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HomeMy WebLinkAbout8115 Pre 5sl , 9e)a. �IA5 Lake Dv-: SoLt lo( 2-1 T dwe-[ll �:-d, UAS-hl'4 a neki si e - i Svc q - - �- 'AY,I I I sec ol fo -1 a� Of 8/61 a(p -Deo r e-d ao pf tom, t�„� r Owner: Glenn Pressler File#: 8115 Address: 425 Lake Dr Code: 17NP Agent Info Moore, Patricia 51020 Main Rd Southold, NY 11971 Phone: 631-765-4330 Fax: Email: pcmoore@mooreattys.com c _ BOARD MEMBERS ��0f SU!/j�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,�4 �p 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. ua Office Location: Nicholas Planamento �Q Town Annex/First Floor Margaret Steinbugler Ol�'c0� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS krEP - 2�-�7 ice • TOWN OF SOUTHOLD `� 4 � Tel. (631) 765-1809 Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 3,2026 ZBA FILE: #8115 NAME OF APPLICANT: Glen and Angela Pressler PROPERTY LOCATION: 425 Lake Drive, Southold NY (Adj. to Great Pond) SCTM: 1000-59-5-21 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated May 4, 2026 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. Included in their response is the following comment: Erosion and sediment control measures should be required during and immediately after construction to ensure that stormwater runoff will not carry eroded and other deleterious materials into the freshwater wetlands of Great Pond. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 3, 2026. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP for the following reasons: Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of inf eastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by 3. Modifying existing sewage treatment.facilities to provide improved nitrogen removal capacity. Policy 6 Protect and restore the quality and function of the Town of Southold's ecosystem. Page 2, September 3, 2026 #8115 Glen and Angela Pressler SCTM No. 1000-59-5-21 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The proposed action is on a waterfront parcel, located along Great Pond. The proposed action can be deemed consistent with the LWRP policies by confirmation that an I/A OWTS sanitary system will replace the existing septic system, and that there will be no further encroachment upon the existing setback for the new structure than currently exists. PROPERTY FACTS/DESCRIPTION: The subject, 15,488.08 square feet(12,982 square feet buildable), 0.36 acre, irregular-shaped waterfront parcel, located in the R40 Zoning District, measures R=242.00 feet, L= 104.36 feet, L= 104.34 feet along a radius in Lake Drive (a.k.a. Lake Avenue), then runs west 175.00 feet along a residentially developed lot to the north, then runs 100.88 feet through Great Pond, then returns 114.00 feet back to the roadway. The property is improved with a one-story frame building (residence), with a wood platform entry, partial wrap- around side and rear deck with access stairs, a gravel driveway, slate walkway, a small shed (in a non-compliant location,to be removed)and an outdoor shower attached to the rear of the structure,as shown on the survey prepared by Michael J. Scalise, Licensed Land Surveyor, and last updated July 24, 2025. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's February 20, 2026 REVISED, April 28, 2026, REVISED July 1, 2026 Notice of Disapproval based on an application for a permit to demolish a single-family dwelling and construct a new single-family dwelling; at: 1) less than the code required minimum front yard setback of 35 feet; located at: 425 Lake Drive, Southold,NY. (Adj. to Great Pond) SCTM No. 1000-59-5-21. RELIEF REQUESTED: The applicant requests a variance for the construction of a new single-family residence, after the demolition of an existing home, with a proposed front yard setback of 25.2 feet where the code requires a minimum front yard setback of 35 feet for lots measuring less than 20,000 square feet in total size. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on August 19,2026 submitted a plan increasing the setback to 30.9 feet thereby reducing the relief sought. ADDITIONAL INFORMATION: The applicant provided architectural plans, labeled GI-2, A101-A106, A201- A202, A301-302, prepared by Kehl Design Associates, LLC (unstamped) dated June 30, 2026 including general notes, foundation plan, first floor plan, second floor plan, roof plan, elevations and sky plane analysis, and cross sections. Additionally, the applicant provided plans labeled Sheet 1 through 5, prepared by Eric M. Hanninen, Licensed Professional Engineer, dated June 17, 2026, including a demolition plan, a proposed site and alignment plan, a proposed sanitary plan, a sanitary proposal and analysis, and continued details. The proposed residence, when completed, will have 19.54% lot coverage, where a maximum of 20% is permitted under the code. Furthermore, the applicant indicates that they will install a Fuji-Clean I/A sanitary system, to be approved by the Suffolk County Board of Health, as part of the site's redevelopment. Existing improvements on the site,to be demolished and removed, are covered by: Z-43192 dated June 28,2022 Covering the residence and detached shed(Pre-Certificate of occupancy) Z-3875 dated July 21, 1971 Covering an accessory storage building Z-5567 dated October 18, 1973 Covering a private one-family dwelling Z-43191 dated June 28,2022 Covering `as built' replacement windows The deck addition does not appear to be covered by a Certificate of Occupancy; Rental permit#0682, dated May 5, 2025 allowing occupation by a maximum of 6 people was also included. As a result of the demolition, all noted s Page 3, September 3, 2026 #8115 Glen and Angela Pressler SCTM No. 1000-59-5-21 prior Certificate of Occupancy/Rental Permit will cease to exist, as new documents will reflect the site's redevelopment post inspection by the Town of Southold Building Department. The applicant's agent provided a comprehensive analysis of, prior Board relief granted, in the immediate neighborhood, under files: #3436, #2314, #1653, #7383, #2314, 3649, and #1506 for dimensional relief from the code(front, side, rear or lot coverage) in support of their application. During the public hearing the applicant was asked if they could bring the design for a newly constructed home into better conformance with the code. Unlike additions and alterations to an existing dwelling, the applicant proposes to demolish a structure and build new, and therefore has a vacant building lot,which allows them greater latitude to conform to the zoning regulations and Town of Southold code. While the applicant indicates that their property contains substantial wetlands, it is their objective to maintain as much character of the established neighborhood and feel or design of the original house. They also want to keep the proposed residence as far from the waterfront as possible, while maintaining an existing 51.3 or more (proposed 51.6) feet setback from a previously established flagged wetland setback for the original structure. As a matter of probing alternatives during the hearing, the applicant offered to investigate the possibility to `flip' or `mirror' the original plan, maintaining a desired garage, and thereby reducing.the amount of relief requested or perhaps removing the need altogether. On August 19, 2026, the applicant's agent provided the Board with a revised site plan, illustrating the proposed (and unaltered design) `flipped' where the front yard setback was increased from the originally proposed 25.2 feet to 30.9 feet. Altered plans with a narrative are prepared by Eric M. Hanninen, Licensed Professional Engineer, dated August 18, 2026 and labeled Sheet 1 of 1. These plans are unstamped. The hearing was closed during the Special Meeting of the Zoning Board of Appeals held on August.20,2026. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6, 2026 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Lake Drive and the homes surrounding Great Pond are part of an interdunal swale located just below a primary dune at the Long Island Sound shore. Homes in the general area were predominately built prior to zoning, many of which do not conform to code,however, most of them have been expanded or substantially altered in recent years. While a lakefront community,homes opposite have views towards the Sound and like the subject property take advantage of the beach atmosphere. Homes are of varying age and design on irregular-shaped lots that follow the natural contour of the land. The proposed new construction home,to be built primarily in the location of the original house, is designed to look like the original structure, however, as amended by the applicant will be `flipped' so that the house better follows the roadway, establishing a greater front yard setback than the original home. The improvements and variance relief granted relative to the former dwelling will not be easily distinguishable to those using the roadway or any immediate neighbor. 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a result of the lot size created prior to the adoption of Zoning and the environmentally sensitive waterfront location of the existing residence,almost any structural change to the existing residence will require some form of variance relief. While the applicant proposes to demolish the residence and build a new home,the lot remains severely constrained and meeting all required setbacks,both imposed by the Code or by the Town of Southold Trustees will yield the same result, a structure that requires relief from the r Page 4, September 3, 2026 #8115 Glen and Angela Pressler SCTM No..1000-59-5-21 code. As a result of discussion during the public hearing the applicant amended their initial plan and brought the design into better conformity with the code and is now seeking a smaller, less recognizable variance. 3. Town Law &267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 11.7% relief from the code. As a benefit of amending their application and reducing the proposed setback from 25.2 feet to 30.9 feet, the applicant reduced the variance relief from 28% to 11.7%. By `flipping' the design and following the streetscape, the applicant was able to bring the application into better conformity with the code and further limit the impact on the community overall. 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a Fuji-Clean I/A sanitary system,as proposed,approved by the Suffolk County Board of Health and must meet any conditions imposed by the Town of Southold Board of Trustees, should the proposed improvements be issued a Trustees permit. The applicant is also required to install construction fencing and sediment control measures,during and after the buildout, to protect the sensitive water lands of Great Pond. 5. Town Law V67-b(3)(b)(Q. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the AMENDED relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a newly constructed home with a front yard setback of 30.9 feet(after demolition of a legally existing residence) where a front yard setback of 35 feet is required, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Steinbugler,seconded by Member Lehnert,and duly carried, to DENY as applied for and GRANT THE RELIEF AS AMENDED, and shown on the plans prepared by Eric M. Hanninen, Licensed Professional Engineer, dated August 18, 2026 and labeled Sheet 1 of 1. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed structure and attached deck may not be any closer to the wetlands than as proposed on the amended site plan, at 51.6 feet from the flagged wetlands of Great Pond. 2. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. 3. The applicant is to receive an approval permit from the Southold Town Board of Trustees for the proposed demolition and new construction as approved in this application. 4. .The applicant is to install construction fencing, erosion and sediment control measures during and immediately after construction to ensure that stormwater runoff will not carry eroded and other deleterious materials into the freshwater wetlands of Great Pond. 5. The deck shall remain open to the sky and unconditioned, non-habitable space. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure 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. Page 5, September 3, 2026 #8115 Glen and Angela Pressler SCTM No. 1000-59-5-21 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, provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S. RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals. Vote of the Board- Ayes: Members Weisman (Chairperson, Steinbugler, Lehnert. (Absent was: Acampora, Planamento)This Resolution was duly adopted(3-0). Margaret Steinbugler Approved for filing I /J/ � z w 1 STORY315 RESIDENCE ' FINAL MAP ' x °° e CD REVIEWED 'Y ZBA z N KENNEY'S RID ,� — � w v I LL � � ' a DECISION# . �/ o I �/ I "� -s I -' � DATE® NG CIO REMOVE GRAVEL DRIVEWAY AND / PUBLIC WATER I DIST 1000-SEC 59-BLK 5-LOT 22 I BELGIUM BLOCK CURB z I--, I LOT REQUIREMENTS c €o -7I-� PROPOSED ---7�/ / I CON6RdTE / DESCRIPTION AREA PERCENTAGE g�xw BILCO'C°DOOR l N \ _--__-- -- --- \ ---- -- - - —1�- MO,IdUM NV i — - TOTAL LOT AREA 15,488SF 100% UTILITY POLE J„ 1 \ I / �-1.3'-- ''S 44°24%3 E , \_ _ �-= _�_.L f ____!_175y00 NYSDEC C. o19 _ / � / ( / ADJACENT AREA(UPLAND) 13,0025E 83.9% o�u3 AIC 5.3' `O ' / — / MAX.IMPERVIOUS(IMP)COVERAGE 2,600 SF 20%OF UPLAND >'/ BELGIUM B :.w 34.4' PROPOSED / / // / l /� o TOWN OF SOUTHOLD UTI ITY / / WM )1 - ---1 Y / / pq O O BUILDABLE AREA 12,982SF - Z PO E R=8.76 J PROPOSED / f 3�u/ /j� O / \ / DECKWALKWAY SECTION 59- BLO� 5-,LOT 1 a� I7QV I - MAX HABRABLEHOUSE SIZE 2,4735F - wa i ) / PROPOSED I N�/F AN�?1=LA &GLENN P,RESSL R �``� ~F— I / r o� GRAVEL �IVEWAY 3,0 DECK / / LIBER 1 277-PAGE I/569 / ��� I m Cl W „ 1 n r ,` ? IBM T I , , ' 1 I I PROPOSED HOUSE DATA w 2 F- / 1 / r- r'o / BElG1UM BLO�K CURB Y 112,0' i I / /" / /, i D PROPOSED 1ST FLOOR 2,032 SF 00 0 J A / 3A.7 PROPOSED / CCCSSS / nnn555 JI y, ! PROPOSED 2ND FLOOR 441 SF Q COVERED jL 'j A --- PROPOSED of 1 ENTRANCE 1° i ` ( /! POND PROPOSED HOUSE TOTAL 2,473SF SILT FENCE r i z % \ \ I I ° (f / WATER SURFACE Z -A I I ' / ELEV=1.9' I Q O I PLANTE� / 1 / / ` /N \ \ I �I N! 0 O SOIL BORING i / r ELEV=12.4' c ': J PROPOSED EFAESTORY DECK \ I I I I 1 11 (4/7/2026) , Z EXISTING IMP COVERAGE SINGLE FAMILY i I V 11 — DWELLING PROP.51.6' , II EXISTING i STORY DWELLING 1,209 SF 9.30% V Z 6.0' (PROPOSED 4 BEDS) \ I , Z�i 1ST FL=1,496SF \ I ` \ FRESHWATER WETLAN S FLAGGED BY COLE EXISTING OUTDOOR SHOWER 9SF 0.07% ¢� PROPOSED BELGIUM �� FEEL=14.7 i -X.51.3' \ \\ENVIRONMENTAL SER DICES ON 6/27/25 w vOi z N -P N I BLOCK CURBS FOR ''.1 1 l \ \ I \ EXISTING REAR DECK AND STEPS 567 SF 4.36% Z p o ~O frn 1 C`0 I GRAVEL DRIVEWAY / - -�/_ - _ _ \I\ �7 A�E A L— I l I / \ EXISTING FRONT PORCH 35 SF 0.27% w g y •J T `� ; / /26.0F/ IC `15�48�ORS�Q. IFT. I \I I EXISTING WALKBCONCSTEPS 66SF 0.51% r!, _ NZ: N m / a.o' \ �0.1 5 j ABC R�S F+1 �w m PROPOSED SECOND I .( II j ^ g -z W FLOOR OVER a EXISTING SHED 101 SF 0.77% Z m \ PROPOSED I r� �I! GARAGE ON SLAB a,� I \ \ \ I I I I I w o \ I1 I =} I EXISTING SHED STEPS 14 SF 0.11% z =S O DRIVEWAY =I N G FL=536 SF PROPOSED \ 598, I r� r� 4 3NDFL=441SF ' z GF.EL=12.9 3'X4'STEPS \ I I l / I I W. I TOTAL EXISTING COVERAGE 21001 SF 15.39% w LL o PIER LINE 775,�5.50' 1276 13� PROPOSED IMP COVERAGE Z W _ 0' 1.00' a O I' PROPOSED DWELLING AND GARAGE 2,032 SF 15.63% 2 w V PROPOSED COVERED ENTRANCE 42SF 0.32% � / 4.0' O I I /I�� 11 0 , I� \ _ 7 / ---A �� / �� I `� 373, w PROPOSED DECK AND STEPS 444 SF 3.41% (� PROPOSED BILCO DOOR 35 SF 0.27% ~ PROPOSED GEN,FUJI OR&AC 1 20 SF 0.15% I� 44°24-0"-W ( �PIPE� 141 00'\� � / WIRE FENCE PIPE RET WALL � 1 � 1 � TOTAL PROPOSED COVERAGE 2,573SF 19.79% o ~O FOUND I TOP=13.1 \ \ \ \ FOUND t >j z U) \ CONCRETE REQUIRED 36 FRONT YARD I rn I �' �� MONUMENT SETBACK LINE-AREA OF I LIMITS OF CLEARING,GRADING Oojm ENCROACHMENT(SHADED GROUND DISTURBANCE(LCGD) w 3 O 0 \� AREA)=115SF D LLLIN�G Y o w PUT C WATER g o 0 y DIST 1000—ST 59—BLK 5—LOT 20 o LL o U. CV=:3 I RECEIVED N cn - I SITE PLAN & SEP 1 1 2026 #SDS ALIGNMENT PLAN I 1 STORY RESIDENCE SCALE:1"=20' LL ZONING BOARD OF APPEALS p 0 10 20 w w w x 1 ih KEHL7AMSSnO LLc r•aasnnm n cenwnim PO.Box 1675 phone:16311433-9084 Soulhold.NewYofx 11971 E-AITd abn65H0oplanlneml o., Of -6' OWNERSHIP&USE OF DOCUMENTS: -a' ] C'-o'YI---7-9' 9' 7-7 T-7 -0' -0' d -d These drawings and speciflcotions Including the - � I ideas,design and arrangements represented (herein,ara the property of KENL DESIGN Y R 1T G ASSOCIATES,LLC.No Darl thereof shall be copied.disclosed to others or used in connection with any work or project other than for which § ----------------------------------- b they hove been prepared without written consent. 0 Ir 3 'al CD COPYRIGHT 2024 XR OEM ASSOCIATES,I.I.C.ALL FLOW PLANS AND ELEVATIONS ARE PROTECTED URGER FEDERAL _ COPYRIGHT LAW.PLANS MAY NOT BE NFPRCOU(ID WTHOUT WPoTTEN AUTHORIZATION.All PIONS AND DESIGNS ARE THE SOL PROPERTY OF KEHL DESIGN ASSOCIATES,I.I.C.THE RICNT Y f § TO BUILD ONLY ONE STRUCTURE FROM THESE ftANS IS LICENSED Y p Deck Deck EXCLUSIVELY TO THE BUYER WIN W TITEN PM OF PURCHASE (3)2.10 AGO Girder— 1 r ' I Awrylonce of IAese hmigs does not vuUlaize the r'I�II to build IrlThoul the alhorizatan of local governing agencies,such as Suffolk Colnty DepL of Health Sedces,Tom BuFdng Departments,DEC,TEMA,etc Verify dl conditions,wale; _-_�-- ------ ad requirments vith such ogenci s pray to cwstal ArP GFP GF WORK NOTES: R301 DESIGN CRITERIA AS PER THE O ---- ------- 2020 RESIDENTIAL CODES OF NFW YORK STATF AND NEW NEW NEW A DI PARTSUCATION THER OF SHAALLLNGS BE CONNSTRUCTEDRTO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD CRAWL SPACE CRAWLSPACE LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS, LIGHTS SECURITY CRAWL SPACE SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BV THIS CODE.THE CONSTRUCTION OF THE WITH BUILDINGS IPROVISIONS OF THIS CODE SHALL RESULT D W A SYSTEM THAT PROVIDES A COMPLETE LOAD i PATH THAT MEETS THE REQUIREMENTS FOR THE T TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE ——°— — — — — — _ — — —�— — NEW ------- DEEMED TO COMPLY WITH THE REOUIREMENTS OF GARAGE THIS SECTION. ys R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE ---------- PERMITTED SUBJECT TO THE LIMITATIONS OF THE STAIR NEW NEW THIS CODE AND THE LIMITATIONS HEREIN.WHERE WELL CRAWLSPACE CRAWLSPACE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. y 1)AWC WOOD FRAMED CONSTRUCTION MANUAL To, (WFCM) --------- C 2)FRAM STANDARD FOR COVE METHOD STEEL FRAMING-PRESCR�TIVE METHOD FOR ONE- Ok AND TWO FAMILY DWELLINGS(AISI-S230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) Pp — �— — — ---------- REV: 08-18-26 30 I NEW I § PROJECT: ------ --- CRAWLSPACE I ; ; PRESSLER �- ---- ----------- -------} ------ RESIDENCE I I I T ---------- - - 425 LAKE DRIVE -- ----- -------------- --------------- - - L - - - - - ---- — 3'7X —I I SOUTHOLD, NEW YORK I I I l I I I I I I I SCTM#1000-59.-5-2 DRAWING TITLE: FOUNDATION PLAN 7s-Pj N n"RANI IRE All 9IS KWIT Of INS SEANCE AM a TIE PKFOW IF TIE WOg STA 6 ADDED mill l MIRCOIEN61rLL BE $T DTDT ff TK UK a011PACTOtS SHAG VM ALL FOUNDATION REFECTIVE CEILING PLAN �r S0 NO UBESM'E406H DUE RED MITL iMO P�` au q R AMT FOR BASED D75 NEW W]N T OR V. dfl tli/DOP(N9 BASED IPON O]IYMA NOT SCALE:1/4"=V-0" WALL MOUNTED UGHT OUTLET I IOV OUTLET a F IX C ICI THESE PUN. HANGNO UGHT OUTLET ({IY �`' SEAL• I Q �- DATE: 'IFN 110V OUTLET FOR TV DATE: n � Q NOV 15,2025 SURFACE MOUNTED CEILING I IOV OUTLET OR PROTECTED _y -v 1 OJECT 203-2025 1NO: I] LIGHT +' 1S • 4•RECESSED LIGHTS YtREF I''F•' .„i 1 ❑µp 110V OUTLET REFRIGERATOR \S.I(��'fffjjj D WN BBDK LED SECURITY LIGHTS ^STOv1110V OUTLET STOVE in 4C CKED BY: STATE, [. ® SUPPLY AIR NUM FROM HVAC UNIT IN FLOOR HE CE f Y AIR FROM LHVAC UNIT IN CEILING •O;n Al 02 eon SUPPLY AIR Nm0 R20 =� FROM HVAC UNIT IN WALL AS PFR - � DOS NUM R: ® RETURN AIR TO HVAC UNIT RE Nto IN CEILING CE51MN1IU aNE ff RETURNWALL AIR T(HIGHO HVAC UNIT NW YdM STAR 0 Iff1TUDFSIGN•AS90C41TE5,u< I � fi KERDESIGN ASSOCIATES, LLC 7r-us— f_ 10.Box 1675 phone:(631)43-9084 Y� Soulhold.NewYoh 11971 E-Mol sssIxZ49oplooli—et Is- eo'-0 6-w—+7__11,43C Or M D n h:uncwha,.LLc ""1.-"'7-%;''^?•rig":,�,oc-/w.1/°r'��J.�,�^--:f'�' _ S,-0• OWNERSHIP&USE OF DOCUMENTS: -yj—TT-II'-0'� - -- I -E' I I I --I I I ThehS drawings and arrangements property lions IncludingEHLES( N I 1 I 1 I dens design and arran ements represented EXISTING LINE Or DECK NEW DECK AD TION_ therein, re the pr pet y of Keof DESIGN ---_ ____ ' _—_ ASSOCIATES.TES.U.C. o Dar thereat shall De HANDRAIL REOUREO I( 1 c."d.disclosed to others or used In connectbn HMDRAIL REQUIRED IF I ' TDP OF DECK IS 3D I Lot Size Data whlh any work a project other than for which TOP OF DECK IS 30' I A-0' I ' OR GREATER THAN THE 1 ' ' I they have Dean par without written consent. OR CREATOR 1NAN THE I I ' i EW DECK ' GRADE AT THAT POINr I I I GRADE AT THAT POm I I I Upland Lot Size =13,002 SgFt 20%Lot Coverage =2600.4 SgFI Q COPYRIN 2024 KETL DESCH ASSOQATES,LLG ALL MOTE PUNS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL Deck I I B- I NEw cARAa AND HOUSE ADDITION I 1a, COPYRIGHT LAW.PLANS MAY NOT BE FEPRCOUCED WTHOU7 ,ip„ ui I I 2C-0 I WRITTEN AUTHORIZATION.ALL PLANS AND DESIGNS ARE THE NEW GARAGE ADDITION I I SOLE PROPERTY OF XR DESIGN ASSOCUTES,LLG TIE RIGHT d I I Tg( _,i U_--------' ------ -d ------ To&11LD ONLY @�STRUCTURE FROM THESE PUTS IS LICENSED ,,• I N HOUSE AD01 -r EXCLL19WLY TO THE BUYER,WTH WRITTEN PROLE OF PLRC}IASL 1• T LINE!OF NEW DECK ADDITION ------- 4 Lot Coverage's E'Y DECK DITI I ' N � I Acceptance of tNex drarilgs dos not aUWdze the(glt to Fwcs oR TWe®oR rwe,zaeo-a ceoeoL ® __ House,Deck,Covered Porch,Bico and Steps=2575 SgFt bold eMout the authorization d bed goverriag agencies,such 1 � Generator = 10 SgFI os 91Ndk Canty Dept of Health Services.Tom BuEQng ------- 6080 DOUBLE DDOR I I Oghorlmmis,DEC,FEYA,etc Verify anconditions,code; ]d-s' 5 1/z'><I1 7/8'APB HEADER ' I p A/C Unit = 9 SgFt and requirements with such ogenc'hes prior to construction. �T_ gLp I 1 r Fre-Rated r lh FujMAC 80 RII Blower = I SOF< �CL SL- ''-- o nd Assembly y I Told Lot Coverage =2595 SgFt WORK NOTES: closing Hinges yd• I 1 I R301 DESIGN CRITERIA AS PER THE OD OF NEW YORK STATE S D 8ILCO_C_DOOR ® Master Bedroom $ I I R301.1 APPLICATION BUILDINGS AND STRUCTURES, RCIL I I I SAFELY SUPPORT AND PARTS EALL LOADOF SHALL S,INCLUDINGUDEAD CTED TO �elasLa� s,� Living I I g ' LOADS,LIVE LOADS.ROOF LOADS,ROOD LOADS, Kitchen All Wells and CallingOW ff Room I I to De Covered with tr Type X' I b PRE CRIBEDSBY(THIS CODE.THE SEISMIC OF I I Fire-Rated Sheelrock NGS AND STRUCTURES IN ACCORDANCE WITH BTHE(PROVISIONS OF THIS CODE SHALL RESULT DsU1eCSLWW IN A SYSTEM THAT PROVIDES A COMPLETE LOAD New '-0 PATH THAT MEETS THE REQUIREMENTS FOR THE D 5 INCRO Garage ------- RNOUGH THE LOADOF SRESISTI G FROM EIR POINT OF ELEMENTS TO THEN aK 268 WWE 2680 Y REF. I CAB - - NGS AND STRUCTURES CONSTRUCTED ASPIRESCRBED BY THIS CODE ARE I- DEEMED TO CONPLY WITH THE REQUIREMENTS OF O 5-7J{ -d'+T d THIS SECTION. _ r F I R301A.1 ALTERNATE PROVISIONS y. � ,� �' I 4 AS AN ALTERNATIVE TO THE REQUIREMENTS IN Master Bathroom M1,112 Y e' x SECTION R301.1 THE FOLLOWING STANDARDS ARE r�P-I' F----�-US• Y-0IL s THIS ICCOE ANDJ THE UMI ATIOSIT HEREIN.OWHERE 2DDinin NEE:RED DESIGN IS USED IN CONJUNCTION TMLinen gI� OYTN NTH THE BUILDING CODE OF NEW YORK STARoomFO of 1)AWC WOOD FRAMED CONSTRUCTION MAca Area 9rAfedry DBL A 2)(AISI STANDARD FOR COLD-FORMED STEEL _ A✓C 20 o r-o' DOOR-9 21 I_( FRAMING-PRESCRIPTIVE METHOD FOR ONE- Compre°aor Co Hall sgs/D I ^NT AND TWO FAMILY DWELLINGS(AISI-S230) Yam, ACIc I 7".187 APB HEADER 3)ICC STNDARDS ON THE DESIGN AND h r r SHELF ® CONSTRUCTION OF LOG STRUCTURES(ICC40q) YE�Y "' _1• "�ntranc.e REV. C%155R 3• C%155R 3• C%ISSL 3• CSISSL %15R C%ISL 2WM8 ® SM IM SI ® SM In] ® 10 OB-18-26® b I I 1 Bedroom lOffice ,o Bathroom 1 I I I Sj' b I I I 1 •� TI'_dT I L y, ; ' I ' PROJECT: b IiMa - r2 i I I I PRESSLER —__—__— C115R C,ASL 1115L J'7 I Y_d- --Y�- I ,�,'ry,�1IT RESIDENCE I I If-Ill(—�—i 425 LAKE DRIVE — SOUTHOLD, NEWYORK ATTIC ACCESS yY 1 1 SCTM#1000-59.-5-21 Hd n'-s9f ➢'-aBi B'-Tds'---�5'-t ,d-0' r-0N' DRAWING TITLE: Y_,• { �'Ids NEW FIRST FLOOR PLAN 75-98' -s' -�s bS' 3rj S-0' -d i I FIRST FLOOR PLAN ' d "E�"�AL*MSLISM RHRETO."E"MIDISROPERTY K i i OE9D7 PRGE59QNL wlE T DIDT Or t OI a7TOrm st v S 51 EGEXT(f➢E UW gNIR1CrffS SUL�L,„10R7'ALL SCALE:1/4"=1'-0" I- i I FA ttn B API N pO�A� G e I I Y 1 w� JWIA['fAMD OIS�ON YES RAl6 —' _----- C7�{^�sFAC ryQ V A JDA e W 15.2C 25 1203-2025 PROWE BOX IN 2D20 OF _,E Jsl r: ECK 6Y: 39E NUMBER: ti `2 103 STAIRWELL DETAIL RartNa¢nd �r AS PER '�E 1"��� SCALE:1!4°=1'-0 S J D NUM OF IXC 2dN RE90CX➢1!LCO[er NEw NRK sort 0 KEHIPDPSIGN•ASSOCIATES.h,< ih KERDESIGN ASSOCIATES, uc +,ua,mw a eo,vo«me„a,.oeewnbo PO.Box 1675 phone:N6311 413-90M 5athokLNewYolk 11971 E Ikt rilor 5 idoplontnenet aeJan Nacbte+.LLCe aC KA+ncbw+,LLC OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications Including the ideas,design and arrangements represents therein,a e the properly of KEHL DESIGN ASSOCIATES.LLC.No part thereof shall be copied•disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. ©COPYRIGHT 2024 KX DESIGN ASSOCIATES,LLC.ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW.PUNS NAY NOT BE REFR000(ED WTHOUT WRTUEN AUTHOR 111011.ALL PUNS AND DESIGNS ARE THE SOLE PROPERTY OF IDML DESIGN ASSOCIATES,U.C.H RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO➢1E BUYER,WTH VRITTFN PROOF OF PURQIASL Acceptance of Hess dtrmngs does not outhaize the right to buld vilhont Ole oulhorizolion of local gowning agencies,such as Suffolk County Dept of Health Ser„ces,Tom Buldng �y-gY Departments,DEG FEMA,etc Verily m conditions,coda IC nY, -s3f and requirements vilh such agencies prior to construction. . r--tea-loll' -loY' � ® ® ® I I WORK NOTES: CX15L CX15R CX15R ______ R301 DESIGN CRITERIA AS PER THE r 70 0 R ID NTIAL CODES OF I11 NEW YORK STATE Cl.o I I s.5' 1 R301.1 APPLICATION BUILDINGS AND STRUCTURES, 3 ® I I AND PARTS HEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD h I LOADS,UVE LOADS,ROOF LOADS,FLOOD LOADS, Bedroom u _} —_— SNOW LOADS, THIS LOADS AND SEISMIC LOADS AS __ PRESCRIBED BY HIS CODE.HE CONSTRUCTION OF L1TH THE PROVISIONS OF CODEL. I HE BUILDINGS AND STRUCTURES IN ACCORDANCE I IN SYSTEM THAT PROVIDESSA COMPLIETELLOADULT b TRANSFERTETS OF THE THEIR PONT OOF ORIGIN L4e C �NaeSS'11e�r Y THROUGH THE LOAD—RESISTINGELEMENTS TO THE I I y' FOUNDATION.BUILDINGS ANDNDSTRUCTURES D ASBY THIS 2 26BO i h DEEMEDUCT TOECOMPLYRSEU WITHITTHE REQUIRE ENDTS OFE IR. _—I I HIS SECTION. 0 p ,y ICI I >q ASO (ALTERNATIVE TOALTERNATE SE RE AN THEQUIREMENTS IN, SECTION e 'Hall Bom L, PERMITTED 3SUBJECTETO HE UMITATIONFOLLOWING ARDS ARE OF THEathro E + yF� 5s I IS ENGINEERED D DESIGNE AND IS UITATIONS SED IN CONRJUNCTION�WH 680 '' WITH HE BUILDING CODE DESIGN 1 THESE STANDARDS.THE NEW ORKCOMPLY N( 1)AWC WOOD FRAMED CONSTRUCTION MANUAL Halls e r I (WFCM) ®2 I 2)AS STANDARD FOR COLD—FORMED STEEL -71F I y FRAMING—PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS(AISI—S230) N THE DESIGN AND 3)Bedroom r`�" I CONSTRUCTION TION OF LOG STRUCTURES(ICC400) ro nN Cl.S I REV: 08-18-26 &i Y-NF CX®R S� C SU C%®L I I —__— PROJECT: g to)f' PRESSLER RESIDENCE 425 LAKE DRIVE SECOND FLOOR PLAN OVER GARAGE SOUTHOLD, NEW YORK SCALE:114"=r-D^ SCTM#1000-59.-5-21 DRAWING TITLE: NEW SECOND FLOOR PLAN NOTES: ILEA An AR I16DaM 6➢IE 0111M AID AM HMHOM OF TIE SEAL 6 AfFDaD H RE10.MINM MIS VIL BE IED'Ia T OF THE Ur CINIRACTORS SW VM ALL BE SILLY RES OW FOR EETD ITT.H A RAE4 'C` y •Y L OV 15.2025 1} PROJ T NO: 1203-2025 B BDK IN A 2D2D BEC D BY, ((� n1HFRMA , ^ ..:P��c, A 10 5 r SSIfl� AS PER D NUM DE 2020 (E"TAL coct If 4 NEW YOK STAR 0 Iff.NDADFSIGN•ASS0f11TE5,u< I I � I i I I . I i i I .. I - � . - �- - ___ I __ I I . I - - 11 � . --------------�" I : � I I � I �,, ,� _____ I I . ,� , -­ 1. � I I I I I � . . . I . I ------,----' � - . I � . -___1 I. __ I I �i : � I I I ,.�I .. � . � . I I I I � ?, I I 11 .1 I.1 I I- I . __ 1 I - �� I I . _ . I . I . " � i � I I I I I I . I \ � I . .� I I . . . I I - . .- I I nl. I I I . . i. I . � I . ;� I I I . I � . I I I I I - - I . I I � 1� I I I . : . I . . I I ;� I I, . : �, :�, ,,I i - .: � I I I � . I I - 4 � � - I I �i� I -, , , � I . - I. , � , '41 , , i I I I . I ,� -, . I � _. I I ! � 'i , " I . I I I I . . ?, � . � � I . 1, � i � ��, l ,,, �1 l ; �f � . � I . ______�_\__ I - . . I I ,I . I � � . I I,. . . i , � I . I. ,, , . . I � I I I � � � I ) I . . . ­ 11 I t . .1 � . . 11 i� I , . I I I . . I � . � . I I . � �_) I . �___ I _1 I . I I I . -:f �. . . I : , � I � I I I - I . ; I � ;', � I I. I .1 . I . � I :1 . . I � I � � I I I I . I I . I . � . I I . , I I � I I I . � � . � I . I I I I 10 �, . I I I 11 ;_ � � - � . it � 1, I I � I - � I , I I q I . I :� - � . I . I I I I I I . I . . I I . .1 I ; - I . I I I . 1. I , I I I I I I � I I . . I . I . I I . � I l� � I . I I I �. I .� I I I ";,�-o��,t,t:,, - _Z�_,�, -I I'll -1'i"',V�tl�10?1`,Z;1�1";;i',11 --, ;,:�...... � � I . . . I . , .1 ".1 ,-*"� ,�, ,�7�,,"�,z'?",��,]�:­". 'O',,,-,, . ,1� '.", -_._ I � � � I � . 1 . �i I � I- !I I 11 I I I � . . I � . . I ,� GENERAL NOTES: � :� ' I I i�tl � - I I I . I . 11 I il . - 1 . . I . ! . . . � � I I 1, � � I . I � � I I� I I � I-— . I I . I . . . I I I . . � I � I . I I SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION I I I . I f I I I I I . � I I . I � , I I I- I � I I I . I . �, I I I I I � I .. it . I I _1 * . I 1. I I � I . i� I . . I- � I I � General Notes: � - � . . I . � I I . I,." .1 ;, I � I . I I I il 1, � I I b 1 11 � . . 1 4 . .. . I I . . . I �A I I - I . . . .. I I I . C 0 N �F R A C T 0 R N 0 T� E , S F . � :1 - I I . � I 1 . GENERAL: � LL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF � - db � i . . I I � � . . I . I I ------- . . . I . I . I � . . I . L Wood: I I . I AGENCIES HAVING JURISDICTION. . . I ______ _1­ � .1!.. . . . . I I I � i I . . I NEW YORK, AND REGULATIONS OF ALL OTHER . I , . - 11 I . . I - I I I 1. . I I 11 . .� . 11 . I � � I � I � I I I I 11 � I . I � I � ''. I , I �. . I I 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or ,better. I . I . � i e_ i� I I 1 . �.,� 'Ili - __tt N__ � , , : I I I . . I I � , .. ' ' I I � I l � � . I I � " , 1; I GENERAL NOTES: I . � ; I I . I . . 11 � I � . � I I . I , � I I . 1� - . I I � . � � . 1, I I I 1. � 1 2. FIRE SAFETY: I 1 I . I I I - " .� � � I . � I I I I I � . . . . I .- � . � � I I . � . � . . . - latest edition. I % , �t , , � � I I � I . I �. I � 1 . I � I I - I 1. �%, � .. I I ... ,­ - . . . I � I - . . I I � I 1 2. All structural wood shall be in accordance with the national� design specifications for wood construction I 1� 1, .1 .��, . 0 . , I . I I I ' . � I � f � . . . I I I I I I I I I 4 . . I � 'i -- I I I . . 1 . ., � . I :, I, � I � . � � I I KEHhW§ LLC : I . � . ALL WORK SHALL CONFORM TO THE REQUIREMENTF-S OF THE TOWN� OF SOUTHOLD, .SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL � I I . l ,tBUILDING MATERIALS WHICH ARE STORED AT THE SITE ORANY AREA OF THE BUILDING ARE TO BE STORED IN A H_,, ,00SOCIATES, t I . I . .. CODE OF NEW YORK, FIRE DEPARTMENT RULES AlSqD REGULATIONS, UTILITY COMPANY'REQUIREMENTS, AND THE BEST.TRADE 1 3. Nailing schedule shall be in accordance with the .specified code. I I 11 .- ' ".'. il 1. I I . I � I . I I . I I I I .I" ' tiai-&-c It' I I I - . . I � 1. .. 11 11 . � B. : . - I �Y� residgr7 ornrnercial desig I � .11 I I I I � : � I � 1, . � I PRACTICES. I � I I I . I I I I . I I I I I I . I 0 . . I I . ,�� I I ii �� . - I I � 1' . I . . . . . . . I I 11 I . . I � 11 I . 4. Pre-manufactured trusses. � I I " '. � �WATERIALS TO BE STORED IN AN ORDERLY FASHION � . I . I i� I UL 10 2026 1 . . I . 1 ­ I I C. ALL I � 1 2. � - . . I ' I I � . i, i I I . I . . I �, J . . � I I � q 1, 7 . I . I I 1� i�? - BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All. trusses shall be "shaped" as shown on- architectural cross sections. . � � . I � I � . I I . !� . ,� . I -_ "I I . . I D. ALL il.FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR' RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH I PO.Box 1675 : � . -9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT-�,Ol` BUILDINGS, OBTAIN ALL REQU11RED PERMITS, b. Trusses shall bear a boca number and' shall, be manufactured by a registered manufactwrer. � . J�, -I �, I - 1 . I I I of Appeale phone: (631)433 . I � � I . 1 I ''.�" I . , � I . I . I I ,. I � - � I . . I I . I I ." I ]� oard � AND PAY ALL FEES REQUIRED BY THE GOVERNING; BODY ,OF THE TOWN OF SOUTHOLD, NEW. YORK, AGENCIES, , I I . . -1 . 1 . I I .1 I E KEPT AWAY FROM HEAT. I I - � I Southold,New 494 B - E-Mail: ssbn654@optonlin6.net . . I . I � . . . . . � .. . 11 �� I� I I .". I r . . I � . .. I I �i� 11� I .11 3. 1 . I . � 1 5. Erect and brace trusses in. accordance ,to truss plate institute recommendations. . I I I .., I I ` I i� I I I . I I I � I * . I I I �� � . I I . �IFLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPAC . I 1 I . . MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK - 11�1 � . I � I I . . .1 I E. ALLI� I E. I I ,. � � � I � 1. I . I I � .: . I I I I l� . . ,r I I I . I � I � . I I I I . � I :It Kehl Design Associates,LLC 0 forrnedy D A K Associates.,LLC 11. � . SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ___ , - . 6. Plywood sheathing. � I F. ALL 1�ELECTR I CAL POWER TO BE SHUT OFF WHERE THERE�ARE EXPOSED CONDUITS. I ..'�', .:,-1-7,--,p,7�,,, .;":, , .-_:�," I _,,,_-�- _�7 � 1� �_� , � , I , "Irm �,?��-�,,,-,�'ll""��"""�,,��-��,�'f - ­___`� - , , , I � I � � . 11 I I I I . . � I�, ";11- I I I �� I I . I . �;,, �� '' , 11 � I 1� I . I I . . . ' , 4. . . . 1. . a. All plywood shall be in, acco-rd'arIce with the American Plywood Association (APA) specificaitions. . .1 I . ii OWNERSHIP & USE OF DOCUMENTS: I � ; 11. . I G. ALL 4�ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. I . � ALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL. AUTHORITIES, AND OWNER. � , � b. Plywood sheathing shall, be continuous over two or more spans with grain of face plys c3cross supports I I I g ­�:t,�­ � I . I � � '1� � . . � I . I , ]i I I 1. I I I - � . . I I I � I , . 11� , - I I I .. 1 - 1­ I � 11 I . 5. 1 1 1 . ", . . . I � ��. . � � . . I . i ': I I I � I corporation or equal. - ! I I CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE :`-These drawin I ., ' . . , I I � � . � I I gs and specifications including the ALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS'AND MATERIALS WITHIN: I I I:, I � . . I il ,. . I I I I � � I I . ..-��--I ­1 : � I I I 1 I . .1 . � I I GA -`TO BE- USED DURING CONSTRUCTION. . I 1. � I . I I '11� ideas, design ,and arrangements represented . . I S , , CONSTRUCTION' AREA. .THE .CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 1 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. I I �� I I I � . I � . . I ,� I . � I I f, . .1 .. . I . 11 I . ��� therein, are�the property of KEHL DESIGN . . I . I I � I I I � 1, REMOVAL TASKS. THE CONTRACTOR THE CONTRAC_ffOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED, BY . I � � � � ! � .1 I I I . I . . � , I I I I I i� ASSOCIATES,LLC. No part thereof shall be I I I . � I i� . . . I � . OR DURING THE EXECUTION OF THE WORK. . . . I I � 1 3. DUST CONTROL: '. I I I � I . 0 I ,4i� , � ,copied,- disclosed to others or used in connection . 11 . I 11 I . I I � 8. Design values: . I . . . I �, I . I I � I I I 11� with any work .or project other than for which . I . � I I . . . � . I � I I i . , . . . I � . I I I 1 6. 1 a. Framing Lumber: DF (north)- No. 2 or better -1 I l� , ' 1. I . I Received , � A. DEBRIS, DIRT AND DUST TO ,BE KEPT TO A MINIMUM AND CONFINED TO'THE IMMEDIATE' CONSTRUCTION AREA. . I they have been',prepared without written consent. TH L LAY OUT HIS OWN WORK\, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: � � E = 1,600,000 PSI . . . 11 . . I . I . 1; I I ,� : " I 1� . I . . I �'; I I �!� I .; I � � . . I : . � I � . 1 I 1. PLUMBING, ELECTRICALS, ETC. I I � I . Fv = 95 PSI 11 I 11 I I I I El. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR � lip - � , I � . . - 1� I I I - I .1 � --- .. - I � I I I � I � .. I I 11 � I . . I � I I � . I . I . I 1� I . � . I I I . I I . It . ­ -.1 I . I , . 7. 1. I I . I � Fb - 825 PSI - . . . 'JUL A C. HE4Y DROP CLOTHS. I I I �q � I . PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR -AND OBTAIN THROUGH I I I . 11, . � � . . .1 11 � . I � � .. � I - . I I I � I I . 1: . I ll . ,_I I � 11 . li I .! . . � . I � . � . � . I . I . . . BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED� SIGN OFFS. I. � � I I I I . t - . � . I � I I I I . I @ COPYRIGHT 202� "EHL DESIGN ASSOCIATES, LLC. ALL FLOOR . I I I � . . 9. Design values: � I � . I I t, . I DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE. BUILDING SITE PERIODICALLY TO AVOID' EXCESSIVE . � I I I I I I . 1 8. 1 . . 1. . . � I I . 1. I . I I . Zoning' BoArd of Appeals . . I - I � IiPLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL I inated Veneer Lumber. (LVL): I . I I I ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN � . a. La m . ", I �I I MULATION. I . .1 I - � . . A . I . � � l . . . . I . I COPYRIGHT LAW. PLANSMAY NOT BE'REPRODUCED WITHOUT -­: I � I . E = 1,900,000. PSI I - I I it . - I I I --,. I OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS N OFFS. I . I � I . It'-' � 'i I I . I _ I I I. I I � I I .� ''I �__ i I I ­1 . I . I . � I I 1. I I� I I I I I �� I . . I I I I � I � I i WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE - -- i 9. � I I - � � .. I � I I I � � w 4. NOISE AFTER HOURS: � I . . � . I �, I I I -_ � I . I ; . . � . � I . � I I I I Fb = 2600 PSI � . t i . I t, 7� . � I i�SOLE PROPERTY OF.KEHL DESIGN ASSOCIATES, LLC. THE RIGHT . I I I I I � I I . � . I I . I 1� I � T LL DO ALL CUTTING,. PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE I I I � I I � , � :I' I I I . I P . I ­ � I . I I � � 11 11 . . � ; A. 110 BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. - I I . . I - I I � . I CONSTRUCTION OPERATIONS WILL BE CONFINED TO! NORMAL �WORKING HOURS: 8AM T TO FRIDAY, f I . 1. I . . � i . it I . 1 I 11 ,,, . . I I � � 11 � 1. 1. ,� I . " KEHL DESIGN ASSOCIATES, LLC. NOTE . .� I I I t � � 1. 11 1. .­ I I I . . 1,�EXCLUSIVELY TO THE�BUYER, WITH WRITTEN PROOF OF PURCHASE. . 10. I . I � I . I - . 11 I I- � ­­ 11 . I I I . �, B. EXCEPT LEGAL HOLIDAYS. I . 1; I I I I I I ,i : I I I � 11 I I ,3 ,� .1i �. . - . � ;� .. . . � I . � I I I 11 ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED1, OR PLUGGED. 11 KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTIOIN ,OF THIS BUILDING. . 1, 1 - �, I 11 ,,, I I I . 1? � . i . � I ` I - I I . b, � I .- - . . I CONTRACTOR MUST OBTAIR, WRITTEN PERMISSION FROWALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS., I - � I - � I I I I 11 I. I I . . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A ,HOLD :- -, .L� ' . I, � I . - I . I . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH ,LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES' LLC. � . I I I ... 11 I . .. I . li� I i . I I �1 :� . , i , - I . � . - I I �, I I � OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES _LLC. NO CONSTRUCTION ,::, I . . I I I � I I . I 1� 1� . I I I .�Acceptance of these drawings does not authorize the right to . I i . I I 1. . it ' � I I I I I 1 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. I I I I I � . , . I � WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. .'; - '� I I I - : 1 'build without the authorization of local governing agencies, such - " I I - ; I � . . I THE�.USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO I . � CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH � I . . � . . . � 11 I � I I � I I :� � I . I . c � � 12. 1 CONSTRUCTION MEANS, METHODS,, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY -SAFETY PRECAIUTIONS AND PROGRAMS INCONVENIENCES 'TO THE OTHER NEIGHMBORS. I . I . .,-as Suffolk CountyDept. of Health Services, Town Building I I I � I I � . I I I I ;�, . I . . � I I � � - I .. I . , � � ,� 'MA, etc. Verify all conditions, codes, I THE CONTRACTOR IN COORDINATING THE WORK WIILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC...HARMLESS FOR COSTS AND PROBLEMS 'I r . . . ., I -- � I . I� .