISSUE/REVISION DATE No.10 WOOD-SCREWS 8"O.C. BASED ANCHOR WITH 21N. EMBEDMENT LENGTH O ' 1 1 FOR REVIEW 01/10/24 +"DIA LAGSCREW BASED 16"O.C. O O 01 O O 2 FOR PERMIT ANCHOR WITH 21N. EMBEDMENTLENGTH. MULTIPLE PLYWOOD RAFTER 3 FOR CONSTRUCTION PERMIT ASSEMBLIES(2)2x4 DF#2 STUDS C014NECTED RIDGE 4 RECORD SET TOGETHER WITH STAINLESS STEEL OR GALVANIZED BOLTS W/VYASHERS AND N.J. MAZZAFERRO, P.E. NUTS @ 2'4"O.C. �P E OF NEw Y PROFESSIONAL ENGINEER WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 3• A ©'�� P.O.BOX 57,GREENPORT NY,11956 516 457,5596 EMAIL:maz lin@msn com LOCATION USP NUMBER DESCRIPTION APPLICATION �� �� AS PER SEC.1609.1.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT i V a , + �A GLAZING) ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH Z t "a O JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH DESIGN ARCHITECT A MINIMUM THICKNESS OF*'AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE ' 41 EASTERN PKWY,11 E DATE'01/10/24 AND TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE F ND pgh BROOKLYN NY PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4.OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS OA 057 �� 'CALE NTS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ROFESSIO�P� 917.583.9228 EMAIL.Jenny shoukimas@gmail com ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. RISER DIAGRAM & DETAILS SHEET NO: APUZZO-BONANNO RESIDENCE ��� 51�3rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECTA 17 BLOCK:9 LOT:17 PYRAMID NOTE: /\ LINE 70.53' NEW ADDITION IS /' \ _ INSIDE PYRAMID LINE&COMPLIES. / \ ROOF OF 60.06' 10.47' EXISTING BUILDING / EXISTING ROOFLINE HAS STRUCTURE MINOR /•' \ 1 PROJECTIONS —� -PAST PYRAMID. / \ I NEW ADDITION iINSIDE PYRAMID Z I / \ OUTIINE OF O I / \ EXISITING W I I /•' i STRUCTURE O o 07) - - -n O I 1 0 I OMM o o �C) D I - �T Z C/) I j :PROPERTY LINE :PROPERTY LINE I I � I I \ I I \ PYRAMID DIAGRAM I 15'-0" ,o �IN SIDE YARd MIN SIDE YARD §280-124 I 1 §280-124 (side + side > 25') 1 side + side > 25') s.1' 16.47' 515 Third Street, PARKING R-40 Zoning 11 7' Existing: Non-conforming Lot 1 PROPOSED ONE-STORYPROPOSED ONE-STORY WD Existing: Residential Single Family Conforming Use I FRAME OPEN PORCH FRAME ADDITION STAIRS Existing: Non conforming Buildig 101.49'I 1853-year of construction I 8.58' EXISITING BUILDING AREA INPUTS 1. First Story (cellar excluded) 767.7 sqft WD CELLAR FRAME BULKHEAD 2. Attached Garage to be converted to living space) 293 s ft STAIRS I 3. Enclosed Porches 112.8 s ft j I TOTAL 1ST FL 1173.5 sq ft 5. Second Story 379.6 sq ft 01.41' Attic(not included in gross) n/a M rn \ I TOTAL 2ND FL 379.6 sqft PARKING 1 r-: \ I 6. Crawls ace not included ingross) 0 \ 7. Other Detached Accessory bld s 0 2 \ TOTAL existing gross area 1553.1 sq ft TOTAL existing living space living space 0 (includes garage conversion to livable space) 11553.1 sq