�Departments, DEC, F,,E . 11 I ; � I 1. . I � I I � I I I RESOLUTION. I I . I . . I � . I I I 1� ARISING FROM ,THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR �WORKMAN. THE 1USE OF THESE DRAWINGS : I 4 . . I � I I., � I . � . I � I �� � 11 -1 I I I I I I � . ' 6 SPECIAL SAFETY NOTES � . . I I I Wnd requirements with such agencies prior to construction. - I . � . . I I - . I I : 13. , 11 I I 11 LSO IMPLIES THAT KEHL DESIGN� ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE' PLAN� USER'S; FAILURE TO CARRY OUT - � ,� � I � . . .1 A % � , . . . 1�, , . 1, � , I I I I I i, , THE CONTRACTOR WILL COORDINATE THE ROUTING; 'AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND...R E'L.1;AT E D SITE WORK, AND THE WORK' IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. , I � ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON ,THIS PROJECT SHALL At"'ALL TIMES PRIOR AND DURING THE COURSE � --- � . I I I � 1 , I I. I I . It 1. . HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. i,11 ..., ", I I I . I . OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR,,EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE I I I . I . I I � I I I 11 I . I I I . WORK NOTES:.. I . o \ � I �, I I 11 DOCUMENT NOTES ,. . � I � PROPERTY. J` EACH AS REPRESENTATIVES OF THEIR EMPLOYE THE CONDITIONS UNDER WHICH� THEY WILL BE ' ' I : �t, I . 14. ., I � I.,I 1. � - � 1 3.1, ES SHALL ASCERTAIN THAT 11 � . . I I .. I I - � I . I I . .. � I . I -11 'AGREES, , I - 11 .�,". 1. . I THE CONTRACTOR WILL COORDINATE THE ROUTING; AND PLACEMENT OF ELECTRICAL, .PLUMBING AND HVAC EQUIPMENT--WITH i., I STRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION' PROVIDED BY, OTHERS ALSO, THE CLIENT REQUIRED TO ,ACCOMPLISH, THEIR WORK ARE SAFE WITHIN GOOD.SAFETY PRACTICES AND .MEET,-ALL CONCERNED REGULATIONS OF' . R301 DESIGN ��CRITERIA AS PER THE " 1, �, I � . I . . � I . I . It, I I I I ARCHITECTURAL FEATURES AND STRUCTURE. ANY ICONFLICTS WILL BE BROUGHT TO THE ENGINiER'S ATTENT'I-F�' ---"�F 1 M ENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, I THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING: REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR . 2020 RESIDENTIAL CODES OF . I � , ,.'-' OR I MEDIATE _ � 1. ' I 1. , I I I I I 1�� � 1, . . RESOLUTION. . . I , I A I I "', � I I LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY-OR'..ECONOMIC LOSS . � I . SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR�;DAMAGE. IF,UNSATISFIED, THE NEW YORK STATE I : I I 11 .. I . . - -.,, ' ' k ­ ' � I I I � . � . , . I I 1, 11 � � . I . � . I . . � I I .1 I , ..�1, Ll­ . 1� . I I ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. ,� , I I . .CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER .SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE A �21 . I I . I - � I ,� 1 . . I I I . , � . ­ I I I I ,1, I I � . . _� . 1. � I I I . . I , . � 117: . I � 'I 1� I I . .I ­ I . ___ I . . I ,; � I I RELATED TO:'.HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY . R301.1 APPLICATION BUILDINGS AND STRUCTURES, I � I " .1.111-1 I I I I, . I I I I . ".. I � � � � � � I I l� I . I I .. I - I I .: . I � . j. I 11 � I I . I i I ! � TIME TO BE�� UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, � I AND PARTS THEREOF SHALL BE CONSTRUCTED TO I I . I I . I I � . � � 11 .� , . I � I I I :�,'_, . " - � I � I i :,, 1. I I � � ,� I I I � . . I . I .. . 6.:LIMATIC AND GEOGRAPHIC DESIGN CRITERIA "I 4,­, I �� � I ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE OR OWNER.1� THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD I . I I . I.. � I I I ­ . 11 . I ,� . '. I. I I , � ----I,-- -11 . OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. i . '­. . . � I . I . I,, li, . : I . � . I . I I I I . I . I ?", , I I 1-l" ­11­ -11 . -WINTER ''.T, -""" , . 4 , � I I LOADS,, LIVE LOADS, ROOF LOADS, FLOOD LOADS, ,. . . � I I , ", ,�, I I � , . - 1� I � , I � 11" GROUND IND . SEISMIC , , SUEBJECT TO DAMAGE FROM I _._� I I ICE SHIELD � I w I 1 , _. -"., ,_7 777" n T .� I I __ I I I . .1 I I .. I . -, - I .. I E SINGLE OR MULTIOLE-STATION SMOKE ALARMS AS WELL AS CARBONl MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION- I SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS "' , . .- . 1 . i � I . . . '.I "�,� .. NO � DESIGN I , �� I 1. � DESIGN ,,( UNDERLAY- FLOOD WI OSURE � R301.2.1.2 PROTECTION OF OPENINGS. i . 1. I , . FRtOST LINE -1, 1. . I I I I . I . � �IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. . i i . IDEPTH TE , � DECAY TEM . MENT REQUIRED CATEGORY I � . 1. I I I 11 11 L AD -SPEED (mp�l CATEGORY' WEATHERING1 I TERMI EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND�BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED . � ., � . i� . I � I 1. I I 1 � P,RESCRIBED BY THIS CODE. THE CONSTRUCTION OF . I I I �� - � OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND , I 11 I I . 11 . .. I I 1 25 'Ibs sqft' 130 (moh) I C 1 3'-O' 1 MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees ,. , YES , - 1984/1998 C . -MEET __1 -- - I . . . __ I - - _- ,_. , - . - I I � THE BUILDINGS AND STRUCTURES IN ACCORDANCE � I I .., - - , . . . ,ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR! WINDBORNE DEBRIS SHALL, I I I . I � 4 . ' I I .. ,.� ­ 11 1. . - � .� � . I I .1 I WITH THE PROVISIONS OF THIS CODE SHALL RESULT I .: ,� �, I . I � I I . I � I I I .1 I I THE REQUIREMENTS ,OF AN APPROVED IMPACT-RESISTI N G STANDARD OR ANSI/DASMA 115. � I � I . .1 I I I I I i , I 11 - � " I I I I I I I 11 I I ! I . . � .1 , . . ,NOTE:-FIRE' BLOCKING IS TO BE INSTALLED "TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF ,THE 2020 - IN A SYSTEM THAT PROVIDES A COMPLETE LOAD . I I I 11 . � , . . - � I . I I 1 � I I -1. I -- - - � 11 ''I I . � . � � I I . I . I I I I I � i, I � I , 11. , I - I � I I I I 11 ''.1 I I I I I I I I I � RESIDENTIAL CODE OF NEW YORK STATE,- � � � I "..- . I PATH THAT MEETS THE REQUIREMENTS FOR THE , I . I . I I . �, I . I I I I I � I I - i ,." 1. . I I I ­ ��'..., I., I � I 1, . � . . TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, � ,EXCEP11ON: ' �- - I . � I I I I . I . � 1� I I� I . rl. . - I � �, - I I . I . 1 1 I � . . . I � � 1 I - . (IN POU QUARE FOOT) , I I I I .l I�.. I I r ­1 I . . . I I I I . - I�,:�,1. � I, - I I � i�� ­111 - I - . . TRANSFER OF LOADS FROM THEIR POINT OF ORIGINt � I . I I I -RESISTING ELEMENTS TO THE - p , . � - I I � I I . 1. I .1 - � ­ I I I 1. WOOD ,STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 346 INCH (11m F NOT MORE THAN 8 ,FEET (2438mm) NOTE: ALL ,ROOMS MEET, OR EXCEED CHAPTER 3 SECtIONti R303 OF THE 2020 RESI TOROUGH THE LOAD I . � DESIGN CRITERIA I . ­ .. I I ,� 11 I�l '141.1 .1; 11 I , W YORK STATE '' I FOUNDATION. BUILDINGS AND STRUCTURES. '_ . . I I � I I � , ____ I I . I I . I __ _., __ __ 11 1. I � I ��I . I ,SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE ATURAL LIGHT AND VENTILATION REQUIREMENTS. I _�,.M� t', . . . I I I I I � I : I I . I � I I I I I I I I I PRESCRIPTIVE DESIGN � . I I I � I OCCUPAtjQY OR USE:,:i ,. . I LIVE I OPENING CONTAINING THE PRODUCT NTH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE � I - I 4 . I I I I I . . ­_­­'�".., 7 ­­ - I I . I � CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE i - AND I I - I . -_ 1. 11 I I I I e � . 25. RESIDENTIAL ONE - TWO FAMILY DWELLINGS .:, � LOADS I METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL B&-DESIGNED TO RESIST THE � I lllo I� . .. ��­ I � I DEEMED TO COMPLY WITH THE ,REQUIREMENTS OF � . 1� I I . I . I ­ -, � I .1 a� -- � - I �, I - � � I . . T�A I ��-�.: ! � I I I 1. . I ­ . ­­,:,_ "� .,b - � ,-i, -: - - ,- I COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR .ASCE-7, iWITH THE PERMANENT , I i - . , � 111 . . � 1!.", I ,I I I NOTE: ALL !!ROOMS . MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 ,RESIDENTIAL CODE OF 'NEW YORK STATE l�.,.IS SECTION. 1. I I .1 : I - �I . I ,: I . 11 I UNINHABITABLE ATTICS WITHOUT STORAGE I I CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED O)N- I I I 11 � .1� J� I I , . I ' ' i 10 I �'THE�BUILDING. ATTACHMENT I FO E AND RESCUE OPENINGS. I % --�- _�,41 1� ,;/, � I ,� I I I I USES(s) AND OCCUPANCY CLASSIFICATION(s) . . I . : �, L I I I " _- ,­,, �_, I � I - I � , , i , � I IN ACCORDANCE WITH TABLE R301.Z11.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF.45,FEET (13,728mm) OR LESS '. 'i � I - : I � I I I �I - I . I �� , . I � I . . . I I I-- 1, � I I R301.1.1 ALTERNATE':.IPROVISIONS . I I I . I � -11 I . �-,,��,;­- ­,.-"._��­_ I I 1. I . - I-_ � I � . I I . � I I � . I 11 , - I 1� � I li I I I .i I I 11 . I . I . I WHERE WERE THE ULTIMATE DESIGN WIND SPEED V 180 MPH (290kps) OR LESS. � � . . . J I ult IS I � I I . . . � I -STO I I . � .I I � I 1, ,_ . AS AN ALTERNATIVE TO THE REQUIREMENTS IN . I . USE O I . UNINHA131TABLE ATTICS NTH LIMITED, R,6GE""' 20 . I . I ' � . . I I I I I . I . 11 " �-,,;*., --�� � , - , t - . I . � 1. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER .TO HAVE-A .CAP . Y - I 11 , . . '' � � - FOR'�fWO 11 � . 4 1 1 1 1 , - , . � I � I I I . I ACITY � SECTION R301.1, THE FOLLOWING STANDARDS ARE � � I I I ; . .� I -I . TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTEC11ON FASTENING SCHEDUCE'.. OD � I I . -1 7 I",_;`,� � I I I � . I . I I I . I I ` _1 - . I � I . 1 11 I . . EQUAL TO OR GREATER THAN THE ,,REQUIRED AMOUNT CALCULATED FOR EA6-11,-CASt. . - , , . PERMITTED SUBJECT TO THE LIMITATIONS OF THE I ' - ...- ` STRUCTUAL PANELS a,b,c,d I � - . . I ,� . �. � . � i - ' � RESIDENTIAL , � I I I � � HABITABLE ATTICS AND ATTICS SERVCD�_�61.'F`.iAED STAIRS � . I 1 30 1 1 . I I I . � � I � � � . � 1� I I ., ;:.. .1 I . I � . THIS CODE AND THE LIMITATIONS HEREIN. WHERE , , , I . , I - � - I I R�3 (SINGLE FAMILY) ­ - � - ", �. I ...,I - . . I. I I � I � I I I � - � / , j,� I . ----., I --_ . � � I � . � -1 I �-, ._.-i . I :,,��L I � ­ 1-1-1- :.­_.�. I. 111,11, 11 I 1­ 1. I�-­­­ ­�-11�-1111.1 I., . � I I - � ` I 1: - I .,�_ - . � . I . � I I I I I ­` I . .­1 . , . . I ; I -.��- � I I . I I I I 1 112'. 1 1 � I . I � � � ­ , � .11, I I .1 � . __ -,1_,W",� -��, I ;� " 1, I I . . ' l� o_",4 .", " .. 11,_�, �Z . I I . � .. � �, � FASTENER SPACING (INCHES) ., I . 't--_ I I � I TYPE OF CONSTRUCTION � ,DECKS (e) I _ I � I�­- i, , � 40 I � � , � 1­ �-I ­ . � THESE STANDARDS, THE DESIGN SHALL COMPLY I (CHAPTER 6) , BALCONIES (EXTERIOR) AND, .� � I I 11 I .1 I . � - � I 11 -.1 I- . - I , �., .� � ,!,� i 11�1 I 11 , .. I . 1,11� 11 ALL 'MATERIAL *TO BE NAILED KACCORDANCE WITH THE NAILING SCHEDULE.OF' CHAPTER 6, TABLE R602.3(l) OF THE 20�O . � � I , I _ I -� -1.1-11 I . " " I , �- ,t!�.. I . � i . WITH THE BUILDING CODE OF NEW YORK STATE. . _` . I � , I I � I � ­ ____ ­ I I � I �, , I * . I . . I ...._. I . � , - ­­11 ­1", , , -ir . , ' . � . - I ­1 .1.I I I I I I FASTENER TYPE PANEL SPAN -t ­,., I I I 1� I 1 . I - I I . . . � I 1. � ": 11 I I.. � . 1 ,,, .I �;. . I 1 ET . PANEL - � I, RESIDENTIAL CODEOFNEW YORK STATE. '­ I 11� l� . TYPE . GROUP FIRE ESCAPES I I I I . . - � � . I � �� I � . . . 1,� I I I I I I I-,. � � � I I I I .-I I . . . I I . .-9 6 FEET ,SPAN :!�,i5 FEET- ,, '-� ' �. �, . 11 ,��z,::ll , - ­. 1 . ", I "I . I I I . , 1.40 "-, �, I . � I I I �, I I I . . ;. I I I SPAN - ".� , 11--l-, � ". -_ " _�_':7F , � -. I ` . I �I . . I I . � I I I I . I . .. . I I . . I , . I I �, �­­ � t - I � . I HAPTER 4, , � I � I � 1) ,AWC WOOD FRAMED CONSTRUCTION MANUAL � � � - ­­ I I I I i. ; I . 1. I I 1-1- I . - � I - -- I NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FO, . I .1 I I � I � d . � I I I ,1�� NO. 8 WOOD SCREW , . I RTH IN'Ci­ I I V I I I I I I I h . � .1 I I I � I I ll I : 11 . �_, � . I �1�(WFCM) � . ,.I .11 B . I I . . GUARDS AND HANDRAILS ,,, I I 1. 200 - BASED ANCHOR WITH 2 16 , ;�� 10 I a. I �r, � - I . I 11 , . . . I �- I- it 11 I � I � � I � , 1� I I 11 � I . . 11 � 11 I... ... , 1." I � . . INCH EMBEDMENT LENGTH . � . _­­, � ,� I I . . �� "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE . 2� AIS[,STAND ED .STEEL I �­ 1­ . � ," I I -_ ­_ - , I t . - I I � - I , , . I I I . 11 I ' . , . . � I �,��, 1, I , I I I 111- I ­­ 1. - � I '­.1 - I I�1.171, -7- . I FRAMING - PRESCRIPTIVE ,METHOD FOR ONE� I I I I � 11 I I I I I I f I 1. I �I . I., .� I I I . 1, I-' ­­ 11 1.� , . . � . , I ,_ . HEIGHT AND FIRE AREA . I I I I GUARD -IN-FILL COMPONENTS . . .. � I 50h 1. � I NO. 10 WOOD SCREW- : , I . '. . I PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL ,CODES I � I I I I � I I . : A, .. � 16 12 � �,, �, , I I I . I I I I AND TWO FAMILY DWELLINGS �(AI81-S230) . I : I ,. - I . 9 1; 11 I I . � I 11 I . I BASED ANCHOR WITH 2 � " , � : - � I � � I . 11; � I I I I I � - ­ I � �­i:c_ . _' I --- t . � INCH EMBEDMENT LENGTH I ,: I - .. � � . I ­1 . ,%- - � I I - . - I � .11 I ., . a " � � � ­ : I I � I . ­�� 1 . �, I I . I I .OF. NEW YORK ,STATE. I � 11 , . I . I - . 3) ICC STANDARDS ON THE DESIGN. AND � i � I `� I, TRUCTION OF LOG STRUCTURES (ICC400)_ I � . 11 .. I I I i- � I I I I .1 � . � I HEIGHT I FIRE AREA PASSENGER VEHICLE GARAGES i . � . 50a - . Z51 , . Z I 1111-1111- - - � " - I .". , I I I I V . - "I I CONS � r. 1, I �­ I- 1. 11, I I � I I I I , . - � � .1; I , . I I I 1. I ,i� .y �1 . . I I I 1. i'l� - I I .. I 11 ­ I I I �T. I . ,` 1 . I I - � . I I . .� Y4 INCH DIAMETER LAGSCREW_ � : � I I I I . . � � � I I - � 11 116 1 � . I I - I I I I . -- , - i ,� , : � - I I I I I - . �, .. I .BASED ANCHOR NTH 2 16 . 1.1,133 . I PRESCRIPTIVE ENERGYDESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY I 1 . � I � : . . ROOMS OTHER THAN SLEEPING * � 1 40 . . . ; I �, I . jr. � I REV: I , ROOMS , , I � I h . i I i I I -1 - � I I . I I I .�. HEIGHT, BUILDING � I I . I I 1 . � I o - . I I . . I I .i I I 1. I I I � 11 � .;1. : . I I [ , INCH EMBEDMENT LENGTH I . . 1, I � I � I I . � I I . 11 THE VERTICAL DISTANCE FROM GRADE � � I I .. I .. I - I I CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED � - 3-2 . . � I I � � I., I- 1. I - - .� �, � ­ I �' � . I t I I ­ I 05� ,6- � PLANE T,O7HE AVERAGE HEIGHT OF 11 I . �. .11 I . "�e I �, ., I . I - �� I � I . I .- - .1 I . . I FOR SI: 1 inch = 25.4 mm_1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hoiLlr� 0.447 m/s ' . 1 . I V6-S67�� 77n , I . - - I I THE H16HEST ROOF SURFACE I I UNLIMITED AREA I . SLEEPING..ROOMS , . I-� I 1� 11 I :� . 1 I � 30, 1 1 . -foot -h eigh t I... � . - OWTHE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION �CODE AND . I I I '.I , , � I I . � I , . I . . I I , I 1, 3 S117ORY .. I I.. � I �.I � � I . a. This table is based on 180 mph ultimate design wind speeds V and a 45 .mear,.roof I I � . . , I . '' . I I I � -9 I I I . I � I I I I - I I 11 . I", '.11 I I . I � I i .. 1 . _ , . I , I 1 =22 all I . ­ AS PER TABLE 506.2 , I I �� ��­I�; 11.4 - I - ;ivl; I I . . I - I I ; , . 1 � I i . p vl 1 : . . I I � I b. Fasteners shall be,installed at opposing ends of the wood structural panel. .i '.., ­11 ., .� �,� �­, 11 ASHRAE. 90.1-2016 � I - . I . I I 1, - � � , I I 19 ­­ �r . I I . w 1. 1 .i � � I . . .1 I I I � I . I �1_ 1:1 . 1� I �[ i - . . - I . , � I . � ­� , . I � I . I I ;: I 1, I I . I . ': STAIRS I I I I � I . 40c , I . Fasteners shall be located a minimum of 1.inch from the edge of the panel. I I � � . , I 1.��f I I .I 1­ � . I , - : I ": . I � � I . 2020 BUILDING CODE OF NEW YORK � I I I . . I� . I � I I , .; . � :t � I . A I . i ! I I I I 11 I ­ 1 - . 1,- I� c. Anchors shall penetrate through the ex'terior wall covering with"15n embedment )(t1h.,of 2 1nches minimum into . 11 I I I �,t� � � I STATE. . . I . � .I I � 1, I I � I .. . � I the building frame. Fasteners shall be located a minimum of 2Y2 inches I 9 � 11 I.. NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS,OF A'i-L'MATE RIALS I I �� I . �� . . I . I I � - . I � I . . . from the Qige�of concrete block or concrete. , I � I . I I I � � . I . � I 11 . I � I I � I � I , � ' It , I . I I I I ,� . I . � . I I I I � I .­`- .1 .I '\ � � I- .. � I I I I d'.-Where panel are attached z to masonry or masonry stucco, they shall be attached usiingl vibration resistent anchors. I I � TO BE IN ACCORDANCE WITH TABLE R602.3(l) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL I I I I I PIR�JECT:. 11 � I I . FOR S , . . � I having a minimum ultimate withdrawal capacity of 1,500 pounds. i - . 1 � . . I ­� I I � I 1. I I ­ I I . .1 I I . 1: , I 11 . --� I I I I � ".. I - I 1. I " , I I .. _ � . I . I . . �,, .1. . I . .1 . . I . . I � . 1 POU = 0.0479 kPd, 1 SQUARE INCH '= '645 mm,21 POUND = 4.45 N, � .1�� . I . . I i I . CODE OF-NEW YORK . I .. I .. .11_� L I � . I ., I I I I I , . I � I �, I'll, - ­11 I � ' .1 11�1 t ; � I � 11 I �� � I ,: TOTAL HEIGHT ,FROM RlbbE TO GRADE 26'-9i" 1 1 1 . I ,�'. I � . I - I . . I i PRESSLER . - . I I . I I � I I I � I . � I . . I . 11 � . I . I . � . I I -1 I . . . I I I 1-i ­- .1 I . , A�, . . . I I . �� I I I . .1 I . . q I I I a. ELEVATE LL BE CAPABLE OF.SUPPORTING A 2,000-POUND LOAD I COMPLYWITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIEKY,Ag PER THE . I .1 . . I .: 1, � � �],; i I . I . . k I I I . I 1� I li� � . I: I . 11 � I I " .1 I - . I . - � ., I I � I .11 � I I �i[ , . � .1 -1 � � . 1, , I 1� � � . _., I . . . I . .". : ­ '. I ­­­ I I LI UARE-INCH AREA. . I ION CODE OF NEW YORK �Ii"` I I it I . I I I I I � I . I I I . � I. .I I I I I I . PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCT 1 I ,� '.. : I ; I . , I - I . .�; I � . I . I � Z I .� . . I . � t.� ;.- I � I I . . � . I I . . I I , I I . I e�t ,% : I I . I I I � , i . I �1 RESIDENCE � I I ; ­ � 1:� I � I I . . I . � � .1 - I i , I .1 ­ - . : "I � 1. . �­ � � I I I I � � I b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT 1 �. I , 1� I . . I i: 11 � I . � ,� I � It : . I LUMBER SPECIES AND GRADE . I I 1. . I - . - , . �;� . I . . � I . , i� � I I I I � I D RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE � - I I .i I � . I 1�. � I .1�- � I I I � ..� I I . I . . 1. I �- ,, : � I. - 1 4 1 . i . ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF . . � . �: I 11. I . I ; I . � I . I I . , I . I . 1 I . I x 11 � � .� I . I I I if 11 . : I I ; . I 1�, . I I � . I .1 11 . � . 425 �LAKE DRIVE I . I- ALL,HOUSE FRAMING MATERIAL 11 DOUGLAS FIR - LARCH J#2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, I SECTION R402, BUILDING THERMAL ENVELOPE OF THEENERGY CONSERVATION,CODE OF,NIEW YORK I I � p . . ., T � � - � � 1.� I . I i � I I I I ,, . ir � � . I I I :, � . . . � I . I - - ' . I g .... - I !. . � . I � I I I '­ I .. �, . � I ,� � I I I I I I I - OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED Projects shall comply with one of the following. I I I I _� ;_ . � . � I -1 I I I 1. - . I I I 11 I � li, I I � ­ ­ . I I _ r � � . SOUTHOLD, NEWYORK . .1 I I : I r �� I I ,., " �_, 3� ; r . . LY WITH ANY OTHER LIVE LOAD REQUIREMENTS. � 1. Section R401� through R404 I i . � � ' I ", , !,I , : � . I I . I ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER I � I I � 1 ; 1 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory. I . . .1 . � I . I . I I I � t I I . I I . I . .i I - . � ; � . I '' �1� , � . I . . � ( .1 � . . I I . .11, � . � . A� I ! . . . � . I . I . I . I .I -�,: ­, -1- "'. I c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD 3. The energy rating index (ERI) approach in Section R406 \Iii 7, ­ I it . . � I � 11 I I I 11!� 11 � I . ! I I . I 1, � -�_- I I I I � . it. I . I I I � ,p � I I � CENTRATED LOAD ACTI QUARE INCHES, I I I I ?: I ,-I . � I f , . � I I I o'I, I . .1 I 'I; . I . . � � I I . I � I I :. I � .1 ,i I �­ --- ,_­ � . . - . I I I � . � ., .1 - � I . . I . , ­I I - . I � . , . WHICHEVER PRODUCES THE GREATEST STRESSES. I I . i I � � .­0 I � I . . .- � . � I � . I I . .. , I I . ,- !I -59.-5-21 . . �� . : . I ill I I . if � SCTM# 1 000 I I I � i� . I ", I � I . � . I I 1, I I (NY)TABLE R402.1.2 a " . I � I . � i I � � I . � �1 11 I I � � . � � - 11 ,� ' . � . ­ � I � . . I I d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION.AT ANY POINT ALONG THE TOP. I I INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT � - I I . I 1 . I I I I 11 I . I DRAWING TITLE: .�, . . � . I . � I I I I I , I �� . I . i I � I I I I 11 11 I b ' LAZED I FLOOR'- BASEMEINTC- SLAB d CRA ' . I I LOT DATA AND, CRITERIA , HOUSE DATA AND CRITERIA I I I I . I I I I CLIMATE �FENESTRAgON SKYLIGHT ,. G CEILING WOOD MASS - WL I I i,. � . I . � I I .i I i ' e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. � I I I i SPACEC 7 ' ,; I I I � I AREAS OF STRUCTURE � I I I I ZONE I U-FACTOR ,U.FACTOR t� FENESTRATION R-VALUE .FRAME WALL WALL, _ R-VA,LUE- WALL I R-VALUE � . I . , I " � I � . 11 I �1. . I 11 SHGC b,e . I - R-VAWE . R-VALLIE I .- R-VALUIE 1' ,. ':&DEPTH R-VALUE I . �i� � . � � I I . I . ' I I .1 I � . I I _ I . I I I ; � . . . I I I 1;, � . I . I . . . I ��,� GENERALNOTES EXISTING CRAWL SPACE NA I f. GUARD ,IN-FILL COMPONENTS ( E HANDRAIL), BALUSTERS AND PANEL ___ - ,. $ I I I i, I . , ­ -, I ­ �­­ I - � 11. i � I I I I, I . 1, I I I . L .11 I . ;. � . . � - � I . . 1� I I I . : � I I � , I I i, 11 � I I �. I I � i � I, . �.� � . � � I 1512 sq.ft. I I FILLERS SHALL BE DESIGNED TO WITHSTAND A .HORIZONTALLY APPLIED NORMAL LOAD OF 4 EXCEPT � t . )� L 1i I I I . 1 0.40 49 20 OR 13+!P , 8/13 19 10/13 10,2ft :� 10/13 1 . I I . I I I . I " 1, . I I I 1 0.32 0.55 � � � I I � � I . I I I 11 " . I . . ,,,, I I . 1 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED MARINE I �'� � ; I .... I �, ,�i, � I . I � � I I i; I .. r I � . I EX. BASEMENT NA . . . TO 'ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. I . I I I I - I �1� I . ­ :�� ,I, � . . I I 4 � I I . I I U I I, F - I I--- 1 . � I . I -___I---- I � I � I I I . I I . I I . . . . . I . NEW FIRST FLOOR 1512 sq.ft. , I I . I I . I � I � I I I � .I : I � 11 . � I I .1 SEE SITE PLAN, DATA SECTION I SEE SITE PLAN, DATA SECTION . NOTES: . ­ � I . I I � I � � � � . � � .. . I 1, . � � g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN I I . I . . 1 I I I � I � � � . - T I I � . I L I � � I . . ". I . ' ' . EX.�FIRST, FLOOR NA I � I I . . � I I THESE PLANS ARE AN INSTRUMENT OF THE SERMCE AND ARE THE PROPERTY OF THE I I � � I I . � . I I I i I I �1 I I I I . . . I i I THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR � For SI: � 1 foot " 304.8 mm � I I 1, � 1: : I � I I � I .I I I I I I � I I I EX. SECOND FLOOR NA I MORE ADJACENT TRUSSES WITH WE13 CONFIGURATIONS.CAPABLE OF ACCOMMODATING AN I � � I I I . � � . I . DESIGN PROFESSIONAL INHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS.WLL BE . a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in !a cavity which is less I 1 I I : . I 11� . . ­ I . . ' i .I . � . � �11­ . . I . I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL I NEW SECOND FLOOR * , 441 sq.ft. ' � � � ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY. 24 INCHES IN WIDTH, OR GREATER, WITHIN I than the label or design thickness of the insulation, the installed R-volue of the insulotion shall not be less than the . "i 1, i . I I � �. I . I � I . 11 I I . � I . I I . I I 11 . I '.I I I 1 2, . . � � -, THE PLANE OF THE TRUSS I � � I i R-value specified in the table. I! � I i, I I �, . I I I nELD CONDITONS AND DIMEN90NS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE , . .. I ." NEW BALCONY NA I I � � I I I . I � 1. .1 11 I I � I . I � I I I I � � I ; � . I . I I I l�, I I . DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNON OR � I I . I I I I b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed -fenestration. . i, � I I . I I I . I � . � I 11 r . . I LOFT NA I THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS . . I . �z I � I - I I I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT . � . . I I . . I I I . � I : . . I � � . ,�I I I � I , �, ATTIC (HOUSE)(a) NA . I LL OF THE FOLLOWING CONDITIONS ARE MET- I I I C. " 10/13 " means R-10 continuous insulation on the interior or exteriorof the home,or R-113 cavity insulation at th I e � 'I- �, I I I I I ­ :�" I I . . FORMALLY ACKNOMnGED AS REMSION TO THESE PLANS. .� . � . I I . I . . � - �� . I. I I I interior of the basement wall. I 1. � I 1. I . 111 I I I I 1. �_�� I - � I 11 . . I 11 . :J� . I �', , - I TIC (HOUSE)(b) � I 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING N�OT LESS THAN 20 INCHES IN WIDTH I . I I � 11 I i� I I I I � � . . �I - 1, I . . � 1. AT � NA I I I I I .,; . I I I ­:. I � I I � EX. GARAGE � NA . . - "15/19" means R-15 continuous insulation on the interior or exterior of .the home or R-19 6avity insulation at the � I � ]�, I � �, . . .. SEAL: I �I DATE: , � . BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS . I � . I iii : I . ��, I . . :1 . I I I interior of the basement wall. "15/19" shall be permitted to be met With R-13 cavity insulaii6n on,the interior of the .1 : . I I . I I 1 11 I c. : I . � I . I . . � - ,;. . . � I �� �NOV 15, 2025 1 519.6 sq.ft. NOT LESS THAN 30 INCHES I I I 11 of the home. "l 0/1-3" nieanst!R-10 continuou � i 11� I I� I I I I :,� ` - I I . . basement wall plus R-5 continuous insulation on the interior or exterior s . I I i, I : . I . � I I . I �t: � I . . . I . i� 7 ' ' i I � ; - � r I . . � � PROJECT NO: ' I NA � . or of the home or R-13 cavity insulation at the interior off ithe basement wall. I 1. % .1 � I I 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN I insulation on the interior or exten . � I . 1. I Ill I I I . I � :,", I 1 . 1 . . I !� I . I I . � I . I . . �� I - 1 I . . 11 I I �i, : I I "�f , - . I 11 � . T � I 1 . I I J, I ; . -- I I � NA , , . 2 INCHES VERTICAL TO 12 UNITS HORIZONTALi ___ I I d-. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation - �), I � - I 11 I I . � I ,�1, �- ! I I ­1 I I .. , I I .. T 1203-2025 �,1 . - I . . � i� .1 � . . . I li OF NEYI), � I - I . n I I I . 1 . . I R-value for slabs, as indicated in the table. The slab edg � I � I I I I I 11 � . I I . I NA I � I . e insulation for heated slabs shall notbe required to - il I I . I I 11 __ �. 1 -__ I I I i � , � I I ,�_ , � . ­ \ . � I I I . . I � . . NEW DECK , . 466 sq.ft. I ; . 1 3. REQUIRED INSULATION DEPTH IS LESS THAN' THE JOIST.OR THE TRUSS BOTTOM CHORD � I � � extend below the slab i 1. I ; � . 1 � 1; � � I . . I I . I . 1 -111, I. C()) 0 1 BDK . � . � I �; � I � MEMBER DEPTH. � I I - . I . � I I ii � I I � . I i % j� �01 � .1 . . I - I 1; I I � ,� �� I I I t I . I . � I 11 -- . . . ­ I (" ,;Z-�, . 1 � 11 .- I I I I I 1� ,��, � -, ' I .NA I . . - , - e. Reserved I I I I 11 .; I jlili I . I I � I I! I CHECKED BY: I I . I I T . I I � ­'. I I THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE I I I I � I f � � � . � I . . . . . , . .f. Reserved I I it I I 42 sq.ft. I I I . j � � 11 I 1 ql i � I I I I � I 1. ( 1. 'i.�, * I I . I I I I � . . I . i ! I , �1* I . . � . . . I � I ii", I I - , ,11�.. I . I � . DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS I I . . . . I .� � . 1 7 1 . . I � I 11 V . I ! � � . �� I I I r, . -v ue of R-19. . . I I I . I I POOL HOUSE/ CABANA NA �� - . ,� THAN 10 POUNDS PER SQUARE FOOT. - I I . 9. Alternatively, insulation sufficient to fill the framing cavity and., providing not less than:-an R .. I I : . .1 I I , SHEET NUMBER: I . I . I � . I - I, I I I � . . . . 1. I . � I . I mean !R-13 cavity insulationi I I i .I � . I � �` ' 'I I I 1. . � ..... i I.-I I , TURE NA . : r, I . i I � I � I I . 1, , � I I h. The first value is cavity insulation, the second value is continuous insu'lation, so ?'13+5" � I � I , I I � "I . . I I . I I 11 . . h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A . � . I � . . I I ", � I . I . ­ - I I � � � - . .. plus R-5 continuous insulation. I : I i I . . � . . I I I I I . I I I I I . I � . I ­­ . 1 . . m � � � I I I � � i - I . � � . I I '� ., . I . SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACHOF THE I I : I I I I I � I . � 1. � 4 ­ : I . . � I i . I . i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when rm than half the I I � . � - . . .1 I I I DS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD bN THE I I I I I .1 I . . I � I � . . . I I insulation is on the interior of. the moss wall. � I I � I I . I 11 I I . 11 I 1 . �. . . I � I I 1 . IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE I ,i I I I . I !, I I . . � I � � I � I I � I I �, �� I . � , . � � � . I � . I - 11 I 11, ;� � � I . I ­ I . . J , . I I . I I I I ­�,,,, � . . . I I I . , . I � I I I ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. I . . . . . I i . I .1 'i I ss, . I . I I (a) WITHOUT STORAGE r I I . . I I I I i� I . � � I I . � I , . I I . � I . � I I I � I I I 11 I I I I �;!I I . I . . I I I � . . � 11�, � . I � . I I � l�, - I I .. i (b) WITH STORAGE � � I I I . � I . i . . I - 1 . .1, I I I .I . . .. 11 I ,� . �i! I � I I � i . I . I I. � I I I '.1 I I .. � I i . . I I : . I I I I . . q, . I I . .� . � I I . .1 I 111 � DOB. NUMBER: OF I . . � � I � I I � I . I � . I I � - � . � E I I I � . % I I I ; . . I I I I , � . , , ` I I lk . . ', I I 11 I I I . � I � . I I I I . 1:1 I � I , I I 1. . I I I & I . . , - I . � � I � . - I 1. . - I I . . I i I . � I � � i - I I .1 �, I I I � I I I I I I I . I I , I I ,I I I I I � I I : - I . . � I I I I I . I� ,� I . I ;[ . . - � I � - I I 1 1 1� I . I il-I.. I I I . � I I I I .1 I 11 l . � . I 11 . I I I � I I I I . I I I I � ji I - . ,i� � I k I I . . I . . . I I � I - �1. I . . . - I i, � I I . .1 . 11 I � � I , � � I . 1. . � I I I . I , . Ji i I � � . I . I I I I I � I . � � . � I . , I I I . I I . (D KEHL-DESION-ASSOCIATES, u.c I I . � � ,�, " .-I. . � - il .1 I � I I . I � ... I I � . . � � . I I I . I I I 1. . I I.� I ;t . I . - r . I - ��, I I . � I I . I I I . I I . 11 ., - � I I . . � , � r . I I I I 11 I ! I . I � I � I � q I I I � I . � I . :_ . . I I I I I I li-11, , I jf I � 11 . �. . I I - ,� -.� ,:It I . . I I I - � � I . . I ; � lt� � I q . -.1 4 . I . I 11 I � � I � � I I . . I I � 11 I I . '---,___7-7-7-7�� ;GR S; N SD OU SN W OW 0 OAD 1 [2 5L I sl q i / \D1 11' - I I I I .� . I " . � I I . . � I I I I I I -, , , i� . . . . I � I � ... 1� . I I 11 . . I .I � I I - � "r . I . I I I , I . i I . I I �,�. Ii! I � 1; I � I I � I I I � � ,, I I . � � � � . � .� ,'­ I I . � I . i r I . I 1. I I I J! . . . I � I . I I � ._,� �I ,�, � I � I . i . I I . .. I I 11 I � I I . . . I � � . . I f I il I . I I I I � . I I I I l� � I . I I . . . � it � I I . , 11 I, I . I I � - I � � I � � - � I I I � I �� ,;�, I I I . I ll , . I I . . I . 1, I � I I I . I . I I I I � . I � ­_., I I I � I . 4., 11 I I . I I . I . . . I I . .: I � I I . , - I I . I � . �. I . I I . . � , . I % I�, � I 11 I I I I . - I ­ ii i'l, I I 11 - � I I I�1' , . I I . . . I I . I I I : I I . . . . �- . . � � 1. . I . I . I 7 i . I I I . I I , , .. . I , � I � . I I I I - � I I . . . � I . I . . I - � I I . I . "t, ''. ., I ;� ".. � I . I 11', .1 I I I . . . I i� I � I I I. . , 1. I � , I - . , I ` . ''. . � , I . .. - . I . _. -1 -- � ... - I ­ I— - __ . - -1 ,I I I � . .- I.-'t_ 0 � ,-.�I,��!:�:_ - I I I - - , . "-: �,,, ­, ��I­i?.,r,�,�is , � , ­­��......,"'.."i �,­,� t- ,.�,4­�,'' I I . . ,' ......: _--_ .�­.:__ . . I __-1-------'I--- _ I ­__11.1...I...J_., . -.-- --- - )i_____ - ____ ___--------__�.._ ____ - .% -__�i� I ��, ­_ - . t., 11 1_4_..�,.Z_­-�_,_­ . . . ----:-'-- _:...�_ ___L�.�,_ ____ . . ­_,-- I I— ____­,-.�*­­,�­1t­_ P�­r,._�___ ­­­_ - I I SIMPSON STRONG-TIE CONNECTORS SPECIFIED FOR CONSTRUCTION, USE A MINIMUM OF TWO 8d NAILS THI DOUG-FIR LARCIH / SO. PINE UPLIFT SIDE (IF TRUSS. MTS20 LTS20 ALLOWABLE. LOADS 1.2 LOAD PROVIDE (1) HGA1OKT ON FASTENERS 0 SIDE OF CEILING JOIST LATERAL WITH TOTAL FOUR MODEL CA UPLIFT UPLIFT (133/160) 8dx1 I" CODE 8d NAILS AND ON SIDE OF RAFTER NO. TO AVG 1 111; I NAILS REF. INTO 'USS J. RAFTERS/ 'o 'u ULT. (1133& STU PLATES STUDS (13 3) (160) F, F2 X_: TRUSS 160) 1 SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCT10N TAKE-71UP WASHER D ESIGN ASSOCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 — 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES residential & commercial design e consulting H6 16 8-8d 18-8d 3983 915 950 650 5. 44 BLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ALLOWA ARTJ'x12 DIMENSIONS FASTENERS TWO PO,Box 1675 hone: �631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS P MODEL CA — AVG INTO Southold,New York 11971 E-Mail: ssbn654@optonline.net MAX, CLEAR ULT. LFTA� LFTA REF. NO. PLATES L OTY )IA ij- 2' 2J" 3. 3r 1j" 2" 21" 3" 31" WIDTHSPAN __11 I . . Z: L EIGHT 8d NAILS Kehl Design Associates,LLC Oforrn6d DAKAssociates,LLC INTO SP4 7; 16 16-10d 4260 1205 1400 5, 44, STUD 7 LFTA 21" 17" 381" OWNERSHIP & USE OF DOCUMENTS: )OUG-FIR LARCH SO. PIqE ALLOWABLE UPLIFT LOADS FASTENERe 10d x 11" CODE These drawings and specifications.including the MODEL L AVG 10d NO. ULT. REF. LFTA 00 ideas, design and arrangements represented X 1j" 10d LSTA21 therein, are the property of KEHL DESIGN t(133 160) (133) (160) ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 14-10d 14-10d x 14" 3116 1000 840 1000 3. 41. 128 00 00 HGA10 with any work or project other than for which it they have been prepared without written consent. MTS20 20 14-10d 14-1 Od x 14": 3116 1000 840 1000 3. 41, 128 ARTJ-x12 DETAIL K 90 LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3. 41 CNW 5,, COU�L (`_�COPYRIGHT 2024 KEHL DESIGN r ER NUT STU 8 ASSOCIATES, LLC. ALL FLOOR DETAIL �'F' ��J 0 DOUG-FIR-LARCH/ Equat rumloer of— SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL So. PINE CO13E TYPE OF �DIRECTION ALLOI specif led , nalts in TAKE—UP WASHER COPYRIGHT,LAW. PLANS MAY NOT BEI REPRODUCED WTHOUT MODEL CONNEC- ;OF LOAD N BLE LOADS REF*. 't OOF each, end TION FLOOR R (133/ WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE Simpson Strong—Tie (125) �4 160) 00) NO. (10 S LE PROPERTY, OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT G 515 645 670 CS16 5 AR I 8"xl 2 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39,, 97 DETAIL "H11 EXCLUSIVELY TO THE BUYER, WTH WRITTEN PROOF OF PURCHASE. H 1 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS�""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ-xl2 E 3TUD ULt'LECTION D FLEC11ON CODE AVG LENGTH OF BOLT 2�3 AT HIGHEST MODEL AACHINE AT HIGHEST REF. NO. ANCHOR 3OLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BASE BODY B4 SB H 13 DESIGN LOAD DESIGN Acceptance of these drawings does not authorize the right to GA H W so CL DIA5-8. 0: GA )_TY[DI A WHEN RAISED OFF 0 lr� 2" 2J-' .3j" 51- F6AD THE SILL PLATE build without the authorization of local governing agencies, such 0 I . Suffolk County Dept. of Health Services, Town Building 0 (IS 5 77 4 2j" 2J" 8* 2A" 12150 1555 2055 256 2760 0.058 0.0 2, 43, 82 1, 0 H02A 16 12 Departments, DEC, FEMA, etc. Vedfy all Conditions, codes, ir 'A" and requirements with such agencies pdor to construction. MODEL DIMENSIONS FASTENERS ALLOWABLE LUPLIFT LOADS AVG NO. DF SP CODE W L STUd PLATE ULT. (133)2 (160y REF. WORK NOTES: SP4 71" 6-10d x I J" 2917 735 885 7. 40, 127 R301 -DESIGN CRITERIA "AS PER THE DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TrENSION LOADS CODE L MODE CA REF. Ole SIDENTIAL CODES OF NO. W L 'L-S F 14AI (1L0000)R I (13M) (160) .1 . Ole NEW YORK STATE LSTA21 20 21 905 1 12205 1295 7, 40, 90 DIMENSIONS FASTEN17RS (TOTAL) ALLOWABLE TrENSION LOADS CODE MODEL CA REF. I NO. W L 14AILS 1 (100) (1323) (160) Simpson Strong—Tie -STU 8"_ AND PARTS THEREOF SHALL BE CONSTRUCTED TO MSTA24 18 il- 24 18-10d 1 1 25 1 13570 1640 7, 40, 90 LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD TOTAL ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, MODEL FASTENEERS NO. t: L END CA CUT LENGTH (TOTAL-) SPACING REF. HD2A TAKE—UP WASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS (LENGTH L (i oo� (13�5 160)2 oc. OF ROLL) (IN A ROW) � NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF �97" THE BUILDINGS AND STRUCTURES IN ACCORDANCE CS1 6 28-84d 1235 1650 24" ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 150' 14" 116 CLEAR SPAN +31" 7, 40, 90 WITH THE PROVISIONS OF THIS CODE SHALL RESULT NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DOL-UG-FIR LARCH/SO. PI WABLE LOADS MODEL - IDN. ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION IN A SYSTEM THAT PROVIDES A COMPLETE LOAD HEADERS. CA tAVG IUP FT IFLOOR (100) SNOW (115) ROOF (125) CODE NO W H B JOISTS uL.1. BY A LICENSE PROFESSIONALANGINEER, PLACES DETAIL 'IF" PATH THAT MEETS THE REQUIREMENTS FOR THE 110d 16d (1353)1(160)1 10d I 16d 10d 16d 1OdT16d REF. ALL LIABILITIES ON THE CONTRACTOR. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN CNW— WS46 18 3&" 41" 2 4-16d 6076 11140 11160 1=� =]1000 � 1156 1250 7. 40, 127 4-16d DETAIL THROUGH THE LOAD—RESISTING ELEMENTS TO THE HUS210-2 14 -3," 2 .-16d 8-i6d 6076 1 .155121051 11650 — 1900 —1*2065 1. 36, 84, 122 COUPLER NUT FOUNDATION. BUILDINGS AND,�STRUCTURES STU CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE ARTJ-xl2 DOUG-FIR LARCH/SO. INE ALLOWABLE LOADS FASTENERS UPLIFT LATERAL 'CODE DEEMED TO COMPLY WITH THE REQUIREMENTS OF SIMPSON MODEL AVG UPLIFT (133/160) REF. NO. CA ULT. TAKE—UP WASHER THIS SECTION. 16 ITO RAFTERSI TO PLATES+TO STUDS (133) (''0) F� 160 R301.1.1 ALTERNATE PROVISIONS r HGA10KT .14 14-SDSJ x1J 4-SDSJ"x3, 1523 435 435 11165 1 940 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE'LIMITATIONS OF THE THIS CODE AND THE.LIMITATI','ONS HEREIN. WHERE MTS16 USE A MINIMUM OF SP4 ]N CONJUNCTION WITH ENGINEERED DESIGN IS USED' TWO 8d NAILS THIS MTS16 SIDE OF TRUSS. CNW THESE STANDARDS, THE DESIGN SHALL COMPLY HD24 COUPLER NUT WITH THE BUILDING CODE OF'NEW YORK STATE. LISS SIDE OF TRUSS. SIMPSON SIMPSON CONSTRUCTION MANUAL '000 TAKE-UP WASHER (WFCM) TOTAL FOUR 8d NAILS TWO 8d 14AILS THIS TOTAL FOUR 0 SE A MINIMUM OF SP4 0 T STU LSTA21 ANCHOR BOLTS 1) AWC WOOD FRAMED Strong—Tie . 8d NAILS LSTA21 HU S210-2 2) AISI.STANDARD FOR COLD—FORMED STEEL INTO TRUSS FRAMING — PRESCRIPTIVE-METHOD FOR ONE- 0 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) FI REV: (D 06-30-26 TWO' 8d NAILS PROJECT: 8d NAILS INTO INTO STUD Simpson Strong-Tie PLATES DETAIL "A" H7 EIGHT-,- o Sd NAIL ooao PRESSLER . , oo DETAIL D DETAIL 1111311 DETAIL INTO STUD Simpson Str(ong-Tie H7 Simpson Stron Tie g- DETAIL 1111 RESIDENCE o ROD SYSTEM FTA LFTA BP LFTA 425 LAKE 'DRIVE NOTE: DRAINAGE & ROOF! RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO [HAVE LEAD COATED COPPER SLEEVES COVERS RUN OFF FACTORS ASPHALT = 11-.0 , ROOF =� 1.0 SOUTHOLD, NEWYORK -0" DEEP. POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 11'-0" DEEP POOL x 6' DIA. 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. 42.25 cu.ft. per vertical ft. SCTM# 1000 59.-5-21 1 —0" DEEP POOL x 10' DIA. 68.4 cu.ft. per vertical ft. ' DRAWING TITLE: LTP4 Ll HOUSE ROOF AREA 2514 s SIMPSON WINDLOAD LTP4 MAIN HOUSE- V CHARTS & CALCULATIONS A x R x c LTP4 STRONGJIE�DETAILS A = 2514 sq/ft Ilctl DETAIL R = 2" RAINFALL .17 ft PLUMBING DIAGRAM 113" THROUGH ,R 0 0 2�d FLOOR Z-117HROUGH ROOF' 2—J FLOOR Simpson, Strong-Tie OOF C COEFF. 1.0 ----ROOF AND, F(oor—to—Floor Connections V 2514 x 1 x .166667 419 C.F. LTP4 DETAIL "JB" ROOF RUN-OFF CALC. LTP4 NOTES: Simpson Strong-Tie 4-19 / 42.25 VERTICAL FT. FT 9.9 V.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE FLoor-to-Ftoor Connections USE (2)8' DIA. POOL 5�0' DEEP 10 V.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2" 4 2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL. OR HELD CONDITIONS AND DIMEN90NS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Ridge Strappin UE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 9 G ST BATHROOI�; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE S A 11� 4,19 22.3 VERTICAL FT. FT 19 V.F. 'UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT L T 30 I at FLOOR F 2�d FLOOR 2. USE (4)6' DIA. POOL 5' DEEP 20 2 SEAL: DATE: NEI SUBSTITUTIONS POOLS TO BE PLACED ON OPPOSITE SIDE OF NOV 15, 2025 A(l, framing hardware shown on these plans, WCHEN t LAUNDRY 2 2" 2 2- PROJECT NO: HOUSE AND/OR LEADERS TO: BE PIPED TO unless otherwise indicated, is Simpsoin Stron —Tie, 2.. ROOM 9 1203-2025 DRAWN BY: TER TH 00�1 No sulostitutions are approved or aluthorized, 2" M Due to the relationships of framing hardware to 1 at FLOOR POOLS (1/2 OF THE ROOF TO DRAIN TO EACH OF NE4, the other components of the structure, any f raming FLOOR 2" 2" POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC I. CO*, BDK SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION); . CHECKED BY. hardware sulostitutions wIL[ render these pLans nutt and vol;,Cl, and Witt. resu(t in the instalLer/contractor. assuming responsiloitity for the design and 4" F.A. VENT e" HEET NUMBER: BOVE GRADE 'L COVERS TO BE TRAFFIC BEARING IF LOCATED AL performance of the entire system, C.C) IN' AREA WHERE TRAFFIC IS TO BE PRESENT. 4 APPROVED 4" CI TO SCWA E: SEWERAG SYSTEM 051684 HOUSE G2 Ridge Strapping TRAP IF A MULTIPLE POOL SYSTEM IS USED AROUND SSIO'� Detail PLUMBING RISER DIAGRAM (NTS) THE HOUSE, THEN EQUAL PROPORTIONS OF THE DOB NUMBER: OF ROOF SHALL BE DIVERTED TO EACH POOL. 4� p L-DESIGN-ASSOCIATES, - - i;%+` 7 op;.,°F"<" v .^"a<:✓/fir - r,C• %!, :;L„afzlvoraL',.; -- --- A , 8- - -0 1-0 a*. - - --- --- --------- , 1-31�Z" -0 ' � � z , 6 I- , ale. KEHL DESIGN - S GN ASSOCIATES T.rc c `, residential 8.'commercial design m consulting o Girder 3 2x10 ACQ Girder 3 2x10 A Girder 22 Big Foot Conc. R w NEW 8 Conc.Filed Sona Tube an c i o .. SEE CONSTRUCTION SEE CONSTRUCTI N SEE CONSTRUCTION P0.Box 1675 phone: 631 433 9084 1- L Shaped Rebar m center I ) GARAGE e n O P ' DETAIL 1 1 Southold,New York 11971 E-Mail: ssbn654@optonline.net DETAIL D101 Min.3 Below final Grade I p 0 DETAIL D101 p 4 PC. gob with 6x6/101 Go,WWM. - c Rebar- 9 4 Kehl Design Associates,LLC formers b A K Associates,LLC (2)#4 Over 6rm1 Poly — — r-s r-2 r- 2 Vapor 18arner o 8 FOUNDATION OWNERSHIP & USE OF DOCUMENTS: Grade _I 3 4 Rebar' Wall 8 FOUNDATION 3)#4 Rebar Wall3/1„ N o Tis Equally S aced _I B 9 Y P - Ties Equally Spaced BUTTRESS - _ . 4 Vertical Rebar 4 0 oc. _ q Y P �I 3 lY' _ 3 4 # I � '(a� BUTTRESS + %' These drawings and specifications Including the 8" P.C. Foundation DETAIL C101 �. ideas design and arrangements represented 2 4' Rebar DETAIL C101 , g g P ( )# - x 8 r Conc. Ft ❑ ❑ therein,• are the ro ert of KEHL DESIGN 0 ,Keyway2 0 9 O O » P P Y 2x4 i � .1 -8 x 8 n F_ _ I 3 2z10 ACQ Flush Girde 2x10 ACQ Flush Gird Conc. t . / » O 9 ASSOCIATES LLC. No art thereof shalt be M M w 4 4 -Rebar L.W. ,�( � , p /( ) # 2-0 x 8 Conc. Ft . /!i i i 'lam 9 / �.' w/(4) #4 Rebar L.W. copied, disclosed o others or used In connection GARAGE and 4 Rebar'."® 2 oc S.W. - , P - - # w 4 4 Rebar L.W. • - I /O # FOUNDATION / Sa • N and 4 Rebar 2 oc. with on work or project other than for which FOUNDATION _ t<i _ # v P � Min. 3 0 Below Final Grade , , FOUNDATION o and #4 Rebar ® 2 oc. S.W. _ _ S.W. the have been prepared without written consent. II DETAIL B101 M I , Y P P „ I DETAIL B101 - r _ N N Min. -- Below F- - Grade �, �: Min 3'-0" Below 2 o x s Corn.,. Ftg. DETAILA101 ------ ----- — ---------- --- -- =— J �------ ---- -,-__-I w 4 4 Rebar L.W. Final Grade and 4 Rebar ® 2'oc. S.W. - MasonryRou h 0 enin • # ,, - T 9- P - g • I C COPYRIGHT 2024 KEHL DESIGNASSOCIATE Min 3 0 Below Final Grade for 6rx 8 Double Door OUNDATION O S, LLC. ALL FLOOR —— ———— —— —- , r— , > PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL r- » I DETAIL B101 _ I - Provide x18 Anchor .� I Provide x18 Anchor N I N N _ N COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT _ o I I _ 2-0 Bolts Max. 32 oc. .-�., Bolts Max. 32 oc. � ,c 1 I WRITTEN AUTHORIZATION, AL P AN GARAGE I I -7Y' I - E L PLANS D DESIGNS ARE THE » » = s _I , —— — SOLE'PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 2 0 x 8 Conc. Ftg. 4 PC. Slab with 6x6 10 Ga. WWM. � �, , / ^ _ 4 PC. Sob with 6x6 10 Ga. WWM. E _ / TO BUILD-ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED FOUNDATION W 4 4 Rebar L.W. I -I N I /O # Over Emil Pdy Vapor Bamer ..ice. I J _. _ Over 6m1 Poly Vapor Border ; I » Y P EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. f and #4 Rebar ® 2 oc. S.W. I I 3 Steel Colwmn , - I Grade Al1 Min. 3 0 Below Final NEW 3 Steel Column Blco C Door .:DETAIL I _ _ I I : � I NEW • 2 0 x 8 Conc. Ft 2 • Foundation To _ 9 , 1 8 J I _ CRAWL`SPACE _ _ r- -T N , w/(4) #4 Rebar L.W. r N :CRAWL SPACE -bet Below _I Acceptance of these drawings does not authorize the ri ht _ and 4 r S.W. Main House P 9 9 t0 # Reba © 2 oe. I - Provide tress ale , , , 'o Provide Stress` r » 2 0 a ie Foundation Min - I w r e 2 x2 x1 Conc. Fitg. build without the authorization of local governing agencies, such 3 0 Below Final Gad - , , , � t ----- J 9 9 9 . . Cuts in Conc. Slab 2 x2 x1 Conc. Ft Cuts m Conc. Slab —� g J w 3 4 Rebar E. r as Suffolk Count Dept. of Health Services Town Building To Minimize Cracks /O # _ E y P 9 4 ` w 3 4 Rebar E.W. _ S Co To Minimize Cracks , -�+ e r N D o .: __ Departments, DEC FEMA etc. . Verify all conditions codes • • _, m Provide .Stress Re lie x -- --J and requirements with such agencies nor to construction. _ I q 9 P Cuts in Conc. Slab I 63/" -6�/' -6 -6 ' 3 5 -5 -5 .r 4 4 to 4 , ^ To Minimize Cracks I ( 3 Steel Colum 3 Steel Column 3 Steel Column � 3 Steel Column 4 _ , { 3 Steel Column ..L� 2-0"-x 8" Conc. Ft _ L J � 9 WORK NOTES: w 4 : » ,. » ;, 4 Rebar L.W. J d • 2 1 x9 LVL Girder • x9 LVL Girder 2 1 x9 L Girder , • 2 1 x9 L L_Girder 2 1 x9 LVL Gir er � � � 2 1 x9 O1� � ( FOUNDATION , I BMIO � o O � � o C o ) o � BM I and 4 Rebar ® 2 oc. S.W. - i o r" � -rt — —_I — — _ _ — # � R301� DESIGN CRITERIA AS PER THE N _ _ i NEW OC N N N L it er N PO » DETAIL B101 I I 3 Steel C umn Min. 3-0 Below :Final Grade _, NEW I; J ' I .� � � 2020 RESIDENTIAL CODES OF 13 GARAGE 1` NEW YORK STATE 2 —� , o FOUNDATION HOUSE 2 0 2 0 _ > 2 x2 x1 Conc. Ft I rn GARAGE r I I g 2 x2 x1 Conc. Ft c _ „ a, x2 x1 . Conc. Ftg. 2 x2 x1 Conc. Ftg. 9 - DETAIL B101 E w 3 4 Rebar E.W. .� R301.1` APPLICATION I IN AN I x I Provide x18 Anchor _I /O # I BU LD GS D STRUCTURES, w 3 4 Rebar E.W. N or FOUNDATION I » N w/(3) #4 Rebar E.W. w/(3) #4 Rebar E.W. �O # I u, Bolts Max. 32 oc. - c AND PARTS THEREOF SHALL BE CONSTRUCTED TO > •- w SAFELY SUPPORT ALL LOADS INCLUDING A DETAIL A101 NEW NEW h*.r —— — — —— DEAD L I _ W E _ I- _ LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 4 PC. Slab with 6x6 10 Ga.WWM. N ,,., Rebar I � SNOW LOADS, WIND LOADS AND .SEISMIC LOADS AS (2)#4 I I I CRAWL SPACE CRAWL SPACE I _ r - Over 6m1 Poly Vapor Border �. rn m 3 4 Rebar Wall I; O# FTOUVtMinimize i a Stress Relief x : x PRESCRIBED BY.THIS CODE. THE CONSTRUCTION -0F L _ _ rn 2-0 2 0 4 PC. Slab with 6x6 10 Ga. WWM• - 4 PC. Slab with 6x6 I - 4 PC. Sob with 6xt;/10 Ga. WWM.' / /10 G6. WWM. I v Ties Equally Spaced s In Conc. Slab o N _ G YTHE 11 Grade , , , E BUILDINGS NGS AND STRUCTURES IN ACCORDANCE • � . , Over 6m1 Poly Vapor Border � Over.6m1 0l � ro c� � N Over 6mi Poly Vapor BarrierY p •� - Poly Vapor Border �., Y Cracks I WITH THE PROVISIONS OF THIS CODE SHALL RESULT #4 Vertical Rebar 4-0 oc. � -, _�. ; N- FOUNDATION 8 P.C. Foundation >' IN A SYSTEM THAT PROVIDES A COMPLETE LOAD .: � Provide Stress -Relief - , l- , _ 2 PATH THAT MEETS THE REQUIREMENTS FOR THE Dam Proofing _ I BUTTRESS P 9 . 21 4Y' I ' ' Cuts in Conn' Slab � _ �_ _ 4 2 x2 x1_ Conc. Ftg , -� » . . TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN r I. I To Minimize C - Provide x18 . Anchor racks I A ` . � w 4 Rebar E.W. .� DETAIL C101 GARAGE » F., > N -J THROUGH THE LOAD RESISTING ELEMENTS TO THE I I , ;, Bolts Max. 32 00. : _ � -' r 2 0 x 8 Conc. F t I` FOUNDATION. BUILDINGS AND STRUCTURES g FOUNDATION � , .. _Rebar , 2 o-s0 : ... _ 0 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE (2)#4 A w 4 4 Rebar L.W. 34 7� /O # I I 2-s 01 � I DETAIL A101 FOUNDATION t m va ': � _x DEEMED TO COMPLY WITH THE REQUIREMENTS OF 2x4 Ke y > and 4 Rebar ® 2 oc. S.W. _ 3 Steep Column I- „ I Ls - Conc. F THIS SECTION. _ I DETAIL B101 .- � 2 0 .x $ c t � -- Min. 3 0 Below Final Grade -- ------ - T g d • ;r • N_ � " i. ' w/(�')^#4_ Rebar L.W. Masonr Rou h 0 enin �� 2 1 "x9 LVL Girder. 2 1 "x9 LVL Glider 4 PC. Slab iwlth Masonr Rough Opening -- gh -P-�-- BM ) o O BM I , -- ,�'� -r - - , , R301.1.1 ALTERNATE PROVISIONS _ and 4 Rebar O 2 oc. S.W. _ Garage Door for 9 x 8 Gara a Door # _ 6x6 /10 Ga. WWM. I , `for 9 x 8 g g 0 PO 2 0 —:_- -- ---- -- --- ---------- `� I ,- AS AN ALTERNATIVE TO THE REQUIREMENTS IN , Min. 3 0 Below Final Grade Over Emil Plol -t I : 2-0 Y - ---- - ---- - ----=- - = - ------ - - SECTION R301.1 THE FOLLOWING STANDARDS ARE » L —,_— — ----- Va or Gamier » 3 ;..: x 8 Conc. Ft P I PERMITTED SUBJECT TO THE LIMITATIONS OF THE 2 0 9 ,, Concrete Apron o 24 Reinforced Concrete Apron � I I � o � 8. o, 24 ,.;reinforced Concr P , P .• t I w 4 4 Rebar L.W. _�• �, N I _ THIS CODE AND THE 'LIMITATIONS HEREIN: WHERE _ , _ 2-0 - 2 0- _ 2 0 D M S.W. ,.� ,. I� ENGINEERED DESIGN IS USED IN CONJUNCTION' WITH: and #4 Rebar 0 2 oc. I NEW , s, THESE STANDARDS, T N A_ o �_ o o, :<` S D DS, HE DESIGN SHALL COMPLY.. Min. 3 0 Below Final Grade I cl - t > WITH THE BUILDING CODE OF NEW YORK STATE. w u CRAWL SP CE , To of Concrete a A N » I _ J 1•- _.. 2 0 x 8 Co c: Ft to be 1 Below the I , " » 4 PC.Slab with 6z6 10 Ga. WWM.. N DATI ON _ i w 4 4 Rebar L.W. I / r--I , . 1 W W FOUNDATION /O # To of the Crawl - I A C WOOD FRAMED CONSTRUCTION MANUAL P 2. 0 x 8 Conc: Ft , .• ) g I Over 6mFli Poly Vapor Barrier i n 4 Rebar ® P oc S.W.SP _ and I v, # Space Foundation ___ ____ I _ WFCM P w 4 4 Rebar L.W. I - I ( ) , MIn.-3 0 Below final Grade �: _. AI l T - 2 S STANDARD FOR COLD-FORMED RM ------ - -- -- -- - -- and 4 Rebar ® 2oc. S.W. _ Mco 0 ED STEEL DETAIL IB101 -- - - _ _ : _ I � ) # 60 _ FOUNDATION - - -_ 0 FRAMING•�— I _ G PRESCRIPTIVE METHOD fOR.ONE L ---=-- J Min. 3 0 Below Final Grade f!-O�2; �. -.AND T.WO FAMILY W ING DE ALB D ELL S A S S230_ - _ i I f-W4 7 o s 2 N 4 - 3 iCC STANDARDS ON THE DESIGN AND _ _ (CONSTRUCTION OF G STRUCTURES--_ --' €-- ._ - :.-- -- -- -= -- -- -- -- -- - - - - -- -- -- - - -- - - -- -- -- - - -- LOG S UCTURES ICC400 32 x 16 Vin Ins - 34-7� Glass G idin Window , „ » o 9 REV: _ 8 Conc. F _ 2 0 x t . I 9 � »N 2 0 x 8 Conc. Ft . Provide x18 Anchor9 w ebar" _ 4 4 R L.W.L CDX Ext. Sheathing /O # 06 30 26 FOUNDATION » 9� • , w �. . I I Bolts Max. 32 oc. I /(4) #4 Rebar L.W. . 2x6 .Studs 16 oc. and 4 Rebar ® 2 oc. S.W. Hurricane n m u ca a Strapping » and 4 Reb r P a ® 2 P 9 oc S.W. Min Below Final Grade DETAIL B101 . 3 0 Beo a Perimeter Beams I I MIn. 3-0 Below Final Grade 2x6 581r 2x6 AC SII.Q J_� dvantech SubFloor Horizontal Ac 2 5 o Izonta Rebar —� _ T . „ „ „ i Q� , 0 , 8 PC. Foundation BC1650 or TJ1210 AJS40 x 9 0 16 oc. • „ _ 5 Vertical Rebar 36 oc. 21 43'" 74 a � x 18 Anchor Bolts 32 oc. 4 . PRESSLER To of Buttress To Be 12. �: Below Final Grade 4 R an Stirrups - 5 eb ,: ( )# P RES IDENCE DEVICE Equally Spaced .. _ Q ,Y P Dam Proofing 9„ FOUNDATION PLAN 24 .Conc. Butress- ' NEW 42 LAKE 5 Horizontal Rebar- 5 DRIVE 5 Vertical Rebar. _I SCALE. 1/4 2 5 Horizontal Rebar- ( ) SOUTHOLD NEW PORK 48 xt0 Cone. Ft g 48"x 10"Conc. Footing _ _ Min. 3-0 Below i SCTM# 1 00 59 2 Final Grade # - DRAWING TITLE I T O f��l FOI. NDA BUTTRESS FOUNDATION PLAN DETAIL C101 r BED ROOM - KITCHEN DINING ROOM • t NEW NEW NOTES I x GARAGE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF.THE „ . GARAGE 36 High Handrail t , DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO.INFRINGEMENTS WILL BE 9 f as per N YS Code PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE F R Fl FI THE . .: 0 HELD T. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR .�, M UNFORESEEN FIELD CONDI110NS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION'TO'THESE PLANS. „ - " 2x8ACQFIoor Joists 012oc. --------- -- -- --- L - -- ------- ------- - --- --------------- SEAL: DATE � !,Hurricane Stra m x10 AC GirderP 2 2 Qp g NEW 3 4 Rebar 44A P f O# NOV 15 2025 �1 0 x CQ os I NEW NEW o M , Simpson 4x4 Post Base _ � i �• � Wall`Ties I -o P �.C.« i .. � i�� PROJECT N0. CRAWL SPACE Grade �� ,� M .� , � CRAWL SPACE _� _I -,, -, CRAWL SPACE.. , . o x18 Anchor,:Bolt _ , -2p _ ; „ Y: 2025 y 8 Conc. Filled Sona Tube ' r I W o I; _ DRA N BY, 2 4VerticalRebar --I--- ------ ------ O� �-- €. - PROVIDE HURRICANE STRAPPING M I OF E N IN ACCORDANCE WITH THE P F BDK I y - 2020 RESIDENTIAL-CODE OF � N J. C O CHECKED BY. off` �N - - - -------- -- ------ ---------- ------ ---- ------------------ - --- NEWYORKSTATE O Dia. Bii Foot ,F o 9 -- ---=—= --------- -------- — — --- .. Conc. Rooting - - -- .:^� SHEET NUMBER: (Min. - Below . 3 0 ALL HEADERS ARE TO BE ,. i Final r ade o Gc a 8 8 21 X LVL UNLESS —�0 0 ,, 3�" S 7-Till 4 hiscvOTHERWISE NOTEDAl 1 ONSTIRUCTION21 34 G0DEC�< C OF 73- NOTE: PROVIDE FIRE BREAKS ESSVA TAIL D101 AS PER DOB NUMBER: OF DE , THE 2020 ; , DATI NSECTION RESIDENTIAL CODE OF O , NEW A _ E OKSTTE c O KEHL DESIGN ASSOCIATES, uc SCALE: 1/4 = 1-0 y I I • • i , Y '. - - - - _ v/.:,- /"v.v.. �•, ... ..(F/ /..,, i,.::.: l ;:::::fib bu .. l' LED 3 KEHL DESIGN S GN ASSOCIATES LLc residential &commercial design.o consulting PO.Box 1675 phone. (631)433 9084 Sout hold,New York 11971 E Mail ssbn654@optonline.net p i Kehl Des! n Associates,LLC 0 formed D A K Associates,LLC ,.rz - OWNERSHIP & USE OF DOCUMENTS: ! 5-D - �1 - - - - - - - -0 0 3 3 0 9 These drawings and specifications including the Ideas design and arrangements represented t; s , 9 9 therein are the property of H , ,. P P Y KEHL DESIGN 33-0 8 6 ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection P with any work or protect other .than for which they have been prepared without written consent. C Q COPYRIGHT 2024 KEHL DESIGN E N ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS • _ ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE o y 14 2 T s SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT o TO BUILD ONLY ONE STRUCTURE FROM THESE PLAN I N S S LICENSED 30 EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. Acce tance of these drawin s does'not authorize the n h to I P 9 t 9 0 build without the authorization of local governing agencies, such I as Suffolk Count Dept. of Health Services Town Building Y P g Departments, DEC FEMA etc. Verifyall conditions, e Y t ns, codes, • - --- , and requirements with such agencies Prior to construction. . GFI GFI GFI WORK NOTES: \ R301 DESIGN CRITERIA;::AS PER THE 2020 RESIDENTIAL CODES OF E — NEW YORK STATE NEW R301.1 APPLICATION: BUILDINGS AND STRUCTURES NEW NEW t T AND PARTS THEREOF SHALL-BE .CONSTRUCTED TO SAFELY SUPPORT ALL LOADS INCLUDING DEAD CRAWL SPACE CRAWL SPACE , CRAWL SPACE SECURITY LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, LIGHTS f6 A SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS I, :. . PRESCRIBED- BY THIS CODE. THE CONSTRUCTION OF '. I THE BUILDINGS AND STRUCTURES IN ACCORDANCE u D e or, WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD I . REQUIREMENTS FOR THEI PATH THAT MEETS THE RE_. Q TRANSFER OF-LOADS.FROM 'sTHEIR POINT OF ORIGIN I THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES- TR S E � - -- - - - � e e � � CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE N NEW DEEMED TO COMPLY WITH THE REQUIREMENTS OF GARAGE THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION 1 1 THE FOLLOWING T E ON R30 . E OLLO G STANDARDS ARE -- --NEW NEW STAIR .- PERMITTED SUBJECT TO THE,..:LIMITATIONS OF THE C WELL THIS CODE AND THE:LIMITATIONS HEREIN. WHERE CRAWL SPA E CRAWL SPACE - . . ENGINEERED DESIGN- IS.USED=IN CONJUNCTION .WITH THESE STANDARDS, THE DESIGN SHAL L COMPLY , WITH. THE..BUILDING CODE OF: NEW YORK STATE. {r...:T AWC WOOD FRAMED CONSTRUCTION MANUAL , o 1 f ) A N 1_2 - -- S airs (WFCM) 2 AISI STANDARD FOR COLD FORMED STEEL FRAMING _ PRESCRIPTIVE METHOD FOR ONE— AND TWO A FAMILY DWELLINGS I -L D ELL NGS A SI S230 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 OC1———————— - --- ---- — — e — REV: ff 06-30-26 , I p 01 I NE W PROJECT: ,L I - CRAWL SPACE PRESSLER , _ RESIDENCE 425 LAKE: DRIVE SO TH LD NEW YORK RK I I I U O O SCTM# 1000-59 -5-21 N DRAW G TITLE: • I a I Q� 10 0 6 4 7� 21 4N 8 FOUNDATION TI N PLAN I NOTES. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE G I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AN BE Y RESPONSIBLEFOR Fl FIT. THE C D SOIE FIELD DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DU T UNKNOWN OR PLAN � EDFOUNDATION REFECTIVE CEILING UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4 = 1-0 _ WALL MOUNTED LIGHT OUTLET 110V OUTLET FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. HANGING LIGHT OUTLET SEAL. DATE. _ 110V 0 OR OUTLET F TV `tf' OTV ,;: NOV 15 2025 SURFACE MOUNTED CEILING 11 V T T FI- P T PROJECT NO: O 0 OUTLET G PROTECTED LIGHT `H'GFI - 1203-2025 .110V OUTLET'REFRIGERATOR OF DRAWN BY. � E- N 4 RECESSED LIGHTSE `H'REF � PROVIDE HURRICANE STRAPPING P ✓ J' BDK S IN ACCORDANCE WITH THE J. COO N 110V OUTLET STOVE N LED SECURITY LIGHT O S 'Ft' 2020 RESIDENTIAL CODE OF O NECKED BY. STOVE o NEW YORK STATE IMM SUPPLY AIR S EET NUMBER: FROM HVAC UNIT IN FLOOR ALL HEADERS ARE TO BE _ .._ - ® SUPPLY AIR " (2)1Y4'X 9Y2 LVL UNLESS O 051684 � OTHERWISE NOTED V i FROM HVAC UNIT IN CEILING ' A102 F � ESS10N - SUPPLY AIR , FROM. HVAC UNIT IN WALL NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF RETURN AIR TO HVAC °UNIT , THE 2020 IN CEILING RETURN I • RESIDENTIAL CODE OF , . < E RN AIR TO HVAC :UNIT NEW YORK STATE ©KEHL-DESIGN-ASSOCIATES, uc _ IN WALL HIGH LOW 01 is KEHL DESIGN ASSOCIATES, LLc residential & commercial design consulting 51 �0.Box 1675 phone: (631]433-9084 '-2 5r, W-6 U-6 0-f Southold,NewYork 1197,1, E-Mail: ssbn654@opton lne.net Kehl Deslqn Associates,LLC 0 formerly D A K Associates,LLC 5e V4e OWNERSHIP & USE OF DOCUMENTS: 3,4- 2V-0 . ..... 11, These drawi nd specifications including the ngs a NEW,DECK ADDITION EXISTING JUNE OF DECK ideas, design and arrangements represented erein, are e property of, KEHL DESIGN HANDRAIL REQUIRED IF 1 11 HANDRAIL REQUIRED IF I TOP OF DECK IS 30" SS Cl TES, LLC. No part thereof shall be TOP 'OF DECK IS 30" 33!- copied, disclosed to others or used in connection OR GREATER THAN THE OR GREATER THAN THE GRADE AT THAT POINT o Lot Si e Data . 1 with any work or project other than for which GRADE AT THAT POINT they have been prepared without written consent. NEN DECK Upland Lot Size 13,002 SqFt Ep U_ 1 20%. Lot Coverage 2600.4 SqFt scD 01 COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR *6 NEW GARAGE AND HOUSE ADDITION Deck iPLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 2 I i COPYRIGHT LAW. PLANS-MAY NOT BE REPRODUCED WITHOUT NEW GARAGE ADDITION 01 114- j.'WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE* I>< luj SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT W HOUSE ADDITIO11 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED L LINE OF NEW DECK ADDITION EXCLUSIVELY TO THE BUYER, WITHi WRITTEN PROOF OF PURCHASE. a_ __D L NEW DECK ADDIT.ICi 04. LotCoverage's 6 V i AX FWG12080-4 FWG6(D80R 608 Acceptance of these drawings does not authorize the right to 7 7f-�2_6_=�j House, Deck, Covered Porch, Bilco and Steps 2575 SqFt libuild without the authorization of local governing agencies, such 608Z DOUBLE.DOOR as Suffolk County Dept. of Health Services, Town Building —2-0 Generator 5 1/2"x 11 7/8" APB HEADER 10 SqFt L Ix Departments, DEC, FEMA, etc. Verify all conditions, codes, 15' 01 A/C Unit 9 SqFt 11hr Fire-Ra C) tE d 00 H N—GLO and requirements.with such agencies prior to construction. C> co UJ Door and UJI SL FujiMAC 80 R11 Blower 1 SQFt Asserribl) -7 IFr UJ CL w/Self�closing Hingfs Total! Lot Coverage 2595 SqFt �ORK NOTES: -T— E R301 DESIGN �CRITERIA AS PER THE 4— < D Wor is 2020 RESIDENTIAL CODES OF NEW YORK STATE BILCO "C" DOOR co J Master Bedroom R301.1. APPLICATION. BUILDINGS AND STRUCTURES, CLa Cc AND PARTS THEREOF SHALL BE CONSTRUCTED TO All Walls and Ceiling Living D e *61 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD to ,be Covered with 8" Type"X" Kitchen Room T, LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, C�! 11 > Fire-Rated Sheetrock SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS C-) (D n&Co. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF D or 00 E BUILD INGs AND STRUCTURES IN ACCORDANCE New 7, C-, T HV 00 — 00 WITH THE PROVISIONS OF THIS CODE SHALL RESULT CN IN A SYSTEM THAT PROVIDES A COMPLETE LOAD Garage M RO WINE 680 PATH THAT MEETS THE REQUIREMENTS FOR THE C 8 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN A REF. 2680 S THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES -6 2V" i5'- Sn6 0 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE WC( - DEEMED TO COMPLY WITH THE REQUIREMENTS OF DkWor 1, it I > THIS SECTION. < UJ M ter Bathroom UJ A' NATIVE TO THE REQUIREMENTS IN SECTION R301.1 ;THE FOLLOWING STANDARDS ARE F _J -6!- PERMITTED SUBJI�`CT TO THE LIMITATIONS OF THE c<a -cq E Cl. THIS CODE AND THE LIMITATIONS HEREIN WHERE DBIL Dining .?080 <1 cL ENGINEERED DESIGN IS USED IN CONJUN C'TION NTH OVEN Linen THESE STANDARDS, THE DESIGN SHALL COMPLY Cr Room UJ WITH THE BUILDING CODE OF NEW YORK STATE. r--3-0 Foyer p Laundr) Cl. DBL 1 AWC WOOD FRAMED CONSTRUCTION MANUAL 00 Area Co C> rea 2s e or DOOR 11� I , I no. A/C (WFCM) la 068 x Compres 2). AISI STANDARD FOR COLD-FORMED STEEL PANTRY D sor 7"x 18" APB HEADER D e 0 gnan FRAMING PRESCRIPTIVE METHOD FOR ONE- 9 811-01:1 GARAGE nR__ OH GARAGE QR AND TWO -S230) SHELF FAMILY DWELLINGS (AISI f 'CO4 T __J 4:53080 U RGONSTRUCTION OF LOG STRUCTURES (ICC400) CX15L CX15f 0 CX155L CX1:5 R CX(155R 3" CX155L 3 3" 3- 2668 Sm SM Sm Sm REV: Is D _1)U C1 V overed Entrance U0 t2 30 Bathroom %P 0 Bedroom Office 41 A Ujim c',:i.' r u PROJECT: 0 3' 2 P J_ RESSLER C1 45L C145L �L, C145R' 3`4 2 RESIDENCE is 425 LAKE DRIVE OUTHOLD, NEWYORK ATTIC ACCESS 6—Or4 1014— 4!— I'-5r4— SCTM# 1000-59.-5-21 -4-1 r DRAWING TITLE: INEW FIRST FLOOR PLAN is —2W� NOTES: FIRST FLOOR PLAN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 11-011 SCALE: 1/411 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT --S.8Y4 r ­-J66 T 14 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: oo NOV 15, 2025 PROJECT NO: 1203-2025 V-2 PROVIDE HURRICANE STRAPPING DRAWN BY: OF NE BDK IN ACCORDANCE WITH THE J. CO 2020 RESIDENTIAL CODE OF CHECKED BY: NEW YORK STATE SHEET NUMBER: ALL HEADERS ARE TO BE (2)lY4'X 9r2 LVIL UNLESS < OTHERWISE N, OTED Al 03 4 NOTE: PROVIDE FIRE BREAKS ES STAIRWELL DETAIL 0"C' . loll,\ AS PER DOB NUMBER: OF SCALE: 1/4" V-0" THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, LIZ is a, I _ i r , r a 1 KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting I 1 I; 2-0 �s-4Y' t 1114 PO.Box 1675 phone: 1 -9 p ne: (63 I433 084 - , _ _ o-s o-s 4'-to' 0'-e' Southold New York 11971 i' 4 t o t o 2 1 s/,' t 7�' SN_ E Ma 1. ssbn65 Qopton6ne.nef I i _ Kehl Design Associates,LLC o formed D A K Associates,LLC �, —� a - I s OWNERSHIP & USE OF DOCUMENTS: � I I < 25- 13-0 20-0 3� i I i These drawings and specifications including the G, I NEW DECK ADDITION 1 ideas design and arrangements represented I i , � , 9 9 P EXISTING LINE OF DECK -- -- therein, are the property of KEHL DESIGN ASSOCIATES LLC. No art thereof shall e f p b I copied, disclosed to others or used. in connection with an work or ro ect ;other than .for which 1 they have been prepared without written consent. , i , N DECK U i I C COPYRIGHT 0 4 2 2 KEHL DESIGN ASSOCIATES, LLC. ALL.FLOOR Deck Z �- — PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 2, , , . I -. 2s-o EXISTING Lo ATIDN of DECK COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT I` 2 0 I i � 1' � I N i NEW ADDITION Z c WRITTEN AUTHORIZATON. ALL PLANS AND DESIGNS ARE THE r ,_ , , , t o 1, o - -, 9-4Y' -7� : r SOLE PROPERTY OF KEHL DESIGN .ASSOCIATES LLC. THE RIGHT NEW GARAGE ADDITION W HOUSE ADDITIO TO I N N STRUCTURE``. I I _ BUILD ONLY ONE S UCTU E FROM.THESE PLANS IS LICENSED f _ ( SECURITY � 10 '� t r I I LIGHTS EXCLUSIVELY TO THE BUYER WITH14RITTEN PROOF OF PURCHASE. SECURITY SECURITY I � H LIGHTS I NEW DECK ADDITION ;I LIG TS I � 1 I GFI GFI J2N. � Acceptance of these drawings does not authorize the right to AX2 v I FWG608 FWG12080-4 G6 80R FWG608 P 9 — — build without the authorization of;;local overnin a encies, such 9 9 9 i t e t. of Heath.Services Town Buildin i i• Y P 9 is 6068 DOUBLE,DOOR I - O S 2 4 2 Departments, DEC FEMA etc. Verify all conditions codes 4 4 3 3 3 P y , 4 3 4 ) o - . I L� • 0 and requirements with such agencies prior to construction. , q 9 a _ _I I HEA N GLO L GFI - : , o SL_ IFT E - I 0 0 - I i - WORK NOTES. E w 1 ; R301 D I N R P Z o ES G C ITERIA AS ER .THE I _ Q —- 2020 RESIDENTIAL F CODES 0 I F o o Master Bedroom D e or — NEW YORK- STATE `, 0 L o . Q o : 1 1 1APPLICATION l R30 . BUILDINGS AND STRUCTURES .I. t. I AND PARTS THEREOF SHALL BE CONSTRUCTED TO - Z I I Living w Co > SAFELY SUPPORT ALL LOADS, INCLUDING DEAD i ST h e or , tC en � LOADS LIVE LOADS ROOF LOADS FLOOD. LOADS KI h I Room � , N 1 , 0 0 0 SNOW LOADS WIND LOADS ,AND SEISMIC LOADS AS k I o 0 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF a ao w THE-BUIL BUILDINGS NSTRUCTURESIN o oo ` D A D ACCORDANCE N WITH, VI A i � I H THE PROVISIONS OF THIS CODE SHALL RESULT. „ ': S Co Ne r ao 2 1 N D e or N A SYSTEM THAT PROVIDES A COMPLETE LOAD co i _ _ Gar e - PATH THAT MEETS THE REQUIREMENTS FOR THE g 0 2sso I a a I M 4 _I CRO WINE TRANSFER OF LOA[)S-FROM::-THEIR -POINT OF ORIGIN —_ - i w 2 N _ N - i REF. s 2680 THROUGH THE LOAD RESISTING ELEMENTS TO THE r , W FOUNDATION. BUILDINGS AND STRUCTURES ------- I — — Gi f. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Door Door � . Co 0 1r O j : D e or 3 , cD c� O DEEMED TO COMPLY.WITH THE REQUIREMENTS OF o o > THIS SECTION. Lights N g 1 FLLOR a _ I Master Bathroom R301.1.1 ALTERNATE PROVISIONS --- --- AS AN ALTERNATIVE TO THE REQUIREMENTS IN, ra W : W - :. SECTION R301.1 THE FOLLOWING STANDARDS ARE 11 PERMITTED SUBJECT TO THE LIMITATIONS OF THE V O n p w �, A THIS CODE AND THE IMITATIONS HEREIN. WHERE r Q' Q C9 N o0 , I o: 8 m co Cl.CI� - �6 ;- �, N � ENGINEERED DESIGN IS USED IN CONJUNCTION. WITH Drum M _. Linen >z : THESE STANDARDS THE DESIGN' SHALL COMPLY OV � ;, H t Pump 1;Disconnect' : ,. , I Room P # � � WITH THE BUILDING cc O � E LD CODE OF NEW YORK STATE. Foyer 0 o Pump 2 Disconnect o Y o ect Cl.Co P 1 AWC WOOD FRAMED CONSTRUCTION MANUAL ,. ._.. � Laundry o i e r ; . ) DBL WA H D Area D o ,. o ._ma�yy - I � � WFCM .'- I �7- ( ) Area � 110 22 , DOOR 068 ; 2 AISI STANDARD FOR COLD FORMED T Hall H t Pump Disconnect ) STEEL PANTRY P #3 D sco ect M W/D _ _ k . I FRAMING PRESCRIPTIVE METHOD FOR ONE- . S Co STACK _ ® 3 _3 3 : 4 D e or - 4 I � - AND TWO :FAMILY DWELLINGS .(AISI S230) w 9080 H. GARAGE DR. 9080 OH. GARAGE DR. SHELF I N c� 3 ICC STANDARDS ON THE DESIGN AND 3080 "CONSTRUCTION OF LOG STRUCTURES (ICC400) _ G - X1 5L CX155L p_ CX155R CX1.�5R CX15L FI CX15 ® G C 5 Y 2668 SECUR 1f 3 SM SM961, 3 SM 4 SM 5 ! LIGHTS 1 2 ® ® ® L� J D i _ - t. C over•ed Porch 1 n 06 30 26 o I L o - I O , I D \SECURITY SECU Bedroom Office I B roo ` ILIGHTS : r , I -r , I El PROJECT: � _ 4 I :N I PRESSLER I C145L C145L C145R 15N 38 36 7 8 9-i - _ ® SECURITY RESIDENCE 9 8 t14' LIGHTS 34'-7 i r 425 LAKE DRIVE : + - - - - J _ !: -QY' J ..10 0, � 4 1Q� 9 0� 1 5� � iY° fit' $y1 1N1 . SOUT LD r-4 HO NEW PORK I: 5 1 73 314' ,... - _ I SCTM# 1000 59 5 21 DRAWING TITLE. B C NEW- W FIRST FLOOR REFLECTIVE CEILING PLAN NOT ES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONALWHOSE I E SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.CONTRACTORS S VERIFY HALL I ALL. FIELD CONDITIONS AND DIMENSIONS AND BE SO LEY RESPONSIBLE F R Fl Fl . TH S LE 0 HELD T E DESIGN PROFFESSONAL'ASSUMES NO LIABILITY FOR OMMISONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT { FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. WALL MOUNTED LIGHT OUTLET,- 110V OUTLET _ S DATE: HANGING LIGHT OUTLET SEAL: DA E _ 110V OUTLET F `ti' TV LE OR TV NOV 15 2025 PRO SURFACE MOUNTED CEILING PROJECT N0. _ 110V OUTLET GFI PROTECTED O `H'GFI LIGHT �� i 1203-2025 REFLECTIVE CEILING PLAN FIRST FLOORof k �E N� DRAWN Y• 110V OUTLET REFRIGERATOR L'� D B . • 4 RECESSED LIGHTS ( P `H'REF P HSTRAPPING ,; BDK ROVIDE URRICANE �- J. co . N 0 O _ _ IN ACCORDANCE WITH THE 0 ' I SCALE. 1/4 1 O ✓ , 110V OUTLET STOVE LED SECURITY LIGHT OTLE SOE S 2020 RESIDENTIAL CODE OF O L0E HC DBY`H' EKE STOVE NEW YORK STATE ti :I IM SUPPLY AIR _ EET NUMBER: FROM HVAC UNIT IN FLOOR r C T I ALL HEADERS ARE 0 BE 3 21 X 9 LVL UNLESS ; � ) z f ,. SUPP Y AIR , ® L 6 8 4 C� , OTHERWISE NOTED f FROM HVAC `UNIT IN CEILING � �, Al 04 o E P SSION L - SUPPLY AIR. - , _ NOTE. PROVIDE FIRE BREAKS F H I FROM VAC UNIT IN WALL _ DOB NUMBER: OF AS PER RETURN AIR TO HVAC UNIT_ _ E IN CEILING THE 2020 E RESIDEMIAL CODE OF RETURN AIR TO HVAC UNIT � , NEW PORK STATE ©KEHL-DESIGN-ASSOCIATES, uc : IN WALL HIGH LOW , I- I : 2 93� u 4 /4 10 1 0-t0 i 21 : I I CX15R CX15R CX15L CX15R CX15R CX15L _ KEHL DESIGN ASSOCIATES LLc ' I 3-9 2 0 "" residential & commercial design o consulting I I ® ® 9 9 , I 5 5 „ I , - I I - w o f co a o o P0.Box 1675 hone. 631 433 9084 I z• � I P r7 Vl rr) Southold,New York 11971 E-M I a I, ssbn654@o toniine,net I I: P cc Bedroom H-3 ,. BEDROOM Kehl Design Associates, o • c c g aces,LLC formed D A K Associates,LLC I r- r7 . . . i OWN ERSHIP & USE OF.DOCUMENTS. r - L k. WALL MOUNTED LIGHT OUTLET 110V OUTLET f I , _ I These drawings and specifications including- S Co : c udin the D e or `li' 9 P 9 5 Ideas des ign n and arrangements re resented , 2 _ HANGING LIGHT OUTLET S Co 9 9 P 110V OUTLET FOR TV i TV SO therein, are the property of KEHL DESIGN ASSOCIATES kk , LLC. No art thereof. shall be l P I 2680 q 2680 SURFACE MOUNTED CEILING 2680 c 110V ET GF 2680 opted, disclosed to others or used m connection I O » OUTL I PROTECTED f I ❑ GFI LIGHT OR 6 RECESSED LIGHTS I with an work or project other than for which o I _13 > r+) Y P J 2 the have be_ I en. prepared without written consent. ® » I Y P P t F o b 110V OUTLET REFRIGERATOR , N —� • 4 RECESSED LIGHTS (� 'o , T f ALL : LED SECURITY LIGHTS 110V OUTLET STOVE I BATH N �, a STOVE , L J Bathroom �D F J Hall C COPYRIGHT 2024 KEHL DESIGN ASSOCIATES LLC. O ALL FLOOR 0 D • tiC F s SUPPLY.AIRPLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ' I 'i tAccessFROM;HVAC UNIT. IN FLOORCOPYRIGHT LAW. PLANS® MAY NOT BE REPRODUCED WITHOUT 2sso 2sso WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE ® ..SUPPLY AIR —t3 S c SOLE PROPERTY OF KEHL DESIGN FROM HVAC UNIT IN<CEILING ;. ASSOCIATES, LLC. THE RIGHT _ 4 D e 31 3 TO BUILD ONLY ONE STRUCTURE FROM a ® SUPPLY AIR 5 5 0 THESE PLANS IS LICENSED L o Co i I EXCLUSIVELY Hall LUSIVELY TO THE BUYER WITH WRITTEN PROOF OF_ M PURCHASE. D e or FROM MNAC UNIT IN WALL .- I I- ¢ N -7 RETURN AIR TO HVAC UNIT I HALL MR _ �. r7 IN CEILING N L 2680 i I . > i 2680 ; RETURN AIR TO HVAC UNIT ; � � � - Accep tance of these drawings does not authorize the right to Bedroom _ 2 0 IN WALL i Nz' ��/ build without the authorization of local overnin f s co 9 9 agencies, such M D e or L �.S� v7 , , M BEDROOM _ _ A R oM as Suffolk Count Dept. of Health Services Town Building Deor �_ � y P , o Cl I > A 9 , 0 o Departments, DEC FEMA etc. Verif all conditions codes o A ¢ o I ¢ ao and requirements with such agencies nor to construction. u7 q 9 P - _ 5 : 5 p�1 WORK NOTES: I DQ R301 DESIGN CRITERIA :AS PER THE . cx15R 2020 RESIDENTIAL CODES OF CX15L 3„ CX 5L 3 CX15L » CX15L „ CX15R • i 3 3 1 SM SM 2 SM NEW YORK STATE ® ® SM ; E: o-103/' �. 4 r , R301.1-APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO• i 6 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD 21 9l� LOADS, LIVE LOADS, ROOF LOADS,. FLOOD LOADS, E SNOW LOADS WIND LOADS AND SEISMIC LOADS AS PR ESCRIBED BY THIS CODE. THE CONSTRUCTION OF I THE BUILDINGS AND STRUCTURES IN,ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD l PATH THAT MEETS THE REQUIREMENTS FOR THE SECOND FLOOR SECOND FLOOR PLANREFLECTIVE CEILING PLAN TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH. THE LOAD-RESISTING ELEMENTS I- -: ENTS TO THE F „_ » „- �- „ FOUNDATION. BUILDINGS AND STRUCTURES SCALE. 1/4 - 1-0 SCALE. 1/4 1 0 TR CTURES F � CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY IT T WITH HE REQUIREMENTS OF THIS SECTION: FIRST FLOOR i HI R301.1.1 T — ALTERNATE PROVISIONS k ; ANDERSEN WINDOW AND DOOR ROUGH J p Q MATCH AS AN ALTERNATIVE, T T SCHEDULE ROUVI I OPENINGS (SET � V O .,_ TO I IAT�I I DOORS) 0 HE.REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE j' S OWNER PRIOR TO ORDERII PERMITTED SUBJECT TO THE :LIMITATIONS OF THE 'r THIS CODE AND TH I I E LIMITATIONS HEREIN. WHERE WINDOW NUMBER SERIES WINDOW TYPE_ W.. DOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN ROUGH OPENINGS WxH SCREENS REMARKS ENGINEERED ,DESIGN IS USED,dN CONJUNCTION' WITH - 1 400 CASEMENT FIRST FLOOR - - _ _ CX15L 2 7 x 4 11 2 8 x 5 0 WHITE INSTALLED W 3 SUPPORTF.MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER'PRIOR TO ORDERING THESE STANDARDS, THE DESIGN SHALL COMPLY 2 400 CASEMENT FIRST FLOOR CX15R 2 7 x 4 11 2 8 x 5-O WHITE INSTALLED Tr MULLION, VERIFY WITH THE BUILDING CODE OF::NEW YORK STATE.N ALLED W 3 SUPPOR N, Y ALL GRILLE, HARDWARE AND OTHER.OPTIONS WITH OWNER PRIOR TO ORDERING - A E. 3 ! 400 CASEMENT FIRST FLOOR CX15L 2-7 x 4-11 2-8 x 5-0 WHITE i INSTALLED W ,3 ..SUPPORIr MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 4 400 CASEMENT FIRST FLOOR CX15L 2-7 x 4-11 2-8 x 5-0 WHITE 1 AWC WOOD FRAMED CONSTRUCTION MANUAL INSTALLED W 3 SUPPORTF MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ) 5 400 „ „ „ .. , » CASEMENT FIRST FLOOR CX15R 2-7 x 4-11 2-8 x 5-0 WHITE INSTALLED W 3 SUPPORTr MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING (WFCM) .2 AISI; STANDARD FOR COLD FORMED STEEL _ 6 400 CASEMENT -FIRST FLOOR CX15R 2'-7 "x 4'-11 2-8 x 5-0 WHITE INSTALLED W 3 SUPPORTr MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ) I f: D G , p: 7 400 CASEMENT FIRST FLOOR C145L 2'L0 "x 4'-4 2'-0 "x 4'-5 " WHITE VERIFY ALL GRILLE HARDWIARE:'AND OTHER OPTIONS WITH OWNER PRIOR FRAMING PRESCRIPTIVE"METHOD FOR ONE- „ , » TO ORDERING - g 4 - - - » AND TWO FAMILY DWELLINGS AISI-S230 00 CASEMENT FIRST FLOOR C145L 2 -0 x 4 .4 2 0 x 4 5 WHITE VERIFY ALL GRILLE, HARDW!ARE;AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ( ) 3 ICC STANDARDS » » » ,_ n ON THE DESIGN AND 9 400 CASEMENT FIRST FLOOR C145R 2 0 x 4-4 - 2-0 x 4 5 WHITE VERIFY ALL GRILLE HARDWIARE ,•,ND OTHER OPTIONS WITH' OWNER PRIOR T )0 ORDERING CONSTRUCTION OF LOG STRUCTURES ICC400 ! 1 400 CASEMENT FIRST FLOOR CX15L 2-7 x 4-11 2-8 x 5'-Of WHITE VERIFY ALL GRILLE HARDWARE ,AND OTHER OPTIONS WITH "OWNER PRIOR T ( ) , » , » » » � 0 ORDERING L - - - - " 1 400 AWNING ..,FIRST FLOOR A21 v i 2 0 x 2 0 2 0 x 2 0 WHITE- INSTALLED W 3 SUPPORTF MULLION, .VERIFY ALL GRILLE HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING REV. 1 400 AWNING FIRST FLOOR A21v 2-0 x 2-0 2-0 x 2 -0 WHITE INSTALLED W 3 SUPPORTF MULLION, VERIFY ALL GRILLE HARDWARE ARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING • I; - - - - 1 400 AWNING FIRST FLOOR -A21v is 2 0 x 2 0 2 0 x 2 0 WHITE INSTALLED W 3 SUPPORTF MULLION . VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER 06- - _. . .. . . ._. __ NER PRIOR TO ORDERING 30 26 I 1 400 AWNING FIRST FLOOR A21v 2 0 x 2-0 2-0 x 2-0 WHITE INSTALLED W 3 SUPPORT.MULLION ,-VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH. OWNER PRIOR TO ORDERING ;- » , , » , „ »1 400 AWNING FIRST FLOOR A21v 2-0 - - - i x 2 0 2 0 x 2 0 WHITE INSTALLED W 3 SUPPORTF`MULLION ,-:VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING , 6 1 40 FIRST _ _ 2-8 x 2-8 0 AWNING RS FLOOR AX281 Venting 2 7 x 2 7 WHITE VERIFY ALL GRILLE, HARDWARE-AND OTHER OPTIONS .WITH OWNER PRIOR TO ORDERING PROJECT: i I PRESSLE . I - R I _ I L FIRST FLOOR -EXTERIOR DOORS I RESIDEN CE , VERIFY ALL DIMENSIONS HARDWARE AND .OPTIONS'- WITH OWNER PRIOR TO ORDERING , DOOR NUMBER Y I_ k MANF. DOOR.SERIES MODEL DOOR LOCATION DOOR UNIT UNIT DIMENSIONS WxH ROUGH .OPENINGS WxH COLOR REMARKS ' 42 L h � CLOPAY T.B.D. T.B.D. FIRST FLOOR 9080 DR. - - - - 5 LAKE DRIVE 9 0 x 8 0 9 3 x 8 2 T.B.D. VERIFY ALL GRILLE ' HARDVWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING - CLOPAY T.B.D. T.B.D. FIRST FLOOR ' 9080 DR. 9'-0"x 8'-0" 9'_3 „x 8,_2„ T.B.D.{ VERIFY ALL... GRILLE,- HARDWIARE. AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SOUTHOLD NEW PORK THERMA TRU T.B.D. T.B.D. FIRST FLOOR 3080 DR. 3'-1 x 8'-2" 3'-2 x 8-2 T.B:D: VERIFY ALL GRILLE HARDVWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG6080R 5-11 x 7-11 6-0 x 8-0 WHITE VERIFY ALL GRILLE, HARDVWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR - - - - FWG6080R 5 11 x 7 11 6 O x 8 . 0 WHITE VERIFY ALL GRILLE,' HARDVWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SCTM# °1000=59 —5-2 ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG12080 ,_ ,- „ - - WHITE 1 11 9 x 7 11 11 9 x 8 0 TE VERIFY ALL GRILLE, HARDVWARE AND OTHER'OPTIONS WITH OWNER PRIOR TO ORDERING - ANDERSEN 400 » » „ » , FRENCHWOOD FIRST FLOOR FWG6080L :5-11 x 7-11 6 -0 x 8-0 WHITE VERIFY ALL GRILLE, HARDVWARE AND OTHER OPTIONS WITH OWNER PRIOR T.0 ORDERING DRAWING TITLE: . ; 0 AY T.B.D. T.B.D. FIRST FLOOR 8080 DR. 8-0 x 8-0 8-3 x 8-2 T.B.D. VERIFY ALL GRILLE, HARDVWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING - I . L NEW SECOND .FLOOR PLAN NOTES THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS tM I. LL BE !F PROSECUTED TO THE.FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AN IM SECOND FLO OR D D ENSONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY F MI OR OM SIONS DUE TO UNKNOWN OR IU UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPONCOMMENTS , NOT ANDER EN S WINDOW AND DO — T MATCH u DOOR SCHEDULE I I E D V L E ROUGH V V I� OPENINGS E N I N�S (SET � V O I O I I A T�I I DOORS) FORMALLY ACKNOWLEDGED AS RENSION TO THESE PLANS. SEAL: • WIN DOW NUMBER DATE. U BER SERIES E ES WINDOW TYPEWINDOW NDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH R . �i SCREENS REMARKS 18 400 CASEMENT SECOND FLOOR - NOV 15, 2025 CX15L 2 - 7 x 4-11 2 8 x 5-0 WHITE VERIFY ALL GRILLE, HARDWIARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING „ » » PROJECT N0: 19 400 CASEMENT SECOND FLOOR CX15L 2-7 x 4-11 2-8 x 5-0 WHITE " INSTALLED W 3 SUPPORT MULLION, VERIFY.ALL GRILLE, :.HARDWARE AND OTHER OPTIONS WITH OWNER -PRIOR TO ORDERING ; 20 400 SECOND F - - _ _ CASEMENT FLOOR CX15R 2 7 x 4 11 2 8 x 5 0 WHITE INSTALLED W 3 SUPPORT MULLION, VERIFY ALL`GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1203 2025 21 400 CASEMENT SECOND FLOOR CX15L 2-7 x 4-11 2-8 x 5-O WHITE INSTALLED W 3" SUPPORT MULLION VERIFY ALL GRILLE HARDWARE � DRAWN BY: AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PROVIDE HURRICANE STRAPPING �E Ur 22 400 CASEMENT SECOND FLOOR CX15R 2-7 x 4-11 2-8 x 5-0 WHITE �P INSTALLED VV 3 SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING IN ACCORDANCE WITH THE S BDK Ig, #23 400 CASEMENT SECOND FLOOR CX15R 2-7 x 4-11 2-8 x 5'-Of WHITE INSTALLED W 3 SUP M VERIFY 2020 R I N �` 00 O • PORT MULLION, ER Y ALL GRILLE,..HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ES DE TIAL CODE OF � �O ,y � CHECKED BY. 24 400 AWNING :SECOND FLOOR A21v „ NEW YO # 2-0 x 2-0 2-0 x 2-0 WHITE INSTALLED W 3 SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH .OWNER PRIOR TO ORDERING RK STATE _ o r' 25 400 SECOND F » „ , » » „ y F - AWNING FLOOR A21 v 2-0 x 2 -0 2-0 x 2-0 WHITE INSTALLED W 3 SUPPORT' MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING HEET NUMBER: 26 4"0 „ „ , » » „ # 0 AWNING SECOND FLOOR A21v 2-0 x 2-0 2-0 x 2-0 WHITE INSTALLED W 3 SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ALL HEADERS ARE TO BE , 27 40 N F „ „ » 0 AWNING SECOND FLOOR A21v 2-0 x 2-0 2-0 x 2-0 WHITE VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 3• , (2)1/X 9� LVL UNLESS 28 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'-0 " » I 2 0 x 2 0 WHITE INSTALLED W 3" SUPPORT MULLION,'VERIFY ALL GRILLE,' HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING OTHERWISE NOTED 0 A 516 8 4 Al 05 �I. 29 � 400 -• AWNING SECOND FLOOR A21v 2'-0 °x 2'-0 " 2 0 x 2 0 WHITE INSTALLED W 3 SUPPORT MULLION VERIFY ALL GRILLE HARDWARE AND OTHER OP _ G OPTIONS WITH OWNER PRIOR TO ORDERING /P� k; 30 400 AWNING SECOND FLOOR , » , „ , » , „ ' F �c. # NI G A21v 2-0 x 2-0 2-0 x 2 -0 WHITE •-INSTALLED W 3 SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING F �- f, _ NOTE: PRONDE FIRE BREAKS SSION P DOB AS PER NUMBER. OF, : k ,. THE 2020 1. I RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL DESIGN ASSOCIATES LLC . I t r ; KEHL DESIGN S UN ASSOCIATES LLC residential"& commercialdesign g o consulting I g PC.Box 1675 phone: (631)433 9084 Southold,New York 11971 E Mail. n 4 t o In ssb 65 @op o I e.net i p.. Kehl Design Associates,LLC o formed D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: EN S. These drawings and specifications including the Ideas design and arrangements represented 9 9 therein,•are the property of KEHL DESIGN P P Y ASSOCIATES, LLC. No part thereof shall be I; copied, disclosed to others or used In connection: with an work or project other than for which Y P 1 they have beenprepared without written ten consent. I I it C COPYRIGHT`2024 KEHL DESIGN ASSOCIATES . L FLOOR LLC AL F I t PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL t _ DECK COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DECK I I. WRITTEN AUTHORIZATION, ALL.PLANS AND DESIGNS ARE THE - : SOLE PROPERTY OF KEHL DESIGN ASSOCIATES LLC. THE RIGHT B F M TO BUILD ONLY ONE STRUCTURE ROM THESE PLANS IS LICENSED U WRITTEN F F EXCLUSIVELY TO THE BUYER, WITH WRITTE R00 0 PURCHASE. if h DECK DECK Acceptance f drawings authorize hright _ cce to ce o these d a s does not aut o ze the to ' LOWER FASCIA .