ft I 14.33' 3.69' I s 1 I 1 \ GROSS AREA IN R-40 ZONING 280-207 ry Max Allowable Gross 2,100 sq ft c� Existing Gross Construction includes garage) = 1173.5+ 379.6 = 1,553.1 sq ft 121 I Proposed additional gross 544.6 I ITOTALGROSS OF PROPOSED HOUSE=1 _ 2097.7 sq ft 1 13.8 2097.7 actual gross area/2,100 allowable gross= 99.9%of 0.5' legal gross area LOT COVERAGE FOR NON CONFORMING LOTS PARKING 1 cELLAR less than 20,000 sq ft(§280-124) BULKHEAD Existing Lot Size 7,158.25 sq ft 3 W Iv Allowable Lot coverage @ 20% of lot size = 7,156.07 x .2 1,431.7 sq ft o r- -— —— — PRO OSE CONVERSION OF ONE-STORY I Existing Lot overage 1,173.5 sq ft I —— —— NON CONFORMING GARAGE , sqtt DAIW .4 EXISTING ONE-STORY EXISTING TWO-STORY FRAME TO HABITABLE LIVING SPACE M D FRAME DWELLING ON THE SAME FOOTPRINT I 1,825 actual lot coverage/1,431.7 allowable lot coverage 27.4%over WELLING allowable II > ELOCATE ENERATO IOt coverage 0 G) (n REQUIRED SETBACKS m Front Yard (avg Win 300') 13' Z p 1s.4' Side Yards: individual 10, NON COMPLIANT -n _ - - A Side Yards total 25' NON COMPLIANT # ISSUE REVISION DATE Rear Yard 35' 1 FOR REVIEW 01/10/24 0 90.76 TO MAIN STREET REQUIRED OFF STREET PARKING SPOTS 0" L1 p 2 FOR PERMIT p p req. for single familyresidence 2 - - If I ° extra available 1 I � 3 FOR CONSTRUCTION PERMIT TOTAL parking sots 3 n 4 RECORD SET MAX BUILDING HEIGHT 2 1/2'stories ma MAX 35'to top of pitched roof COMPLIES N.J. MAZZAFERRO, P.E. b MAX 25' to flat roof NA PROFESSIONAL ENGINEER within 45 degree sky lane NEW ADDITION CO PLIES P.O.BOX 57,GREENPORT NY,11956 ��P��O� fw Y 516.457.5596 EMAIL maz_Iln@msn corn3RD STREET P� • A� /t JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS DESIGN ARCHITECT (50'WIDE) a F� 41 EASTERN PKWY,I1E DATE 01I10/24 BROOKLYN NY 1, "' O PROPOSED SITE PLAN ZONING CALCULATIONS +� snsass2za EMAIL:jenny.shoukimas@gmail.com SCALE: NTS NTS a No 9� SITE PLAN & PYRAMID SHEET NO: 05'0 APUZZO-BONANNO RESIDENCE 0 ESSI NP 51$3rd STREET A4 � ✓"- NEW SUFFOLK,NY 11956 DIST: 1000 SECTA17 BLOCK:9 LOTA7 A B TZ-2"j ReceivedE6-8 1/4" 8'-7 3/4"' IT-2 1/2" 3'-7 3/8" 12'-2 3/8"VIF EXISITING APR V-0 5/8" 15'-5 1/4" NEW 4"SLAB AT NEW CRAWL SPACE � I I o If I r I II BILCO DOOR ABOVE 8'-7 3/4" 1 Lo 3'-11 1/2" °D CELLAR UNDER NEW Iol r 5-9 ADDITION N ❑ I I ADDITION I I I I NEW FOOTING 24"x24"x12"WITH 8"x8" ' IPIERS TO GRADE Co LEGEND . 14'-3" I I I :� 13'-8 3/8" 12'-1 1/2" ............ EXISTING FOUDATION WALL r ❑ I l ^ I EXISTING EXTERIOR WALL EXISTING INTERIOR PARTITION M d oa — TYPICAL NEW FOUNDATION WALL: II EXTEND EXISTING ' I 'm 8"CONCRETE FOUNDATION WALL —CRAWL SPACE — — i I — 2"RIDGID INSULATION (R-10) CONNECT NE ` TYPICAL NEW EXTERIOR WALL: FOUNDATION TO 3/4"CEDAR SHAKES,STAINED I EXISTING WITH#4 REBAR Cl) (A AII EXPOSURE)M R BARRIER MEMBRANE DOWELS 12" EMBEDMENTS @ 18" O.C. — — — P x• — ��— - — - — — — — "CDX PLYWOOD ON 2x6 DF �; STUDS @ 16"OC VERTICAL u- R ` R-21 KRAFT FACED BATT > INSULATION z NEW POST ABOVE AT J"GWB TAPED/PTD I= FIRST FL f X w NEW INTERIOR PARTITON: `* 2x4"WD FRAMING @ 16"O.C.WITH rn 8"THK GWB,TAPED AND PTD. BATT INSULATION TO ACHIEVE 50 N SOUND CLASS TRANSMISSION OR EXISTING CRAWL ;•� EXISTING FOUNDATION '; NEW 4"SLAB ON GREATER i.� SPACE AT ONE STORY AT TWO STORY FRAME ADE FRAME HOUSE HOUSE UNDER EXSITING GARAGE to 0 N # ISSUE/REVISION DATE NEW POST ABOVE-.,,'�� � t � AT FIRST FL1 FOR REVIEW 01/10/24 00 Lo � 2 FOR PERMIT ,I p • 04 3 FOR CONSTRUCTION PERMIT 4 RECORD SET N.J. MAZZAFERRO, P.E. OF N H,y0 PROFESSIONAL ENGINEER .' P.O.BOX 57,GREENPORT NY,11956 516,457 5596 EMAIL:maz lin@msn com "; .. • - r ,--� !• " •— — Z" .'k�jr I�ru 0 Q DRAWN BY.JLS ;Q JENNY SHOUKIMAS DESIGN LLC DESIGN ARCHITECT 2 41 EASTERN PKM,11E DATE 01/10/24 16-2 3/4" EXISITNG VIF 17'-5 5/8" EXISITNG VIF 12'-1 1/4" `s'E� ✓0, Og /� 'y �� BROOKLYN NY i' SCALE: ROFESSIONP� 917.583.9228 EMAIL:Jenny ahoukimas@gmail com FOUNDATION PLAN SHEET NO: APUZ O-BOd STREET RESIDENCE A-5 NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 R()C6vekJ F G A o B D R0 91 2024 5'-8 1/4" \ 8'-7 3/4" 2'-2" 4P13'-2 /2" 3'-7 3/8" 12'-2 3/8"VIF EXISITING r1 of Appeals \ 8'-6 3/8" ZL�9 ��ING WIDTH \ \ 5 � I I \ 8'-2 3/8" 5 / " I 14'-11" / \ 4-2" 3'-3 1/2" T-3 1/2" 01 4'-2" I O O O - - Lo CL. I CL. 5'- OPEN PORCH LO I - v o o F.J. @ 16"O.C. 2x10 F.J. @ 16"O.C. - I o +2'-4" FFE(aD 1st FL 01,2 01.3 �p ABOVE REFRENCE ELEV. zo I UP CA 3RISERS 7.5" +0'-5.5" ABOVE REFERENCE ELEV. Lo — — +2'4" FFE L'6 @ LANDING 3RIS RS @ 6" 2TR ADS @ 12" +2'-6" FFE aC�1st FL \ / _ \ ABOVE REFRENCE ELEV. \ / 5'-0" N M N N CD I N I OPEN TRELIIS ABOVE +0'-10" GROUD ~ ABOVE EFRENCE ELEV. A co FAMILY RM `? � A 4"x4" POST _ LEGEND co i A •••••` EXISTING FOUDATION WALL 3'-2" 5 / ' 11'-9 7/8" 3 1 T-10" EXISTING EXTERIOR WALL ...................... --------------- OABOVE REFERENCE ELEV. - w EXISTING INTERIOR PARTITION cM LO F- -IF - o Q 2'-8 v ° N 2'-2" oo o Ol.l / EGRE S N TYPICAL NEW FOUNDATION WALL: WASHER I DRYER I O O co O ° `O UP ° 8"CONCRETE FOUNDATION WALL 2'-7 1/4' 5'-4 114" / 3 3'-7 1/4" 3 _ / 10'-11 3/4" 2"RIDGID INSULATION(R-10) LAUNDRY __ POW BATH 2 _ HALL BEDROOM 2 - -"- - TYPICAL NEW EXTERIOR WALL: 01.4 E M. BEDROOM 1 I l � �=mv 3/4"CEDAR SHAKES, STAINED // 3 4 / c' M S EXPOSURE) O 01.1 �► o +1'-4" AIR BARRIER MEMBRANE 01.7 0 ABOVE REFERENCE ELEV. En --- - ----------- _ — — — — PLYWOOD N 2x6 DF / co 01.9 (NEW) 2-1 3/4"x9 1/2"VERSA-L M 2.1 E31 0 STUDS @ 16"OC o - /2" o 01 11 2x8 F.J. @ 16"O.C. R-21 KRAFT FACED BAT T INSULATION +1'-0" GROUND qRs M M L / "GWB TAPED/PTD ABOVE REF.ELEV. 0 000 M II ti 0 1.1 77-1 NEW INTERIOR PARTITION: / \ 10'-3 1/4 5 1/2" 1`-5 1/8 3-7 1/4" @ M // \\ m 2RISERS @ 7" } 2x4"WD FRAMING 16"O.C.WITH 0 00 3 1'1 /U 1TREAD @ 11" "THK GWB,TAPED AND PTD. \ / KITCHEN �, - UP BATT INSULATION TO ACHIEVE 