- LOWER FASCIA r LOWER FASCIA AND UPPER RA E LINE :. P 9 LOWER FASCIA LOWER FASCIA - ;, build' without the authorization of local `governing agencies, such I I 9 99 E as Suffolk Count Dept. of Health Services -Town Building LINE-OF WALL 1_ LINE OF WALL _ LINE OF WALL Y P e 9 F L IN OF WALL LINE OF WALL _ a LINE 0 WALL s , T. _ Departments, DEC, FEMA, etc. Verify all conditions, codes, 1ror�71r1UAL / rvl.z7-7 ?O al17T1ZT1111ZT1 11ZT1ZTIL7_Tr/�I7_r17TIL7117111J1 1.L7J1 1711-L711711-LT 2 10117_ 1- P y 't . and requirements with:. such agencies riot to construction. 't I q 9 P L- J ¢ JI I� f/) I Jif ¢ Lt I� w, I¢ r WORK NOTES: Li V E N O a_ I ,.: DI ¢ I I Ia a '�t o I �i; R301 'DESIGN CRITERIA AS PER THE w w 1/ f r^) w t I a % W I zY ' I � h a w z — — J 2020 RESIDENTIAL CODES OF w E _ Ia w f /I c� _ � I I ¢ D G J NEW YORK STATE ¢ f� �3 O J I I a �JI W L c� ;I ANSTRUCTURES, w oc o R301.1 APPLICATION BUILDINGS D a U AND PARTS THEREOF SHALL BE CONSTRUCTED TO o_ z I� ;t SAFELY SUPPORT. ALL LOADS INCLUDING DEAD i I � I I L � , _ , I 'I I w I I:: LOADS, LIVE'LOADS, ROOF LOADS, FLOOD LOADS, 11 w L J I/I z t I� I _ I D SNOW LOADS WIND LOADS AND SEISMIC LOADS AS J W i, .: , J I ' Q \ / Q I I ,/� c� I PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF ac Y ♦ / , 3 0 : I I/I C7 ,. THE BUILDINGS AND STRUCTURES IN ACCORDANCE a I J I WITH THE PROVISIONS OF THIS CODE SHALL RESULT E f I I 3 L ,ir [ \ / w V I J ,. 9 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD w I w / Y a lL ! i Z Q . / T REQUIREMENTS FRTH c� V � PATH.. THAT..MEETS HE 0 E 0 s tr :,. J _ I I� P LL' - TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN J Y t O z 1 w THROUGH THE LOAD RESISTING .ELEMENTS TO THE — i; I/ I I J ( ♦ w a r \ I FOUNDATION. BUILDINGS AND STRUCTURES z a CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE l DEEMED TO :,COMPLY WITH THE REQUIREMENTS OF THIS SECTION. . / I U / -- — — RIDGE — -- -- RIDGE RIDGE I -- -- R301.1.1 ALTERNATE PROVISIONS o rn ; SECTION R30 .1 E FOLLOWING S NDARDSA AS AN ALTERNATIVE TO THE REQUIREMENTS IN Q / \ 1 THE F WIN TA RE w Y I � I I f J Z l : ¢ \ I_ PERMITTED SUBJECT TO THE LIMITATIONS OF THE ac J I w 3 I THIS CODE AND THE LIMITATIONS HEREIN. WHERE I I r t � J . ¢ -( w w � ENGINEEREDIGN IS USED IN CONJUNCTION- WITH o_ .�\ I _. J �. / I I: 'DES ¢ � O, � __ Y - I - b\ _ THESE STANDARDS THE DESIGN SHALL COMPLY LL I _ � _ w o cn 3 w i I� I o z I cn LL WITH THE. BUILDING CODE; OF NEW YORK STATE. DI w ¢ I, J ¢ <L , q o w / \ w LL -1 I ! , o : z o_ I \ / \ �y/11 w V ;, �, �: 1 W W FRAMED CONSTRUCTION MANUAL ': A C WOOD RA ED S¢ � I J- W of ♦i W� Z w h O r x P W — O W J _ WFCM {/ c� / ) O Jr t_ 0 1 la J is / _ ♦ - r I F.¢ R FORCOLD—FORMED T 2 AISI STANDA D 0 STEEL f 1' I� ) I 3 w I FRAMING.— PRESCRIPTIVE METHOD FOR ON — A O w �� -f� L. G E E E E q ¢ a I AN .TWO FAMILY DWELLINGS AISI S230 c > I , ¢ ! F , '. o- J- ,: 3 ICC STANDARDS ON THE DESIGN AND z L - r / \ I L 4 CONSTRUCTION OF LOG STRUCTURES ICC 00 Ile Z/�l LJ1 L/1 L/1 /�L /—L L Ll1.LJ1, /11 L/1 L/1 L Ll1 L/1 L QUIZ ZT1Z��Z�� Zr � REV: W \\ LINE OF WALL Tl I Y LINE OF WALL INE OF WALL /'I I LINE F WALL I I' I LINE OF WALL ( ' 06-30-26 GARAGE DOOR FASCIA ' GARAGE b00R FASCIA I J I p _ It w J ,, I U Q D w w0 , I LL w W : : It . I , a PROJECT: al Z I VIJ a PRESS LER I ' I : � T T �� =fZ/7 RESIDENCE I I LINE OF WALL : TINE OF WALL I, UPPER RAKE LINE _ _ 425 LAKE DRIVE SOUTHOLD7 NEW YORK _ C I -' SC TM# 1000 59. 5 21ROOF PLAN DRAWING TITLE.SCALE: 1/4 — 1-0 I; I I EXISTING ROOF PLAN I� I, I, NOTES. E A INSTRUMENT THESE PLANS ARE N INS MENT OF THE SERVICE AND ARE THE PROPERTY OF THE N PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE If gg DESIGN PROFESS L E ;.; t PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL t f FIELD CONDITION AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD AT. THE ,. S ' >., DEIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMI SI ONS DUET 0 UNKNOWN OR .' 6, k: UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ,r IE ,F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. WALL MOUNTED LIGHT OUTLET 110V OUTLET - HANGING LIGHT OUTLET L SEAL. DATE. HAN , 110V OUTLET FOR TV`H'TV _ i r NOV 15 2025 _ _ IN ; _ PROJECT N0. CEILING - SURFACE MOUNTED T T FI PROTECTED 110V OUTLET G 0 , I OGFI LIGHT 1203-2025 : i DRAWN BY: 110V OUTLET REFRIGERATOFR R, ;,. OF • E N 4 RECESSED LIGHTS `H'REF E ;.. PROVIDE HURRICANE STRAPPING �< P �Y '� BDK . S J.' IN ACCORDANCE WITH THE N CO STOVE : 0 • 110V OUTLETS 0 ,:I O N CHECKED BY. I _ LED SECURITY LIGHTS • s �' 'tiRESIDENTIAL NTIA ODE OF , G 2020 ESE L C 1= STOVE o NEW YORK STATE y SHEET NUMBER: r _ ALL HEADERS ARE TO H� : 3 -•es` 16g OTHERWISE NOTED 4 _ Al 06 DTN V F a SSION NOTE: PROVIDE ARE BREAKS „ DOB NUMBER: OF : AS PER I _ THE 2020 RESIDENTIAL CODE OF €: NEW YORK STATE c � I O KEHL-DESIGN-ASSOCIATES,u.c I s t o KEHL DESIGN ASSOCIATES LLc t residential & commercial design o consulting 9 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE PO.Box 1615 0 • 4 -90 4 2020 RESIDENTIAL CODE OF -phone:ne. 631 33 8 _ NEW YORK STATE S o 97 ss bn654@optonline.net New York J l 1 E Mad.-ssbn654@optonl e,nel ALL HEADERS ARE TO BE Kehl Design Associates LLC o forme D A K Associates LLC (2)/X 9Y2'LVL UNLESS OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications.including the NOTE: PROVIDE FIRE BREAKS ideas, design and arrangements represented AS PER therein are the of KEHL DESIGN property THE 2020 ASSOCIATES, L.L.C. No part thereof shall be RESIDENTIAL CODE OF copied, disclosed. to others or. used in connection with an work or ro'ect other than for which IT ..: NEW YORK STATE Y P J they have been prepared without written consent. F DESIGN I COPYRIGHT 2024 KEHL ES GN ASSOCIATES, LLC. ALL FLOOR �... PLANS,AND ELEVATIONS ARE PROTECTED UNDER FEDERAL LI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT A AN I R TH WRITTEN AUTHORIZATION. ALL PLANS D DESIGNS ARE E SOLE.PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 11-11 H I I k EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. right to Acceptance of these drawings does not authorize the ri - P 9 9 . ,, build without the authorization of local overnin a encies, such .i z i , as Suffolk County Dept. of Health Services Town Bui lding 9 t r I' . � Departments, DEC FEMA etc. Verify f all conditions, co des,I _ .,. , fi and requirements with such agencies Pnor to construction. ,: 12, F { MIN. DISTANT REQUIRED WORK NOTES: E _ , ACTUAL DISTANCE TO LOT LINE tY , I h CRITERIA PER THE MIN. DISTANCE�EQU ED z a ,. ,., ..,.. o . „ R301 DESIGN CRI E A AS I E 2020 RESIDENTIAL CODES 0 , > YORK STATE T Tr r NEW 0 ACTUAL DISTANCE 0 LOT LINE CTU L t R301.1 APPLICATION.:.BUILDINGS AND STRUCTURES, L .. Ll AND PARTS THEREOF SHALL BE CONSTRUCTED TO A LOADS, INCLUDING DEAD SAFELY SUPPORTLL LOADS LIVE LOADS ROOF LOADS ,FLOOD LOADS, r , SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE: THE CONSTRUCTION OF IN ACCORDANCE THE BUILDINGS AND STRUCTURES WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH... THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOAD S FROM THEIR POINT OF ORIGIN WEST ELEVATION .: THROUGH THE LOAD-RESISTING ELEMENTS TO THE. FOUNDATI ON. BUILDINGS AND STRUCTURES _ , SCALE. 1/4 - 1-0 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE T COMPLY WITH THE DEEMED 0 CO REQUIREMENTS OF _ THIS SECTION. . R30 .1.1 ALTERNATE PROVISIONS AS AN A TO THE ALTERNATIVE REQUIREMENTS IN : L E 1 THE FOLLOWING STANDARDS ARE .. ,. SECTION R30 .1 E OLLO G A PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE IMITATIONS HEREIN. WHERE -- E L ENGINEERED DESIGN 1S USED IN CONJUNCTION WITH -- THESE STANDARDS THE DESIGN' SHALL COMPLY WITH TEB BUILDING COD H UI OF NEW YORK STATE. E 1 AWC WOOD FRAMED CONSTRUCTION MANUAL WFCM -F T „•.< 2 AISI STANDARD FOR COLD-FORMED ED STEEL .FRAMING PRESCRIPTIVE. METHOD FOR ONE- AND 1 I-AND TWO FAMILY W L D ELLINGS (A S S230) 3 ICC STANDARDS ON THE DESIGN" AND - CONSTRUCTION OF LOG STRUCTURES ICC400 REV: , 06-30-26 PROJECT. a fi i i , •.. :. PRES SLER ,Mi fx E k; RESIDENC , 425 LAKE DRIVE SOUTHOLD NEW YORK SCTM# 1000-59.-5-21 DRAWING TITLE: E. L . . ELEVATIONS T . NS_ . _ r ". (... K _ AS NOTE MIN. DISTANCE REQUIRED D : Yi( s MIN. DISTANCE REQU RED 9'-4' 0-3 NOTES: N LINE is ACTUAL DISTANCE 0 -0T T L AND ARE THE PROPERTY OF THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE A ,. .: ACTUAL DISTANCE TO LOT LINE > � DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE r , . .: TENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL , PROSECUTED TO THE FULLESTIX FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD AT. THE . � DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR ONMISIONS DUE TO UNKNOWN OR N A P _ >. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS,. SEAL:. DATE: NOV 15 2025 - PROJECT N0: ill 203-2025 OF N P E E DRAWN` BY. r J. c c 5 BDK ti O !) t? CHECKED BY. EAST� ELEVATION _ SCALE. 1/4 1-0= : C SHEET NUMBER. �. o- �u y o � — O 051684 � A2 01 �. E S 0 - SIN DOB NUM BER: OF c O KEHL DESIGN ASSOCIATES, uc -- - -- ------ .. KEHL DESIGN ASSOCIATES LLc residential 8, commercial design o consulting PO.Box 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net ..-T_-Kehl Design Associates,LLC-o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the _llLl_ 11- H_ _LL - _l1 11 11 -1L ideas, design and arrangements represented therein, are the property of KEHL DESIGN LLL ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection iLl with any work or project other than for which they have been prepared without written consent. LI H LLt H A Ll El ❑ 1:1 ❑ ❑ © COPYRIGHT KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL LIL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1 Acceptance of these drawings does not authorize the right to l build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. WORK NOTES: p-�; R301 DESIGN CRITERIA AS PER THE NCE MIN. DISTA REQUIRED 2020 RESIDENTIAL CODES OF - ACTUAL DISTANCE TO FRONT LOT LINE NEW YORK STATE 40'-4ir ACTUAL DISTANCE REQUIRED R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS _ PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF �- THE BUILDINGS AND STRUCTURES IN ACCORDANCE --_--- - ------ - - — - - --- - - - - - - _ - WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE NORTH ELEVATION FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SCALE: 1/4"= 1'-C" R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1Iiyl , IJI III REV: I )] LL 06-30-26 11 1 II l llLJ1_i� I PROJECT: II PRESSLER RESIDENCE 425 LAKE DRIVE SOUTHOLD, NEW YORK SCTM# 1000-59.-5-21 DRAWING TITLE: ELEVATIONS _- AS NOTED ❑ ❑ ICI❑ ❑ ❑ NOTES: 5-tl THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE MIN, DISTANCE REQUIRED DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WALL BE TO FRONT PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 2 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ACTUAL DISTANCE TO FRONT LOT LINE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. - SEAL: DATE: 8 a ACTUAL DISTANCE TO FRONT LOT LINE NOV 15, 2025 PROJECT NO: 1203-2025 PROVIDE HURRICANE STRAPPING OF NP{4, DRAWN BY: IN ACCORDANCE WITH E �,�P�� 3. C�Np a�� BDK NEW YORK STATE2020 ��, CHECKED BY: SHEET NUMBER: ALL HEADERS ARE TO BE (2)1,"X WI LVL UNLESS �- A202 OTHERWISE NOTED `ft�' 1,84 � NOTE: PROVIDE FIRE BREAKS ESSI SOUTH ELEVATION AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCALE: 1/4"= V-0" 0 KEHL-DESIGN-ASSOCIATES, iac PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE RIDGE VENT 1J%18" LVL BEAM 2020 RESIDENTIAL CODE OF HURRICANE STRAPPING 1J%11;" RIDGE NEW YORK STATE ARCHITECTURAL GRADE ALL HEADERS ARE TO BE ROOF SHINGLE (2)IY,"X 9J/2' LVL UNLESS KEHL DESIGN ASSOCIATES LLC 30# Felt— OTHERWISE NOTED residential 8, commercial design e consulting CDX EXT. ROOF SHEATHING NOTE: PROVIDE FIRE BREAKS J"CDX AS PER RIDGE VENT THE 2020 PO.Box 1675 phone: (631)433-9084 2x1O RAFTERS 16"oc. R-19 1j"x9j" LVL BEAM RESIDENTIAL CODE OF Southold,New York 11971 E-Mail: ssbn654@optonline.net 12" FLYRAFTERS CONSTRUCTED INSULATION HURRICANE STRAPPING 1J"x116" RIDGE NEW YORK STATE OF 2X6 WITH E&CB AZEK ON ARCHITECTURAL GRADE Kehl Design Associates,LLC 0 formerly D A K Associates,LLC UNDERSIDE 2X8 16"oc. CEILING BEAM &NA" 2X4 ON FLAT 16"oc. ROOF SHINGLE HURRICANE STRAPPING I OWNERSHIP & USE OF DOCUMENTS: R-30 30# Felt INSULATION CDX EXT. ROOF SHEATHING These drawings and specifications including the 8" FASCIA — I ideas, design and arrangements represented Bedroom therein, are the property of KEHL DESIGN 12" VENTED SOFFIT (SEE DETAIL) SECOND FLOOR Hall I CL i,'CDX 2x10 RAFTERS 16"oc. ASSOCIATES, LLC. No part thereof shall be WINDOWS TO J"CDX EXT. SHEATHING---------- copied, disclosed to others or used in connection BE SET AT x6 GLILINU JOI TS 16-oc. DOUBLE 2x6 -E 81 with any work or project other than for which PLAT _011 they have been prepared without written consent. R-21 INSULATION 1J%11J" RIDGE 2x6-16" oc WALL STUDS 5., HURRICANE STRAPPING CDX SHEATHINO BEAM "A" SEE DETAIL R-21 INSULATION BEAM "A" DETAIL 2x10 RAFTERS 16"oC.— R-21 INSULATION 7 R-49 CLOSED CELL SPRAY BLUESKIN HOUSEWRAP -0. 1 COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR FOAM INSULATION J% 8" HARDI-PLANK (6" EXP) ADVANTECH SUBIFLOOR HURRICANE STRAPPING 'r- — PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 2x6 RAFTERS 16"oc. 4 1_4 8" RAKE C F COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT r 2xb GLILINU III TS 16-oc.. 2x6 PLATE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 11 ALLJOIST 25 SERIES 16"oc. 1 J%91" LVL GIRDER la" RIMBOARD SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 8" FASCIA -SOLID TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED BLOCK HURRICANE STRAPPING - R_-30_ R-21 INSULATION AZEK WRAPPED POST— 2 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R-37 - - - - -= == - -=== 24" VENTED SOFFIT (SEE DETAIL INSULATION_ - - INSULATION 6x6 ACQ POST Laundry DOUBLE 2x6 PLATE DOUBLE 2x6 PLATE Area Kitchen 2x6-16" oc WALL STUDS Acceptance of these drawings does not authorize the right to Garage R-21 INSULATION FIRST FLOOR FIRST FLOOR " R-21 INSULATION 2x6-16" oc WALL STUDS <I J CDX SHEATHING WINDOWS TO WINDOWS TO build without the authorization of local governing agencies, such CDX SHEATHING LING BLUESKIN HOUSEWRAP BE SET AT BE SET AT ALL WALLS AND C 1 as Suffolk County Dept. of Health Services, Town Building FIRE BLOCKING ARE TO BE COVERED WITI. 4"x 8" HARDI-PLANK (15" EXP) ---- 8'-0" 8'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, J" TYPE "X" FIRE-RNTED R-21 INSULATION 91" ALLJOIST 25 SERIES and requirements with such agencies prior to construction. BLUESKIN HOUSEWRAP SHEETROCK HURRICANE STRAPPING --- 16"oc. 8" HARDI-PLANK (15" EXP) J" ADVANTECH SUBFLOOR 2x6 PLATE W R-21 INSULATION WORK NO HURRICANE STRAPPING (2)1J%9J" LVL ER R301 DESIGN CRITERIA AS PER TH J"x 18" Anchor Bolts 32"oc. 2020 RESIDENTIAL CODES OF (2)2x6 ACQ PLATES I 4LLI 5"X 18' Anchor olts 32"oc. J"x 18" Anchor Bolts 32" R-30 R 30 NEW YORK STATE _X to /Allulul flDults J!L UU. 1.4 INSULATION INSULATION SEE FOUNDATION R301.1 APPLICATION BUILDINGS AND STRUCTURES, SEE GARAGE FOUNDATION SEE FOUNDATION DETAIL B101 AND PARTS THEREOF SHALL BE CONSTRUCTED TO DETAIL A101 SEE FOUNDATION DETAIL B101 31" STEEL COLUMN DETAIL B101 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 1'-8" x 8" CONC. FTG. THE BUILDINGS AND STRUCTURES IN ACCORDANCE W/(4k) #4 REBAR L.W. WITH THE PROVISIONS OF THIS CODE SHALL RESULT AND #4 REBAR @ 2'oc. S.W. IN A SYSTEM THAT PROVIDES A COMPLETE LOAD CROSS SECTION A MIN 3'-0 BELOW FINAL GRADE PATH THAT MEETS THE REQUIREMENTS FOR THE x9'x1' CONC. FTG. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN W/(3) #4 REBAR E.W. THROUGH THE LOAD-RESISTING ELEMENTS TO THE SCALE: 1/4" FOUNDATION. BUILDINGS AND STRUCTURES V-0" 301 CROSS SECTION CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE B DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SCALE: 1/4"=1'-01" 0 1 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY RIDGE VENT RIDGE VENT WITH THE BUILDING CODE OF NEW YORK STATE. HURRICANE STRAPPING lj"xll�" RIDGE HURRICANE STRAPPING 1J"x11;" RIDGE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ARCHITECTURAL GRADE ROOF SHINGLE- (WFCM) ROOF SHINGLE ARCHITECTURAL GRADE 2) AISI STANDARD FOR COLD-FORMED STEEL 30# Felt— FRAMING - PRESCRIPTIVE METHOD FOR ONE- 30# Felt CDX EXT. ROOF SHEATHING AND TWO FAMILY DWELLINGS (AISI-S230) J" CDX EXT. ROOF SHEATHING 3) ICC STANDARDS ON THE DESIGN AND 12" FLYRAFTERS CONSTRUCTED CONSTRUCTION OF LOG STRUCTURES (ICC400) RIDGE VENT— OF 2X6 WITH E&CB AZEK ON UNDERSIDE 2x1O RAFTERS 16"oc. REV: HURRICANE STRAPPING 1J"X11;" RIDGE 2x10 RAFTERS 16"oc, HURRICANE STRAPPING 06-30-26 ARCHITECTURAL GRADE HURRICANE STRAPPING 2x6/2x4 STRONGBACK ROOF SHINGLEPROJECT: 30# Felt 8" FASCIA 2X10 16"oc. COLLAR TIES 8" FASCIA R" CDX EXT. ROOF SHEATHING 12" VENTED SOFFIT (SEE DETAIL) R-30 UNFACED 12" VENTED SOFFIT (SEE DETAIL) Unfinished Attic Storage Area P R E S S L E R 2x10 RAFTERS 16"oc. INSULATION DOUBLE 2x6 PLATE DOUBLE 2x6 PLATE Unfinished Attic Storage Area ATTIC RESIDENCE 16 oc. Tel ATTIC x6 ULILING 2x6-16" oc WALL STUDS WINDOWS TO 2" AIR BAFFLE WINDOWS TO 7 2x6-16" oc WALL STUDS BE SET AT x I I RID I BE SET AT CDX SHEATHING 61-9 ill 425 LAKE DRIVE I R-30 UNFACED CDX SHEATHING 6,-9 BLUESKIN HOUSEWRAP I HURRICANE STRAPPING I INSULATION BLUESKIN HOUSEWRAP J"x 8" HARDI-PLANK (6" EXP) SOUTHOLD, NEW YORK 2x10 RAFTERS 16"oc, R-49 CLOSED CELL SPRAY J"CDX HURRICANE STRAPPING FOAM INSULATION J"x 8" HARDI-PLANK (6" EXP) _J 2x6 PLATE HURRICANE STRAPPING 2x6 PLATE • ALLJOIST SERIES 16"oc. 1j" RIMBOARD _S� 4" A ......... -"R-28 SCTM# 1000-59.-5-21 8" RAKE R-49 CLOSED CELL SPRAY 1N' RIMBOARD --R-28 --- 28 C FOAM INSULATION R-28 CLOSED CELL CLOSED CLOSED CELL CLOSED CELL FLOOR SPRAY FOAM 1 J"x9j" LVL GIRDER FIRST SPRAY FOAM SPRAY SPRAY FOAM >> FOAM R-21 INSULATION WINDOWS TO R-21 UNFACED R-21 UNFACED DRAWING TITLE: R-21 INSULATION Master Bedroom lR-21 UNFACED BE SET AT INSULATION INSULATION AZEK WRAPPED PO- i2'-6)T— T HURRICANE STRAPPING INSULATION 81-01, R-21 UNFACED DOUBLE 2x6 PLATE FIRST FLOOR 6x6 ACQ POST-- DOUBLE 2x6 PLATE Bathroom INSULATION 2x6-16" oc WALL STUDS CL WINDOWS TO CROSS SECTIONS DOUBLE 2x6 PLATE Dining Room Area Living Room Area 2x6-16" oc WALL STUDS Bedroom /Office BE SET AT 2x6-16" oc WALL STUDS FIRST FLOOR FIRST FLOOR J" CDX SHEATHING FIRST FLOOR J" CDX SHEATHING 81-01, T AS NOTED WINDOWS TO WINDOWS TO WINIDOWS TO R-21 INSULATION BLUESKIN HOUSEWRAP R-21 INSULATION J" CDX SHEATHING BE SET AT BE SET AT R-21 INSULATION BLUESKIN HOUSEWRAP BE' SET AT —I J"x 8" HARDI-PLANK (6" EXP) NOTES: BLUESKIN HOUSEWRAP 81-01, 8,-0 J% 8" HARDI-PLANK (6" EXP) 8'-0" 94"ALLJOIST 25 SERIES 16"oc 91" ALLJOIST 25 SERIES THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1% 8" HARDI-PLANK (6" EXP) R-21 INSULATION 16"oc. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 94" ALLJOIST 25 SERIES HURRICANE STRAPPING ADVANTECH SUBFLOOR PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 16"oc. HURRICANE STRAPPING ADVANTECH SUBIFLOOR HURRICANE STRAPPING a ADVANTECH SUBFLOOR 2x6 PLATE J W FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE I I 2x6 PLATE DESIGN PROFFIESSIONAL ASSUMES NO LIABILITY FOR OMM19ONS DUE TO UNKNOWN OR 2x6 PLATE - - - - ; - . 1A" RIMBOARD UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT AW �2�#4 2xiS ACQ SILL PLATE (2)1j"x9j" LVL GIRDER L FLUSH (2)#4 HORIZONTAL REBAR GRADE R-3O FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. (2)1 J x9j" LVL GIRDER i"x 18" Anchor Bolts 32"oc. HORIZONTAL REBAR GRADE rx 18"Anchor Bolts 32"oc. R-30 (2)1 J%91" L R-30 #4 VERTICAL REBAR 4' O"oc. INSULATION SEAL: DATE: J"x 18" Anchor Bolts 32"oc. #4 VERTICAL REBAR 4'-O"oc. R-30 INSULATION 8" P.C. FOUNDATION R-30 R-30 INSULATION INSULATION NOV 15, 2025 8" P.C. FOUNDATION SEE FOUNDATION— DAMP PROOFING INSULATION PROJECT NO: INSULATION SEE FOUNDATION DETAIL 8101 31" STEEL COLUMN SEE FOUNDATION DETAIL B101 DAMP PROOFING SEE FOUNDATION DETAIL B101 SEE FOUNDATION 3J- STEEL COLUMN 1203-2025 DETAIL B101 31 STEEL COLUMN DETAIL B101 JIF NEW(2)#4 HORIZONTAL REBAR DRAWN BY: BDK C V (2)#4 HORIZONTAL REBAR 2x4 KEYWAY 0/ Cj -, ,,-- CHECKED BY: 'S - PC. SLAB WTH PC. 1'-8" x 8" CONC. FTG;. SLAB WITH 6X6 /10 Go. WWM. —0. X 8" CONC. FTG. Off SHEET NUMBER: W/1(4) #4 REBAR L.W. 64 /10 Ga.WWM. OVER 6MIL POLY AND #4 REBAR @ 2'oc. S.W. 2-0• W/(4) #4 REBAR L.W. 2'-0" X 8" CONC. 00 6MIL POLY x2'xl' CONC. FTG. 2 x2'xl' CONC. FTG. VAPOR BARRIER BAR @ 2'oc. S.W. MIN 3'--0" BELOW FINAL GIRADE 'x2'xl' CONC. FTG. FTG..- VAPOR BARRIER W/(3) #4 REBAR E.W. W/(3) #4 REBAR E.W. AND #4 RE 4 W/(3) #4 REBAR E.W. W/(4) #4 REBAR L.W. MIN. 3'-0" BELOW FINAL GRADE 1684 A301 AND #4 REBAR @ 2'oc. S.W. I'OF MIN. 3'-0" BELOW FINAL GFRADE S9 CROSS SECTION CROSS SECTION D CROSS SECTION DOB NUMBER: OF SCALE: 1/4"= 1'-0" 01 SCALE: 1/4"=V-01" 3 01 SCALE: 1/4"=T-O" 01 0 KEHL-DESIGN-ASSOCIATES, MIN KEHL DESIGN ASSOCIATES f f c residential & commercial design o consulting PO.Box 1675 phone: (6311 433-9084 (2)-2 X 6 TOP PLATE Southold,New York 11971 E-Mail: ssbn654@optonline,net (2)-I " x 9 " LVL HEADER Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: 2 f, 2 2 2 2 2 These drawings and specifications including the 2 2 4 2 4 2 4 ideas, design and arrangements represented therein, are the property of KEHL DESIGN 6 6 2_ 6 6 2 6 6 2 4 6 2 4 2 4 N 2 6 ASSOCIATES, LLC. No part thereof shall be 6 2 6 2 6 = copied, disclosed to others or used in connection with any work or project other than for which = they have been prepared without written consent. CO Z_ \ _J LU Lu = i" o o © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 0 ! PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL I x 6 AZEK FRIEZE BOARD z o COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 2 X6 - 16" OC. ( STUD > WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE ly- SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT -�"x5z" AZEK CORNER BOARDS 0 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED � EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. X I x 8 AZEK FASCIA BOARD LLJ Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building z x 6 SHOE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. INTERIOR / EXTERIOR CORNER FRAMING DETAI L WORK NOTES: CORNICED WINDOW AND DOOR HEADER DETAIL R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 12 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 4 DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 2X12 RAFTERS 16"oc:. R301.1.1 ALTERNATE PROVISIONS 8" C:DX ROOF SHEATHING AS AN ALTERNATIVE TO THE REQUIREMENTS IN I X 8 AZEK FASCIA EOARD SIMPSON HURRICANE STRAPPING SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL I X 8 AZEK FASCIA BOARD (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL I" SCREENED VENT vow, FRAMING - PRESCRIPTIVE METHOD FOR ONE- I X 6 AZEK BEADED SOFFIT BOARD AND TWO FAMILY DWELLINGS (AISI-S230) I X 6 AZEK FRIEZE BOARD G O 3) ICC STANDARDS ON THE DESIGN AND 5//, X 3 SPRUCE PACKING CONSTRUCTION OF LOG STRUCTURES (ICC400) I" SCREENED VENT 2X4 FURRING 12"oc. Rom' I X 6 AZEK BEADED SOFFIT BOARD 06-30-26 1 X 6 AZEK BEADED SOFFIT BOARD X 6 AZEK FRIEZE BOARD PROJECT: I X 6 AZEK FRIEZE BOARD (3)I-3/L" x 9-I/2" LVL GIRDER PRESSLER I X 6 AZEK GIRDER WRAP L" AZEK SHEET MATERIAL RIPPED TO GIRDER SOFFIT WIDTH. RESIDENCE 425 LAKE DRIVE 12" AZEK COLUMN 12" AZEK COLUMN SOUTHOLD, NEW YORK MAIN HOUSE SOFFIT FRAMING DETAIL_ 6X6 ACQ POST TO BE PACKED-OUT SCTM# 1000-59.-5-21 AS NECESSARY FOR CONSTRUCTION OF A 12"X12" POST (V.I.F. WITH OWNER) DRAWING TITLE: SECTIONS AND DETAILS AS NOTED WHITE PVC COATED ALUMINUM DRIP CAP NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SIMPSON 6X6 POST ANCHOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 5/4 X 4 AZEK HEAD PIECE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO UABIl1TY FOR OMMISIONS DUE TO UNKNOWN OR ANCHOR BOLT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 5/4 X L, AZEK CASING SEAL: DATE: NOV 15, 2025 PROJECT NO: 1203-2025 Fib DRAWN BY: FRONT PORCH GIRDER DETAILt�`� �' CO �� BDK 2" HISTORIC SILL PROVIDE HURRICANE STRAPPING O IN ACCORDANCE WITH THE �7i o�, HECKED BY: 2020 RESIDENTIAL CODE OF V NEW YORK STATE �, .. ,- BER: ALL HEADERS ARE TO BE CFO 051684 WINDOW CASING DETAIL A302 (2)13/"X 9� LVL UNLESS ���FFSSIO��A�-`�, OTHERWISE NOTED DOB NUMBER: OF NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF ©KEHL-DESIGN•ASSOCIATES, uc NEW YORK STATE t SYMBOL LEGEND NOTE: BEARINGS SHOWN HEREON ARE MONUMENT FND ® MANHOLE Q TEST HOLE BASED ON LIBER 12827 PAGE 708 I.P. /I.B. FND � -A'-INLET TREE FRESHWATER WETLANDS FLAGGED BY COLE O ENVIRONMENTAL SERVICES ON 6/27/25 I.P. /I.B. SET ® "B"—INLET SHRUB Los•°4 SPOT ELEVATIONS ® YARD INLET 0 BOLLARD �QY UTILITY POLE ® YARD INLET . WETLAND FLAG [� >— GUY WIRE ® ELECTRIC METER CANT. CANTILEVER CC---E1 UTILITY POLE W/LIGHT ® GAS METER FE.FENCE U LIGHT POLE ® WATER METER MAS.MASONRYGV �ECENE® v SIGN M GAS VALVE PLAT.PLATFORM �— PVC FENCE (PVC) WATER VALVE W.W.WINDOW WELL —� STOCKADE FENCE (STK) B/W BAY WINDOW ��jj —X— CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE MAR L 4 2026 —— WIRE FENCE R/O ROOF OVER FIRE HYDRANT D.C.DEPRESSED CURB A/C UNIT ® CROSS CUT G.O.L.GENERALLY ON LINE A STAKE O/L ON LINE R.O.W.RIGHT OF WAY BONING BOARD OF APPEALS K_E_ NNY'S RO_A_ D _ _ (50' WIDE) .cr- a CoF i \\ TAX LOT 22 / I / \ I / \ S44°24'30"E— Ss� IEARIN 175.00' \\ �7 116.46 SHD 58.54 / \\ �2.9' 1 i2n'/ MON / / \ SF E . / \\ m / i WF5 O \ CV \ \ o \ CLEARING SLATE M EN, Q�/WF3� O ORWEWA`( 3 4! / \\ GRW�6.B. CURB / // 1 \ WF4� \ 0 / 22.0 74 J Y WOOD DECK / 06 (0) / o a z I1 3 \ CA Q !A ^ � WF6I 1 L0, .� p n i Cli 12 di TAX LOT 21 I w WF7II STORY \ FRAME d` \ 3 a BUILDING aw$ '0 1 J12T4' 425 N IWF8 1 w "'' % 25 7 ' 4 \ 1 1 ' ' 34A! � ' ' WF9 \ I 1 III CO 1 25.4' d- WF10 \I O c' L I1 O - - -- i FND - - 62.1 LEAPING FND D ' 1 1 MON- - -v 1 T. WALL .6') b0.40',._. P.IPE 28.�1$ WRF 1 jl 141.00 2.2'+%�N 4' WIRE FEN.,WA N V 4 x 'Q W7 } WF71 ' W �z Z3 —N44°24'30"W o� I W I TAX LOT 20 1 � I I GUARANTEED TO: LOT CLEARING AREA STEWART TITLE INSURANCE COMPANY LOT AREA PRIME MERIDIAN ABSTRACT, INC. 15,488.08 S.F. = 0.36 AC. GRAPHIC SCALE DIME COMMUNITY BANK, IT SUCCESSORS AND OR 11.625.34 S.F CLEARED 15,488.08 S.F. 20 0 10 20 ASSIGNS AS THEIR INTEREST MAY APPEAR 75% LOT CLEARED 0.36 AC. GLENN PRESSLER & ANGELA PRESSLER 11 %19 IN FEET ) 2 07 24 2025 UPDATE SURVEY RP TR 1 inch = 20 ft. 1 10 29 2024 REVISED SURVEY TR JDL REV DATE IDESCRIPTION BY CHK SURVEY OF PROPERTY OF J.NEW , SCALICE land n d surveying ry e I ng 425 LAKE DRIVE, SOUTHOLD, NEW YORK 11971 * * Y mjslandsurvey.com P:631 -957-2400 SITUATE "V'0.10505"" a�� HOLD 1 South Bay Avenue, Islip, NY 11751 TOWN OF SCUT SUFFOLK COUNTY, NEWEW YORK tisFO LAND S��J� DR.:MC CREW.:NB SCALE: 1" = 20' TAX MAP NO. DATE SURVEYED:10/07/2024 JOB No.S24-5495 1000-059.00-05.00-021.000 ((1))UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY YAP BEARING A LICENSED LAND SURVEYOR'S SEAL 6 A VIOLATION OF SECTION 7209,SUB-DIVISION 2.OF NEW YOM STATE EDUCATION UAW.(2)ONLY BOUNDARY SURVEY MAPS WRH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WIORN AND OPINiDR. (3)CERRRCARONS ON THIS BOUNDARY SURVEY YAP SCNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVM ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFIGTION IS LIMITED TO PERSONS FOR WHOP THE BOUNDARY SUR/EY MM 9 PREPARED,TO MC TITLE COYPAHT,N MC FAVERNYENTN.AGENCY'.AND TO THE 11NON0 INSTITUTION LISTED ON M6 BOUNDARY SURVEY YAP.(�)THE CERTIi1GTI0NS HEREIN ARE NOT TIANSFFAAOLE.(S)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACIYEN75 EICST Ofl APE SNOV THE WPROVCTENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(BI THE OFFSET(OR DMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND LrE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,PDOLS.PATIOS PUNTING AREAS,ADDITIONS TO BURDDIOS,AND ANY OTHER TYPE OF CONSTRUCTION.(2)PROPERTY CORNER MONUMENTS WFAE NOT SET AS PART OF THIS SURVEY.(B)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTC TOTAL STATION. (S)THE EOOSIENCE fS RCM19 OF WAY AND/OR EASEMENTS of RECORD IF ANY,NOT SHOWN ARE NOi GUAAANIEEO. (10)IF THIS SURVEY WAS PREPARED MTHOUT THE BENEFIT OF A TITLE REPORT.THE COSTENCE OF ANY COVENANTS,RESTRICTIONS,EASEMENTS AND/OR RIGHTS OF WAY OF RECORD,IF ANY.WAY NOT BE SHOWN OR ADDRESSED AND ARE NOT GUARANTEED. OFFICE LOCATION: ��,rjf S yO MAILING ADDRESS: Town Hall Annex �� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) N Southold, NY 11971 Telephone: 631 765-1938 Cou G • Q LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals � s Cc: Glenn Goldsmith, President Received Town of Southold Board of Trustees Honorable Lori Hulse, Attorney AUG 03 2026 Julie McGivney, Assistant Town Attorney Zoning Board of Appeals From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: August 3, 2026 Re: LWRP Coastal Consistency Review Pressler, SCTM #1000-59.-5-21 ZBA File Ref. No. #8115 This application is a request for a variance from Article XXIII Section §280-124. The Building Inspector's February 20, 2026 Notice of Disapproval based on an application to demolish a dwelling and construct a new single-family dwelling at.425 Lake Drive, Southold, NY. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. Policy 5: Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. modifying existing sewage treatment facilities to provide improved nitrogen removal capacity Policy 6: Protect and restore the quality and function of the Town of Southold's ecosystem 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. The proposed action is on a waterfront parcel, located along Great Pond. The proposed action is inconsistent with Policy 1 because it does not enhance community character, make beneficial use of a coastal location or minimize adverse effects of development. Based on the site plan, page G1, the proposed action expands the building footprint of the single-family dwelling to over double its size, as well as almost tripling (2.75x) the size of the attached deck, combined with other proposed construction to exceed the 20% maximum lot coverage in the R-40 zoning district pursuant to the Town Code Chapter §280 Attachment 3 Bulk Schedule. This increase in lot coverage increases the adverse effects of development on the waterfront parcel. While the proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is stated in the ZBA application on the Coastal Assessment Form, there is no description of the I/A septic replacement on any submitted plans. Replacing the existing septic system with an I/A system is consistent with Policy 5, however the system must be. noted on the plans. In addition to the Zoning Board of Appeals variance, please note the proposed action is within the jurisdiction of the Board of Trustees and will require review and approval of a wetland permit. 2 I� The proposed action is inconsistent with Policy 6.3A which calls for compliance with the Town of Southold Board of Trustees laws and regulations because there are no wetland setbacks noted on the submitted site plans. It can be seen on site plan, S1, that the proposed deck expansion will bring the residence closer to the wetland boundary. The wetland setbacks must be properly labeled on a submitted site plan to determine if each structure meets the wetland setback requirements. The proposed action can be deemed consistent with the LWRP policies by reducing the proposed lot coverage to meet Town Code, confirmation that an I/A OWTS will replace the existing septic system, and that proposed structures meet the required setbacks from wetlands. The proposed action has been reviewed to Chapter §268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. 3 COUNTY OF SUFFOLK MAY 0 4 2026 EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE gpginq Board Of Appeals cc;if DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE MAUREEN GETCHELL COMMISSIONER RORY WHELAN CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER May 4, 2026 Town of Southold 53095 Main Road P.O. Box 1179 Southold,New York 11971 Attn: Leslie Weisman, ZBA Chairperson Dear Ms. Weisman: Pursuant to the requirements of Sections A14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Pressler,Angela Au5 8115 Comment: 1. Erosion and sediment control measures should be required during and immediately after construction to insure that stormwater runoff will not carry eroded and other deleterious materials into the freshwater wetlands of Great Pond. Very truly yours, By Victoria Malvone Joseph E. Sanzano,Planning Director Division of Planning and Environment JES/vm H.LEE DENNISON BLDG 0 106 VETERANS MEMORIAL HWY,2n1 FI In P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099■ (631)853-5191 �. CervPd FORM NO. 3 TOWN OF SOUTHOLD JUL 0"2 2026 BUILDING DEPARTMENT Zoning Board of Appeals SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 20, 2026 REVISED: April 28, 2026 REVISED: July 1,2026 TO: Angela Pressler 15 Baldwin PI Massapequa,NY, 11758 Please take notice that your application received December 30, 2025: For permit to: demolish a dwelling and construct a new single-family dwelling at: Location of property: 425 Lake Drive, Southold,NY County Tax Map No. 1000— Section 59 Block 5 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 13 368.65 sq. ft. parcel (buildable 12,982 sq ft) in the Residential R-40 is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The site plan shows the front yard setback to be 25.2 feet. �Allf 19-t) ';( h4aix I Au rized Signatur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. \l� NOTICE OF DISAPPROVAL ` J DATE: February 20, 2026 RE SED:, ri 28, 2026 TO: Angela Pressler 15 Baldwin PI APR 2026 Massapequa, NY, 11758 Zoning Board of Appg . Please take notice that your application received December 30, 2025: For permit to: demolish a dwelling and construct a new single-family dwelling at: Location of property: 425 Lake Drive, Southold, NY County Tax Map No. 1000—Section 59 Block 5 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming 13 368.65 sq. ft. parcel (buildable 12,982 sq ft) in the Residential R-40 is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet and maximum lot coverage of 20%. The site plan shows the front yard setback to be 25.2 feet. The site plan shows the lot coverage to be 228.9 sf. over at 22.35%. A t orized Signatur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 20, 2026 TO: Angela Pressler 15 Baldwin PI Massapequa,NY, 11758 Please take notice that your application received December 30, 2025: For permit to: demolish a dwelling and construct a new single-family dwelling at: Location of property: 425 Lake Drive, Southold,NY County Tax Map No. 1000— Section 59 Block 5 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 13,368.65 sq. ft. parcel (buildable 12,982 sq.ft.) in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet and maximum lot coverage of 20%. The site plan shows the front yard setback to be 25.2 fee�at � The site plan shows the lot coverage to be 228.9 sf. over21.7%. o in A Au rized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. JUL .2026 APPLICATION TO THE SOUTHOLD TOWN BOARD OF` a�_ AREA VARIANCE House No.425 Street Lake Drive Hamlet Southold SCTM 1000 Section: 59 Block: 5 Lot(s)21 Lot Size: 13,368.65 Zone r-40_ I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 2/20/26 UPDATED 4-28-26 and last updated 7-1-2026 BASED ON SURVEY/SITE PLAN DATED 11-15-25 revised 5-3-26 last REVISED July 1,2026(with conforming lot coverage) Owner(s): Glen and Angela Pressler Mailing Address: 15 Baldwin Place,Massapequa,NY 11758 Telephone: 516-277-6938 Fax: Email: apressle@optonline.net 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:Patricia C.Moore for(X)Owner( ) Other: Address: 51020 Main Road,Southold,NY 11971 Telephone: (631)765-4330 Fax: (631)765-4643 Email: pcmoorena,mooreattys.com Please check to specify who you wish correspondence to be mailed to,from the above names. ( )Applicant/Owner(s), ( X)Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 11-15-25 (Updated 5-3-26)(Updated 7-1-26)and DENIED AN APPLICATION DATED December 30,2025 FOR: (X )Building Permit(Notice of Disapproval last dated 7-1-26) ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy O 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:XXIII Section:280-124 Subsection: Type of Appeal. An Appeal is made for: ( X)A Variance to the Zoning Code or Zoning Map.Front yard 25.2 ( ) 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, (X )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 off ce for assistance) J Received Page 2, Area Variance Application JUL 0 7 Z026 Revised 6/2023 Zoning Board of Appear REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because:The existing house foundation was built without proper footings,and the framing will not accommodate the updated energy code. Any alterations to the existing house would likely be deemed a"demolition"due to the extent of the alterations required to meet the New York State Building Code,including a new foundation.The owners will reconstruct in thesame footprint of the house and add an attached garage for both storage and living space above the garage. The new house remains one story with the 2°d story over the garage. The second story above the garage provides living space for their family when they visit. This space can be segregated to limit heating and air-conditioning use when it is not used by the family. Most of the homes built on Lake Drive were constructed prior to wetland regulations which now limit the setbacks to Great Pond. This home and neighboring homes were constructed closer to the pond than the street. The existing house was constructed prior to zoning,is on an angle,where the closest setback is 25.4 and 39.6. Lake Drive is a 50-foot-wide road off Kenny's Road. However,Lake Drive is a secondary road,and the paved portion of Lake Drive is much narrower than 50 feet. The edge of the road to the property line is an additional 171. The house is proportionate to the property and visually setback(25.4+17)42' from the road.The Zoning Code requires 351. The land across Lake Drive,on the north side,is preserved,there are no neighbors across Lake Drive which would be impacted by the proximity to the road. Maintaining the existing setbacks to the street will not adversely affect the neighborhood and maintains the setbacks from the wetlands. The proposed construction intentionally maintains the existing setbacks to the wetlands and Great Pond. The construction is proposed in the area that is already improved with the existing residence. The original plan was to add the garage on the east side and renovate the house,however,the existing house does not comply with the New York State Building Code and cannot be easily modified to conform with the New York State Building Code. During construction the owner risks a"demolition"by definition which interferes with the construction and increases the construction budget significantly. It was more prudent to demolish and reconstruct within the same setbacks of the existing house. Mr.and Mrs.Pressler are preparing to retire,and the new house will meet all current codes of a year-round,retirement home. The project will update the existing sanitary system which is likely built.prior to the 701s. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: The existing house is L-Shaped and the garage encroaches into the front yard setback. The lot size is preexisting nonconforming and impacted by the wetlands which encroach onto the property. The proposed construction maintains the setbacks of the existing house with an addition. The side yard setbacks conform but the existing front yard setback requires variance. The existing house has no garage. The proposed house conforms to current codes and provides for the typical storage needs of a family. 3.The amount of relief requested is not substantial because:The front yards setback is existing and the reconstruction of the house with the same setbacks limits the amount of disturbance to the property. The majority of the house is one-story for the owner's retirement,and the garage provides storage and additional living space for the family. The decks and front entrance were redesigned to meet lot coverage. Received JUL 0 7 2026 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because:The setbacks of the existing house are preserv(9bnignBAard of Appeals reduced requiring a greater variance than the existing house. The homes off Kenny's Beach have been expanded into year-round homes or substantial second homes. The new sanitary will be a significant environmental benefit to Great Pond ecosystem. 5.Has the alleged difficulty been self created? {X }Yes,or { }No Why:The existing house must be demolished in order to meet current NYS codes. The existing setbacks are maintained. • Are there any Covenants or Restrictions concerning this land? {X }No { )Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COWL E WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Sig re of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day of JU' , 20 21.0 Public MADISON MESSINA NOTARY PUBLIC,STATE OF NEW YORK Registration No.OIME0002865 Qualified in Suffolk County Commission Expires March 17,242 ,J Zoning Board of Appeals Received APPLICANT'S PROJECT DESCRIPTION JUL 0'7 2026 APPLICANT: Glen&Angela Pressler SCTM No. 1000-59-5-21 Appeals Zoning Board of I. Please describe areas being removed:The existing house is to be demolished, a new house constructed in the existing footprint with the extension to the original footprint of a two-story garage addition. H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension:42 SF covered entrance; proposed dwelling and garage 1,209SF Dimensions of new second floor: over garage 21.4' x 26' over first floor of garage Dimensions of floor above second level: n/a Height(from existing natural grade): highest ridge 26'-91/4"from natural grade Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: V max M.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: One story House Number of Floors and Changes WITH Alterations: house remains one story with an attached two-story garage IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: House 1195 SF and deck 243 SF Proposed increase of building coverage: House &garage Lot coverage 2,032 SF+front entrance 42,rear deck 466 sf--total 2,540 SF V. Square footage of your lot:Buildable 12,982 SF(on survey15,488.08 SF) VI.Percentage of coverage of your lot by building area(lot coverage of buildable land) 19.56% VH. G Gross Floor Area(GFA)of single-family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): conforming(per architect) For Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): Purpose of New Construction: A Proposed New House meeting building codes with a new sanitary system VIII.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: building area is flat with slight slopes toward Great Pond. Edge of Wetlands flagged and remain undisturbed 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.Revised 6/2023 RECEIVED MAR 2 4 2026� gl I QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLI¢ MONOARD OF APPEALS A. Is the subject premises currently listed on the real estate market for sale?Yes XNo B. Are there any proposals to change or alter land contours?_XNo Yes,please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses?1-ev-5, 2.)Are those areas shown on the survey submitted with this application?—Yes_ 3.)Is the property bulk headed between the wetlands area and the upland building area? d�t7, 4.)If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? A_ _ ` • Please confirm status of your inquiry or application with the Board of Trustees:.T1 - If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? NO E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? NO 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? f 0 If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: Building Permit issued for the garage Permit#51567 issued 1/16/25-stop work order(conditioned space) 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. H. Do you or any co-owner also own other land adjoining or close to this parcel? _NO If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. NO 1. Please list present use or operations conducted at your property,and/or the proposed use n (Skzy%q - .koUSc to_ )9e_ 'Mt"S, C. t& � 3 - Z � Aut orized signature Date ��O�OgtIFfplKcOGyc Town of Southold 53095 Main Rd q I y x Southold,New York 11971 MAR 2 4 2026 Gy � �� ZONING BOARD OF APPEALS PRE EXISTING CERTIFICATE OF OCCUPANCY No: 43192 Date: 6/28/2022 THIS CERTIFIES that the structure(s)located at: 425 Lake Dr,Southold SCTM#: 473889 Sec/Block/Lot: 59.-5-21 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- 43192 dated 6/28/2022 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood frame singlefamily dwelling and accessory shed.* The certificate is issued to Faught Lynn Living Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. 0 ' e Signature E2ECEIVED BUILDING DEPARTMENT MAR 2 4 2026 TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT ZONING BOARD OF APPEALS LOCATION: 425 Lake Dr,Southold SUFF.CO.TAX MAP NO.: 59.-5-21 SUBDIVISION: NAME OF OWNER(S): Faught Lynn Living Trust OCCUPANCY: ADMITTED BY: SOURCE OF REQUEST: Faught Lynn Living Trust DATE: 6/28/2022 DWELLING: #STORIES: I #EXITS: 2 FOUNDATION: Cement Block CELLAR: CRAWL SPACE: X BATHROOM(S): 1 TOILET ROOM(S): UTILITY ROOM(S): PORCH TYPE: DECK TYPE: PATIO TYPE: BREEZEWAY: FIREPLACE: 1 GARAGE: DOMESTIC HOTWATER: yes .TYPE HEATER: Electric AIR CONDITIONING: TYPE HEAT: Electric BB WARM AIR: HOT WATER: #BEDROOMS: 3 #KITCHENS: 1 BASEMENT TYPE: OTHER: ACCESSORY STRUCTURES: GARAGE,TYPE OF CONST: STORAGE,TYPE OF CONST: wood frame shed SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: VIOLATIONS: REMARKS: INSPECTED BY: JOHNJ DATE OF INSPECTION: 5/19/2022 TIME START: END: Foam xo. s RECENED TOWN OF SOUTHOLD MAR 2 4 2026 BUILDING DEPARTMENT Town Clerk's Office ZONING BOARD OF APPEALS Southold, N. Y. Certificate Of Occupancy No. Z55b7. . . . . . Date . . . . . . . . . . . .�8� . . . ., 19.73. THIS CERTIFIES that the building located at . . 4.1*4TR. . . . . . . . . . . . . . Street Map No. #3537 . . . . . Block No. . . . . . .Lot No.2250224g 227. . . . . . .Southold. . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . .July. .1?!. . . . . . . . . ., 19. .71 pursuant to which Building Permit No. . ft7Z. dated . . .Jell►- .20.9. . . . . . . . . . ., 19. .73, was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is . . .Private. ,one. family►. .dwllind. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . .Bw4amin 33en1 aainn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . . .d.R• . . . . . . . . . . . . . . . . . . . . . . . . . . . .. UNDERWRITERS CERTIFICATE No. Al*ter. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOUSE NUMBER . . . .405. . . . . . . Street . . . . JO**. R.pO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .gouth4ld . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector FORM NO. ! TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT 4;t TOWN CLERK'S OFFICE SOUTHOLD, N. Y. MAR 2 4 2026 . ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No. Z,,8.7.5............... Date ........................July..........21......... 19..7.0. THIS CERTIFIES that the building located at Sass.....Lgke..bpi,ve.................................. Street Map No. X.x................. Block No. .=................ Lot No. =..........Stout-h6ld.......�vv-1.r.................. conforms substantially to the Application for Building Permit heretofore filed in this office dated ........................................June. 29�....... .. 19-7.0 pursuant to which Building Permit No. 4829Z... dated .........................JYM6.....�9............, 19.....0 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 ........ ......I.........&cee-&90Ty..(s&tara,0e.)...byui}d-ing............................................................................ The certificate is issued to •.•.••.••••.ouY=m........................... (owner, lessee or tenant) of the aforesaid building. House # 1+05 J.. ......... .� ? !...... ......... :. .. :::..... ............ Building Inspector ��af�g�fFQj�oGy Town of Southold 6/28/202 o �''jj P.O.Box 1179 vile Ca 53095 Main Rd 'RECEIVED oy�ol Southold,New York 11971 MAR 7 4 7076 CERTIFICATE OF OCCUPANCYONING BOARD OF APPEALS No: 43191 Date: 6/28/2022 THIS CERTIFIES that the building WINDOWS Location of Property: 425 Lake Dr, Southold SCTM ff: 473889 Sec/Block/Lot: 59.-5-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/9/2022 pursuant to which Building Permit No. 47993 dated 6/24/2022 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: "as built"replacement windows to existing single family dwelling as applied for. The certificate is issued to Faught Lynn Living Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ut o z Signature V) J W oFso�ryo ' o Q TOWN OF SOUTHOLD � 0 N Rental Permit W o`� cWi a Co -CZ co Z 0682 Z 0 N Owner: Glenn Pressler Angela Pressler Occupied as: Single Family Dwelling Located at: 425 Lake Dr Southold 59.-5-21 Maximum Permitted Occupancy: 6 Is in compliance with all of the provisions of the code of the Town of Southold,the laws and sanitary and housing regulations of the County of Suffolk and by the laws adopted by the New York State Fire Prevention and Building Code Council. Expiration is two (2) years from date of issue. The operator is responsible for arranging for the bi-annual inspection. Issued: 05/05/2025 Expiration: 05/05/2027 Code E force a tofficial This Notice must be posted by the main entrance at all times RECEIVED OK MAR 2 4 2026 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicantfor any special use permit,site plan approval, use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: .�&4e- t �Q� ph�� 2. Address ofApplicant""IS mckssa p q vas 3. Name of Land Owner(if;other than Applicant):_same 4. Address of Land Owner: 5. Description of Proposed Project: qLe-- tt-W-,k, eki G�-✓1S(1v�$ C 5�� fStlJLr 0-q-r�j 0 ct-p-CA-Y - _.gyp, 6. Location of Property: (Road and Tax map Number)__4 Z 5- -; Samna 7.Is the parcel within 500 feet of a farm operation? { }Yes { X } No L 0U--� u'/ •5 l 8. Is this parcel actively farmed? { } Yes {X } No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. (Please use the back of this page if there are additional property owners) � 24., Signature o pplicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. f RECEIVED 617.20 Appendix B MAR 2 4 2026 Short Environmental Assessment Form $III Instructions for Completing ZONING BOARD 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 1 - Project and Sponsor Information Name of Action or Project: Cam-)esll rt A7ry -" a Project Location (describe, and attach a location map): � Lade �v( S Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: 3 A—M E-Mail: 0 e 54 Address: [. ��-�� w►� ?1aie� City/PO: State: Zip Code: �& H 1 t o'5-8 1. Does the proposed action only involve the legislative adoption of a plan, NO YES local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the hat environmental resources t 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 NO YES governmental Agency? If Yes, list agency(s) name and permit or approval: 3.a. Total acreage of the site of the proposed action? . 20 acres b. Total acreage to be physically disturbed? J acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? `2�,r acres 4. Check all land uses that occur on, adjoining and near the proposed action. 9 Urban 9 Rural (non-agriculture) 9 Industrial 9 Commercial Residential (suburban) 9 Forest 9 Agriculture 9 Aquatic 9 Other (specify): 9 Parkland RECEIVE_ Page 1 of 4 5. Is the proposed action, MAR 2 4 202b NO YES N/A a.A permitted use under the zoning regulations? eg l I b.Consistent with the adopted comprehensive plan? D OF APPEA S 6. Is the proposed action consistent with the predominan c aracter of the existing NO YES built or natural landscape? X 7. Is the site of the proposed action located in, or does it adjoin, a state listed NO YES Critical Environmental Area? If Yes, identify: K 8. a. Will the proposed action result in a substantial increase in traffic above present NO YES levels? x b. Are public transportation service(s) available at or near the site of the proposed X action? c. Are any pedestrian accommodations or bicycle routes available on or near site of X 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: cwA � 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: &h w, I A- x 12. a. Does the site contain a structure that is listed on either the State or National NO YES Register of Historic Places? x b. Is the proposed action located in an archeological sensitive area? x 13. a. Does any portion of the site of the proposed action, or lands adjoining the NO YES proposed action, contain wetlands or other waterbodies regulated by a federal, X state or local agency? b. Would the proposed action physically alter, or encroach into, any existing x 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. Chec�C all that apply: 'Shoreline ❑ Forest ❑ Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal, or NO YES associated habitats, listed by the State or Federal government as V 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 NO YES r non-point sources? If Yes, a.Will storm water discharges flow to adjacent properties? XNO ❑ YES b.Will storm water discharges be directed to established convekpce systems (runoff and storm drains)? If Yes, briefly describe: 14 NO ❑ YES Page 2of4 18. Does the proposed action include construction or other activitiesRtOWWlt in NO YES the impoundment of water or other liquids (e.g. retention pond, waste lagoon, dam)? Y If Yes, explain purpose and size: MAR 7 4 ZOZB . I` '19 1 IS 19. Has the site of the proposed action or an adjoining prop e� �bc.WXTR606 0PEALS NO YES of an active or closed solid waste management facility? If Yes, describe: Y 1` 20. Has the site of the proposed action or an adjoining property been the subject or NO YES of remediation (ongoing completed) for hazardous waste? If Yes, describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor e: ?7V Date: Signature: Part 2 - Impact Assessment. The Lead Agency, is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?" No, or Moderat e small to impa large ct impact may may occu occur r 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area (CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public /private water supplies? b.public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of ological, important historic, archae 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 3of4 No, Modera or to to small large impa impact ct may may occur occu r 10. Will the proposed action result in an increase in the potential or for erosion, flooding problems? drainage 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. RECEIVED MAR 2 4 2026 ZONING BOARD OF APPEALS Page 4 of 4 Board of Zoning Appeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) I, Glenn and Angela Pressler residing at 15 Baldwin Place,Massapequa NY 11758 do hereby authorize Patricia C. Moore to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. RECEIVED Glen ressler MAR 2 4 2026 ngela P sler ZONING BOARD OF APPEALS RECEIVED MAR 2 4 2026 APPLICANT TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OF APPEALS (FOR SUBMISSION BY OWNER and OWNERS AGENT) The Town of Southolds Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: GLENN PRESSLER,ANGELA PRESSLER AND PATRICIA C.MOORE NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance X Special Exception If Other, name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other Trustees Do you personally,(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?Relationship includes by blood,marriage, or business interest. " business interest means a business, including a partnership, in which the Town officer or employee has even a partial ownership of(or employment by) a corporation in which the Town officer or employee owns more than 5%of the shares. YES NO_X Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself(the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship 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 than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this Z-10 day of Signature: G e ressler gels Pressler Patricia C.Moore RECEIVED Town of Southold colts MAR 2 4 2026 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS ZONING BOARD OF APPEALS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# --)7 - 5-- - a;2-1 The Application has been submitted to(check appropriate response): / Town Board 0 Planning Dept. 0 Building Dept. 11 Board of Trustees ✓/ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation,land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: :1"-0 6 W, 'RA C. Q(c 6mat, I Location of action: L t" 0.�e L a Is RECEIVED Site acreage: d 9 at;- MAR 2 4 2026 Present land use: ��►f,{7 USA Present zoning classification: �—�v ZONING BOARD OF APPEALS 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: fA -a r (b) Mailing address: ► �j �l(ry v� � .� , J��S S G Dow V&,, (c) Telephone number: Area Code 9 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ Nop I If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. U Yes ❑ No ❑ Not Applicable r s Y�6 S— ICY Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No [Z Not Applicable ki o n�OCCi✓1` (L° �V(C� Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes [11 No Not Applicable 9115 RECEIVED MAN 2 4 2026 70NING BOARD Or APPEALS Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 91 Yes 0 No 0 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes 0 No 0 Not Applicable r Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes [] No[] Not Applicable t ac n RECEIVED MAR 2 4 2026 Attach additional sheets if necessary ZONING BOARD OF APPEALS Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. LM Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. 91 Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesEl No X Not Applicable r Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No P Not Applicable . RECEIVED MAR, ?4 2076 ZONING BOAKU OF APPEALS Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ NoJM Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 5fl Not Applicable Created on 5125105 11:20 AM elk r 444 10, -r✓ -.J• i d. {fJri i It 1.• ` ,:/E... +I�i't� .✓+'�.�„•�` �� ►�J'+Swo` � � fJ�1Rk�. _� ,*�i'/ 1l j k�•r?. ��s �� � If Ism IL s i : '0•7" it � P burr � Pa 'gip'` t= :. �- - _ ,, Rr•' _ �t,�: mow-- y r 't' -- I v�G� •4:.C°•-� `�'�� �L -� r ifµ.-�-"�'^-.— _ __ ., a �c - .. -. ,4w �. r - ' b 1 f' '�I .� �ar'�♦ it ��� S t.�`-e: �!�s of. •. Ora Wd ��jj 4 .61 .r. f ,, Now it At ,mown MEN .•..� � tag+�r•, ��. h Imo'�,`��i•'�i��r�'�`E{:pF r "Wit.I 71 ". alp �i 1`t'E `�.f+d � � ' �f R.: .� ,1 `. ..... � ^� t � ��,�. .�`.�: • ? :` � r `T.'. �,. .� r 'u � �. ✓ t y.,•! �.:I - d � • � 'to�r � r G �' {h��, t�' . w� 17fa�. �t���. •y.hry?. A •`un�c .?4"� r�''��1i. _ � �`g�;, �Y4r•�. 1E��. y.:''' �1' •�. ?'„'+ `, :� '�!f�!:> as - r ylp.g`� j aY..3L,'�lix• .� .-'j' � � tj:•+�t�.'X.R���,r`�/ �� `,y1. k E +�'9�:� f �{l� F`'-'�..yww i A�� ` �1r ,��,+. 14oYti�.d �Y� C�,�{ �� � � 'O•` `,, \ N r�, - -•h... Gri a tBRlw,Jy�T. 'M r; 'Sar T.w .• r� e! r `:•� i��_ A Y LJ r � 7 ' r , .I Opp y `$.rt - i W- 5� 4df .4 _ Now� �:y + ,�i _ _. ,.mow/ r_.�r,.'�T�2�^�' 7��� .i .� -�.. � cam•_ _ 'n.. '' ��'i`=�..�b�Y �3�„r.+s'r:• � ., -- k ." •err � � �,�. !?�-, , � �■■■■� � 'lam \�;�, _ , . r � s 7-7 TOWN OF SOUTHOLD PROPER P CAR® OWNER. STREET f ^ VILLAGEui5l. SUB. LOT J "j��r^ .�.,, V /�_...�+.- � • a ,,, d ter: FORMwR OWNER N E p' ACR. _ ! / S �/�/ TYPE OF BUILDING - _ f ' ,;,, ,,`- f r 'i r - �F �y,r"', p. _ -'� ,r s :o4>d •f _ w.. -ta u.-,,. E Q�c SEAS.? ',' !! VL. FARM COMM. CB. Iv11SC. Mkt. Value ` LAND IMP. TOTAL DATE REMARKS 7�)/ l_�P, ./:rr�_ �,� rl CG�1 �d ,� �>� -�"!"✓ �.({_?_: ,ai: 917. -f Aa ���.".3� �r`f� ..'�'i•'i�%3'.Sc u C'i;I L?tl f.✓'r'rid- 2, t" r ! ,ry'' V•,_. ��/%/" e 1 / j ft j3 f�'^tS "Id �5 p ._._} ) .� _� �4`�e�`�' fp `�� �':,�.t','!a�g f"L�t 11 T C i s, a f t.r41K'� r'1on`t-vW �l f C� BUILDING f OND"fTfON <X,E� I ti r 4, i r �D ./n ..�" =Z/r J s' -, r`/4'1 1 r(�s— �-p.S [s�a i f. f� .,. V ..( NEW RM L BELOWa/ r } r �,' ) c. _ W z� '3 �.. ;�� -1'�-u-- >�✓'�M-r'��a^t���� 1 •...�.g.�� .,��' '`�,f 5":�t�IZS5�e l FARM, Acre Value Per Value / Acre4 able 1 Tillable 2 —j Tillable 3 c� a Woodland t® � -- Swampland � "`' FRONTAGE ON WATER �`1 4���:•. - <: _-_ 1 Brushlond FRONTAGE ON ROAD ' _ i House Plot DEPTH BULKHEAD i Total DOCK t _N1 a _ p`° U cd. i w oa COLOR Q m- Q �! TRIM } ! _ .� i if r ,•' �' � �; i yam,-�:> r � •'�$ <fWU 4 5•'a M. -Bldg I _ ''- ,� -- - -- Foundation Bath Dinette Extension f � " _ � _ �� " ,.,06sement Floors . � 1 K. Extension !"-t- r'Ext. Walls Interior Finish �'"' " t `` LR. Extension i Fire Place f Heat r-e, DR. Type Roof Rooms lst Floor BR. ti. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch _ ln ;} Dormer Breezeway e `' " } Driveway Garage Patio Total I1j ' ! - . a ZBA CHECK FEES - 2026 Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/25/2026 Pressler,Angela 8115 $1,250.00 6560 4/10/2026 3/30/2026 Von Hassel,Alfred 8116 $750.00 2352 4/10/2026 4/7/2026 Leis,David 8117 $1,000.00 2982 4/10/2026 4/7/2026 Leis,David 8117 $750.00 2984 4/10/2026 4/9/2026 Shannon,Andrew 8118 $1,750.00 29856 4/10/2026 $5,500.00 of Southold r.,.J Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/13/26 Receipt#: 353978 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8115 $1,250.00 Total Paid: $1,250.00 Notes: Payment Type Amount Paid By CK#6560 $1,250.00 Pressler, Angela & Glenn Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Pressler, Angela & Glenn 15 Baldwin Place Massapequa, NY 11758 Clerk ID: SABRINA Internal ID:8115 1 J Sakarellos, Elizabeth From: Madison Messina <madison@mooreattys.com> Sent: Wednesday, August 5, 2026 3:30 PM To: Westermann, Donna; Fuentes, Kim; Sakarellos, Elizabeth RECEIVED Cc: Patricia C Moore; Betsy Perkins Subject: [SPAM] - Pressler Submission AUG 0 5 2026 Attachments: 08.05.2026_LTR to ZBA_Neighbor Variances.pdf ZONING BOARD OF APPEALS Good Afternoon, Please seethe attached letter with exhibits. Pat will bring copies with her tomorrow to hand out to the board. Best regards, Madison Messina Paralegal PLEASE REPLY TO ALL Moore Law Offices William D. Moore, Esq. 631.765.4663 Patricia C. Moore, Esq. 631.765.4330 Facsimile: 631.765.4643 Mailing & Physical Address: 51020 Main Road Southold NY 11971 www.mooreattys.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. DECEIVE® PATRICIA C. MOORE Attorney at Law AUG 0 5 2026 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Z®NING BOARD OF APPEAL-S Fax: (631)765-4643 Betsy Perkins Paralegal Madison Messina, Paralegal August 5,2026 Southold Town Board of Appeals Southold Town Hall Annex 54375 Main Rd. P.O. Box 1179 Southold,NY 11971 By email &Hand deliver at hearing RE:Pressler Variances 425 Lake Drive,Southold Dear Chairperson Weisman and Board: Enclosed are the following decisions granting setback variances on Lake Drive(Lake Court&West Drive) . The"Front Yard"setback variances heighlighted: Tax Map Appeal#and Year Name Relief Granted 1000-59-5-6 #3436 1-9-86 Charles& Sylvia Wild Addition to existing 250 Lake Court, dwelling with Southold insufficient side yard (5.51 Front 36' 1000-59-5-7 #2314 7-19-77 George Bambrick New dwelling—front Corner Lake Court& yard 32 to Lake Lake Drive Court, 16' side& 12'3"sideside yard 1000-50-5-16 #1653 9-7-72 William Workle Side yard at Less than Lake Drive code re uired 7.1 (107383 7-16-2020 Stephen Spiller (1)Additions& 59-5-8.3 Alterations to single 85 Lake Court (202314 8-4-77 family dwelling-front -yard seback 15'-113/8" Continued: I (2)New dwelling with insufficient setback& rear setback 17.3' to Lake Court 1000-59-5-29.3 (1) #3649 2-13-96 Christopher Connors (1)Front Yard 350 West Drive (2) 1506 3-16-72 setback 14' (2) subdivision with insufficient area& 280A Ve ours, atricia C.Moore PCM/mm �c NS'rR.lt GT �d b�'-�o.✓ 7-a -�tJ E�.z..✓� w�TrF iNS r *• Southold Town Board of Appeals MAIN ROAD- STATE ROAD Z5 SOUTHOLD. L.I., N.Y. 11971 TELEPHONE 1516)765.1809 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 3436 Application Hated November 26, 1985 (Public Hearing )/9/86) TO: Mr. and Mrs. Charles W. Wild [Appellant(s)] 24-44 169th Street Flushing, NY 11357 At a Meeting of the Zoning Board of Appeals held on February 6, 1986, the above appeal was considered, and the action indicated below was taken on your [ ] Request for Variance Due to Lack of Access to Property New York Town Law, Section 280-a ( l Request for Special Exception under the Zoning Ordinance Article , Section [Xl Request for Variance to the Zoning Ordinance Article III Sections 100-30, 100-31 , Bulk Schedule "A" [ 1 . Request.for . Application of CHARLES AND SYLVIA WILD. Variance to the Zoning Ordinance, Article 111, 5e-cTloqs 100-30 and 100-31 , Bulk Schedule "A" for permission to construct addition to dwelling with an insufficient sideyard setback, premises known as 250 Lake Court, Southold, NY; Suffolk Co6hty'Tak Map District 1.000, Section 59, Block 5, Lot 6. WHEREAS, a public hearing was held on January 9, 1986, in the Matter of CHARLES AND SYLVIA WILD, under Appeal No. 3436; and WHEREAS, the board has considered all testimony and documentation entered into the record concerning this application, and it is noted that no public opposition has been received; and WHEREAS, the board members have personally viewed and are familiar with the premises in question as well as its surrounding area, and WHEREAS, the board made the following findings of fact: 1. The property in question is situated at the north side of Lake Court, along Great Pond ("Lake Leeton"), Southold, and is iden- tified on the Suffolk County Tax Maps as District 1000, Section 59, Block 5, Lot 6. 2. The subject premises contains an area of approximately .25 acre, with 151' frontage along Lake Court and 86.46' (along a tie line) along Great Pond (easterly property line), and is improved with a single-family, one-story frame house as shown on survey dated November 29, 1971 prepared by Roderick VanTuyl, P.C. for the applicants. 3. By this application, appellants request a Variance to Article III, Section 100-30, and Bulk Schedule for permission to construct an 6'8" by 9' bathroom addition leaving an insufficient setback from the west (side) property line at 5.5 or more feet. The present setback is 14 feet. 4. It is noted that the dwelling faces Great Pond and is like so many other waterfront lots with the street side of the house the "side" except under the town's zoning regulations defining it as the "front" and the back side of the house the "side yard" technically. (CONTINUED ON PAGE TWO) DATED: February 11 , 1986. CHAIRMAN, SOUTHOLD TOWN ZONING BOARD OF APPEALS Form ZB4 (rev. 12/81) Page 2 - Appeal No. 3436 Matter of MR. AND MRS. CHARLES WILD Decision Rendered ebruary 6, 1986 In considering this application, the board has determined: (a) the relief requested is unique; (b) there will be no substan- tial change in the character of this district; (c) the relief as requested is not substantial; (d) the public health, welfare, and safety of the town will be served by upholding this application; (e) it is within the best interests of the town to grant the application, as noted below. Accordingly, on motion by Mr. Grigonis, seconded by Mr. Goeh- ringer, it was RESOLVED, that permission BE AND HEREBY IS GRANTED as applied under Appeal No. 3436 for.permiss on to construct 6'8" by 9' bathroom addition, SUBJECT 'TO THE 'FOLLOWING CONDITION: That the setback from the easterly (side) property line be not less than 515" at any time in the future. Vote of the Board: Ayes: Messrs. Goehringer, Grigonis, Doyen and Sawicki. (Member Douglass was absent.) This resolution was duly adopted. 1 k / ` si UERARD P. GbE R GER, C 1A February 11, 1986 ._. ._i '_ .Di�i� rI �J BY DATE oZ)13 r,cZ HOUR I1'.3��d•�! M�o_u�flffd Town CIex Tow c� J SLOG.DEPT. TOWN CF EOUT.DLD Ill _ 4v.®Md � II "AP OF LAND \J y SURVEYED FOR AT v. SOt DTI-tpt,.�7 • � V .�l.lF�piK �4LlfKTY� t��,Y. C� a'VA �6lOf Ycxrl�Q@cr �G'FNi 5ecur��y'I'!'�•I�e �!r Guclyaw i CO. fp fh0 SoufkoN Savllws Sollk os sayv¢rfed Nov.29, 19'rt. VAN -iJyi $ °$Ohr . � I TOWN OF SOUTHOLD, NEW YORH DATE Aug 4A 1977 ACTION OF =9 ZONING BOARD OF APPEALS Appeal No. 2314 Dated Jdly i 9,• 1917 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To George Bambrick Appellant 46 Cedars Road Caldwellv•N.J. at a meeting of the Zoning Board of Appeals on August 4;- 1977 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section '. ................ Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 10:30 P.M. (E.D.S.T.) upon application of George Sambri.ck, 46 Cedars Road, Caldwell, New Jersey for a variance in accordance with the Zoning Ordinance, Article III, Section 100-30 and Bulk Schedule for perission to construct dwelling with in- sufficient setback and rear yard. Location of property: Lake Drive and Lake Court, Southold, New York,.bounded on the north by Lake Drive; east and south by Sondericker; west by Lake Court. 2. VARIANCE.By resolution of the Board It was determined that (a) strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties allke in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ) be reversed. SEE REVERSE K V ZONING BOARD OF APPEALS FORM ZB4 Zin 0 Apoe o �•i After investigation .and inspection -the Board finds that the applicant requests permission to construct dwelling with insufficient setback and rear yard, Lake Drive and Lake 'Court,' Southold, New York. The findings of the Board are that the applicant has an unusual hard- ship. The property is an undersized lot of approximately 7,000 sq. ft. and is a corner lot having two front yards. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, George Bambrick, 46 Cedars Road, Caldwell, New 4ersey be GRANTED permission to construct dwelling with insufficient setback and pear yard, Lake Drive and Lake Court, Southold, New York, as applied for, subject to the following condition: The main house shall be no closer than 32' to Lake Court, no closer than 16' to the southerly line adjoining Sondericker, and no closer than 1213" to the easterly side line. Vote of the Board: Ayes: - Messrs: Gillispie, Bergen, Hulse, Grigonis, Doyen. I2lECEIVED AND FILED BY TIC SOUTHOLD T01.1111 CLERK DATE --?6-q7 HOUR 10-"W N T=erg, Town of Southold i SUFF.CO.HEALTH.'APT.APPROVAL H.S.NO. x l OWNER. v I \.• :.��. � ••:.^ i_ < ...... .... ..Yam. • AREA: Taco :=i�•ra�r•�cTrTt• r-t-��r:o � �� ! I _ �--. •- 5�.1.•�r i3,'C::! ir! �jl'.,.'GYi•l'�7Y.c� � �� 1 _.. � { . . _ ..._ -�y � •'�""'r-•-may '. - 'L��� ti` • pia _ �� n� �p ftl n r I. • r iy I , i OgLD ARTTATIpT Os ADDSTgN ' TM MAY A VgfA7M OF •. fCnMA 7=9 C7 THE HEW IJEH SFAR { DCARON LAW. OMS CF TM SV- b-V NOT UACHO it Lk D SC_Y:TD.'S 4t.A Y.A:of �•, , SO �/G GQ •,.- t SToWn JAt.mA:t mr fE E:C:6DfEm if A vx�v f t.C Wt. • � � ,.• ',��`2.. � ACAi.17�If=:•'Ai'D 1:::^A 44LL RiQ7 r L M. i0 N:C -.5p,.IN v7:.0 NC=VEY - •i . +�' � �� ♦�� ,i FCN:A:.a..A:'D a:.�r:5-�A�s!o rq •1U COMMA T.J.^V;U J..At AOLl=AND 02 c uc:aosfaN LWO&COA AND 7N9 ASSIGMS of r:E t'J.DWG MIj- T'TLE CF.RTIF, GUALA MU AM Ko T SMf&AMC T ADD O ni STAMP i r r 'ry•' "fit•-'^� RODERICK VAN TUY!.. P. C. xv Lim LAND SURVEYORS.GREENFORT.N.Y. J'.T.;TT:L. .�. i Jw .. �j!^7;,N PT!• :%'i:.f:�.�•'..7. :^/'.1::`l�e�!::GL.�.�Lr?f' 7, ZST MOLE ...SU FF.CO.DEPT.OF HEALTH SERVICE'S STATEMENT OF INTENT { -� O. I FOR APPROVAL OF CONSTRUCTION ONLY 1 F i THE WATER SUPPLY AND S216JAGE DISPOSAL SYSTE'..:o FOR THIS Rai I DATE: - I DZNCi WILL CONFORM TO THE STANDARDS OF SUFFOLK CO. DEPT_ NO.: - _ OF HEALTH. ERVIGGS. r i c:c.:�• p 1 ..,�, .. .. . . a i .rain - —.—„=i; .. / • ,' �W ._ �� ��� /y/fir///'�[�/L//"/////� , �.�-- if � � � 1 � — � `. 1 I i � i �� i i .ram i TOWN OF SOUMOLD, NEW YOBS DATE y,^gpty ..7, 1972 ACTION OF THE ZONW0 BOARD OF APPEALS Appeal No. 1653 Dated August 21, 1972 I I ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To William Worhle An 426 Mt. Misery Road Melville, New York at a meeting of the Zoning Board of Appeals on September 7, 1972 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance A) Request for a variaa to the Zoning Ordinance 1. SMLAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be,denied pursuant to Article .................. Section .................... Subsection ...........__.... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 7:45 P.M. (E.S.T.), upon application of William Worhle, 426 Mt. Misery Road, Melville, New York, for a variance in accordance with the Zoning Ordinance, Article III, Section 301, for permission to build addition to existing structure with insufficient side yard. Location ofproperty: south side of Lake Drive, Southold, Now York, bounded north by Lake Drive; east by Orr; south by Great Pond; west by V. Ceechilii. Fee paid $15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike is the immediate vicinity of this property,and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed ( ).be reversed. SEE REpVEEtSE ,APPROVED ZONWa BOARD OF APPEALS FORM ZB4 a(. i' arjoria- McDermott, Secretary 1 an Bo p Be Southold Town Board of Appeals �I l After investigation and inspection the Board finds that applicant requests permission to build addition to existing structure with insufficient sidayard on premises located on the south side of Lake Drive, Southold, New York. The findings of the Board are that this is an undersized lot with respect to width, and that it would be an unusual hardship to,require strict adherence to the side yard requirement. The Board agrees with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit• of the Ordinance. THEREFORE a M RESOLVED William Worhle, 426 Mt. Misery Road, Melville; New York; be GRANTED permission to build addition to existing structure with insufficient sideyard on premises located on the south side of Lake Drive,• Somtholdy New York, as applied for. Vote of the Board: Ayes:- Messrs; Gillispie, Bergen, Grigonis, Hulse. L tAil \� 0 f �e3p,Sdir Fn 3 L_ N f: �cefrc. I sty i L_ fI: hI. ALTERATION OR ADDITION r S SURVEY IS A VIOLATIoN OF Q , ION 72c9 OF THE NEW PORK STATR N ATION LAW. �. COPIES OF THIS SURVEY MAP NOT SEARING THE LAND SURVEYOR'S INKED SEAL OR Wor N(e MAOSSED SEAL SHALL NOT Y CONSUDERED TO SE A VALID TRUE COFY. 1 GUAMMEM INDICATED HEREON SHALL R1M' `C OMY TO THE PERSON FOR WHOM THE PAW V IS FREPARM,AND ON INS IRNALF TO THE . . TREE COMPANY,GOVERNMENTAL AGMCT. DING bWTIVTIOH UM HEREQ%AND TO THE ASSIGNEES OF THE L8494 Dim i TUTION.GOAL-TFFS ARE NOT .S TO ADDITIONAL DISTMMOws of S 7ff L . aWNEn, I duel Auel Us efJUVISAD T 97 MAY /7, 1972 r R 1-,4 G � � �' /�OtG i Lo1'`ae r�f®r fo'%+�d o��'kCsi� • M,4P C7s G,qN� Sou^all-on-Soard"un SL/K'vaYE-,o FOR' V/TQ CZCC1{1N/ 11XdY6 /ntci'-G.av�r7' I•Tif�c S O 4.1 TH SGmf�. S4 A, �A0 t' .. '• lJ l 4 'V z S ;1tx', Ste 51 .* .d 5 n. S� le� dew r C0 .; 2-oito �. »t. _ .:1 v. ... ✓.tom :} I-AA<E dale o► fAKE AGE �s c t' 7 y �?' .} //�J� T dT.. ��/NSI .*eucT �'.•j--'. �ND /�"E�3.e �f1'.E's3. — c'L� f,SACiC �,.' r�. �p/�RoYcd 44 �y. �s �9Pp�,Et1 �•� . . C� xEn f 1 CHECK BOXESAS COMPLETED_ ( )Tape this form to o -• r �-..— ._ �,.._ ' i l 1 ' O Pull ZBA copy of N[ ( ) Check file boxes foi e� m ( rAssign next numbe -• outside of file fold ( ) Date stamp entire -? ao co co j file number x R o° m 0 ( ) Hole punch entire :+ ' m xO CD �• _ (before sending to _' a. = 0 ' ( ) Create new index ^' z Ca `° Print contact info ' ' ( ) Prepare transmitta o m y' Send original appli to Town Clerk ( ) Note inside file fril and tape to inside , ( ) Copy County Tax neighb�rs and.G• ( ) Make 7 copies and, ( ) Do mailing label NPOI BOARD MEMBERS SOUr Southold Town Hall Leslie Kanes Weisman,Chanperson O�Q� y� 53095 Main Road•P.O.Box 1179 Patricia Acampora ~ Southold,NY 11971-0959 t Office Location: Eric Dantes �, ac Town Annex/First Floor, Robert Lehnert,Jr. Gam► 54375 Main Road(at Youngs Avenue) Nicholas Planamento O`,yC� RS E® http://southoldtownny.gov ;S0h0ld ZONING BOARD OF APPEALSL 2 9 2020 TOWN OF SOUTHOLD a. 7" Tel.(631)765-1809•Fax(631)765-9064 Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 16,2020 ZBA FILE#7383 NAME OF APPLICANT:Rhoda M.Urman and Stephen Spiller PROPERTY LOCATION: 85 Lake Court,Southold NY SCTM# I000-59-5-8.3 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 14,097.74 square foot parcel located in an R-40 Zoning District and is an irregularly shaped comer Iot The southerly property line measures 98.14 feet along Lake Court, the westerly property line measures 49.21 feet along Lake Drive, the northerly property line measures 100.00 feet and the easterly property line measures 111.51 feet. The parcel is improved with a two-story frame dwelling with walk out cellar,wood deck, wood walk, shed, and balcony. All is shown on a survey prepared by Kenneth W.Woodchuck,L.S.,dated April 24,2019. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Sections 280-124 and the Building Inspector's December 11,2019 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at 1)less than the code required minimum front yard setback of 35 feet;located at 85 Lake Court,Southold,NY SCTM# 1000-59-5-8.3. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing single-family residence. The proposed setback is 15 feet, 11-3/8 inches from the southerly property line fronting Lake Court where the code requires a minimum front yard setback of 35 feet. ADDITIONAL INFORMATION: Variance relief was granted to a prior owner and the adjacent property owner to allow for non-conforming lot size when proposing a lot line modification,ZBA#4405,dated August 21, 1996. 1 I i Page 2,July 16,2020 � 1, 1 #7383,Spiller SCTM No. 1000-59-5-8.3 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 9,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law&267.-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing building is located on a corner lot with frontage on Lake Drive and on Lake Court which is a very short dead-end paved road leading to Great Pond.Only one other house is on Lake Court and there are wetlands across from the subject property on this small street. The architectural front of the house faces Lake Drive. The proposed improvements,which include a new screen room on the side of the dwelling facing Lake Court,and new decking and balconies,will have no visual impact on any adjacent properties,are largely within the existing non-conforming building envelope,and the existing architectural style of the dwelling will remain the same. 2. Town Law 5267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. The proposed modifications are within the building's pre- existing non-conforming setbacks. Any addition and alterations will require the benefit of an area variance. 3. Town Law 6267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 5740/o+/_ relief from the code for the proposed front yard setback from Lake Court. However,although the proposed comer of the second floor balcony on the north elevation facing Lake Drive will reduce the existing front yard setback from Lake Court by 2 feet+/-,the two streets that front along the applicant's very irregularly shaped subject lot,are both curved and the proposed setback reduction will hardly be discernably on either street. Additionally, the existing dwelling has a very large front yard setback from Lake Drive which is the primary road. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 6 67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 5267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated house while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes,seconded by Member Acampora, and duly carried,to GRANT the variance as applied for, and shown,on site plan (T-001.00) dated December 11, 2019 and Architectural Plans dated December 6,2019 and labeled T-101,DM 100,A-100,A-201 all prepared by Erich Urs Schoenenberger,Architect. SUBJECT TO THE FOLLOWING CONDITION: �1I Page 3,July 16,2020 #7383,SpilIer SCTM No. 1000-59-5-8.3 1. All existing and proposed wood walkways,steps and landings on the subject property must conform to current building code standards That the above conditions be written into the Building Inspector's Certificate of Occupancy,when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit, 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, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met;and failure to comply therewith will render this approval null and void. 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. 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. Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehnert,and Planamento(5-0). 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DEC 2 6 2019, Zoning BODrd'Otpppews LAKE DRIVE CO£OF PAVEMEINT N 35eS3'30P E 4.9.21' Cin o �[+ g Y� �'Ve O R[OPOSFD m 9000T 08X FIR IV FM TD IawN LAND N/F OF EU EN HERUM GM7EVER OVER PAW 4 .. .. ...:., c a ° • . woo U.P. (Q/�, lny� u: :•. WALIrD STAN �� N•'. � O v o E)Q;IOIO TIDLD - w00D ECk _ — SIDOP&sum TO EE TMITOVEO SCSI FM z Try Tema 'SNOW FENCE W XE at ta GRAVEI Z PARIGNO n Ln O a M/ gOF S 25e02100"W�°,s I .. .. LAND N/F OF I MATTHEW NARDELLA WE WATER SUPPLY, 8EL"ORYYA=AND CE S IM LOCA7ILWS SHOW ARE FROU RaD OBSERVAII&M AND W DATA 09TAMM FROM OTHERS AREA:14.097.74 SQ.Fr. or 0.32 ACRES ETEVATIOV DAIUY: UNAUTHOR RED ALIM170N OR ADOVTION TO MS SURVEY 6 A VIOLATION OF SECTION 4M OF 7HE NEW MW STATE EDUC471OV LAW COPIES OF 00 SURVEY MAP NOT BEAlE'HG?HE LAND SVRIfMS&WOSSED SEAL SHAU.NOT BE WiSIVERED W BE A VALID TRUE COPY. GUMANIM OVDICA70 HET W SHAM RLW QNLY TO IK PERSON FOR KNOW 711E SURVEY IS PREPARED AND ON HIS BEMUF TO 7HE TIRE CaVPANY.GOVfRNME11TAL AGENCY AND LEMVNG W97UTI0N LISTED HEREO,AND TO WE ASSI99ES OF THE L&MG OV RIU170A&GUARANTEES ARE NOT TRMSFOMM' THE OFFSETS OR DIME SONS MOM HEREON FROM WE PROPERTY LINES TV THE STRUCTURES ARE FOR A VE07C PURPOSE AND USE IWU:QRE THEY ARE NOT INTENDED M MdWAfENT THE PROPERTY ONES 0?TO GUMS THE ERECTION OF FENCE$AODInaM STRUCTURES OR AND OINER IMPROVEMEMS E01SEVE7175 AND/OR SUBSURFACE STRUCTURES RE'COROW OR UMTECOROED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 77ff?NE OF SURVEY suRYEY OF: DESCRIBED PROPERTY CERTIFIED TO: STEPHEN RICHARD SPILLER; MAP OR RHONDA MAY URMAN; FIDELITY NATIONAL FRED, _ TITLE INSURANCE SERVICES. LLC; SITUATED AT:SOUTHOLD Tom m-SOUTHOLD �NNBTH M T►OYC1331K LAND 9[RiYBY1NG, PLLC SUFFOLK COUNTY. NEW YORK I Professional Land Surveying and Dew J"/ P.O. Box 153 Agnabogue. Now York 11931 FILE/19-51 scatE 1'�20' DATE APRIL 24, 2019 PONE(03L)m-LOea PLC(LIs1)us-Lana N.Y.S USG NQ O408B2 m.mLtotu�1a.noma.at ndKet 7.Eam.q r Tmn.th M.tqenPk 85 LAKE COURT SOUTHOLD NY,11971an"Ok S A A. t ....,, k-: —A _ PHOTOS to NOW .. , I 4 �I•.rb ,;.•r{ �,� a 1 u A Iff. OF _ ti ...•...,. A � � �9 .Iwau i •w ti uu�c..Irr• PHOTO 9 PHOTO 4 y�Q' I - tl 11 0 LAkM COURT RESIDENCE �tY _ b lM!G014' t 'i STAKE OUT _K~ i PHOTOS 40" 4 t "i w �{ y 3 1 Im, 1 UEt 2 6 Z00 00 PHOtO 1 . . .., SITE PLAN A WIC )Y•ry .._... ..___._.__._ lei { s �oticsT,@ac c�- S S9 _ �� �� �l I � �( 9 �.cw .a•v/P aJ � � �,�,�tz�?5 � .ice � -w-�-�at / 1n _ ��Jr'd � 3l/6! 7���L�.�.o� �L�x,4l�Gj�•�B..c2�ta��Q' o�#'�oT—�'1%nd� .mod_ f�Q �ii�-.e. . M o�S11ffOL�coG APPEALS BOARD MEMBERS a`t` y� Southold Thwn Hall Gerard P.Goehringer,Chairman o 53095 Main Road Serge Doyen,Jr. y �� P.O.Box 1179 James Dinizio,Jr. Are O Southold,New York 11971 Robert A.Villa Fax(516)765-1823 Lydia A.Tortora Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS Appl. No. 3649 as amended 2/13196: Application of CHRISTOPHER CONNORS, for a variance based upon a Notice of Disapproval issued by the Building Inspector dated 2/8/96 for a building permit to construct single-family dwelling with an insufficient front yard setback, Article IIIA, Section 100-30A_3, and subject to obtaining approval from the Southold Town Trustees and other appropriate agencies, concerning premises known as 350 West Drive, Southold, NY; County Tax Map Parcel No. 1000-59-5-29.3. WHEREAS, after due notice, a public hearing was held on March 6, 1996, and at said hearing all those who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, Board Members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the .Board made the following findings of fact: 1. This is an application for an "area" setback variance. Tite appellant has applied to the Building Inspector for permission to locate a proposed single-family dwelling. The application for a building permit was disapproved on the grounds that "under Article IIIA, Section 100-30A.3, proposed construction will not have sufficient front yard setback - minimum 40 ft. required." - 2. The subject lot is referred to as 350 West Drive, South- old, New York, and contains a lot width of 133.33 feet and lot area of 20,000 square feet. This parcel was created by town approval on March 16, 1972 under. Appl. No. 1506 (Map of Druhl), and' is vacant. 3. In this application, applicant proposes to locate a new dwelling at 26 feet from the front property line along West Drive, Southold pursuant to recommendations and discussions with the Town Trustees' personnel, and locating a smaller house as far from the wetland area as possible. The remaining yard setbacks will be in accordance with the code requirements applicable to a noneonform- �11 Page 2 - Appeal No. 3649 Application of CHRISTOPHER CONNORS & ano. Decision Rendered March 6, 1996 ing lot of this size (ref. Section 100-244 as amended 12/95). 4. in considering this application, the following facts are also noted: (a) approval has been issued by the Suffolk County Department of Health dated January 25, 1996, under KS Ref. No. R-10-940071, in accordance with a Board of Review determination dated December 17, 1993. (b) by Supreme Court Order granted July 1, 1992, Justice Thomas M. Stark, it was ordered that this property is exempt pursuant to the Environmental .Conservation Law, Section 24-1305 from having the requirement of a freshwater wetlands permit for land uses referred to in the NYS Department of Environmental Conservation letter dated June 25, 1992 (DEC Ref. No. 1-4738-00560/00001-0; (e) the Southold Town Board of Trustees have on February 28, 1996 issued a Negative Declaration, determining non-significance under the SEQRA regulations; (d) under reviews by the Town Planning Board on or about March 24, 1970, the Town Board of Appeals dated March 16, 1972, and the Building Inspector dated December 13, 1972, it was determined that the lot was a separate lot for the purposes of zoning and building; (e) under Certificate of Occupancy No. Z-15292 dated February 23, 1987, the Building Inspector certified that the vacant lot conforms substantially to the applicable. provisions of the Zoning Code (issued to Dorothy Babson and Daniel Gurkin); 5. Further, the Board finds and determines: (a) the circumstances are uniquely related to the sensitive nature, unique characteristics, dimensions, contours, and location of the property; (b) there is no alternative for applicants to pursue other than a setback variance; (c) the variance requested will create a minimal visual change in the character of the neighborhood along this street, and may cause a minor visual detriment, if any, to adjoining properties, although presently vacant, when comparing the difference of 14 feet (the code requirement of 40 feet less the requested 26 ft. setback, and any possible alternative to that figure); _ l I. Page 3 Appeal No. 3649 � 6 Application of CHRISTOPHER CONNORS & ano. Decision Rendered March 6, 1996 (d) the relief requested is substantial at 14 feet, or 35%, however, the reasons for this request are rational and necessary, and the variance as granted is the minimum which would allow some benefit to the property owner within reason, and at the same time not have an adverse effect or impact on physical or environmental conditions in the neighbrhood (also see SEQRA Negative Declaration dated 2/28196 by the Town Trustees); (e) it is not uncommon for an owner to request a set back variance in order to preserve the environmental character- istics of the property (such as wetland grasses, etc.); (f) the variance requested does not involve an increase in living area or dwelling unit density; (g) the relief requested will not cause a substantial effect on available governmental facilities since the structure is for single-family use in a residential zone district and residential neighborhood; (h) the variance will not in turn be adverse to the safety, health, welfare, comfort, convenience, or order of the town, or be adverse to neighboring properties, and the benefit to the applicant is greater when weighed against the health, safety, and welfare of the community; 0) the-, relief requested is not self-created by applicant; (j) in considering all the above factors, the interests of justice will be served by granting the variance as noted below. Accordingly, on motion by Member Dinizio, seconded by Member Doyen, it was RESOLVED, to GRANT a Variance for the front yard setback at 26 feet as requested*(and shown on the Map last revised Octo- ber 23, 1995, prepared by Peconic Surveyors, P.C. for the applicant). Vote of the Board: Ayes: Messrs. Doyen, Goehringer and Dinizio. Nays: Members Tortora and Villa. This resolution was duly adopted (3-2 margin). (During a period of time in the deliberations. prior to Member Dinizio's offering this motion, some dissention was discussed. The Chairman asked several times if Page 4 - Appeal No. 3644 Application of CHRISTOPHER.CONNORS & ano. V` Decision Rendered March 6, 1996 anyone would like to offer a motion for alternative relief, however, no alternative motion was offered.) * s 7.BA:lk ,`-GERARD P. GOE RIN ER CHAIRMAN H.S. Ref# R10-94-:0071 NOTES NCLUDWG WALL EWASE AL SYSTEM n£SIGN ri nra f�N6_ R�r7 ri 1.5 do oro Q� BY, JOSEPH FISCHETTI,P.E. m •a a�u, ►.' IiOBARr ROAO OT Savrm oe e,y•� t.P,n kr� T° /o' P�Da��o •s O� a°� SOUT7Y. h977 ezac • 1Sf61 783-�IOLD M934 'a-, rnNr •• _ �p?o,. v. C\-•e E OF NE r/ n°e( rr ry rira( �70,paF •► fK BNaa 4 dad ~P qpt W}O c ect P 9 Fisch H,F GRADING PLAN rir.� .,/ee` • dos•. f+•:.., ,a rm * �QN Fjj' fn+., , �1 IA yu ware. _ j~r.aa . .a atpw p.5 1�p A ow t, Q \ 0626t Sao SURVEY FOR o , 100. �, �.a°`2e.� a��e �f� FESs,oNA� CHRISTOPHER CONNERS PROPOSED MNG RENKNG ( F: a'a� A AT SOUTHOLD 9cy ra ALL TOWN OF SOUTHOLD back`'•'` w"' A°` �''Test Hot& SUFFOLK COUNTY N.Y. „rn///oar-,y,fe,bp i� ,•�'9' 9� \ 1000-59-05-29.9 cono%aarrac orbeve tAaru 9raunoc wa.+er ��� �� o _ Scale. 1"=40' i to "" i2(aynrr(.rPr�rr.l �� a�T a " tt ! Aug. 31, 1982 Nov. 3,1993 (B.OR revisions) ate, �'•,�. July 15, 1994 ( Fill Re vision) `'Frb.r �� a htna 21,1995 ( Revised ) wes%r LK COUNTY OEPAR1MW OF HEALTH SERWCdv 30, 1995 (Revised) 46 Se . 27,1995 Mellonds Flags) Nears• a—,b FOR MARO1lf1L OF COM(RUC M ONLY 00 15, 1995 (Revised) savor cC . .. •CA.EJAN E 5' Ie_ 4-,V7 OCJ 23, 1995 (revisions d addil. 1 9 9 �1• a,;}� AFe. 2/ /995 (Revised) PFAM :-WW101.IMSPECTIOR REEMEM E MM MM YEARS FRMI DATE of t FpRovAL J 4 5 M CX The local/mw of waft and CearpOots ��'f- nppreivd In nccoraance vnth e shown'hofeen ora h!Om held observollonp mid or hoof data oblabied from M&L �`� ;letriisripotion dated t'+tOGS,r 71j ATfACM� Cunr9.r,u�S •h'• �� { Bog IO6t rCmoYed {earn 5epri.. ayS rC.R area enm„+paas.75 /rrosnr.,g pra/i TOTAL AREA a 20,000sqq.11. �ptFOf Nf{y! lacrrn9s ol. 7.B proposed elevelton AREA OF' WETLANDS = 13,500sq.11! `s�a•�N+•"aria O?�,•::i g,;;@i::lLw:S '; i • � BUFFgx Aim kTI iRf�HT oF� 1.TM VIt --W proposed eonfo+u * ��b e Fldi APPROV 001�71A1 ofL ESTIMAA TED FILL � 'J/Oi auyds. �r FEW FLOOD ZONE A EL H Prepared In accordance wllh the mb,lmam JH S. LIC.NO. 49618 DATE �a REF.II0.RIO-84-0071 standard t L LA L.for Seadd vaappfoved and as ead ppied p c:S, P.C. The/oeaflonr of weAs and cesspools for sacA ape by The New York State Lond (816 shown hereon are from field obse►val/aria or Aesoelatlon. p 0. APPROVED and Or from dalo Oblolned liom Others MAW ROAD 8"A1TW ARE(t8FT:WXW7IOMdVA SOUTHOLD, N.Y. 11971 92 246 p� ZONING BOARD OF APPEALS s TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------x 4 In the Matter of the Application of AFFIDAVIT OF e GLENN AND ANGELA PRESSLER MAILINGS SCTM Parcel #1000-59-5-21 ------------------------------------------------- x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, MADISON MESSINA, residing at RIVERHEAD, New York, being duly sworn, depose and say that: On the 16th day of July, 2026, 1 personally mailed a true copy of the Notice set forth in the Zoning Board of Appeals Application, directed to each of the persons listed j on the attached list at the addresses set below their respective names; that the addresses set below the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said notices were mailed at the United States Post Office at Southold, New York, that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Attached hereto is the white receipt post-marked by the Southold Post Office on said date. i MADISON MES INA Sworn to before me this 3 day of , 2026 (Notary Public) WI D.MOORE PATRICIA C.MOORE NOTARY PUBU STATE OF I0:INYORK NOTARY PUBLIC,STATE OF NEW YORK N0.02 4832I a NO.01 M04861668 OUALIFlED IN S OLK COUNTY QUALIFIED IN SUFFOLK COUNTY MY COMMISSION D(PIR RCH 10,20 MY COMMISSION EXPIRES JUNE 16, E • • • - - D'a e A O ■ ■ Ln ■ ® U�KlJ ■ ■ ru I• O CID CID f >s was}F. s _.✓ € .Y. -d�i U Certified Mail Fee cc] Cert tied Mail Fee r $ ��� ,� r$ �. �1 .1ii; ¢ rr'I Extra Services&Fees(check box,add fee as appropriate) v< ft l [I Return Receipt(hardcopy) $ , rn Extra SeNlces&Fees(check box,add lee as appropriate) 21. G rU ❑Return Receipt(hardcopy) $ --y L,-n .41� ❑Return Receipt(electronic) $ g Postmark "_;_ '' Postmark C3 ❑Certified Mail Restricted Delivery $ �i Here ❑Return Receipt(electronic) $ ' � ���; _ Q ❑Certified Mail Restricted Delivery $ ^^ —Here N []Adult Signature Required $ r� d _w,._ _M,✓� �! [-]Adult Signature Restricted Delivery$�_ ❑Adult Signature Required $ Ln - ❑Adult signature Restricted Delivery$ Ln 9 N fie, '``i { a•„ Postage Postage ra Total Post r q Total Po r Town of Southold Salvatore Fortunato `� Sent To PO Box 1179 C3 Sent Torr Er Patricia Fortunato �freetand Southold,NY 11971 CD Sireetarr Ln 12 Sweetbriar Ct For Sctm: 1000-59.-5-25 ` I ErCity,State+, Ir cfiy-S2ai RomkoPikoma,NY„11779 :I1 1 11 111•1• _ :11 1 I 1 111•1• COMPLETESENEIL13: COMPLETE THIS SECTION • ON DELIVERY' ■ Complete items 1.,2,and 3. A. Si iature ■ Print your.name and address on the reverse nn El Agent so that we can return the card to you. a Oa:Itddressee ■ Attach this card to the back of the mailpiece, Re ei d by(Printed ame) C. Date of Delivery or on the front if space permits. L \ C e(ev 1. Article Addressed to: D. Is belivery address different from item 1? ❑Yes _ If YES,enter delivery address below: ❑No Town of Southold j PO B6x 1179 Southend,NY 11971 For-Sctm: 1000-59.-5-25 3. Service Type ❑Priority Mail Express® it I IIIIII IIII III I III III IIII IIIIII I I II I I I I III ❑Adult Signature ❑Registered Mail ❑ R Adult Signature Restricted Delivery ❑Registered Mail Restricted i ❑Certified Mail(D Delivery 9590 9402 9696 5199 9211 69 ❑Certified Mail Restricted Delivery ❑Signature Confirmationrm ❑Collect on Delivery ❑Signature Confirmation 2. Article Number Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail ❑Insured Mail Restricted Delivery (over$500) PS Form 3811,.July2020 PSN 7530=02-000-9053` Domestic Return Receipt �'SENDER:COMPLETE THIS SECTI ON COMPLETE,T141S SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sign re ■ Print your name and address on the reverse ❑Agent so that we can.return the card to you. /// ❑Addressee ■ Attach this card to the back of the mailpiece, B• Received b (Printed Name) C. Date of Delivery or on the:front if space permits. - r,9 r'h N(0 -7 1'/ 1. Article Addressed to: D. Is delivery address different frp Yes If YES,enter delivery addr Salv=tore Fortunato I � oti ti Patrkf ia,Fortunato 1 12 SWeetbriiar Ct av , i. f;. Ronkonkoma,NY 11779 � � � � k,��: , II IIIiIII IIII IIIIIII III IIII IIIIII I IIIIII II J. 3. Service Type ail Express® I III ❑Adult Signature ❑Registered Mai El Adult Signature Restricted Delivery ❑Registered Mail Restricted: El Certified Mail® Delivery 1 9590 9402 9696 5199 9211 83 ❑Certified Mail Restricted Delivery ❑Signature Confirmation* ❑Collect on Delivery ❑Signature Confirmation „; 2. Article Number(tra Tfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail . . . . ❑Insured Mail Restricted Delivery (over$500) PS Form 3811,July 2020 PSN 7530-02-000 9053 _Domestic Return Receipt s f r PRESSLER NEIGHBOR LIST Julie C.Tsai L Lin Nancy I-Chen 9589 0710 5270 2348... 8461 18 42-20 Kissena Blvd Apt B2 Flushing,NY 11355 Sctm: 1000-59.-1-21.1 Salvatore Fortunato Patricia Fortunato 9589 0710 5270 2348 8461 25 12 Sweetbriar Ct Ronkonkoma,NY 11779 -� Sctm: 1000-59.-5-20 315 Lake Dr Rlty LLC 3 Crinkle Ct 9589 0710 5270 2348 8461 32 Northport,NY 11768 Sctm: 1000-83.-2-12.8 Town of Southold 9589 0710 5270 2348 8461 49 PO Box 1179 Southold,NY 11971 For Sctm: 1000-59.-5-25 wiz . . U.S. Postal Service- ro U.S. Postal Serviciet" Domestic only Rl CERTIFIED,IVIAU RECEIPT Domestic Jll Certified Mail Fee " � € ' •:, s xe j §' Certified Mail Fee 4 m Extra Services&Fees(check box,add fee as appropriate) , "^ $ ✓ 'c`f��s�'• s (ZJ El Return Receipt(hardcopy) ,m EXtra a Ices&Fees(checkbox,add fee as appropriate) SY!..r�' LCP e �.� El Return Receipt(electronic) $ n+-'" '-_ �' fl.l ❑RetumReceipt(hardcopy) •$ t nl p P,gstmark'a .'. ❑Certified Mall Restricted Delivery $ �`'••..r al ❑Return Recerpt(electronic) $_ -.•, t� �` ❑Adult Signature Required $. , `�� NRrE �'r l px d ❑Certified Mail Restricted Delivery $ i-•i Poi mark p l— r I•ti:(f 1''t-! ❑Adult Signature Required Her @ ❑Adult Signature Restricted Delivery$ i Ur I �- Postage a i,x L ❑Adult Signature Restricted Delivery$ r•- t pa To �� C P stage ..;0 6t �. O $ - �C 1 tz li' ;. ✓ lr r-q Totall o $ Julie C. Tsai &Lin Nancy Cher '` 315 Lake Dr Rlty LLC Seri p^ Sent?42-20 Kissena Blvd 3 Crinkle Ct c,t� !' CO Stre Ln Apt B2 �p Stree( North _______ u, pOrt ,NY 11768 Flushing,NY 11355 ---I i I I I i i I _ I ,I I I I a ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of GLENN AND ANGELA PRESSLER C� AFFIDAVIT OF POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-59-5-21 ---------------------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, i0.Ayt-U4 C/#6&-Pr , of SM�h()0 , New York, being duly sworn, depose and say that: +E— On the� day of July, 2026, 1 personally placed the Town's official Poster, with the date of hearing and nature of the application noted thereon, securely upon the property, located ten (10) feet or closer from the street or right-of-way (driveway entrance) - facing the street or facing each street or right-of-way entrance*; and that (-T) I hereby confirm that the Poster has remained in place9j days prior to the date of the subject hearing date, which hearing date was shown to be THURSDAY, August 06, 2026 at 10:00 am. e: Sworn to before me this 5 day of - , 2026 N MADISON MESSINA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 ME0002865 Qualified in Suffolk County Commission Expires March 17, W 5 �A y L ( Q• x l - E 111 AA r v r >a` f � -k, SUFFOLK COUNTY LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,AUGUST 6,2026 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 Annex Lower Level,54375 Main Road,Southold,New York 11971-0959,on THURSDAY,AUGUST 6;2026: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM'WEBINAR.Additionally,there will be a link to the Zoom Webinar meeting at http:// south oldtownny.gov/ca len dar.aspx. 10:00 A.M.-GLEN and ANGLEA PRESSLER 98115-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's February 20,2026 REVISED,April 28,2026,REVISED July 1,2026 Notice of Disapproval based on an application for a permit to demolish a single-family dwelling and construct a new single-family dwelling;at:1)less than the code required minimum front yard setback of 35 feet;.located at: 425 Lake Drive,Southold,NY. (Adj.to GrI�aat Pond)SCTM No.1000-59-5-21. 10:10 A.M.-DAVID AND HELEN LEIS#811Request for a Variance from Article III,Section 280-15 and the Building Inspector's February 7,2025,REVISED March 6,2026 Notice of Disapproval.based on an application fora permit to construct an inground swimming pool,hot tub and generator accessory to an existing single-family dwelling;at:1)pool,hot tub and generator located in otherthan.the code required yard;located at:990 Grand Ave.,(Adj.to Long Creek)Mattituck,NY. SCTM No.1000-107=8-44.1 1020 A.M.-ANDREW SHANNON AND KATHERINE O'BRIEN#811841equest for Variances.from Article XXIII, Section 280-124,Article XXXVI,Section280-207(i)(a)and.the Building Inspector's March 26,.2026,Notice of Disapproval based on an application for a permit to construct additions.and alterations to an existing single-family dwelling;at:1)less than the code required minimum front yard setback of 35 feet,2)less than the maximum permitted lot coverage of 20%,,3)gross floor exceeding permitted maximum square footage for lot containing up to.10,000 sq.-ft,in area;located at 1950 Equestrian Ave.,Fishers Island,NY."SCTM No. 1000-9-6-4. 10.30 A.M.-MIRIAM FOSTER AND GRAYSON MURPHY#8119-Request for a Variance from Article XXIII,Section 280-124 and the.Building Inspector's February 6,2026 Notice of Disapproval based on an application to construct an addition to an existing single-family dwelling at;1)less than the code required minimum rear yard setback of 35 feet;located at 595'Youngs Rd.,.Orient NY. SCTM No.1000-18-1'-6.3. 10:40 A.M.-DAVID AND MARY DESETTA/DESETTA D.REVOCABLE TRUST•18121-Requestfor Variances from Article XXIII,Section.280-124 and the Building Inspector's February 20,2026 Notice of.Disapproval based on an application for a permit to legalize an"as built"demolition(as.per Town Code definition)and reconstruction of a single-family dwelling;at:1)less than the code required minimum side yard setback of 15 feet,2)less than the code required combined side yard setback of 35 feet;located at:1775 Gull Pond Lane,Greenport NY.(Adj.to Gull Pond)SCTM No.1000-35-4-14. 1050 A.M.-YINGZHEN LI#8122-Request for Variances from Article XXIII,Section 280-124,Article XXXVI, Section 280-207 and the Building Inspector's March 26,2026 Notice of Disapproval'based on an application for a permitto construct additions and alterations to a single-family'dwelling;at:1)less than the code required minimum front yardsetback of 35 feet;2)gross floor area exceeding permitted maximum square. footage for lot containing up to 20,000 square feet in area;located at:3705 Ole,Jule Lane,Mattituck,NY. SCTM No.1000-122-5-27. 11:00 A.M.JAMES CLOUS#8124-Requestfor Variances from Article XXIII,Section 280-124,Article XXXVI, Section 280-207 and the Building Inspector's March 16,2026 Notice of Disapproval.based on an application for a permit to demolish an existing single-family dwelling and construct a new one-story single-family dwelling at;1)exceeds the maximum permitted lot coverage of 20%,2)-gross floor area exceeding permitted maximum square footage for lot,containing up to 20,000 sq.ft.in area,.located.at 3605 Bay Shore Rd.,Greenport, NY(Adj.to Shelter Island Sound)SCTM No.1000-53:6-18. 11:10 A_ .M.-KIMBERLY AND STEVEN BRUNI#8103 gADJOURNED,FROM JUNE 18,2026)Request a Reversal of the Building Inspector's October 27,2025 Notice of Disapproval,pursuant to Article II,Section 280-10 which states:a nonconforming lot(SCTM No.1600-68-3-8.3)shall,merge,with an adjacent conforming or nonconforming lot(SCTM No.1000-68-3-8.4)which has been held in common ownership with the first lot at any time after July 1,1983,An adjacent lot is one whiclrabuts with the parcel for a common course of fifty feet.or more in distance. Nonconforming lots shall merge until the total lot.sizeconforms to the current bulk schedule requirements;located at:970 Salt Marsh Lane,Peconic,NY. SCTM.No.1000-68-3-8.3 and 1000-68-3-8.4. 11:10 A.M.-KIMBERLY AND STEVEN BRUNT#8104-(ADJOURNED FROM JUNE 18,2026)Request for a Waiver of Merger petition under Article II,Section 280-10A,to unmerge land identified as SCTM No.1000-68-3- 8.3 which has merged with SCTM No.1000-68-3-8.4,based on the Building Inspector's October 27,.2025, Notice of Disapproval;which states that non-conforming lot shall merge with an adjacent conforming or non-conforming.lot held in common ownership with the first lot at any time after July 1,1983 and that non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements; located at:970 Salt Marsh Lane,Peconic,NY. SCTM No.1000-68-3-8.3 and 1000-68-3-8.4. 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 star:earlier than designated above. Please note the last date to submit written comments to this office will be the Friday prior to the public hearing.Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the-public hearing. If you have questions,please telephone our office at(631)765-1809,or by,email:elizabeths©southoldtownny. gov Dated: July 17,2026 ZONING BOARD OF APPEALS ZBA Legal Notice August 6, 2026 Page 2 of 3 LESLIE KANES WEISMAN,CHAIRPERSON By:Elizabeth Sakarellos 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 ZBA Legal Notice August 6, 2026 Page 3 of 3 1 The 6uffolk Timm See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500,Mattituck, NY 11952 (518)730-4551 State of Florida, County of Orange, ss: I,Anjana Bhadoriya, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto,was published in the said newspaper on the following dates. Publication Dates: • Jul 30, 2026 Notice ID: MFrKPEJ3F1 B419AE7oOe Notice Name: ZBA Legal Notice August 6, 2026 Publication Fee: $209.20 AMjAMA 81'adonya Agent JESSICA GORDON-THOMPSON ��,�P.........,.p �� Notary Public-State of Florida VERIFICATION :, Commission#NH301656 Expires on August 17,zgzs - State of Florida County of Orange Signed or attested before me on this: 08/03/2026 Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice August 6, 2026 1 Page 1 of 3 Westermann, Donna From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Monday, August 3, 2026 2:22 PM To: Westermann, Donna Cc: Madison Messina; Sakarellos, Elizabeth Subject: [SPAM] - Re:#8115-Pressler-LWRP Response Received Thank you for the LWRP recommendations. AUG 03 2026 In response to this letter please place in the file the following: Zoning Board of Appeals The proposed single family dwelling is consistent with Policy 1 because the residence is a permitted use in the R-40 zoning district. The existing house does not comply with the NYS Building Code, but the new construction, proposed in the same location and setbacks as the existing structure will conform to the - NYS Building Code and energy codes. Policy 5:A new sanitary system, connection to public water and updated drainage will prevent the discharge of sanitary and other contaminants into the water body or the groundwater. Policy 6:The proposed construction protects and restores the quality and function of the Town of Southold. The [project will.NOT exceed 20% lot coverage The site plan and notice of disapproval were updated to show conforming lot coverage. Thankyou Pat Patricia C. Moore, Esq. PLEASE...BE SURE TO COPY MY ASSISTANTS! Betsy brnooreattys.com and madisonCamooreattys.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com On Mon,Aug 3, 2026 at 10:49 AM Westermann, Donna <donnawCa)town.southold.ny.us>wrote: Good morning, Please see attached LWRP response for the ZBA Pressler application on for Public Hearing Thursday August 6, 2026. Thank you, Donna I j Dowwa westermomm. i o f oe AssLsta wt i l .Z mfvwg hoard of Appeals TOWw of souttioLd j 1 �.o. gox sib i southoLol, NY :,yY:t , 2 BOARD MEMBERS - ��OF SO�T�O Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road-P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento • aQ Town Annex/First Floor Margaret Steinbugler CQU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, AUGUST 6, 2026 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280(Zoning),Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall Annex (LOWER LEVEL), 54375 Main Road, Southold, New York 11971-0959, on THURSDAY, AUGUST 6. 2026: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.ciov/calendar.aspx. 10:00 A.M. —GLENN and ANGELA PRESSLER#8115 - Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's February 20, 2026 REVISED April 28, 2026 REVISED July 1, 2026 Notice of Disapproval based on an application for a permit to demolish a single-family dwelling and construct a new single- family dwelling; at: 1) less than the code required minimum front yard setback of 35 feet; located at: 425 Lake Drive, Southold, NY. (Adj. to Great Pond) SCTM No. 1000-59-5-21. 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?he Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthoId If you have questions, please telephone our office at(631)765-1809, or by email: ellzabeths@southo/dtownny.gov Dated:.July 17, 2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Elizabeth Sakarellos 54375 Main Road (Office Location) 53095 Main Road (Mailing/LISPS) P.O. Box 1179 Southold, NY 11971-0959 �og�lFFOIk�® �® li Town Hall Annex, 54375 NYS Route 25 ;-4� P.O.Box 1179 0 y 2 Southold,New York 11971-0959 ®��O• �o�� Fax(631)765-9064 ZONING BOARD OF APPEALS DATE: July 6, 2026 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The August 6, 2026 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Annex Building, Lower Level/Basement at 54375 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 CAR+E�FULLY. 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 30, 2026. To avoid weather damage to your sign please affix it to a sturdv 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 30, 2026, 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 _etS+PS Certified Mail, Return Receip. 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. Instructions for ZBA Public Hearing Page 2 Please mail d6cuments to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by July 20, 2026. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kim&southoldtownny.gov or elizabeth.sakarello s(cr�,town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> hftps://www.southoldtownny..qov/DocumentCenterNiew/l 1998/2026-Tentative-Roll IIM�PiO+R�TANMEN fS�T4RULC�T4hOO�NS: Scan and email the US+PS mailing receipts, green signature cards and aff davits to l�i�m�f(c sou�tholdtown�ny.gov, and ** PROS , ff" LY i1}S+PS MAhL** the OO�RrIGhNALS to th:e TKown of Sou�thold, ZBA, P.O. Box 11791, Southold, NY 119r7d. 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. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Elizabeth Sakarellos— Senior Office Assistant Laserfiche Instructions for Zoning Board of Appeals Records TOWN OF y�w. 'tt yya= 1 1 1 1�� 4,` ytla •MEDIA Government ;T ervices > > How Do T... +; }t �:• < !t. V- r ld,•n if? ,°, .u�d,. T=t,+ v,, t t�• 4ieC. , -i •e.' � • �i �o ,fy Y� t, Notify Me® Maps • i Agendas'& Town Ctiole. Ouline Payments Town R.eCrords 'Forms i Sigt ep[o receive Minutes Eis I papyoui bills F. PG o WebGnk/[aserfiche rmslApcatins Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche WebLink Tm' MYWebLink Hap,About SIPG11 Home Browse search TmnOfSouthold TownOfSouthold Name Pagecount Template name "]Town Clerk Entry Properties Town uis[orun Path -i Trustees T—C,fScu[i�id Zoning Board of Appeals(ZEA) Creation date _ 5,,15R014•. GM Pag=1 or 2 Pirst « 29 Entries last modified --- I'll 2r10,1 9r%2'AM x Metadata NO metadam d55,2,Eo 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. 1 Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink o My.V,Wrk -1. Sign.-..ac Home Browse Search fo—C-F'outnold,Zoning Board of Appeals(ZBA) Zoning Board of Appeals .'Name sage count Template name 1pha (2gp) 7'Board Actions index 4 Entry Properties Board Actions e•Laserficne Search Guides Path Meeting Xhedules Tiwix7f;oiltrwlrp.Z/n,n_z Bonn, ;,l Appe;;ls�en) Minutes/Agendas/Legal NOtuce5iHearing5 Creation date _,Rending Reports Last modified _..'.:<pt' !-.I- ^:V,9 Special Event permits '_7 T—ning Reci—ements ZBA Officals Metadata ^,ZBA policies No r,eradata assigned .M-Exceptions List Code 290-IOC(3) e tu1i50x3lDn Listing n ZBA Book of Mapped 1977 ExiOng Lots 189 Dcedure&Results =omlhealth/pap-smear:1Jses2l Bulk Scnedules 5 Agreements,Contracts E Leases oage 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. 'IJ[Nest Ysited Getting Started 4 Southold,NY-Officia... NetZero-My NetZero... Date Duration Calcula... V1 TownOfSouthold-La... -k Southold-Cor Laserfiche WebLink Home Browse Search TownO`Southold>Zoning Board of Appeals(ZBA)>Board Actions>Pending Pending Name _'7-9025 MAIN ROAD LLC,CARDINALE 2 Entry Properties C 8:L REALTY-Withdrawn Path JEMCAP SDI LLC :: `p � ii.. •>.s iJ PECONIC RECYCLING TRUCK THE ENCLAVES Creation date t#7370-Frend 1000-128-6-6 3/28/2017 11:36:07 AM #7379-Solutions East 1000-13-3-1 . Last modified 6/9/2020 3:58:58 PM �-' #7383-Spiller 1000-59-5-8.3 973845E-HNF Resorts-rvlydon Resorts-Campground-1000-40-3-5 2 Metadata #7385 SE-fried 1000-50-1-13.1 No metadata assigned #7386 860 Bayview,Drive-LLC 1000-37.-5-10.1 #7387 Hard Corner 1000-61-4-1 #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000-128.-2-20 #7389 Benic 1000-71-7-4 #7406-Kappa 1000-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 r Laserfiche Instructions ZBA Files Page 3 Laserfiche Web Link o rr/.vepenk Hero +ba,c i�gn Cu: Home Browse Search ='n'nCrSO\rtnold>bring 5oard or ADDealz UaA)•Board Actions Board Actions Name oagecount Template name '--,1957 1979 Entry Properties }1 1980.1999 Path -3 2000 wn015ow lq�ld�iVn111V"•CalU i i'ArIW IS 1ZE3AI\L'c•dn1r1(11(11": _J 2005 Creation date 2002 7I I(t--)n 1 12:. 55 nlal 'I 2003 Last modified -i 200a 'w'18/2017 11 :AI 2005 Metadata -1 2006 .gin rrlrladira ds,g-d .,•2007 2008 ,M 2009 _ l_._-.._ts - _.__ '-1 2010 &P.esu skhlpap-smear'-Used 2011 2012 '7 2013 201a 2015 2016 2017 r-,Penoing —hea1thlinec—Uhee10/pap'smear-U-2 n,_-1-r 1 ^' Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". come aroWSe S23rcn -MnOKOnh•Nd�2^mrii d0a�0 p,aUCe0�s r:.':.I»p3r;>NCns•201J 2017 game 'a;e caun[ Template name �_5rya8 36. 3oartl aNan: Entry Rnpertles 3•i9]3 a 3pard allom plN 9599] 08 3oaro moons 'wV.l'So�l'Lt1!;'a•rrlf� ••.. I 'W .card�No�vs i i„nc✓., g.009 op 3oartl.:Nm Creallpn date ron 2s 3oartl cNbns tast modified 16 3oard ac4anz F_ 15 al amrp moons a Meta0ata .016 83 3oarp boons a 717 '0 3oartl>Nans d'Os4 30 3oa.d=moos a.ro,e ;a 3oard<cppns Lt 7020 30 3w•d a.Nons E.02t is 3oartl ccoo�n T1. 7s 3oaro amons 9 7 23 131 3ear0+cuons s roxa ae 3oard:cppnz r ro25 =1P 3oartl%Nona .3 3oard�nipns E!02: 30 3aaltl+Nons 53 3.a1d>No11 g;02g ) 3oard.lNpm Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 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 Link t,.v.el ^^ Home Browse Search Cu.--S—ch ] Sort resul ts by: Relevance v Records vanagemen[Search j 7016 Field name Board Actions-83 page(5) Ch—Reid ] Page count:83 Template name:Board Actions Reset 'age 3...:Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Hill.Fisher... Page d...19,2017 47016,Cashel SCTM No.1000.9-1-26 min-us approval to remo... Page 3...y 19.2017 e7016,Cashel SCTM No.1000-9.1-26 GRANT,the variances as... S-,&:ems Page 9...COLIN 3,KRISTEN CASHEL SECTION 009 BLOC... Pjg�20...Thomas Ahlgren(Cashel),PO Box 342 Fishers Island.NY... Show more information... 7019 Boara Actions-56 pages) Page count:56 Template name:Board Aciions Page 46...9:30 A.M:COLIN CASHEL AND variances under Article W.Section ANN... ;e dd...ance(s)KRISTEN CASHELs7016-Request proposed trellis heated in other Lha... Show more infnrmarion... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserfiche WebLink ilJ myweol.nt lelp Ila— Home Browse Search TownOiSouthoid-Zoning Board of Appeals 1Z3A1>•Nllnute9Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name Page count Template name Notices/Hearings -1957-1979 R Entry Properties 1gap-,999 200o-2009 Path TcwnO'Scu[hol0lZUning 30.7rd J 20t0 JtApp2a:i _J 20" (Zr^,P;�41inUlE^.:/A'TCndaS/'_eg�l Nf)hfeS;heinngs '_i 2012 Creation date 2013 Last modified 2015 ,ti2G1S L'S.'1PM 2016 z Metadata 2017 he metadata asag^•ai Page I of 1 11 Eno Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link ® ..+ wao,�r4 1e1� Abart Home Browse Search TOw.•+Cr5culnoid ZOrnng Board-f AUpeals;29AI minules:Agenrasi-2gal Nonces!Heanrgs>2017 2017 Name page count Template name ZBA-01/OS/2017 7 Entry Properties ZBA-0110512017 Agenda J Path ZBA 01/05i2017-tearing 40 'nwnt)f5nl;r^nir,Jr.n�ng=innrl Ot aplWd!<. „j Z3A-01;05/201 i LN 3 i78A1\Uinl:/Pt/Agentla<il.=gal ZBA-01/19!2017 2 \Ottce,Mea,nS,00'i • Z3A-O 111912017 Agenda 2 Creation date `.Z3A-02/02/2017 7 Last modified ZBA-02102/2017 Agenda 4 =:53:i9 P111 ,G ZBA-0210212017 Nearing 45 S Metadata �;Z3A-02d02!20l7 LN 3 ZBA-01/16/2017 Agenda 3 NO-Nada[a,assigned Z3A-02/16(2017 Special 3 ZBA-03/022017 7 :edure&Results �' m/health/pap_srnearsUses2 .�ZBA-03l02/2017.Agenda 4 ZB.A-03/02/2017 Nearing 65 ZBA-03!0212017 LN 3 ZBA-031161-1017 Agenda 3 Z3A-03/16!2017 Special 3 ZBA-04106/2017 5 ZBA-0a/06/2017 Agenda a - ZBA-0u06/2017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 i4UTItoL uF , LA ;Ii4o The following application will be heard by the Southold Town Board of Appeals at Town Hall Annex/Lower Level Basement Board Room, 54375 Main Road, Southold. The application will ALSO be available VIA ZOOM WEBINAR - Follow link - http://southoldtownny.gov/calendar.aspx FAME : PRESSLER, A. & G . #8115 SCTM #: 1 000-59-5-21 VARIANCE: YARD SETBACK BEQUEST: DEMOLISH EXISTING AND CONSTRUCT NEW SINGLE FAMILY DWELLING DATE : THURS . , AUG . 6, 2026 10m00 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 BOARD MEMBERS ��F so�jy Southold Town Hall Leslie Kanes Weisman,Chairperson �o O1 53095 Main Road• P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. C, Office Location: Nicholas Planamento • y0� Town Annex/First Floor Margaret Steinbugler � 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 March 26, 2026 G�3[SC�[_�17��r'L� o Heather Lanza, Town Planning Director MAR 2 6 2026 LWRP Coordinator SOU'1'nOLD'i O'ayl Planning Board Office PLANNING BOAiD Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 8115 —Pressler, Angela Dear Sir or Madam: We have received an application to Demolish a dwelling and construct a new single-family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWR_P Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairp on By: Encl. Site Plan/Survey : John Condon 11/15/2025 Public Hearing Date : AUGUST 6,2026 BOARD MEMBERS *Qk_$6(/jy Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O �� 53095 Main Road• P.O.Box 1179 Patricia Acamporaf Southold,NY 11971-0959 Robert Lehnert,Jr. CAOffice Location: Nicholas Planamento Town Annex/First Floor Margaret Steinbugler `yC� , 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 March 26, 2026 Mr. Joseph E. Sanzano, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano : Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 8115 Owner/Applicant: Pressler, Angela Action Requested: Demolish dwelling and construct a new single-family dwelling. Within 500 feet of: ( ) State or County Road (� Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA C iTerson By. Encls. Site Plan/Survey: John J. Condon Date : November 15, 2025 _ . 1 • The boundary of a farm located in an agricultural district. Please Check all thatApplies: Comprehensive Plan (Adoption or Amendment) Subdivision DEQRA Only Zoning Ordinance or Map (Adoption or Amendment) Use Variance Moratorium Special Use Permit/Exception/Conditional Use �/ rea Variance Site Plan ❑Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information: Action Previously Referred to Suffolk County Planning Commission No es(If Yes Date Adjacent Municipality Notified (see NYS GM 39nn) �No es(If Yes Date_) Contact Information Municipality Contact Name: Leslie Kanes Weisman,Chairperson Department/Agency: zoning Board of Appeals,Town of Southold Phone Number: 631-765-1609 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Patricia Moore for Pressler,Angela Applicant Address: 51020 Main Rd.Southold,New York 631-765-4330 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook SubmissionSuffolk County Planning Commission m for Planning and Zoning Referrals Town of Southold Hamlet: Southold Local Case Number: 8115 District: 1000 Section: 59 Block: 5 Lot:21 Local Meeting Date: August 6, 2026 Referral Name: Pressler, Angela Public Hearing: Wl1(es❑ No Referring Agency: Type of Referral: Planning Board or Commission Iy rML239/A14-14 S.C.P.C. Regulatory Review Zoning Board of Appeals EDMA Review- Request for Informal Input Town BoardNillage Board of Trustees Attached Units Projects (Apartments) SEQRA Action: ❑EAF ❑Coordination PDraft Scope 0 Draft EIS Final EIS Zrindings Project Narrative - Brief description of application: Demolish a dwelling and construct a new single-family dwelling. Full Statement of Facts Includes: County Referral Form (Appendix A) Public Notice (if applicable) Local application form Completed Environmental Assessment Form along with other materials associated with the environmental review process- Including Draft EIS, Final EIS Local Planning Board, Zoning Board, Agency or Department report Project sponsor, applicant's or owner's name and mailing address For Subdivision Referrals must also include: Map name. The map shall clearly state the name of the subdivision and that the map is a preliminary or final map. Any map containing the words "sketch plan" will not be accepted. Duplicate subdivision names within a town or village will not be accepted. Condominium plans shall clearly indicate that the project is proposing a condominium form of ownership. Type of Action: Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of. - A municipal boundary, The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, �'Vestelrmann, o a From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Tuesday, August 18, 2026 4:08 PM To: Westermann, Donna; Sakarellos, Elizabeth Cc: Madison Messina; Betsy at Moore Law; Glenn Pressler;Angela Pressler; brett kehl Subject: Pressler Appeal #8115 Attachments: doc06783820260818155628.pdf,doc06784120260818160319.pdf, doc06784220260818160339.pdf Received Hi Donna:Attached are the following: AUG "0 2026 1. My letter addressing the revised plan Zoning Board of Appeals 2. Revised floor plans (House Flipped) 3. Site plan (house flipped and slightly angled to fit) I can drop off prints of the above tomorrow. Let me know how many prints you would like. Pat Patricia C. Moore, Esq PLEASE BE SURETO COPY M_Y ASSISTANTS betsyCalmooreattys.com and madison0mooreattys.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Madison Messina,Paralegal August 18, 2026 Southold Town Board of Appeals Southold Town Hall Annex ��CeIVeC 54375 Main Rd. P.O. Box 1179 AUG 112026 Southold,NY 11971 By email&Hand deliver at hearing. Zoning Board of Appeals RE: Appeal#8115 Pressler Variances 425 Lake Drive, Southold Dear Chairperson Weisman and Board: At the request of the Board,my client and design professionals have made the following changes to the plan in order to significantly reduce the variane request to make the application "More Conforming". Due to the DEC and Trustees regulated wetlands we could not move closer to the wetlands than the existing conditions(51.3). Enclosed are the floor plans of the main floor and basement plan prepared by Brett Kehl. (These plans can be sealed, if required). By flipping the house,the garage is relocated to the southwest side of the parcel. Please note the following: 1. The house foundation& floor plan was"flipped"placing the garage on the southwest side of the parcel and the principal living quarters on the northeast side of the property. 2. The house was also rotated slightly to maintain the existing wetland setbacks to the deck (51.3). 3. The front property line narrows from north to south, and the wetlands also narrow the building envelope on the southeast. The lot is constrained by the road frontage and wetlands, nevertheless,the proposed front yard setbacks have been increased. On south 30.9',midway on the lot 31.2' and north conforming 36.1. 4. The existing house is 25.2' at the closest point of the front yard. The proposed"flip"of the house reduces the variance request to 30.9'. 5. The degree of variance area is minimal,The plans show the area of variance highlighted. 6. Only a small portion of the house encroaches into the front yard setback. Every effort has been made to place the house in as conforming a location as practical without a complete redesigned. The width of the living space in the house is only 26'. The proposed footprint is proportioned to the size of the lot and the owner has tried very hard to meet the Board's recommendations. We hope you will find our request reasonable. Very ttr_u--l-y-y-,ours, P a C. Moore PCM/mm Received AUG 1 2026 Zoning Board of Appeals z #315 e+ Received 1 STORY RESIDENCE AUG 19 2026 I x ° U P U KE NEY'S F3� z � [`• W • -- - - ----- --- - --.---Board Of Appeals - ---- - - _ Zoning CA DWELLING PUBLIC WATER REMOVEEL DRIVEWAY AND DIST 1000-SEC 59-BLK 5-LOT 22 BELGIlIM 61arK CURB _ = I LOT REQUIREMENTS - •-- PROPOSED 8iLCOV R I CONCRETE DESCRIPTION I AREA I PERCENTAGE _ OD MONUMENT ".. _ �� - - _ +_ TOTAL LOT AREA 15,488 SF 100% S 44`24'3 E - .. -4-- ADJACENT-- ------ ----------- g m off .-� .. .. .. .. ..I _� NY EC AREA(UPLAND)S D 13,002 SF 83.9% 3 Eu m o 4 175.00 3.0' - _ 53 " � _ _ -` _ 1 MAX.IMPERVIOUS(IMP)COVERAGE 2,600 SF 20%OF UPtAN 3 4' iPX3O�TEPD i TOWN OF SOUTH -1 Q •. ;; _ -PROPOSED ..; BUILDABLE AREA - Z. _ 1 � wAUKcwav SECTION 59—BLOCK 5—COT 21 I MAX HABITABLE HOUSE SIZE ! x473sF — w�1 1 = e0 N/F ANGELA & GLENN PRESSLER Z - _ 3.D �E�LKPOS j LIBER 13277—PAGE 569 I PROPOSED HOUSE DATA PROPOSED iSTfLDOR I 2,032 SF Z O 312 PROPOSED CL— �, _= - I` COVERED __ - 1 PROPOSED PROPOSED 2N0 FLOOR I 4415E Q ENTRANCE ;I SILT FENCE '•_ _ PROPOSED HOUSE TOTAL I 2,473 SF a Q 1 /� z o t PROPOSED ONE STORY Z SINGLE FAl.IILY Z EXISTING IMP COVERAGE Z 1 - , ;0', ^�' DWELIING-, _. PROP.51.6' m z 1 -&0' (PROPOSED 4'BEDS) I I EXISTING 1 STORY DWELLING 1,2D9 SF 9.30% z w 1ST FL=1,496 SF �` I"_ '_ '- - - EXISTING OUTDOOR SHOWER 9 SF 0.07% a> PROPOSED BELGIUM FEEL=16.7 EX.51.3' -• :..,�'- - Q a N 4> N I BLOCK CURBS FOR __ _ EXISTING REAR DECK AND STEPS 567 SF q 36% w`" ~o - 0 O I GRAVEL DRIVEWAY - - _ - - I .AREA= I u z w Cl _L)_. I EXISTING FRONT PORCH 35 SF 0.27% w Q g - 15;488 SO. FT. -- r t j 1 26'E 4.0' I- OR EXISTING WALK d CONIC STEPS 66 SF 0.51% ' 0.356 ACRES yz o EXISTING SHED 101 SF 0.77% _ PROPOSED J I W N ^S U 1 h GRAVEL 1 EXISTING SHED STEPS 14 SF 0.11% i E� DRIVEWAY PROPOSED. S$8' '-' 4 _ 1 3'X4`STEPS _ p k' TOTAL EXISTING COVERAGE 2,001 SF 15.39% 0 IPIER`�E - - PROPOSED IMP COVERAGE LL in I - _ _ 1275' 7.75'- _ I I u.• 1. � t�N� - - ' I� PROPOSED DWELLING AND GARAGE 2.032 SF 15.53% - - Ag _ - I PROPOSED COVERED ENTRANCE 42SF 0.32% 5`•,} PROPOSED DECK AND STEPS 444 SF 3.41% (. - -- PROPOSED BILCO DOOR 35 SF 0.27% N 44°24'30 W '•. ---------_- --� PROPOSED GEN FUJI CP 8AC 205E 015% --,- PIPE �- - ---- TOTAL PROPOSED COVERAGE ;573 SF 19,79% o t�- I PIPE 141.00' 0 0 FOUND FOUND > z CONCRETE RECUIRED3QFRONrYARD I h MONUMENT SETBACK UNE•AREAOF LIMITS OF CLEARING,GRADINGS o=m ENCROACHMENT(SHADED I GROU14D.DISTURBANCE(LCGD) AREA)=115SF ALI INS Y U U PU B C WATER w DIST 1000-4 59-BLK 5-1_01 20 d 0 m IJ70w0 I C,4;=s o F I N N 0 I SITE PLAN & _ I#sos ALIGNMENT PLAN r I STORY RESIDENCE SCALE:1'=20' LL � 0 0 10 20 W LLI 2 U) IEtl■1■!■ ■ I �r�� Received �} ARE DESIGN ASS()C{AMrq uc 73'-Vf. - '-Q ro.t®ias dma(WgiD Tml ;5'-4' ;0'-6" ;0'-6° '_ -7 1,_6 4-----�--6t 2. 00 Safd1RR.TotOR1 E"�r0dmb*d-0 Zonir lq Board of Appe4s �� I _- ' 5 j 20'-6° DDG.DiiSu I `-6° I I dwg' d m..a�na.vim n�wo tM _' i °i l��}lL Off'E FPFF7R✓A R�DU gL� ( 1 I I ; 1IW Of B V" t -- —_ �_�-- A400A����wed� bn '_0• ; i , , Lot Size Data lfay tuew trn Ff.Fa•E Y•Mvt slt2�'°onHot 'a 20%Lot ra Cooge =2600.4 S ft o --- - m aR o n�c�w r�t4g4 mrsiriwl crl�es°„ %b @YLa �D m A tm I ■ w uurnemmEx � ucrc u Haurt -7 -0 i Aranara[sw�w[BOITIastiraallls� ---- , ; Moser A If WA n was MF Cr n,>osrAM --- � MEMF b Lot Coverage's M 1 I® ® ( Ao>Q11Tn d is 6s�dtr"oct"m�a5�"Ib tf�!fa ftiat3tav nett a H. 7S Hwy.DedS Coed Pudgy.Bko and Stop=2575 S¢t tri!tBS�d 9�aRcLdro tl hml�wri� ,tea o� ------- - m ; F=P Ceneatar - low o5� pipfl�U�dHd59,�1yk�9d3� e i tI r/a•rs t A/C fit = 9 Sftad Ito szkoFampea tombom WA I t F►ra+r r I I io FuW 80 R1 PV I W �Ct J ' r ; I Told Lot Cmeage =2595 Sgrt ■m Nana: , I ------ R>n+ racu TpTLQIA Ae tTFiT TtRF F- � R7 Atasbr Bedmom I I cL I I AAm PAM T .H EM Ox■ca m To E _ SAFELY SIMMt ALL LOMA.mixm orm Room I I KAthen b- a�p 7,— I �LW��M Mm Laws LO1 As @r• I I Ae-NahE 9e.ier°di ?„� P100aKD BY THIS CWE"RE gMSTRUCDON W WTH THE PR7Yt9aL'OF THIS COM SHALLIESULT Now in j 41 `gam I I d Garage o PAIN THA'T°AMM THE THE TRANSFER Of LOAM FROM TKM MM 0' O R_ __• ` }gyp M ----_-^•— co TrOM 71di '7aaQ?M MM I r I •-8 b I I =_ I ODQRaICT®Af PRE>RxE9ED REQUME CMAMv = I u' OQI�10 OOI/LY IiDi 1HER�IAIaLJfiS W L4s5tar BaCimom I I _r I FTSO7.1.1 ALTEMYE Pm eam t AS AR AL ATIVE TO TH:RECUIR MM w ------®� rl+r - ._ 1�' � Pa�'mnED��taEc�i•To ov Tt� •=I I $ I Os MiIS;Cf3Dt'ANDDhb TTD:iDUTATfOR4'HD1F&.. 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AS AN ALRMARIE FOLLOTHE NG STANDARDS RD N STAN lbw 10 PCOMMED SUB,Ef.T TO M ICCTATONS OF THE RR11 CRAWL SPAM CmWL MACE +Q THIS CODE AND TTE UWTATA)HS VZOO.OM �f (]WaMM^OI IS USED N ODHd1NCRO7 WW THESE STANMmm THE DE'M 9HAUL Owny 1 P Of VM THE DUILOINO CME Or! T V=STATE, N 0 Ave wow FRAmm cOIOTLRMCnow MAIRMAL --------- - Top* c"130 --=1 ?)- R ST F Fa Cab-FORM FIQ FIAYO- A MVEW Full vQ- AIM TWO FA LY DILETUTCO"-� a)ICC STANDARDS ON W DERGM AND coms 1TINaOM Q LOD smucIIRIO occ4m) 08-]F?r8 P 1 , NEW r'O CMWLSPACE IF �P' I I I I 1 rruiscr. �� ------ -- � I PRESSLER RESIDENCE + I 1 ---------- J ------------------------�, --------------- ------ ----------- ------- ------- ° 425 LAKE DRIVE 3Y-74 NEW PORK U H LD, I I I L* ( I I SCTM#1000-59.-5-21 -7J4 ,1 �+ )flAWtW.1i= � yr- 73 r-Y° °, I �v° 21'--0 W4 I FOUNDATION PLAN '-�° Ws RRe X M WWW•IERFR RD A[Ill WOR OF TR MommMi im£Eemo mm mmm RLE FOUNDATION REFECTIVE CEILING PLAN IlEID78H•IF RI{Q fIIiIMF TEli fJBl��lTF4 R1 FOBt®RD��R>QRe3en[1G eTe iR @ ®16F¢�.O�IIe 6tIUlOI�DEA®G SCALP 114-1'-P Q'�HBO®RD 01141DO RdD CQ�Q + UALL MOUNTED LIGHT OUTLET 110Y OUTLET f�W71®A�DIHILR HAM=LIGHT OMTIET dh 1fOY OIR&T FOR lV SOfACE AMGEFTFD mR10 i Qp LIGHT1/0Y OIRET QT F1101FCIED 2025 . - • 2028 r R mmm LMGRS tlaV OUTLET RCFRQRATIIR LID SECURITY UGRS 10V CURET ST0W IIIKe rn TE SOIc RBI=OF Ramsu SUPPLY AN FROM HVAC OMIT N FLOOR uR1RSESEAR ® �AC ART N CELHO � Al 02 SUPPLY AR FROM HVAC UNIT N HALL lelt I — ® IIETLI@I MM TO NYAC UNIT R>B N CFE1/0 A®BIM4 OT6 a IELRAI Ml 10 HVAC UNIT --4LF •®rLf mATSOOATES,ur Revisions ! ; !• \! --e- --- / ( // - 08m2l-97 013.04 998298 N 333 z \ 09.08-00 ./ af% JJ/ ,Jya� '$ 7/ � yd, na•'`,i'_.\J 04-11-01 05m21-01 �% 8i / / a r? 9,N O ,• '",> r \a4 12-06-01 gi RO , S,1 .� 02.11-0z , ' 1sry P�^ 09-16-0z 'o �� jr�p89 °• o c� ^6�� 007-1 s-o66-03 -oa �O "•\° ^/ \4 / ry 7� "o p. y 11474-04 �V , . ry ! 03-30.06 11-02-06 �('J i� a /•!8 7 �/ �7d '8 11.27-06 �1O ,8 A// 0410-07 O //. , ,s RIB r ri All 06-01-0727q �` O 02.17-09 ��/- /\ti \ // �!Q-•/ ,�, t ° 7S ,r,� 9i �1/ 1 / '0 /8�/ 04.14-09 lb, �; ^P1 d 01-25-10 OS-01-13 �OrfB 7y\ 01-29-13 /'� \ j7lr�"\ 7S B' 0° f�f ^t 01-29-16 hh' \\ \Yyv a \\ /` 7h-� '� 72'�, , q n.1„ ry 11-23.16 '\ \,J , ' 'S 7i as e `� 4 3 27.3 /J �Sqg 70 •:�7 25 $ 7.7A(c) ry ��^ ° /n.1^ ^a 8.1� q TOWN OF SOUTHOLD _ \/ �/ 8.3 S O GREAT POND ,f $. r Cr. ( )`` (LEEMNSL4KE) �r"\ ' ^ ` e ryO�P\o � � _,'•) 3 '9' 8 � � III °s�+' 1y ^,o \% • ry Y,�. 2. fb lv �\ w I COUNTY OF ;5 h� /7 \ k ^ � `a 9/ f us �/ o¢d e eo a In '\w SUFFOLK � �...� 'Ile j (PECEN11C DUNES PARK)---. 30.7 04`1 - '' ry4 1\ / ,a / 7.9A(c) % vo 63 ! ry 2728.2 14.5A(c) Pf,,e S S l P� ,fin g-�I r- 1 $. fcEVELOP FGOFFDix � `�� DEVELOPMEMRlGMS) / I oJ+ { FOR FCL.NO. •73 \. 5q r , �'° SEE SEC. .1 \ SEE SEC_NO. LJ ( \ \ qa RN t,T ,avl Hn 23 . yi �tbmmo.+. —�— Dsenn, 12.1 Aid).,12.1A ——————- °awamaNa 12.1 M.) . im lob °rl Ooafdmcln a _ROAD — -- ,SITE PLAN OF PROPERTY NN UT K\- A WIDE) niq _ KEHL DESIGN ASSOCIATES, LLc r,r d 425 LANE DRIVE � ( 50 residential & commercial design o consulting IV 11971 "`r,, P0.Box 1675 phone: 1631I 433-9084 SO UTHOLT-J, Southold,New York 11971 E-Mail: ssbn654@optonline.net I Kehl 10 0 0— 5 9. — 0 5—21 hl Design Associates,LLC o formerly D A K Associates,LLC - - - OWNERSHIP & USE OF DOCUMENTS: SCALE: AS NO TED These drawings and specifications including the ideas, design and arrangements represented LOT 22 0. 4 ACRES GREAT therein, are the property of KEHL DESIGN TAXI POND ASSOCIATES, L copied, disclosed others a thereof shall he sor rt usedinconnection DATE: 09- 30-24 with any work or project other than for which they have been prepared without written consent. � I 7 5 ' 0 o9 /� SITE MAP C COPYRIGHT 2024 KEHL DESIGN CI Gn / / PLANS AND ELEVATIONS ARE PROTECTED UNDERLFEDERALLC. ALL FLOOR / COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 58 . 54 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 41 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT S 6 � EPR�NG 41 TO BUILD ONLY O EXCLUSIVELY TOOTHE BUYER, WITH WRITTEN NE STRUCTURE FROM SPROOF NOF PURCHASES IS . 1 . ' G� F N � MON WF 5 s\1ed Acceptance of these drawings does not authorize the right to \ 9 9 _�� 9 SH� �SvNg d, build without the authorization of local governing agencies, such ® 9 a 6 4 6 1 EX e ce'mo\Je p�� as Suffolk County Dept. of Health Services, Town Building 2 4 O 2.9 0' o to b Departments, DEC, FEMA, etc. Verify all conditions, codes, 4 `� o N and requirements with such agencies prior to construction. l �� \NF 3 \ \ Q CD W WORK NOTES: \ �_o� '' 6" W �_J R301 DESIGN CRITERIA AS PER THE �" ,g / 2020 RESIDENTIAL CODES OF N NEW YORK STATE � 9n 26 1 12 v R301.1 APPLICATION BUILDINGS AND STRUCTURES, e OF AND PARTS THEREOF SHALL BE CONSTRUCTED TO \\ OS�Q SAFELY SUPPORT ALL LOADS, INCLUDING DEAD \ \ 0 � �GK LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS G A, PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF ` \ o' 10\V \ WITH BUILDINGS PROVISIONS OF THURECODE SHALL RESULT�� G�EP LNG SEW F� PO \\ THE IN A SYSTEM THAT PROVIDES A COMPLETE LOAD 5 I PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN G4 ZZ`0 Q� I LLl THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES w �OvSG POsr 3 PREP I CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE P ``// Q I DEEMED TO COMPLY WITH THE REQUIREMENTS OF OC,X\ I Elf SECTION. ' �� \ �� P•00 WOOD 12 � � [� R301.1.1 ALTERNATE PROVISIONS C� * � �I AS AN ALTERNATIVE TO THE REQUIREMENTS IN ` N 2 51\ Z SECTION R301.1 THE FOLLOWING STANDARDS ARE J �\ �X PERMITTED SUBJECT TO THE LIMITATIONS OF THE E�jK -O Q THIS CODE AND THE LIMITATIONS HEREIN. WHERE VJ \NF61 \ ENGINEERED DESIGN IS USED IN CONJUNCTION WIT't-i PREP C`� U vV \ THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. I� 00 \ \ 1) AWC WOOD FRAMED CONSTRUCTION MANUAL WFCM �g O O n WF� \ 2)(AISI STANDARD FOR COLD-FORMED STEEL \ FRAMING - PRESCRIPTIVE METHOD FOR ONE- 0 m ' �f AND TWO FAMILY DWELLINGS AISI-S23C) T 21 1 3) ICC STANDARDS ON THE DESIGN AND AX LO \ CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: k o O 05-03-26 c� S \ G \ - \ G m AO NEW WF 8 \ o \ \\ � \ PROJECT: PRESSLER \NFi RES' DECE O 425 LAKE DRIVE . SOUTHOLD, NEW YORK 0 = O SCTM# 1000-59.-5-21 \ I DRAWING TITLE: \\ ­47. ND 28 4 S ' SITE PLAN \ 25 • ,.� w AFL 1 .6 ) 50 . 40 WF�� I NOTES: � \� , Rt THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE A\LL I \ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE S� �RF p� I \ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL \ G 1 X N > J 1 1 O 99 y \ DESFIELGN PROFFONS AND ESSIONALDASSUMIEONS AND S NO LIIABEITYOLEY FOR OF MIOSIIONSLDUEO TOIELD FIT. THE UNKNOWN OR 62• a w A�� o,8 4 2 4 � 30 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT \ X ' WIRE FEN. �' � ��-� �� FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS _ \ SEAL: DATE: \ wRF 4 O.g � z o � 9 U_2`2 UJ V- U W I NOV 15, 2025 LJ M ON \ F N� PROJECT No: 1 a =� 1 0 � OJ pN� .f�_ DRAWN BY: }-O 1203-2025 _ \ O T � H�U� B D K 'i TAXL " ' * ��y �` I CHECKED BY: SHEET NUMBER: I �c> 1 r , \�A 4 0 0 1 20 30 40 50 60 70 (SO 90 100 LOT CLEARING AREA: LOT AREA: SITr PLAN DISCLOSURE: SSIQ�\P S1 15,488.08 S.F. = 0.36 AC. 15,488.08 S.F. = 0,36 AC. SITE PLAN INFORMATION IS BASED ON A LAND SURVIEY 1 S.F. CLEARED BUILDABLE AREA: PREPARED BY SCALICE LAND SURVEYING 75% LOT CLEARED 1 SOUTH BAY AVENUE, ISLIP, NY 11751 Doe NUMBER: of 12,982 S.F. 631 -957-2400 NEW YORK STATE LICENSE NUMBER 050882 SURVEY DATED 10-07-2024 O KEHL-DESIGN•ASSOCIATES, LLC GENERAL NOTES: ( � ram; i- 1 'AL RENOVATION & CONSTRUCTION " -° "�'✓" 4 SAFETY NOTES: RESIDENTIAL ` ` General Notes: p�Ci�tV� ,� C 0 'I'N'T R A C T 0 R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF - �� __ -.: • �• - _ F1 _ NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: FF�� �--`�� - - II®o'fh' tructural wood to be Douglas / # ;;'� �� � T ® GENERAL NOTES: 1 . All studs to be SPF #2 or better, ari gas Fir Larch 2 or better. __- I 2• FIRE SAFETY: TT� 2. All structural wood shall be in ° �`�a06�rdvi�h ��@®�itional design specifications for wood cconstruction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENJTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A a CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. g residential & commercial design o consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH P0.Box 1615 phone: (631(433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manulfacturer. AND PAY ALL FEES REQUIRED 13Y THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. .ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. -- - 4. a. All plywood shall be in accordance with the American Plywood Association (APA) spe(cif'cations. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face p)lys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY LC.therein, are the property of KEHL DESIGN ASSOCIATES, L No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: co 3. DUST CONTROL: pied, disclosed to others or used in connection with any work or project other than for which 6. o. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. a. Laminated Veneer Lumber (LVL): ACCUMULATION PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN . E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 9 Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB.10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK VNILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS g SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTIN(G AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCO NNECTIIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE Bf=GINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATIQi'; IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS.LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 C THE BUILDINGS AND STRUCTURES IN ACCORDANCE R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTEC'T'lu FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION. BUILDINGS AND STRUCTURES OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SIIA. L BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301,1 THE FOLLOWING STANDARDS ARE k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT�OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PERMITTED SUBJECT LIMITATIONS RESIDENTIAL R-3 (`.SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,If IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE, TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS 200h FASTENER TYPE (WFCM) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf Soh - PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES AND TWO FAMILY DWELLINGS (AISI-S230) _ NO. 8 WOOD SCREW- 3) ICC STANDARDS ON THE DESIGN AND H PASSENGER VEHICLE GARAGES° 50 a BASED ANCHOR WITH 2 16 10 8 OF NEW YORK STATE. �EIGHT FIRE: AREA INCH EMBEDMENT LENGTH CONS TT rRU( -,ION OF LOG STRUCTURES (ICC400) - NO. 10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY HEIGHT BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 REV: THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 05-03-26 PLANE TO THE AVERAGE HEIGHT OF UNLIMIT-ED AREA SLEEPING ROOMS 30 THE HIGHEST ROOF SURFACE Ya INCH DIAMETER LAcscREw- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND 3 S>TORY BASED ANCHOR WITH 2 16 16 16 =22'-92ff" AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH ASHRAE 90.1-2016 AS PER CHAPTER 5 OF THE STAIRS 40 2020 BUILDING CODE OF NEW YORK STATE. NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hc.•ar = 0.447 m/s FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,It and a 45-fo,ot mean roof height. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 26'-94 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, CODE OF NEW YORK " a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment: length of 2 inches minimum into RESIDENCE LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Yz inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors 425 LAKE DRIVE ALL HOUSE FRAMING MATERIAL DOOGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED _ �/ p�( ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SOUTHOLD, NE � I ORK c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION C(ONS T RUCTION CODE OF NEW YORK WHICHEVER PRODUCES THE GREATEST STRESSES SCTM# 1000-59.-5-21 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODc OF NEW YORK DRAWING TITLE: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the fallowing: LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA 1. Section R401 through R404 EXISTING CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mondmtory" p GENERAL NOTES NEW CRAWL SPACE 1495.4 sq.ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 Buildable Lot Size = 12,982 sgft Buildable Lot Size = 12,982 sqft 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED 7 EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. _ NEW FIRST FLOOR 1512 sq.ft. (NY)TABLE R402.1.2 r0 House Lot Coverage = 1512 SgFt q -- g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' � Max Habitable House Size = 2473 S Ft , NOTES: EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRA�ON SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT° SLAB d CRAWL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTOR U-FACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUE NALL RNALUE SPACEc Garage Lot Coverage = 519.6 SgFt First Floor = 2032 SgFt DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW SECOND FLOOR 441.5 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e RNALUE RNALUE1 RVALUE &DEPTH RNALUE �+ Front Porch = 2 04.5 S q Ft Second Floor = 441 .5 S q Ft PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS � FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4EXCEPT 0.32 0.55 0.40 49 20OR13+5h 8113 19 10'13 10,2ft 10/13 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR MARINE Addition Possible = 0.0 S Ft LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS - UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: --- Rear Deck = 666.5 SgFt g FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. For ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH o. R-values 1 foot = 304.8 mm NA New House Habitable Area = 2473 S Ft es are minimums. U-factors and SHGC are maximums. When insulation is instollled in a cavity which is less Total Lot Coverage - 2902.E SgFt g SEAL: DATE: EX. GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulct;;:n slwll not be less than the NEW GARAGE 519.6 sq.ft. NOT LESS THAN 30 INCHES R-value specified in the table. NOV 15, 2025 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. PROJECT NO: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the Max Lot Coverage - 20% - 2596.4 SgFt interior of the basement wall. 1203-2025 SUNROOM NA �+ ^,--------_----� DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD '15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the Lot Coverage Overage - 306.2 SgFt �� f I I r( \ BDK NEW DECK 666.5 sq.ft. / t. MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the `�y�-�' - , COVERED PORCHES 204.5 sq.ft. CHECKED BY: basement wall plus R-5 continuous insulation on the interior or exterior of the home. "1C/13" means R-10 continuous THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE - 0 � o . COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. Lot Coverage - 22 35 /0 DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF.NOT LESS `,..�. POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. ' art d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation r � 1,,�'�,-�"" •S•�"�' ,.t SHEET NUMBER: ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Front yard setback ^ /� - 35 1`.�J 1! IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved �+ O�1 4 �' ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Side yard setback = 10 FE; (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than on R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+55" means R-13 cavity insulation Both side yards setbacks - 25, DOB NUMBER: OF plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the Rear yard setback - 35, insulation is on the interior of the mass wall. KEHL-DESIGN•ASSOCIATES, LLc SIMPSON STRONG—TIE CONNECTORS — SPECIFIER R CONSTRUCTION MTS20 LTS20 mAD _ ROO OF 1D125. SIDE DE DF FAe1ENER5 .0 �ON SIDE OF J tL`71 Da. CA UPUF` uPurT U1ERAl TTM maE Bed Has „,�S/PIAIEs s1W5 MT. (IN) (180) i F. (Al N� REF. DIM STUAnn NOTE-REFER TO SINPSON WOOD CONSTRVCnON �= TAKE SnuPROPER rASHEA to 4-ad 2-aa a^m 2yy1 DID yes 4m ,,44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES, LLC PROPER INSTALLATION PROCEDURES ` r.dd.,.nd A cammeromie.,bn.co�rvnnR a +e o-ee o-ee seas y+s aw eea s,44 — mdva4s FASTENERS ALLOWABLE UPLIFT LOADS(133) ALLOWABLE UHJFT WADS(133) ARTaYt2 PO.Box 1675 phone:(631)433-9084 (TOT,) Aw LFdIOTH of DOLT Y'Io00 vELBER LENCTx a ear Y WooO 1NEueER CODE vSim°A" / Southold NewYork 11771 EMa3 ubn6S4Ooptmine.M f MEL W REF. Na Ax L oTr "Lr• y x• 2r 3• 3r In" Ir 2• 2r 3• sP LTTA RArzs m wwa SP4 [.N Deilyn dA,DA TA to •�• tY 3Bi'te-tOd— A10e— 1205 1,00 a sa ee 1Nm .w.- .N STUD aM LARCH/sa PDIE These drawls and eoi6cotlons Including the iAyitNFRS2 OU0-FRL LARCH L0.AIe g sp 1) ma L be Aw ,oa 'od.' OME Ideas,design and arrangements represented Na Mr. REF. LFTA LSTA21 therein,CIA re the pUC roperly of KEHL DESIGN roe lea.1(• (,u/1m) (13f) ('m) 11.1 Simpson Strong-Tie copied,discl sed Lto other"or used oIny connection .1..1. Is 'aloe 14-1..11' sus taco W IOW J.M.in HGAIO With any work or project other than for whkh Ts2o zo a-toe 'Tined:'r sue 1000 1Y0 AR DETAIL "TC" they have been prepared without written consent. nm 20 12-ILO 12-10d.11' 23a3 rrs 720 72o s.41 mw'En Nu_, ' N STU �•- CD COPYRIGHT 2024 KEHL DEIGN N ASSOCIATES I.I.C.ALL FLOOR DETAIL' 'E Equal number of SIMPSON PUNS AND EIEVATIONS ARE PROTECTED UNDER TOOK SO.PME 000E specified nalls In TYPE ai owEcnoN �. TAKE-UP WASHER COPYRKHT UN.PLANS MAY NOT RE REPRODUCED OMINOUS 40. a LOAD R1�^Leo/ I; each end Simpson Strong-Tie SpIE F1tOPERtt OF NEED-DESt(N ASSOCIATES,LLC.THE RKHT Fa WNTTEN AUTHORIZATION ALL PLANS AND DESIGNS ARE THE c a's 845 17o CS16 ART•x12 TO BUILD ONLT ONE STRUCIUfdE FROM 1HESE''LAMS IS LICENSED 'ry4 e J 5'e e4s e70 0.39.9] DETAILH' EXCLUSIVELY TO THE BUYER TAIH MPoTIFN PROOF OF H N 615 W5 870 YATETaAL pup9p's FAelE7NFTtS AUuftBlE TEN90N LOADS'''•(DF/SP)(in H0Uo7wN M'I nECnON AR71-.12 mFl NO Aw IFNCM OF BOLT u WQ£5 AT HId6T C�OFD.E MB' S8 N B m CL as, IS �T' Y VLRRC/.L F as YFNBER ALLOWABIE AtNIid�Ym without 11k mthOce of these flZOtlOrl 0 wigs does t QI af122 the fightt�0� v0. Be SE mCA ""lMPR TY DU 11' 2• 2i' Y Si' sin' LOAD WxM R m OFF O governing 09 Ties, as SuffdA Canty Dept.of Heyttll Sevices,Tom Raiding 02A 1. 12 4W 2r 2r a• 2(4• r 1Pp r 2 r 121m lose 2as5 2M 2ns 2— 27m Dose 0.a77 2.Q.8? DtpvUnalLq FL1UN etc Verify of CDlldltlals,c and requirelrnits with such Ilgmcie9 prior to mostluctbl. and gYFN90Ne iASTENERS A Va Aw aF SP CODE L SRO TE ULT. (133 (18a) REF. WORK HOTS: e4 34' 7r -IW.1i'— 7 )Je Se, 7.40,12] R301 DESIGN CRITERIA AS PER THE LOLL DYEN9CN5 Fns'DNERs(roTAr)ALF.aTABLE TERM LOADS CODE 2020 RESIDENTIAL CODES OF Na r'A w L NYLs ,oel (TIT) pen) �' NEW YORK STATE '.TA21 2C 1 2' - SILO 12a5 1295 7Ma M m oYENsxNs FASIFNERs(roTAU ALtar•w.TE21voN LOAos OGEE AND ARTS THEREOF H REO BUILDINGS AND STRUCTURES, w �• Simpson Strom Tle ITA U SAFELY�SUPPORTEALL SHALL LOADSB NCLUDI GCONSTRUCTED DEAD TO r L xNLs , (13]) (Leo) p g LOADS,LIVE LOADS,ROOF LOADS.FLOOD LOADS, ISTAz4 Is + 24 1o2s 1370 's4o 7.40,yo LUS46 PSON mE1 T(I1AL FASTENERS AVANABI.E TCN90N LOADS NAR CODE KE-UP'WASHER SNOW LOADS.WIND LOADS AND SEISMIC LOADS AS aENOTN ,� aT�yTN (�TW SPAONC Rev. HD2A PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF a<RCLL L pmf Os-T/1so)A °C xo1E ALL HANGERS TO BE USED ON THIS PROJECT Tsroson So-anp-ne itiE BUILDINGS AND STRUCTURES IN ACCORDANCE SIe 'se le to HEAR SPAN.s'' m-ea 1235 taco 2W 7 40 m ARE TO BE TOP NOUNTED UNLESS OTHERKiSE 'b WITH THE PROVISIONS OF THIS CODE SHALL RESULT NOTED.FAU141 TO COMPLY WITH ALL NOTES aYEN510N$ FASTENERS IN A SYSTEM THAT PROVIDES A COMPLETE LOAD NmEi aN - ON THIS PLAN PROFESS WRITTEN ENGINEER. PLACES AUTHORIZATION DETAIL 'IF"a CA r x e xrAaws Jasrs Aw uPUFr ed1 'CO 1. "s RocF tzs CODE AL A ABHUTIE PROFESSIONAL ENGINEER,PLACES PATH THAT MEETS THE REQUIREMENTS FOR THE Nod Nee uLT I33('m) 'oa lea +od lea Noe lee �• ALL uABNTIES ON THE CONTRACTOR CN W- TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 'U54a la 4r 2 htad hied m)e I14a 1+60 tOm ne0 12W ],M.12] DETAIL "I COUPLER NUT THROUGH THE LOAD-RESISTING ELEMENTS TO THE nnz'o-2 14 3i' yS 2 —e-1ed B-Iu m78 17as 2Io5 low—Ism toes 1 M.122 FOUNDATION.BUILDINGS AND STRUCTURES T}nz STU �•- CONSTRUCTED AS PRESCRIBED 8Y THIS CODE ARE amD- FA`''a� ,Jv'Uon uPun "LA AL uor. SIMPSON DEEMED TO COMPLY WITH THE REQUIREMENTS OF Ha CA Mr. TAKE-UP WASHER THIS secrloN. ro aAFONs To PUTEs ro,roes (133) ('Go) ,' ; ILO R301.1.1 ALTERNATE PROVISIONS -cAiaT .-sos4'.ti• hmsrs' 1525 .ss 435 Fes IIIO AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE EAnNDEw rr MTS16 SP4 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Bd was Ws MTS16 aNr-, THESE STANDARDS.THE DESIGN SHALL COMPLY iB[OF 7B= HD2A OaraER RUT SP4 PATH THE BUILDING CODE OF NEW YORK STATE. nm^e�IlYle""u Tm sTD� LSTA21 SIMPSON II �� ANCHOR BOLTS 1)( MWOOD FRAMED CONSTRUCTION MANUAL D 1Ras Tx.Aas1°R ••O• wo:-uv rASHot LSTA21 Strong-Tie 2)AISI STANDARD FOR COLD-FORMED STEEL HUS210-2 I FRAMING-PRESCRIPTIVE METHOD FOR ONE- 0 3)CCDSTANDARDS ON THE DESIGN FAMILY DWEWNGS ISAND�) � CONSTRUCTION OF LOG STRUCTURES(ICC400) q ® I REV: unx ea°°nwa NM. '. 2T3 SLn S1w InI P AIED DETAIL "A" R' I a I DETAIL I'D" DETAIL "G" DETAIL IT' , PRESSLER "� 3BP'ma`ro�. p g— RESIDENCE N7 Simpson Strom Tie LFTA LFTA ROD SYSTEM DETAIL, "L" LFTA II T;P NOTE' RECEIVED DRAINAGE k ROOF RUNOFF NOTE AND CALCULATIONS 425 LAKE DRIVE ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES/COVERS yyy(/ RUN OFF FACTORS ASPHALT- L.,ROOF- 1.0 SOUTHOLD, NEW YORK +•-0"DEEP POOL x 4• DIA= 12.58 cu.ft. per vertical ft. 6,,JJJ 1'-D:DEEP POOL x 6' DNA.- 22.3 cu.ft.per vertical ft. MAR 2 4 2026 1 DEEP POOL x DNA. =42.25 ca.ft. per vertical ft. SCTM#1000-59.-5-21 1'-0'DEEP POOL x 10' DIA 68.4 cu.ft.per vertical ft. DRAWING TITLE: LTP4 HOUSE ROOF AREA=2514 so/ft SIMPSON WINDLOAD LTP4 MAIN HOUSE CHARTS&CALCULATIONS LTP4 V=A R x 0 /STRONG-TIE DETAILS/ DETAIL "C" ZONING SOAR®OF APP ALS R=251RAINFALL=.17 ft PLUMBING DIAGRAM • ,.. ,Soo. Simpson Strong-Tie 2 oaA r Ro Aaa 2^Aao— C=COEFF.=1.0 AND LTP4 DETAIL"B" Floor-to-Floor Connections V=2514 x 1 x.166667= 419 C.F. ROOF RUN-OFF CALC. Simpson Strong-Tine 419/4225 VERTICAL FT./FT=9.9 V.F. TIECE PANS GTE AN IRSM. a OF IIIE 9RVU AND ARE THE PRORRTf OF III Floor-to-Floor Connectlons USE 218'DIA.POOL 5'-I) DEEP=10 V.F. oE9gi PI Ho��AL 6 AIM Ho.RRBCDENR rL H E SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ALL Ridge Strapping (/ P EOJi(Tm T'DWEN URS A*WEiff RE9Titlt)05RFEL SHAIL WIT.THE sum OR HBO fRWM II&DYDISg 10 LINA'k7ET AE E DUE FEIO FlL I O UAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 3 M 2_d FLpOe 419 223 VERTICAL FT FT=19 V.F. 'iNs°H'gNgr xiu ASS11fS11D6610Tflx(;(IM UPC DlE ro I S NOT OR / / •U110>�SOS fE10_CLY7YIr)6 u0 at`ADp)NRB fW4D UP01 CpBEK1S NOT USE (4)6'DIA.POOL 5'DEEP=20 V.F. C, "A�a ox�mem A��a'�11E¢' ] SUBSTITUTIONS a 5 ID �� C'•^r ^ POOLS TO BE PLACED ON OPPOSITE SIDE OF I �..' `JN�v I\&025 L framing hardware shown on these plans, rsrya _ .uuNRt ,.. 2.. ?,J"d rt;:j� ., PROJTT o: •Mess otherwise Indicated, Is Simpson Strom Tie. taw HOUSE AND/OR LEADERS TO BE PIPED TO _ _ ` 2 _ T203. 025 3 substitutions area roved or authorized, v a�R SYSTEM AND IN OF 10 FEET FROM FOUNDATION. DRAWN BY:PP p Strong-Tie. BA RmOal ennw"NooN POOLS(1/2 OF lliE ROOF TO DRAIN TO EACH e to the relationships of framing hardware to r oaw POOL MAINTAIN UM.OF 20 FEET FROM SEPTIC ne other components of the structure, any framing irdware substitutions will render these plans _ 4ZI Al, and void, and will result in the Installer/contractor ssuming responsibility for the design and a o = ^®dam�,:.;de e•• ALL COVERS TO BE TRAFFIC BEARING IF LOCATED �" �v,,,•.: , erformance of the entire system, ''ta. IN AREA WHERE TRAFFIC IS TO BE PRESENT. mAPP IF A MULTIPLE POOL SYSTEM IS USED AROUND \ 'H j.i`arc.• •) Ridge Strapping Detail PLUMBING RISER DIAGRAM (NTS) THE HOUSE THEN EQUAL PROPORTIONS OF THE ` •_� ROOF SHALL BE DIVERTED TO EACH POOLDOB NUMBER: I F 0 KEHL•DPSIGN•ASSOCIATEI,uc -- --- dTfd a' Nt' -13f�Y-7)fY-r. Ya3E�Y-T3i�Y-Y)i 'd -- -------- �t KEHL DESIGN ASSOCIATES, u.c § O — O ---------------------------- — — — — —NEW 7A Bg Fool Cm R4./ Woe rlkd Sea Fig. gexad 2Y Bg Fad Cmc F1g Fad T Wee FU Sea T�W SEE CONSTRUCTION SEE CONSTRUCTION TY Cane Fie!Smo Lee ed SEE CONSTRUCTION K cae FIW S-Ike ced PO.Box T675 phone:(631)433-4084 GARAGE I-()7 L 9apM R 1a h mle 1-M% R�b I-(n T Sloped Re6u n- I-(j)1'SMped ReSa n amfe $ou hold NewYak I1911 E 1 nbnd5d3o IonBenel 4•Pe� Y&� Oefl DETAIL D101 Mn Y ud ands DETAIL D101 Im y B*v bd 9da DETAIL D101 R'n Y Bdox fid NL% p (2)//4 Reber 10 G.rYl gi" 1- [eND,gn Me LL umaNDAcA LLG oxr 6m1 wr _7 11-7 Y-e' iY-Y Y-4Y d� } w I Vqzr Bme xP (3)#4 Reber Wdl Grade es E Raba WelSpaced y Spaced #4 Vertical Reber 4'-0"«. - - -- � Ties Equally spaced nee Equoll FOUNDATION - These drawings and specifications including the 8"P.C.Foundatlo GARAGE I I I ,� BUTTRESS Ideas,design and arrangements represented (2)#4 Rebor 2'-0"x 8"Conc.Ftq, 2'-0"x 8"Conc Ftq. C 2'-0"x 8"Cone.Ft 1'-8'x 8'Conc.Fig. to., are the property of KEHL DESIGN +y R 2x Keyway FOUNDATIONI I I /() � DETAIL C101 q' FOUNDATION /() ASSOCIATES,LLG.No part thereof shill be I I w/(4)#4 Reba L.W. I w 4 4 Re Lw. FOUNDATION 2'-0•x 8•Conc.Ftg. � w/(4)#4 Reber LW. w 4 #4 Reber LW. copied,disclosed to others or used In connection DETAIL A101 and#4 Reber®2'«.S.w. and#4 Reber®z'«.S. 1 BUTTRESS w/(a)#4 Reber Lw. T� FOUNDATION end#4 Reba O 2'«.s.w DETAIL B101 I and/4 Reber O 2'ce. with any work or project other than for which " I Min.3'-0"Below Flnol Grade I FOUNDATION Min.3'-O"Below Flnd Grade I T- - I without written consent j and#4 Rebar O 2 ea S.W, I I Min.3'-0•Below Final Cade S.W. they have been prepared 'thout 2'-0'x Be Iona.Fig. DETAIL B101 -- - er-'1P I DETAIL C101 ei'EP DETAIL B101 >r fin.3'-0'Below Final Grade >rJ L---- Min S'-D"Below __--_------- --_--__----- ----- ----- ___ ---- -- ----_ , Final Grade --- w#44) b Rebar LW. r— ©WPYRIfNT 2024 NE}iL DESIGN ASSOCIATES,LLG A11 FLOOR and#4 Reber O 2'oc.S.W. I MasonryRough Opening --1 --------- Min 3'-0"Below Find Grade I or x arm oar _--- ------------------- 1 ---------- ----� r-- — --- -- --- — --- -1 I I § PUNS AND EIEVAl10N5 ARE PRDIECIED UNDER FEDERAL r I OOPMGHT UN.PUNS MAY NOT BE REPRODUCED WITHOUT Provde Max. oc. � -e E Provide a"x18'Anchor w YRITIEN AUTHORIZATION.ALL PLANS AND DESIGNS ARE THE GARAGE '� Yd I Bolts Max,32"oc. !. Bolls Max 32"oc. I P -' +; L--- SOLE PROPERTY OF KER DESIGN ASSOCIATES,LLG THE RIGHT FOUNDATION J I I I ' 0.d PPd W O N 4• Sol, P .5 0 k i j---— TO BIND ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED DETAIL A101 ------- i i i i J3"Steel Dalamn k. NEW 1 L__ WTH WETDN PROOF OF PURCHASE. NEW 3 steel Colum 2'-0'x 8•Conc.Fig. J I I N CRAWLSPACE ? CRAWL SPACE w/(4)IY4 Reber LW. ( t- I I M0a Haul Acceptance of these atawogs does not dllhaize the right to and#4 Reber O 2'«.S.W. I I 1'd ro a ass e e 2'x2'xV Conc.Fi ro a reas e e r--F01d0fip0- J I d,id dthal the authorization of lord gotemBg agencies,sock Min.S-0•Below Final Grade I Cute In Conc.Slob . 2'x2'zt'Conc.Flg. Cuts nN Conc.Slab 1 w/(3)(f4 Rebar E.W. o as Suffolk Cant L of Health Sa' g �• w/(3)W Rebar E.W. S�yCo I I I I Y�P vge9,Tom nsi c ew +,' �m �m °elsttar ) -_J---- DgatMenls DEC,FEYA.etc Yaifydl iwnditials,codes, y� ais In Conn SIaD -w 6. yy. r-- rtM requienlmts ri0 sudl agalcies prior to construction. 7 I I I I 3}' teel Coluq(2)1 3r Steel Column 31"Steel Column V� v� 3}"Sled Column -r 2'd �2'-0"x 8"Conc.Ftq. 31"Steel Col n I w/(4)#4 Reber L.W. WORK NOTES: J I FOUNDATION I I(2)1}"x9 L Girder 3"x93"LVL Girder r (21y}"x9J"I.M.Girder_b r2'1 tx_9,7 t 1�',ij, LVL G: (2 1J xSj L ird end#4 Reba O 2'«.S.W. NEW ------- NEW DETAIL B101 I '� Lq "'"" 3i'Steal C umn Mln.3'-O"Below Flnol Grade R301 DESIGN CRITERIA AS PER THE FOUNDATION NEW ORK STATE cooEs of HOUSE I J GARAGE I I 1 f ArtoNEW YORK STATEGARAGE r I I 1d� 5 2'xz'x1'Conc.Ftg. I DETAIL B101 1 I1x2'x1'Conc.Fig. 2'x2'xi'Conc.Fig. 2'x2'xi,Conc.Fig. w/(3)#4 Re bar E.W. 1 R301.1 APPLICATION BUILDINGS AND STRUCTURES, FOUNDATION I ProNde}"x18"Anehor Bolts Max.J2"oc. I I w/(J)#4 Reba. E.W. w/(3)#4 Reber E.W. w/(3)#4 Rebar E.W.EYm - q c AND PARTS THEREOF SHALL BE CONSTRUCTED 70 DETAILA101 NEW NEW J„m y49 —__—__—__— Sp SAFELY SUPPORT ALL LOADS,INCLUDING DEAD 1 4'PG Skit idh 6a6/10 6a M. I I o I LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS, (2)#4 Reba r I We Wit Pay V.P.Bmk I I CRAWL SPACE CRAWL SPACE [x %me ) SNOW LOADS,WAND LOADS AND SEISMIC LOADS AS I ro a reas e e „I'RO (3)#4 Reber Wall PRESCR BED BY THIS CODE.THE CONSTRUCTION OF Yd 2d r PC sbb dh 0A/10 Ca ALL Cuts In Conc Slob 4'R 9t&.1A ea6/ID Ca W%L b 4'PG Sid,xb Ild/10 C.WK u 1 n73 TI-Equally Spaced '� THE BUILDINGS AND STRUCTURES IN ACCORDANCE Grade to >r fiinl PoI KW Box4r Oa 6mT Pdy Ypm BmL Owr 6a9 Pdt'WSgm Bane I II73 WITH THE PROVISIONS OF THIS CODE SHALL RESULT t Vertical Reber 4'-0"oc 1 �+ P.C.Foundatio ..� rov ress Hall" I _ FOUNDATION IN A SYSTEM THAT PROVIDES A COMPLETE LOAD Damp Proofing -aF I 2'x2'x1'Conc.Ft Cuts In Conc.Slab I u_ BUTTRESS PATH THAT MEETS THE REQUIREMENTS FOR THE Provide a"x18"Mchor g DETAIL C101 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN GARAGE I I Bolts Max,32"«. w/(3)#4 Reba E.W. u yu I r—JIAI THROUGH THE LOAD-RESISTING ELEMENTS TO THE (2)#4 Reba x x 8•Conc.Fig. I FOUNDATION I I I r Yd FOUNDATION.BUILDINGS AND STRUCTURES w/(4)#4 Rebar L.W._ I 3Y->Y d d CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 2x4 Keyway and#4 Reba O 2'ec.S.W.I I DETAIL A101 i4 FOUNDATION � J Steal Colum i I-c' , Yim DEEMED TO COMPLY WITH THE REQUIREMENTS OF -- Min.3'-0*Below Final Grade l DETAIL B101 '� �{ 2'-O4 x a RBaare LFig THIS SECTION. 