50 N \\ // L_ — 'Lu / `'' 6'-2 7/8" 3 5'-3 1/2" SOUND CLASS TRANSMISSION OR 3r2 3/ GREATER e 1.1 00 O < - 0 G "_I N — c N Lo o w N Lu CL - t1i N ICV N j # ISSUE REVISION DATE (O ....... c I 2 �'' 2 1 X 'r " 00 1 FOR REVIEW 01/1024 EXISTING FIRST FL EXISTING FIRST FL co 3 2'-10 3/4" 5'-2" `° FRAMING 7 FRAMING 1 2 FOR PERMIT `%J 0 M. BATH n IL—�1° I o x1/2"VERSA-LAM LIVING N 3 FOR CONSTRUCTION PERMIT I I 4 RECORD SET DINING M NEW WD. STOVE MUDROOM N.J. MAZZAFERRO, P.E. 2" - 0 +2'-6" FFE 1st FL —I /J +0'_7" D NEIv PROFESSIONAL ENGINEER U ABOVE REFRENCE ELEV. o / o UP ABOVE REFERENCE ELEV. �� P.O.BOX 57,GREENPORT NY,11956 ch / <h I 3RISERS @ 7.5" — — — 0 9,n 516457.5596 EMAIL:maz lin@msn com 2TREAD=S @ 10" (fie JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS L, O 0 co Of DESIGN ARCHITECT t�2 t w 41 EASTERN PKWY,11E DATE.Ot/10/24 3 16'-1 3/8" 5 / " 16'-4 5/8" L 1U'-9 /4" 3 NFOA �° 0570 ��� BROOKLYN NY SCALE: _1'_D' 16'-6 3/4" N F 917 583 9228 EMAIL jenny.shoukimas@gmail.com 4 29'-7 5/8" Ro ESSION �' / \ FIRST FL PLAN SHEET NO: +0'-0" 51 APUZZO-BONA RESIDENCE A-6 10 ILA NEW -�-- II REFERENCE ELEV.AT ENTRY SU STREET UP FFOLK,NY 11956 DIST:1000 SECT:117 BLOCK:9 LOT:17 A B c T Received _ APR 0 9 2024 Zoning Board at I I I I I I I 0 I I I I I } I I I I NEW ROOF I I I I I I NEW ROOF NEW ROOF TR 01 I I I I I I I I I I / LEGEND I I I I I .............. ''• EXISTING FOUDATION WALL EXISTING EXTERIOR WALL EXISTING INTERIOR PARTITION I I I TYPICAL NEW FOUNDATION WALL: NEW ROOF EXTEND 8"CONCRETE FOUNDATION WALL ISTING ROO 2"RIDGID INSULATION(R-10) OVER NEW TYPICAL NEW EXTERIOR WALL: 0 5 8'-4"VIF 3 ,-9,, BEDRM 5 3/4"CEDAR SHAKES,STAINED _ 1'4" EGR S M (5"EXPOSURE) AIR BARRIER MEMBRANE "CDX PLYWOOD ON 2x6 DF STUDS @ 16"OC -9„ R-21 KRAFT FACED BATT EXISITNG iv INSULATION ROOF O BA H 31 N v e"GWB TAPED/PTD [0 // c\I o INTERIOR PARTITON: o / IT '1 kx���x YIYY� i 1 2x4WWD FRAMING @ 16"O.C.WITH REPAIR J"THK GWB,TAPED AND PTD. EXISITNG BATT INSULATION TO ACHIEVE 50 ROOF SOUND CLASS TRANSMISSION OR BEDROOM3 M GREATER o I 2 v -8 1/2„ ih I 1 / DN N M I N I EXISITNG ALL SECOND FL WINDOWS \ # ISSUE/REVISION DATE ROOF TO BE REPLACED 2 3 ( , FOR REVIEW 01n0r24 IN EXISTING R.O. EXCEPT WHERE NOTED Eo 1 / 2 FOR PERMIT BEDROOM4 I 3 FOR CONSTRUCTION PERMIT O O � O Ur I 4 RECORD SET r w —EXISTING SECOND FL ao FRAMING. TYP, 3 2 N.J. MAZZAFERRO, P.E. UP of PROFESSIONAL ENGINEER P.O.BOX 57,GREENPORT NY,11956 c O N 1 ,• j Z29 �'! 516.457 5596 EMAIL:maz_lin@msn.com d , ......._...._...._............................I....._ — _ ........._... _. - ., �� DRAWN BY JLS JENNY SHOUKIMAS DESIGN LLC O O O z ��. , O DESIGN ARCHITECT NEW WINDOW c2 „L�s w 41 EASTERN PKWY,11E DATE.O,l10/24 w BROOKLYN NY CENTERED OVER �Fp 4, 057D9h * s,7.se3szze EMAII:Jennyshoukimas(d�gmailcom SCALE: �•=�_p• 5 1/2" 12'-9 3/4" 3 1/2" T-3 1/4" 5 1/2" EXISITNG DOOR BELOW. p F 1001 17'-6" MATCH TYPE P �oFESSIoNP\- SECOND FL PLAN SHEET NO: APUZZO-BONANNO RESIDENCE ��� 51� rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 B R@CP,IV D \ E F G EXISITING APR 09224 \ Zoning Board of Appea s \ .......... ......... PYRAMID LINE I I ......................... ...................................... . .. :..................... .............. ._....._......_...................................... ....................... ...::................................ . ...".....................: .............:......... _ . ........:.:.....:......:..................................................................................................... .....:.... \ ..... ............. ............................................................................._................................................................................................. ................. II................................................ ............... . .1.. 1. \ P P' P \ TOP OF ROOF I T T I I \• +17'-9.375" \. T.O. ROOF CV � \ - +17-9.675" . ..... . ................................................. .. ...... . T.O. CEILING MUDRM :. ...... .................... ....... ....... -N +11'-3" TO CEILING KITCHEN + — .........................._ 1 0 _................ T N T.O. PLATE MUDRM o ........... I O CV L.... ...................................... L............................. I 1.6 I / al.5 j o 00 ti 1st FIN FLOOR KTICHEN - - I + _ I I T.O.F MUDROOM DRIVEWAY GRADE _ - + +0 i i DRIVEWAY GRADE +0 1 WEST ELEVATION 1/4"= 1'-0" F E / D C ( B ) A _........... .......................... . ........... PYRAMID LINE / ::. .... . . . L....:.::.../. L.:.:.... ......................................................................:_........................ . ................... ...t. ...". I _ .. . / . I I I / ' :.:.............. .......... ... .................. ....................................... ........... . .. ........................... ................. .............. ......... / - - - - - - - - - - 1 TOP OF ROOF F NE �' +18'-5.75" Yo I • / .......................... r T .................... ... o No 05�og4' c� T.O. ROOF / ...................__..... o ARoFEssIONA\' +12'-9.675" - / - TOP OF PLATE r - - - .............................................. .......... .. + -3 T.O. CEILING M. BED. r / �� •. o +11'-3" N /. }. } } .........................:. }. N \ .----.... - # ISSUE/REVISION D T _ � — ION A7E H.H. WINDOW +10'-6„ T O \ / / 1 FOR REVIEW 0111024 T.O. PLATE M. BED N I E / / // + - N 2 FOR PERMIT j \ El �\ IS �\ 6 ....._I.. . I........ . r i ..I......................... C \ \ .. \ ..... ..................... O 3 FOR CONSTRUCTION PERMIT cc N I 01.4 O 4 RECORD SET ............ Or ....................... ........... I I a.. I I ......................................... ......................... I. N.J. MAZZAFERRO, P.E. ......................................................... PROFESSIONAL ENGINEER 1st FIN FLOOR P.O.BOX 57,GREENPORT NY, 11956 1st FF M. BED. j - -" - - - 516457,5596 EMAIL:maz_Iln@msn com _ GRADE + �i DRAWN BY JLS JENNY SHOUKIMAS DESIGN LLC +5.25' r _ _ I D+ I A1. Y GRADE DESIGN ARCHITECT DRIVEWAY GRADE I EXISTING NEW + - 41 EASTERN PKWY,I1E DATE:01/10/24 BROOKLYN NY +oi-O„ 9175839228 EMAIL:Jenny.shoukimas@gmail.com SCALE: L EAST ELEVATION ( I EXTERIOR ELEVATIONS SHEET NO: 1/4'= 1'-0" APUZZO-BONANNO RESIDENCE 5133rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 t lo-= Receive EXISITING NEW 0 2024 6 5 4 3 T 1 20'-7 5/8" 3'pgo Oars'-911pppeal 17'-10 1/2" 9'-9 1/2" i ........................................... S TOP OF ROOF ................................................................-......................................... ... . .................................................................... .... N TO RIDGE BEAM ..... ..... 18-5 1/4" ............ ... _. .. ................. ......... .........................__..... ...................... _..._.._........... ................................ ................. ... _ co T 1_1^^ ... ............... ......................... ,............................................................... ......................... .. ..... .......... ...........-.-.._.... ..................... ....__. ... ..................................................................... .. NEWCEDAR _...__......................................................................................_............................ . ................ SHAKES T.O. PLATE . . . .................... ....................................................................... . ....................... ...................... ............ .. ...... . . .......................................... +12-6 1/4" o TYP. HEAD HEIGHT 10 6" t .... . ............ .... .......... I . . .: . , LOCATE DOWNSPOU" i FOR OPEN PORCH RC 0 3 O NEW CEDAR \\ 00 ............................... 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MAZZAFERRO, P.E. 4000 PSI W/245 PROFESSIONAL ENGINEER BARS THROUGHOUT P.O.BOX 57,GREENPORT NY, 11956 516 457 5596 EMAIL:rnaz_hn@rnsn corn 2 N-S SECTION THROUGH ADDITION&TRELLIS DRAWN BY JLS JENNY SHOUKIMAS DESIGN LLC 3/8"= 1'-0" DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 01/10/24 BROOKLYN NY 917.583.9228 EMAIL:Jenny shoukimas@gmail oom SCALE.3/8'=V-0" SECTIONS SHEET NO: APUZZO-BONANNO RESIDENCE ��11 5113rd STREET NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:9 LOT:17 7 7�q Received APR 0 9 2024 o Ing Board of Appeals 9'-2 1/8" 6 5 4 3 2 1 0 (V TO ROOF EXT'G HOUSE I 20'-7 5/8" 3'-1 3/4" 4'-2" 10'-6" +25'-9.25" NEW CHIMNEY 3 ROOF ROOF @ NEW ADDITION: ASPHALT SHINGLES, $' SHEATHING 2x10 RAFTERS W/FUREED AIR VE LO EXISTING I I I R-49 7.25" BLOWN CLOSED CELL F- ROOF ........................ 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