4"P09ab.fi I __ Maaonr Rou h 0 enln Masonr Rough 0 enin r -�, -�-� _� _�—y-_ - der�l - der 1 end#4 Rebor O 2'oc.S.W. t4 301.1.1 ALTERNATE PROVISIONS ID fa\ML I Tor 9 x 8'7;ara�C a Door Tar 9 x T urge Door _ ln. -0 Below Flnd Grade ALTERNATIVE TO THE REQUIREMENTS IN ------- -_ --- Aa6mlPdf ----- L ____________ ___________ -_ -- - -- - -- -_ -- -- - -- - - •• GI 2d SECTION 3011 THE FOLLOWING STANDARDS ARE � 2)1 z9 LVL Glr 2)1"x9 LVL _— IM 2'-0"x 8"Conc.Fig. 24"Reinforced Concrete Apron b 24•Reinforced Conerate Apron b 'tT b , I I d� o PERMITTED SUBJECT TO THE LIMITATIONS OF THE w 4 Rebar L.W. I }1 `" THIS CODE AND THE LIMITATIONS HEREIN.WHERE /()# v" Provide#4 Rebar Provide#4 Rebar Yd ENGINEERED DESIGN IS USED IN CONJUNCTION WITH one#4 Reber O 2'ce.S.W. Plna 2'-O"«. Plna 2'-0"«. NEW j a� Min.3'-0"Below Find Grade „ THESE STANDARDS,THE DESIGN SHALL COMPLY § 'd CRAWL SPACE I y)P WITH THE BUILDING CODE OF NEW YORK STATE A- I 2'-0"x B"Cane Fig. I I 4•FeU.m,6x6/lomex I to --- ------ FOUNDATION I w/(4)W C. LW. I - 1 1 -� 1)AWC WOOD FRAMED CONSTRUCTION MANUAL L---------------------- ------------- r and j(4 Rebar O 2'oc.S.W. r Ora God PdY Iqa Bmia DETAIL 6101 Mn,3-D-Below nEl Grade -------- - I 6,-0 I �° 2)ASTSTANDARD FOR COLD-FORMED STEEL ---- - FOUNDATION - FRAMING-PRESCRIPTIVE METHOD FOR ONE- ---------- ------------- ------------- - r ----------- -J' I DETAIL B101 AND TWO FAMILY DWEWNCS(AISI-S230) I I I I I 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) �I_ J—__—_ J—_ I _—__—__—__—__ __ 322_x 16•Yn Ins. I I I -I• § Glass,III,,Window I REV: I I I 2�-0•x 8"Cana Ftg. �J, II mX Fat AmUh I 1' 8"x 8"Conc.Fig. /(4)#4 Rebar LW. FOUNDATION III,, 18'Anchor I 2'-0"z 8"Cona Fig. !v i r w 4 Reber L.W. Huriaane sD�vng 25$Iude 16'ac I I w/(4)#4 Rebor L.W. and#4 Rebar O 2'«.S.W. I DETAIL B101 I Bolts Max.32"oc. I end#4(Reba,O 2'oe.S.W. Puineta Bmm I and#4 Reber O Zoo.S.W. Min,3'-0"Below Final Qade Min.3'-0"Below Final Grade AC0 M SO Min 3'-0"Below Final Grade (2)i5 Horirmlol Isar ('Ad.t.h 5Daam �}� I . IY PC.Fmndolim B065 m Ti0 A S lD[91'0 1Voc. 10d 5-4'� 15YeUto1A �'°� r PRESSLER [IV MO.Bdh 32'oe Tap a1 Bu1Das 1a Be lY - Bolo.Final aide (4)�i fleba Slmrys RESIDENCE NEW FOUNDATION PLAN Egdly Spaced Oanp Praokg f5i ;1 .--T24' 425 LAKE DRIVE (2)i5'�a"a�as S SCALE: � RECEIVE D SOUTHOLD, NEW YORK 4B W Cora Flg. 48110' FmOng (Lrn s-T_v Bola. SCTM#1000-59.-5-21 FOUNDATION HndOade) MAR 2 4 2026 DRAWING TITLE: BUTTRESS FOUNDATION PLAN DETAIL C101 NEW KITCHEN DINING ROOM BEDROOM ZONING¢CARD OF APPEALS NEW GA NOTES: RAGE 36'Hgh Hmdd GARAGE OE NO ARE AN**SE SDI THE SRWE AID ARE NE P IS VUL E 11E PM PRD[CUHD TO THEL NOSE U11 6 ARGD 111 OF THE At OO OEA16FS SHA TLL H m pe NYS Coda RM ODGWd:ff0&IgIVC1 EE,SOUY K"SELE FDd FEM FlL.it,DE DE87TP9DIFSSOIIAI ASSU16 tN➢IH1IYf00BB(Y�Y�SDS ME 10 DA010W OR ,ONFDd.3E01'FEfD'03GNDtf'AIOIOR 10D0CMSld/.g,D lP(N LOYENfi N)I - --I$— � `FORY,iUL`A As ON'TU TfESEPI k 22[IOACDWda H[IBSMaa4Belaneae ; ---- I — ----CRAWL SPACE ------CRAWLS ACE--------------- CRAWL NEW (3)#4 Reba Yd i r ,O` J. Lij;DATE V,2ae AM FIoc J:h 02 as 11 �qpnq -----__---- ----- - I - 't SEAL: 25 node Tp I \y� PROJECT'NO:t wolf nee I nti-- Yd 4M AW PoeI aP r �NOVS=15. 025 y \\ V Coe Filed Sma Tube r � I I�'r1 IN A ANCE WIN ------------------------------------------ -_-______---__---- - '--- I D2N YOPoI STATE DRAWN e t)N - ---------------------- - 1 PRONOE MIIRIGNES PdIC_ ;t 2 YerOm Rolm . - 22 Die Big Fml - - ---1-� I.. (Rb.S-0•Beb All HEADERS RS Fad Gad) �1 Wd 1 6'-�; } —�-� 1 #d y��--< (2)o X c K 01 DECK CONSTRUCTION DETAIL D101 - FOUNDATION SECTION THE 2@O AC90ENML[ODE D NEW roAK STATE O K©R.•DESIGN•ASSOCIATPS,uc SCALE:118"=I-U' RECEIVED ------- �IEHL DESIGN ASSOCIATES, LLc reJa-nfld a em,n,-reY,l d.,bn-em,WM1,p 9' r_ItY MAR 2 4 2026 PO.Box1615 phone:(010-9D64 -0' -D• '-7 I'-6Y' 71f '-+r C-C 0'-C 6-1a' -s5' 10>S' $06,14 NewYart 11971 EMd o1bn654Ropfanble.ref r.wo.upn n„�m.,,ue.,��onen,wcni.�ue ej ZONING BOARD OF APPEALS `" ` LU ENTS: . `- _!' I I -0• I _yE- I I •�Ttlese•tlralvin s and spealncatlans Inaluding the ^ Weas-desl g and arras""ts re resented NtW DECK ADDITION EXISTING LINE OF DECK LINE OF NEW DECK ADDITION _-----_ therein,a the propergty of KEHL DESIGN ASSOgATEs,U.C.No part thereof shall be copled,disclosed to others or used In connectlon xIth any nark or project other than for which they hove been prepared without written consent. NE N DEC z 1 I I I E ©COPYRIGHT 2024 KEHL DESIGN ASSOCIATES,LLC.ALL FLOOR Jo I 4 DUSTING ILINE OF DECK Deck I D CK TI FUNS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW.PLANS MAY NOT BE REPRODUCED P1mDUT i NEW ADDITION SO EPPROPERTY OF AUTHORIZATION, m KEHL DESIGN ASSOCIATES,LLC.THE RNYR NEW GARAGE ADDITION MOUSE AD[Tro TO BUILD ONLY ONE STRUCTURE FROM DOSE PIM IS LICENSED 1 - I EKCLU9YELY TO THE BUYER,Non YA3TlEIH PROOF LF PURCHASE 1 AccePt FWCI2080-4 FIN R _ G6 R c'Ibuild without the alhnce of these a alion o localgoverning ella the OG such ------ an Suffolk County Dept of Health Servies,To B�iidog I I Yx Ia•nPe HEADER• o 'r I '�-'� t-� DepaGmmis,DEC,EEMq etc. Verify of cord Kos,modes, 4 2ff and regurernents with 9Adl ogencies prior to construction. I 1�hr Fire- t t.11 I 406HFA N-ILO +q Door and As a bl `� yj; CL I x/Self-closln H g s I WORK NOTES: lY 3 ®i R301 DESIGN CRITERIA AS PER THE 2020 R ID NTTA .OD OF ' DdLtplor� _r I I � NEW YORK STATE Master Bedroom h ---- R301.1 APPLICATOR BUILDINGS AND STRUCTURES, CL^Q$ n�k�N� AND PARTS THEREOF SHALL BE CONSTRUCTED TO I I I LNing DN-eyeor SAFELY SUPPORT ALL LOADS,INCLUDING DEAD All Walls and Cellhg Kitchen I I Room ' LOADS,LIVE LOADS.ROOF LOADS,FLOOD LOADS, PRESCRBEDSNOW SBYATHIS CODE.ANDND LOADS SEISMIC CEONSTRUCTION OF to be Covered with i•Type X• `! ®1 FMe-Rated Sheelrock I I 1 `g' Sn,6kT:VCay,o� � THE BUILDINGS AND STRUC7URE5 IN ACCORDANCE New r-_ - I I ••, ��O�a11SSS-991�r- „' y� T IN A SYSTEM THAT N'PROVIDES SA COMPLETE LOAD LT Garage Y PATH THAT MEETS THE REQUIREMENTS FOR THE _-----_ WORD i WINE 680Is-dE' b TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN GAB THROUGH 7HE LOAD-RESISTING ELEMENTS TO THE A§•, 680 FOUNDATION. BUILDINGS AND STRUCTURES -p•I-0• 5 O I ---- S C ---- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE +1 DEEMED TO COMPLY WITH THE REQUIREMENTS OF or THIS SECTION. Master Bathroom ' R301.1.1 ALTERNATE PROVISIONS � 'x ,, � -� -rT ------- AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE FOLLOWIN ® PERMIOTTEDR301.1 SUBJECT TO THE LIMITATIONS OFSTHEE �• t 4tI m x' yyaa 0 2080 THIS CODE AND THE LIMITATIONS HEREIN.WHERE a h m k N H CI. ENGINEERED DESIGN IS USED IN CONJJNCTIGN WITH DBL OVEN §I Dining Linen THESE STANDARDS,THE DESIGN SHALL COMPLY m' Room ys - WITH THE BUILDING CODE OF NEW YORK STATE Foyer DBL Laundrm g yE• Area �e S or Cl. o - 1)AW MWOOD FRAMED CONSTRUCTION MANUAL _ DOOR Area ,. R -0Sc ba HalE 2)(AISI STANDARD FOR COLD-FORMED STEEL P I STA(7C Y Ss' a> 'T� FRANING-PRESCRIPTIVE METHOD FOR ONE- 77x IS'APB HEADER I mo~ Y-dE' AND TWO FAMILY DWELLINGS(AISI-S230) N THE DESIGN AND ® R'EO 3080 _,• `V y_y� v' 3)CONSTR ICC UCTION ODARDSOLOG STRUCTURES(ICC400) ® ® CXISL 3• CX15R ® CX155L 3-CX155L 3- CX155R 3- CX155R 2668 REV; m I m I 0SM © SN m SM © _F11 Covered Porch I JID �® Bathroom'f Bedroom/Office 1 ' YPROJECT. PRESSLER T I I I I 1 Cr -71E' 6r C145L C1 55L C145 I ------- RESIDENCE 1 1 425 LAKE DRIVE SOUTHOLD, NEW YORK Arm ACCESS a, a� �• x_„r „_ I �_�� SCTM#1000-59.-5-21 71'a1i nlf ME' elf' r Ill}' �-- -� I I 55 Tor NEW FIRST FLOOR PLAN -� -s• -9E' r I FIRST FLOOR PLAN t r I "°TES` 7HC5[RAMS ARE AN BSIBIEXT 6 THE SFRWE AID ARE TIE PROERtt OF DE OM rROrES>110NAL'rK&SEA 6 ARMED IBEW.NRNGGIIISM UL IE PRO%OAHD 10 TIE FIAEST EXTENT OF THE LAI COIEIRACIDRS SHALL V46Y Ill SCALE:1/8"?1'-0 I ROD 00IOTg15 Af0 DMINSOS AND eE SOLEY REXOBBE FOR ITOD ITT THE r I i i DESCN�CPIESSGXAti1SSUlES N UMUTT FOE OHM OE TO O70I01N OR tP I I I I JINiffE3FN FEID.COIOIDaS IICNS am UPO10.7eFNTS H07 I e fQPJMLLT!°OIOIIFDCED ASFSIS"OONT`11ESE HAS IAlI _1 V7 J. C'�';��.\t....NOV,15. 2025 • PRQIECT�NO: \ Jr yG � I 03-2025 _r -IV PROYDE HURRIGNE 5 AHING / �:i 1 ^I DRA\DUN BY:I MACCOIDANI 7HE !'•�,f�%.:-:':•�_;��S.N 1 iCBD 2D10 rQSDE E�OF' jll �i,��-•iLrf:.jll� H - NEN YOPo( l(I All HEADERS AFEAA (2(Iir, O^ L STAIRWELL DETAIL ROIL AS PERM SCALE:1/E"=1'-0" IRE 2020 RfSOENTMI CODE OF \ v! NEW IN 51A1E 0 MR-DESIGN-ASSOCIATPS,uc ' I . 1XIMM-211-91 Iwo RECEIVED HLDESIGN ASSOCIATES, LLc enla.nrw a aann,.eebl m,b� rovunba n-WE MAR 2 4 2026 PO.BOX 1675 ph°ne:,631),33-M YdYid -t '�N4y. I9f' dam• dd f_N. ,yy` Soulhdd NeWYork 11y71 bfJat WW5441onlinemf IMvIp,A,..,. •IamrMDA[ ,xblet llC ZONING BOARD OF APPEALS OWNERSHIP& "^aa N dB` I lay{r I S-9j I I These drawings and specifications Including the Ideas,design and arrangements represented I I I I N DECK ADDITION EXISTi NG NE OF DECK UNE OF NEW DECK ADDITION -__-__- theree,,are the property of KEHL DESIGN ASSOCIATES,LLC.No part thereof shall be copied,disUosed to others or used in connecllon I I I with any work or project other than for which they have been prepared without written consent. C COPYRIGHT 2024 KEHL DESIGN ASSODAIES,LLC.ALL FLOOR ' EXISTING LNE OF DECK Deck I N D CK An I N o �Y�T EIEVARM MA oT BC1�RN�Wfl� 11 , NEff AnBmoN , 1 I VRTIEN AURiGtlZA1ION ALL PLANS AND DESIGNS ARE THE T '� �• .-. . _ o SOLE PROPERTY OF KEHL DESIGN ASSOCIATES,LLC.THE RIGHT NEW GARAGE ADDITXIN HOUSE ADOITIO I I TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED I I I 1 3 DrLUMY TO THE&gYER NTH Will PROOF OF PURCHASE. SECURITY ' SE LIGHTSCURITY ' 1 1 GItrs � � ucHTs � 1 c 1 '2'. c o 12oa- 6 RI L Acceptance of these drawings does does notauthorizethe right to bind without k mthorintion of local gomirg ogenaes,such as SuffoU County Dept.of Health Serrices,Tom Buidng Deportmmts,DEC,FEYq etc Verify d1 conditions,codes, 4 4 I 3 3 2 and reguirrments vith suds agencies prior to construction. N-GLO HsL- GFl,H, SET R lNJ 1 I O O WORK NOTES: 11A_I —r ®1 R301 DESIGN CRITERIA AS PER THE Af'Lt NEW Y A TAT OD OF N liyeyor I o Master Bedroom N I > El R301.1 APPLICATION BUILDINGS AND STRUCTURES, 1 s I I AND PARTS THEREOF SHALL BE CONSTRUCTED TO z I I Living Co > SAFELY SUPPORT ALL LOADS,INCLUDING DEAD 7 or LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS, 1 - y Kitchen I Room Y El SNOW LOADS,VAND LOADS AND SEISMIC LOADS AS O O O I� PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF I I I i THE BUILDINGS AND STRUCTURES IN ACCORDANCE - - I I � a T WITH THE PROVISIONS OF THIS CODE SHALL RESULT Ne r- I / Zr IN A SYSTEM THAT PROVIDES A COMPLETE LOAD § Gar ge o -CRO NNE 0 4 Y PATH TRANSFER TOFES THE RECAAREMENTS FOR THE OTADS FROM THEIR POINT OF ORIGIN THROUGH ENTS FOUNDATION.EBUILDINGS ANDNSTRUCTURES TO THE UCONSTR Door Door I 3 I BY THIS CODE ARE DEEEM DUCTED TO COMPLY WRAS PREIBED THE REQUIREMENTS OF O O I > THIS SECTION. FLLOR I Ug is '�` ®1 1- R301.1.1 ALTERNATE PROVISIONS $ 4 Master Bathroom ___—___ xAS AN SS ALTERNATIVE TO THE 2 SECTION R3011 THEFOLLOWINo STANDARDS ARE m g PERMITTED SUBJECT TO THE LIMITATIONS OF THE wH THIS CODE AND THE UMITATIONS HEREIN.WHERE §. I "� Cl. ENGINEERED DESIGN IS USED IN CONJUNCTION WITH N ro I �i Dining Linen at Pump it Disconnect THESE STANDARDS,THE DESIGN SHALL COMPLY oOVE Room WITH THE BUILDING CODE OF NEW YORK STATE O O O I� 0 Laundry Foyer e « Cl. o H�l Pump 12 Disconnect 1)AWC WOOD FRAMED CONSTRUCTION MANUAL - WFCM FOR Area + 11 Are Hall B6 H t Pum 3 Disconnect �' 2)(AI51 STANDARD FOR COLD-PORNO STEEL PA I w/o SI�RByCo P Y FRAMING-PRESCRIPTIVE METHOD FOR ONE- 4 STACK '3 3 3 DAATylor _ AND TWO FAMILY DWELLINGS(AISI-S230) g0 ON.GARAGE DR. 9080 CH.GARAGE DR SHELF ® 3)ICC STANDARDS ON THE DESIGN AND 3060 CONSTRUCTION OF LOG STRUCTURES(ICC400) SECURITY C%15L FI C%15 CX155L 3•CXI55L 3• C%155R 3• CXI55R Fl 2666 LIGHTS m ®2 m SM © SN ® SN © REV: Covered Porch I ---- 1 5G I I I \LIcCSTM r B Too Bedroom Office N PRESSLER 1I "l I It•- 1, C SECURITY CI® GI® ------- - RESIDENCE ' LIGHTSr-c�-1aI� 1 a-or, 1 Ir�r; 1 �-vr � � r� I '- 425 LAKE DRIVE I 3r-v; ur e5 �t'us SOUTHOLD, NEW YORK 04 n->rs SCTM#1000-59.-5-2 DRAWING TITLE-. NEW FIRST FLOOR REFLECTIVE CEILING PLAN NOTES: WA RAMS ARE AN IBT121IXT OF THE SERYI E AND ARE TIE PO RTY OF TIE DESIGN FRO 010101 MILff SAL 6 MW ITl M 1FWA M 111E BE PROSLgHD'fl N .. fi TIE UL cola GTof6 SHALL 11AF1'ALL Fpta ODD XNs A O'DND 90 6 NID RE99ME FOR FELD ITT.X DESON ROTIESSOIIAL ASM&S k1ARWYOR 0e1906 DIE TO UNION1 OR OXffrESFITFEID COtDI11DS`AIO,'dA?EUIKII5lM9D UPoI 0.111ENTS NOT `FOgIAILY-AAR 11""D 1SIF19,TO 11E£q� * WALL MOUNTED LIGHT OUTLET 110V OUTLET C /, 1 p. t� ,•A-,-\, HANGING LIGHT OUTLET Ain 110V OUTLET FOR NDATE:->.``\ N \:'�' L'T�•TIOV 13 2025 SURFACE MOUNTED CEILING 110V OUTLET GFl PROTECTED IT r'�l` a': PJ20JECT N0: FIRST FLOOR REFLECTIVE CEILING PLAN ° LIGHTFl ( I ,12D� • 4"RECESSED LIGHTS `NREF 110V OUTLET REFRIGERATOR PROWE MIPRICANES � �'/LFI DRAW BY: 12025 SCALE:1/e"=1'-0" Q 110V OUTLET STOVE w LED SECURITY LIGHTS STOVE NEM IT1Po(ST - _ rv_f SUPPLY AIR ,_ FROM HVAC UNIT IN FLOOR All HFADERS AIE i0 N SUPPLY AIR (1)17I 91f'lN.' •'•�r " 1 /A .��,"1�1 O I'� FROM HVAC UNIT IN CEILING 0 \ 'r'" / ` :/ \ 3 e SUPPLY AIR NOTE PR04DE DRE BI✓FAAS \�.L 41 C I'OV FROM HVAC UNIT IN WALL `-'I"1� AS PER �— NUMBER: OF ® RETURN AIR TO HVAC UNIT DE qOp RETURN IN CEILING RE NE9DFNRPI LODE 0 TURN AIR TO HVAC UNIT NDN YRM STATE O}ORIGDESIGN-ASSODA7IS,uc T ----------- tar o-19r--------—— CX15R CX15R CX15L *KEHL DESIGN ASSOCIATES, LLC I C1. PO.Box 1675 phone:(631)433-90M RECEIVED Southold NwTo(k 11911 &Mak iabn0g.plorinenet Bedroom 4 BEDROOM I _j K;hl LL 0�f K A­�4.1 L r ­p "=� OWNERSHIP USE OF DOCUMENTS: + WALL MOUNTED LIGHT OUTLET11OV OUTLET IN�! 6 'dr*"9'and '­"I�q the HANGING LIGHT OUTLET o"a.d�11� I I MAR 2 4 2026 T'1h in if OT, 110V OUTLET FOR TV I OatLpfar 2680 680 SURFACE MOUNTED CEILING 2680 2680 cooled,d lsdoaed to oNers or used In connection LIGHT OR 6'RECESSED LIGHTS (06 110V OUTLET GR PROTECTED with my work or Project other than for which - they have been prepared without written consent. 0 0 4"RECESSED LIGHTS *EF 110V OUTLET REFRIGERATOR 5 ZONING BOARD OF APPEALS D LED SECURITY LIGHTS 110V OUTLET STOVE BATH Bathroom He OS To VE (g)COPYRIGHT 2024 KOHL DESIGN ASSOCIATES,11C.ALL FLOOR M SUPPLY AIR F T 'ticPLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL FROM HVAC UNIT IN FLOOR Access COPYR*IT LAW.PLANS WAY NOT BE REPRODUCED WIHOUT WRITTEN AU1HORfZAT1ON.ALL PLANS AND DESIGNS ARE THE N SUPPLY AIR FROM HVAC UNIT IN CEILING 4 0 a C SOLE PROPERTY Of KER DESIGN ASSOCIATES,LUG THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE R"IS LICENSED C-Hall oSUPPLY AIR I 5 a& EXCLUSPaY TO THE WYER,WTH WTIEN PROOF OF PURCHASE FROM HVAC UNIT IN WALL RETURN AIR TO HVAC UNIT HALL 268 IN CEILING I 2680 IN Acceptance of these drawings does not authorize the rot to WALL AIR TO VAC UNIT Z Bedroom - hold without the authorization of beat governing agencies,such S o6Ft C I BEDROOM or as SufloN County Dept of Health Servioes,Ton Building gCI I DeportrnenL%DEI�TEMA,etc. Verily of conditions,codes, and requirenrents with 9A ogendes Prix to construction. AtL 1Z 5 5 0 0 11111111 WORK NOTES: JL— CX15L " cl' J, CX15R R THE CX15L 3- CX15L j-CXISR Ej SM WP SM E9 SM SM NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS.INCLUDING DEAD LOADS LIVE LOADS.ROOF LOADS.FLOOD LOADS, SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED By THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT SECOND FLOOR PLAN SECOND FLOOR REFLECTIVE CEILING PLAN IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE SCALE:1/8" 1'.0" FOUNDATION.BUILDINGS AND STRUCTURES SCALE:119-T-O" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITHTHE REQUIREMENTS OF FIRST FLOOR THIS SECTION. —0" TO MATCH DOORS) R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN ANDERSEN WINDOW AND DOOR SCHEDULE ROUGH OPENINGS (SET @ 8' SECTION R301.1 THE FOLLOWING STANDARDS ARE VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH I MIN.ROUGH OPENINGS WxH SCREENS REMARKS ENGINEERED USED IN CONJUNCTION WITH 11 400 CASEMENT FIRST FLOOR CXI SL 2-7 x 4-" 2'-8'x 5'-0 WHITE _INSTALLED W1 3*SUPPORT MULLION.VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 400 CASEMENT FIRST FLOOR CX15R 2'-7'x 4�-Il 2*-B'x 5'-0 WHITE INSTALLED W1 3-SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING WITH THE BUILDING CODE OF NEW YORK STATE 3 400 CASEMENT FIRST FLOOR CX15L_ 2'-7'x 4'-11 2'-8"x 5'-0 WHITE INSTALLED W1 3-SUPPORT MULUON,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1)AWC WOOD FRAMED CONSTRUCTION MANUAL 4 400 CASEMENT FIRST FLOOR CX15L 2'-7'x 4'-11 2'-Wx V-0 WHITE INSTALLED W/3-SUPPORT MUWON,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING (WFCM) 5 400 CASEMENT FIRST FLOOR CX15R 2*-7'.4�-11 2'-B'x 5'-0 WHITE INSTALLED W/3-SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 2)AISI STANDARD FOR COLD-FORMED STEEL 400 CASEMENT FIRST FLOOR CX15R 2'-7"x 4'-11 2*-B'x 5'-0 WHITE INSTALLED W/3'SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING FRAMING-PRESCRIPTIVE METHOD FOR ONE- 7 400 CASEMENT FIRST FLOOR C145L 2'-5 4-4 2'-0 x 4-4 WHITE VERIFY ALL GRILLE.HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING AND TWO FAMILY DWELLINGS(AISI-S230) 8 400 CASEMENT FIRST FLOOR C145L 2;E2 4'-4 2'-EO ,4 E! WHITE VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 400 CASEMENT FIRST FLOOR C145R 2 0 x 4- 2; 0, ;4; WHITE VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 3)ICC STANDARDS ON THE DESIGN AND t. CONSTRUCTION OF LOG STRUCTURES(ICC400) 1 400 CASEMENT FIRST FLOOR CX15L 2'-7'x 4�-Ii 2-8 x 5'-0 WHITE VERIFY ALL GRILLE HARDWARE AND OTHER OPTIONS WITH OWNER T ORDERING Ro A.5 0 400 AWNING FIRST FLOOR A21v 2*-O 2-0 2-0 x 2'-0 WHITE INSTALLED SUPPORTL'RIILE, THEIR OPTIONS WITH OWNER PRIOR TO ORDERING REV: MITE Z GRILLE. WWN 0 -SUPPORT ERN 400 AWNING A21v 2'-0 2'-0 2 0 x 2'- INSTALLED W/3 T MULLION I ALLHARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 400 AWNING FIRST FLOOR A21v 2'-0-x 2'-0 2 x_2'-O WHITE INSTALLED W/3'SUPPORT MULLION VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 400 AWNING FIRST FLOOR A21v 2'-0'x 2'-0 2'-0 .2'-0 WHITE INSTALLED )N VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 3;SUPPORT MU UL 400 AWNING FIRST FLOOR A21v 2'-6�x—2-0— 2'-0 x 2'-0 WHITE INSTALLED 2./'S SUPPORT MLUUJON,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 400 CASEMENT FIRST FLOOR CX15L ZZ:-2-x 4'_-11 2 8 x 5-01— WHITE VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 400 AWNING FIRST FLOOR AX281 VentIng 2*-7*x 2'-7 WHITE VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PROJECr. PRESSLER FIRST FLOOR EXTERIOR DOORS RESIDENCE VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING DOOR NUMBER MANF. DOOR SERIES MODEL DOOR LOCATION DOOR UNIT UNIT DIMENSIONS WxH ROUGH OPENINGS WxH COLOR REMARKS 425 LAKE DRIVE go CLOPAY T.B.D. T.B.D. FIRST FLOOR 9 80 DR. 9'-0'.Eia-oa 9'-3"x 8-2' T.B.D. VERIFY ALL GRILLE.HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING CLOPAY T.B.D. T.B.D. FIRST FLOOR 9050 DR. 9'-O'x 8'-0' 9' 3"x 8-2' T.B.D. 1111 ALL 2Rjjffj U�A221'Aff L12 OTHER OPTIONS�M OWNER PRIOR TO ORDERING SOUTHOLD, NEW YORK i 'E HARDWARE AND g THERWA TRU T.S.D. T.B.D. FIRST FLOOR 3080 DR. 3-1 x 81-2 3'-2f'x W-2f T.B.D. VERIFY ALL ER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG60BOR 5'-lli'x 7'-114' 6­ x 8'-0" WHITE VERIFY ALL GRILLE.HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG60BOR 5'-111"x 6'-0'x 8'-0" WHITE VERIFY ALL GRILLE.HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SCTM#1000-59.-5-21 ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG12080 ll'-9"x iHNF _VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG6080L 5'-11"x 7 WHITE VERIFY ALL GRILLE.HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING DRAWING TITLE-- CLOPAY T.B.D. T.B.D. FIRST FLOOR 8080 DR. . 8.-O"x 8 8'-3;*.8'-2* T.S.D. VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING NEW SECOND FLOOR PLAN NOTES: MW OF IRE SM Alt ARE TIE PFORTY OF TIE UM . TIDD K".WMIENTS IILL BE PROSEdITED T01I1E, DOE fl�ff'xux owwrots SHALL VM ALL SECOND FLOOR W-4 Dona '�six'�BE�3=.111.FELI 1.TwR11.E DE X_ W .0 FW' ANDOR)MM ONOTS NOT AS FMW IBM R!*-. ANDERSEN WINDOW AND DOOR SCHEDULE ROUGH OPENINGS (SET @ 8'-0" TO MATCH DOORS) 1. m�,_' .1 SEAL'.',� DATE. WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN.ROUGH OPENINGS WxH SCREENS REM ARKS 18 400 CASEMENT SECOND FLOOR CX15L 2'-7'x 4'-11 2'-B'.5*-0 WHITE VERIFY ALL GRILLE.HARDWARE AND OTHER OPTIONS VA OWNER PRIOR TO ORDERING PROJEC),NO t!S- 400 CASEMENT SECOND FLOOR CX15L 2'-7 4'-I1 2'-8'.5'-0 WHITE :U§TFA �Y' SSVP�E'.gFT MULUON.VERIFY ALL GREX HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 2'-B'x V-0 WHITE AMP SUPPORT F2� 400 CASEMENT SECOND FLOOR CX15R 2'-7'x W-11 ORT MULLION VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING #21 400 CASEMENT SECOND FLOOR CX15L 2'-7*x 4'-11 2'-B'x 5'-0 WHITE INSTALLED W1 3-SUPPORT MULLION,VERIFY ALL NO OTHER OPTIONS WITH OWNER PRIOR TO ORDERING E HARDWARE AND "W"3* "Y" 22 400 CASEMENT SECOND FLOOR CX15R 2'-7'x 4'-11 2'-8x 5'-0 WHITE INSTALLED SUPPORT MULLION,VERIFY ALL GRILLE HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING Rm T 0 W 2D20 RISDINTRL CCDE 73 400 CASEMENT SECOND FLOOR CX15R 2'-7'x 4'-11 2'-B'.5'-0 WHITE INSTALLED�il 21;SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR 70 ORDERING JI24 400 AWNING SECOND FLOOR A21v 2'-0'x 2'-0 2-0 x 2'-C WHITE INSTALLED W1 3-SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING NEW YGRX STALE 400 AWNING SECOND FLOOR A21v 2'-0'x 2-0 2'-0"x 2'-C WHITE INSTALLED W/3"SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SH5ET,NUMBER: r2_1 2 SECOND FLOOR 1 A ly 2'-0-x 2'-C WHITE I �11 VERIFY ALL 111,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ALL HEADERS ARE 70-c;_4 Zg ' 0 v 2 VERIFY ALL GRILLE,HARDWARE WITH OWNER PRIOR TO ORDERING 1 (2)1yx gr EYE,127 G SECOND FLOOR �2O x 2;��O WHITE <'� 'IAI 4T An 2'-C".2'-0 _aA_ 5: AND OTHER OP TIONS I DT 128 AWNING _OF x -SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ";�wa_o�_ 400 A bLL;UNL)FLOOR I A21v x 2�-. WHITE INSTALLED W/3 0 R 1 29 AWNING SECOND FLOOR A2 v 2'-Oi-x 2-0 WHITE INSTALLED W/3"SUPPORT MULLJON VERIFY ALL GRILLE HARDWARE AND OTHER OP OWNER PRIOR TO ORDERING -104 400 WN I G SECOND 0 1 OPTIONS WITH 3U 400 AWNING No FLOOR A21, WHITE INSTALLED W/3"SUPPORT MULLION,VERIFY ALL GRILLE,HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING F� nom-E.: OF 0 UHL-DESIGN-ASSOCIATES,uc =- —E- rt, KEHL DESIGN ASSOCIATES, itc ..nee�nm a�wnmweum.bn.cuw a PO.Box 1675 Ne plane:1631)433-9084 9oplonlreml Soulhold.NewYak11911 CJMt abn65dBopladreAlel RECEIVED OWNERSHIPN . These drawings and speciRcatlons Including the Ideas,design and arrangements represented the en,are We prope ly of KEHL DESIGN MAR 2 4 20^^L�hJ copied. LLC.No part thereof shall be ied,disclosed to others or used In connection with any work or project other than for which they have been prepared without written consent. ZONING BOARD OF APPEALS ©COPMGHT 2024 KEHL DESIGN ASSOCIATES,I.I.C.ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL DECK DECK DECK DECK COPYRIGHT LAW.PLANS MAY NOT BE REPRODUCED MAHOUT WRITTEN AUTHOIWIIOFL ALL PLANS AND DESIGNS ARE THE SOLE BUILD ON tt N STRUCTURE DESIGN ASSIN THESE LLC.THE PLIGHT TO BIND OtdT ONE STRUCTURE:FR011 THESE PLANS 6 lKE1TSE0 EXCLUSIVELY TO THE BUYER,YWTH MTTEN PROOF OF PURCHASE Acceptance of these drmngs does not aphorize the rot to _LOWER FASCIA ___ __ LOWER FASCIA __ LOWER FASCIA_________ LOWER FASCIA LOWER FASCIA AND UPPER RAKE LINE build without the outhorizatial of local gaming agencies,Such LINE OF WALL LINE OF WALL LINE OF WALL LINE OF WALL LINE OF WALL LINE OF WALL as$uffo0 County Dept of Health Sarices,Tom Buidmg rOIOSlt7rOS1ZTI0 O1 _7Z_7_ IZT1ZT11ZT1U17J1lLTllT1lUlLT1LZllLT1ZT11ZT17Tl1ZT1ZT 1ZTrorL7llO llLTrorLZT DWa tmenL%DEG MIA.etc Verify all co dlUms,codes, I[3 I i r1 I cai and requirwats with such opIcies prior to constructim ar a '�fJ I h O I� I 3lj of YI I u. WORK NOTES: �I t✓y�,I�= I j 2000 RESIIDNA NT ITERIAO AS OPFR THE oI zr/ LLI � I do jV I� � ��V1" I )"'W I a NEW YORK STATE �I I o /�T d gaI I ,�T,p I ,1 R301.1 APPLICATION BUILDINGS AND STRUCTURES, SAFELY SUPPORT ALL LOADS,INCLUDING DEAD XYJ AND PARTS THEREOF SHALL BE CONSTRUCTED TD ,N LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS, 3TJ �I oI YI Ij \ I / I SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY CODE.THE THE BUILDINGS ANDS STRUCTURESCINNSTRU ACCORDANCE ow I F✓-J WITH THE PROVISIONS OF THIS CODE SHALL RESULT h h ..1 9 I -k —aI x IN A SYSTEM THAT PROVIDES A COMPLETE LOAD LI PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN FOUNDATION. AND _Y, 7 THROUGH THE LOAD—RESISTING ELEMENTS 70 THE �zj I a CONSTRUCTED AS NGS PIRESCRI ED BYUCTURES THIS CODE ARE ---fff��• DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. al I / j j3 RIDGE RIDGE------ -- -- _ I -__ _- R301.1.1 ALTERNATE PROVISIONS \ I y'] - AS AN ALTERNATIVE TO THE REQUIREMENTS IN V%F SECTION R301.1 THE FOLLOWING STANDARDS ARE �,1 I aF�T I \ �j �' `` I PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY uTI a I ? I j < 3 I 9 O� I NTH THE BUILDING CODE OF NEW YORK STATE yfJ 4 h,I ,r%�"' a 1)(AWC WFCMj00D FRAMED CONSTRUCTION MANUAL ram! oI zI � � Gfj �iI V;J I= 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS(AISI-S230) .Ly0T 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) TlT/TT/T11�1I11ZTIlIlOF WALL lTfl IJ—ZtlIT112/J7Tf1TJ ZTf1Il1ZTJ7Il1L—ZTfIT11TllZIl1TJ17 lo YJ I j LINE OF WALL LINE OF WALL NE OF WALL t LINE OF WALL LWE OF WALL I r I Y.,j I REV' GARAGE DOOR FASCIA GARAGE DOOR FASCIA al I I a 4�k I3� wI �c, ?!j &1 i I PROJECT: LpJ PRESSLER FIRST FLOOR PORCH FASCIA FlRST FLOOR-PORCH LINE OFr WALL rrizr�zrizzOF WALL RESIDENCE UPPER RAKE LINE 425 LAKE DRIVE SOUTHOLD, NEW YORK ROOF C PLAN n A� SCTM#1000-59.-5-21 r r /"�1 V wITITLE- SCALE:Iff=1'-0" EXISTING ROOF PLAN NOTES: THEY PLANS ARE AN 16TUM OF Of SORYd AID ARE TIE PROERTY 6 THE DESIGN WESSIONAL WIESE SEAL B ArM Hl".IDTdfl61QITS YEL BE PROSECUTED TO THE FLIIEST DIENT 6 If LAt CWTUTORS SHALL WRY ALL ROD mnraa-AIDroAfEM9a6.A1m9E sxtY NL9 ME FOR rE1n ITT.uE DESO PA�(IEA`gNA4ASSLkES NO�UfBUlY;P0 ON SIGNS DOE 10 MOIR OR ♦ WALL MOUNTED LIGHT OUTLET t 110V OUTLET yXRIESBII fE1D Cp1AND5 AID OR AipTENS DAtiFTO 1P01 MOTS NOT (t)TV ��L FORhULL;ROWONIDtm AS SEVtSIQI fO IIESE-FORS\ ® HANGING LIGHT OUTLET '1rN 110V OUTLET FOR N /I,;t \V �, �.�_Yiy DATE:.-'} IFTV �N' _ OVrTS\2025 SURFACE MOUNTED CEILING (� N0: __ ❑� LIGHT (hFI 110V OUTLET GFI PROTECTED / \ r \a,'I 7 -�/\ �b 4'RECESSED LIGHTSEF 110V OUTLET REFRIGERATOR f 1'�i?� r�"It,1 DRAWN gY;OJ-2 25 iRONOE WMENES LED SECURITY LIGHTS E OUTLET STOVE N AGCONAN6 N➢i R 1 �...� I ` STOVE 2 20 SESDDHIAL DUDE ( �� --— NE'1 YOM STATE i ALL NE is, y j:jlrx anNa .' 5 NOTE:PROVDE FEW INFNfS AS PERV D z RCSIDEN➢AL CODE 6 HEY YHA(STATE O K©IIrDPSTGN-ASSOCIATIB,or r� KEHL DESIGN ASSOCIATES, Tic PROvDE HIWRCANE SIRAPPNIG IN ADC6ROANCE WIN THE P0.Box 1676 hone: LU 631 -WISI 2020 RBIDENTOL ME OF P K1t raW STATE SoNFuld.NewYak 11911 [-Fkd uhn6SO.plonEme.nel ALL HEADERS IRE TO R r.ND• A­.,.uCff�DA LAC (2)IY.X W LR UNfSS __-,...._....._..-.,�- _.. ,_.,._...-._ ODERMSE NOTED These drawings and speciNcatlons including the N'OID 111010E RR B1116 Ideas.design and arrangements represented AS PEA therein,are the property of KEHL DESIGN THE 2020 ASSOCIATES,LLC.No port thereof shill be RMENIUL CODE Of copied,disclosed to others or used In connection NEVI YOB(sIAIE with any work or project other than for which they have been prepared without written consent. ©COPYRIGHT 2024 KEHL DESIGN ASSOCIATES,I.I.C.ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYTOEAT LAW.PLANS MAY NOT BE REPRODUCED YAIHOUT WrdTIEN AUTHORZATION ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES,U.C.THE RIGHT s� TO BULD ONLY ONE STRUCTURE FROM➢1ESE PLANS IS LICENSED ie EXLUMY TO THE BUYER,MEN WITEN PROOF OF PURCHASE 4 Acceptance of these trawngs does not etherize the right to build without the authorization of lad goverrilg agencies,such as Suffolk County Dept.of Health Scvioes,Tom III InI�I� DgluUnents,DEC,FELIA,etc Verify all cmdEWns,codes, L D and requFemmts with wil agencies prior to construction.Nut USTAN[�ROURED _ -_______ ______ -p' WORK NOTES: _Id(. R301 DESIGN CRITERIA AS PER THE ACTUAL DISTANCE ID LOT LINE 2020 RESIDENTIAL CODES OF f-78' NEW YORK STATE ACTUAL DISTANCE TO LOT LINE R301.1 APPLJCATON BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS.LIVE LOADS,ROOF LOADS.FLOOD LOADS, SNOW LOADS,HIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT WEST ELEVATION IN SYSTEM THAT PROVIDES E COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDNGS AND STRUCTURES SCALE:119"=1'-0" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE RECEIVEDDEEMED TO CONPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOH1NG STANDARDS ARE MAR 2 4 2026 PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE ZONING BOARD OF APPEALS )A WesWOOD FRAMED CONSTRUCTION MANUAL 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS(AISI-S230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) REV. 11 PRESSLER RESIDENCE 425 LAKE DRIVE SOUTHOLD, NEW YORK S 1000-59.-5-21 DRAWING TITLLE:E: ELEVATIONS AS NOTED INK DISTANCE REOIIRFD -3p6' W C E ia1 USTANIF fEONED ACTUAL DISTANCE TO LOT LINE ' I I eyK NOTES: ACTUAL DISTANCE f0 LOT LINE 7HfSE FIANS ARE AN ISTRMNf OF THE SERVICE AND AR THE Pb7fERTY R RE OESDi RNiEADI1AL*KSE SEAL B AFM HERETO.IiW[AE71151ILL R r MOSECUTID TO THE FUIFST UfENt OF H LAW.CCNIR7DfOR5 SNAIL Ni4Y ALL ROD au10 016 AND BE SW RFSPU86E FOR I=Try.DE DE40t. Aa711ES1 A ry FOR MEM DLE TO LWOIOIN OR --'UI6EfESC01 FBD;mlBIOORS/16 OR'FDD,ITIOKS EASED UPON OUENTS NOT FOgLULT lO010WDICED IS RY6ON rU'11E5f4RN6. SEAL'/" cf�:+ `� �'-NO 15.2025 EAST ELEVATION WfL BY: ZVSCALE:I19"=1'-0" P. _ - - NI. - M : /ti w <'71 1-3 ©KeHL•mslGNassoaAlPs,a< I (1 KEHL DESIGN ASSOCIATES, LLc ,e,itlenKN 6 camnvcbl dnlan•eo,uveYp RECEIVED P0.Box 1615 phone:(631)433-9084 SoulloK NewYorE 11971 E-Mat sshnWauplmGenel MAR 2 4 2026 0 CeNDeJa Aue lei LLC�Iam yDACA„o Me LLC _ _ _. _._.. ..-.A MI N : These drawings and spaclHcotians Including the Ideas,design and arrangements represented A��r p 1 S° therein,are the properly of KEHL DE913N BOARD OF G/1L. ASSOCIATES,LLC.No port thereof shot ba ZONING B copied,disclosed to others or used In connectlon with any work or protect other than for which they have been prepared without written consent. ❑ ❑ ❑ ❑ ❑ ❑ ❑ © S DESIGNASSOATES,LLC.All FLOOR PLANS AND ELEVATOR ARE PROIED UNDER FEDERAL I N11 1 1 COPYRIMT LAW.BANS WAY NOT BE REPRODUCED"OUT WOTIEN AUTHORIZADON.ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DES(If ASSOCIATES,L1L.THE MIT TO BUD ONLY ONE STRUCTURE FROM THESE PLANS IS UCENSED EXCLUSIVELY TO THE BUYER WTH VATIEN PROOF OF PURCHASE 111111111111 Acceptance of these drawings does not authorize the(of to build without the authorization of food governing ogencim such as Suffolk County Dept of Health Serrioes,Ton Buidig DepatmmtS DEG FEWA,etc Verify of conditions,codes, and requirements with sick agencies prior to construction. WORK NOTES: YQgr WORK D I N RIT RIA AS PER TH HN.of IEOURED 2020 RESIDENTIA OD OE ACTUAL DSTANCE 10 FRONT LOT U+E NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS LLVE LOADS,ROOF LOADS,FLOOD LOADS, SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE NTH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROMOES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE NORTH E L E VAT I O N FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF SCALE:1/8"=11-0" THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCDON WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2)AST STANDARD FOR COLD—FORMED STEEL FRAMING—PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS(AISI—S230) 3)CCSTANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) REV: PRESSLER RESIDENCE 425 LAKE DRIVE SOUTHOLD, NEW YORK SCTM#1000-59.-5-21 DRAWING TITLE: ELEVATIONS ❑ ❑ ❑ AS NOTED NOTES: NN DISTANcf REDIRED IVIES RAMS ARE AN ISMIM OF IIE SERVICE AM ARE TIE PROPERTY OF HE DESIGN PROFLS9l1NAL THOSE SAL S AITID HERETO.1fiB✓CDmi1S ILL BE 1T PROSECUTED TO III RllbT DIM OF THE TAX CONTRACTORSSIULL YNY ALL ACTUAL DISTANCE 10 FR;T LOT LNE HELD OOMBN AM DINDIM AND EE SOILY f2SI'MM FOR FED HT.ITE DF9CN PRaFESOX-ASRIMI Nth IIAMM FOR aft3aS DUE TO 107a101N OR f0ESD1 FM COOIDO6�A'D�OR,•AEOIDNS BASED UPON CCA 0S NOT FORNAULY AONOLY=AS FETt9OJ TO RATE -'q- // SEAL: ACTUAL INSTANCE TO FRONT LOT LINE N r ` T J• "L•''�\ �V 15 2025 / -�,l "A`' �r� C•�) PROJECT``Nth: J` -v\ mil-1Z03-2025 / Kai ,�:�•: DRAWN'EiT': PROAO R.ARICANPr51NAPA^INC (( � 16.E 1 N ACCORDAA�FFWm THE t1:;�(' ? r.`�7�.- ES 13 SOUTH ELEVATION �„ NITER: AIIIEA ,�-d - . SCALE:1/9"=11-0" NUMBER: OF (71Q ! r``1 ' IETI TOWk STATE 0 K60.•DPSIET7•MCIATE5 uc RIDGE VENT HURRICANE STRAPPING 1}'x1B'LVL BEAM ARCHITECTURAL GRADE �1;"z11�'RIDGE ROOF SHINGLE r�U` 30#Felt d'CDX EXT.ROOF SHEATHIN —� /C{{�� �+ Y RIDGE VENT ��VyEI� ® IG;HLDESIGN ASSOCIATES, fLc 2.10 RAFTERS 16'oc. r y CDX HURRICANE STRAPPING 12'FLYRAFVS CONSIRUCIED 1}'x9}'LVL BEAM .�, ROOF SHINGLE GRADE 1}"x11b"RIDGEPO.Box Or 2Y6 WITH Eea AU ON ScultoldBNewYak 11991 E-Md ssbrMS49 pt Ine.rref �gCE PEAR 2 4 2026 HURRICANE STRAPPING 2X8 16'oc.CEILING BEAMS' 2X4 ON FLAT 16'oe. 30#Felt �'COX EXT.ROOF SHEATHING .n1o"vlpn A„a6i.t uc.,�en,.oxKw�m..uc 2x10 RAFTERS 16"oc. OWNERSHIP&USE OF DO 8"FASCIA _ 12"VENTED SOFFIT(SEE DETAIL) I SECOND FLOOR �� �•�% I ZONING BOARD OF APPEALS Ideas,drawings and arrangements Including riled t WINDOWS TO Hall CIL These drawings and specifications including the DOUBLE 2x6 PLATE ys BE SET A7 ]"CDX EXT.SHEATHING I therein,an the rt of Keof DESIGN grope y ASSOCIATES,LLC.No port thereof shall be R-21 N9-UIKN i 8'-0' 2z10 FALSE RAFTERS copied,disclosed to others or used In connection 2x6-16'oc WALL STUDS BEAM'A'SEE DETAIL I 16'oc V,-0,1 I they have work or project without writtenorcnsnt. B which COX SHEATHIN I 7' I I R-211191LATION BEAM'A'DETAIL : ine have been BLUESKIN HOUSEWRAP +�r I }'x 8"HARDI-PLANK (6-EXP) ', 2x6 RAFTERS 16'oc. ADVANIECB SUBROm I I HURRICANE STRAPPING I ©CCPTRICHT 2024 KEHL DESIGN ASSOCIATES,U.C.All FLOOR 2x6 PLATE ,� PLANS AND BL VATIONS ARE PROTECTED UNDER FEDERAL Ir RIMBOARD 11'ALLMST 25 SERIES 16'oc. 8'FASCIA �c I y� / C(WiR(NT LAN.PlAf15 NAY NOT BE REFROINIGD YdifiOUT 8. FASCIA WRITTEN AUTHORZATION.ALL PLANS AND GNS ARE HURRICANE STRAPPING _ _RO_& R_�wy TpN SOLE PROPERTY OF KEH_DESIGN ASSOCIATES U.C.THE RIGHT HE�j24-VENTED SOFFIT(SEE DETAIL) �'� x 18� MFAOBt - AZEK WRAPPED POST Y-51j -61f' DOUBLE 2x6 PLATE 4�01 -- - iNvunm To BURR Y T ONE STRUCTURE M THESE PIANO 6UGNSED 6x6 ACO POsr Laundry EI(CLUSIVELY TO THE BUYER,NTH Y(dTIDJ PROOF OF RAt01A5E Garage R-21 INSULAIDN DOUBLE 2x6 PLATE 2x6-16'a WALL SNDS ysb 2x6-16 'oc WALL sTuos Area � Kitchen r COX SHEATHING r COX SHEATHING FIRST FLOOR FIRST FLOOR Acceptance of these drawings does not authorize the right to 'tea ALL WALLS AND NG WINDOWS TO WNDOWS TO FIRE BLOCKING ARE TO BE COVER D WITH BLUESKIN HOUSEWRAP BE SET AT BE SET AT build without the authorization of toed gomnN ogendes,such BLUESKIN HOUSEWRAP r TYPE'X"FIRE TED }"x 8'HARDI-PLANK (6 ) B'-0" g•_O• as Suffdk Canty Dept of Health Services,Tom @ddng x 8'HARDI-PLANK 6 EXP) SHEE7ROCK 9}'ALL IST 25 SERIES DrpatrDanl$DEC,FE4q etc. Verily ON Candltl0fb,COS, }* (� ) Is'— and requirerrlants with Such agencies prior to WristNttior. R-21 NSAATKN HURRICANE STRAPPING ("AOVAIDETN SuRFIDTR 2x6 PLATE HURRICANE STRAPPING WORK NOTES: (2)2x6 AGO PLATES \ (2)1 x9'LVL GIRDER �r 18'ka. dU 3Ya )'x 18 MO.Bdts 3Yoc — DESIGN CRITERIA AS PER THE ('.18'Mdu Bdb 2'.a 202 2020 RESIDENTIAL CODES OF NEW YORK STATE SEE GARAGE FOUNDATION SEE FOUNDATION - SEE FOUNDATION DETAIL AIOI SEE FOUNDATION - R301.1 APPLICATION BUILDINGS AND STRUCTURES, DETAIL B701 DETAIL 8101 PR11 ACCO DANME STRAPRNG AND PARTS THEREOF SHALL BE CONSTRUCTED TO DETAIL 81D7 3�"STEEL COLUMN MACE WIDI 202D RESIDENML CODE OF SAFELY SUPPORT ALL LOADS,INCLUDING DEAD -H•-�-1 NEVI YORK STATE SNOW S LIVE LO SLOADS.ROOF LOADS.VAND LOADS AND SEISMIC ICOLOADSSAS 1'-8'x 8"CONC.FTC. PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF W/(4)#4 REBAR L.W. ALL HEADERS ARE 1011 THE BUILDINGS AND STRUCTURES IN ACCORDANCE CROSS SECTION A AND#4 REBAR ONAL S.W. (2J1O ISMSEWED WITH THE PROVISIONS OF THIS CODE SHALL RESULT >--T-a'� IN A SYSTEM SETS PROVIDES A COMPLETE LOAD MIN 3'-0'BELOW FINAL GRADE OIHFAN'SE NOkD PATH THAT MEETS THE REQUIREMENTS FOR THE k2'z1'CONC.FTG. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN SCALE:118'=1'-0' 3 0 1 W/(3)/4 REBAR E.W NOTE PROVIDE FEE BREAKS THROUGH THE LOAD-RESISTING ELEMENTS TO THE CROSS SECTION B THE CONSTRUCTED BUILDINGS AND STRUCTURES THIS IRE 1020 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE RESOENTIPL CODE CE DEEMED TO COMPLY WITH THE REQUIREMENTS OF =SCALE:M V-W 3 01 NEW YORK STALE THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH RIDGE VENT RIDGE VENT THESE STANDARDS,THE DESIGN SHALL COMPLY 1]'x11b" HURRICANE STRAPPING RIDGE 3'x11�'RIDGE HURRICANE STRAPPING WITH THE BUILDING CODE OF NEW YORK STATE 1 ARCHITECTURAL GRADE ARCHITECTURAL GRADE 1)AFC WOOD FRAMED CONSTRUCTION MANUAL ROOF SHINGLE ROOF SHINGLE (WFCM) 2)AISI STANDARD FOR COL METH FD STEEL RIDGE VENT 30#Felt 30#Felt FRAMING-PRESCRIPTIVE METHOD FOR ONE- HURRICANE STRAPPING j"COX EXT.ROOF SHEATHIN �'COX EXT.ROOF SHEATHING AND TWO FAMILY DWELLINGS(AISI-S230) 1fj"x11b'RIDGE 12'RYRAFIERS CIHSIaCTED -0 3)ICC STANDARDS ON THE DESIGN AND ARCHITECTURAL GRADE OF 7A6 WIN EACB AZEK ON UND066E r �-0'1 CONSTRUCTION OF LOG STRUCTURES(ICC400) ROOF SHINGLE c 2 r 2x10 RAFTERS 16'ax10 RAFTERS 16'oc. 1�F_ REV; 30#Felt J'COX EXT.ROOF SHEATHING HURRICANE STRAPPING 2x6/Zx4 STRONGBACK HURRICANE STRAPPING IL 2z10 RAFTERS 16'oc. 8"FASCIA 2X10 16'ac.COLLAR TIES 8"FASCIAPROJECT: 12-VENTED SOFFIT(SEE DETAIL) 12"VENTED SOFFIT(SEE DETAIL) PRESSLER DOUBLE 2x6 PLATE Unfinished Attic Storage Area DOUBLE 2x6 PLATE Unfinished Attic Storage Area ATTIC RESIDENCE 2x10 FALSE RAFTERS 1., ATTIC SS _ 18'oc. R 28 2x6-16"oc WALL STUDS CLCffD CELL w BEDSET TO T 2x6-16'oc WALL STUDS BEDI EWS T° I NSUADm I SPRAY FOAL i"COX SHEATHIN r COX SHEATHIN R-II UNFAOD R-21 a<Eo 6•-9}" 6'—g}' 425 LAKE DRIVE J*x 8'IN RDI-PLANK J"x 8' N HOUSEWRAP SOUTHOLD, NEW YORK HURRICANE STRAPPING o15UAilON N9AADGN R-18 }'x 8'HARDI-PLANK (6'EXP) �•Cp% }'x 8'HARDI-PLANK (6'EXP) R-3D I CEOSEO cat 2x6 PLATE 2x6 PLATE P6UARON I SPRAY FOWL 1}'RIMBOARD 1d'RIMBOARD 8'FASCIA R-19 UNPAGED R-21 UNFAfED R-18 R-28 R-28 R-28 SCTM#1000-59.-5-21 yS INSULATION SID ML fL04T[ELL CLOSED CELL CLOSED CELL NSUNIIa R-21 N&R ATKN SPRAY FO FIRST FLOOR SPRAY F SPRAY FOAM SPRAY FOAM WINDOWS TO AZEK WRAPPED POST R-21 UKACED BE SET AT R-21 H911Ana R-11 MffAQD R-21 IRIFACED DRAWING TITLE: 6x6 ACQ POST -w HURRICANE STRAPPING DATAAIION V-01 NSUUBGN Master Bedroom INSUURa R-Z UNFA DOUBLE 2x6 PLATE DiningRoom Area LivingRoom Area DOUBLE 2x6 PLATE INUATON DOUBLE 2x6 PLATE FIRST FLOOR 2x6-16'oc WALL STUDS 2x8-16"oc WALL STUDS Bathroom 35 Bedroom/Office 2x6-18"oc WALL STUDS CL WINDOWS TO CROSS SECTIONS FIRST FLOOR FIRST FLOOR FIRST FLOOR ' BE SET AT 1"COX SHEATHING WINDOWS TO WINDOWS TO r COX SHEATHING d COX SHEATHING 8.-O' AS NOTED LA BE SE 7 AT BE SET AT WINDOWS TO BLUESKIN HOt WRP R-21 D19RADa BLUESKIN HOUSEWRAP BE SET AT R-21 INSIAAIIa BLUESKIN HOUSEWRAP R-21..II. }'z B'HARR-21 M9AATIaB-0' 8-0" }"x 8"HARDI-PLANK (6"EXP) 8'-0" }'x B"HARDI-PLANK (6"EXP) e}"ALLJOIST 25 SERIES }'ALLJOIST 25 SERIES 16'oc g}'ALLJOIST 25 SERIES NOTES: 16'oc. 16'oc. THESE PLANS ARE AN 16TAIENT OF 1EE SAWE AM ARE DE PROPERTY D'TIE HURRICANE ('PDVANN[H SUBlOCR HURRICANE STRAPPING PDVWVTECH SUBLaR HURRICANE STRAPPING )'ADVAN1Ea 5UBR0(E OFSIGN PABLS9JIIAl VIN SE SEAL 8 APR®HE EIG,WWEMNIS V L B 2x6 PLATE 2x6 PLATE RX'HatFD ro DE FULLEST EEIOD 6 LIE U[NAIRACIOR9 91A1L tDS'r ALL 2L;6 PLATE AMD Cq°TBNS AND DYDiS06 AND B:SOLEY E mi fELD AT.TIE RMBOARD (2)13"x9}'LVL GIRDER 2 2x6 ACQ SILL PLATE ' 'LVL GIRDER2 HORIZONTAL REBAR z HORIZONTAL REBAR — (2)1�'x9i'LN.FLusH EiEAM ()�r.Ir Ands BOB,32'.. )'r le And.Bdb 32oc GRADE GRADE R-30 TFOAYULY Na010KFDCFDAS RE19Mro 1RF3 PlA1S('a-3 Ardrr Bdtt 32a. NBAADa �R-30 R-!0 #4 VQiTICAL REBAR 4'-D'oa. R-JCL R-30 R-3D #4 VERTICAL DATI 4'-0'oa SEAL:•.. __,, En911ATON M92TON8"P.C.FOUNDATION N9AADa a- NSUMDON N91lAUa B'P.C.FOUNDATI ' �jL- SEE FOUNDATION - SEE FOUNDATION A n�. + �NOV 15 2025 SEE FOUND DAMP PROOFING ? DAMP PROOFING ` .r ^DETAIL 510 DETAIL 8101 �, \,J� R0.1E,T NO: DETAIL 8'C3j"STEELL COLUMN SEE FOUNDATION 3}'STEEL COLUMN 3}"STEEL COLUMN SEE FOUNDATION DETAIL B101 \.;v P,DETAIL BID ( rG \\1zo3-zozs 2)#4 HORIZONTAL RF9M (2)/4 HORIZONTAL REBAR 1 � '� �J� DRAW 2x4 KEYWAY1'- Y f: W/(4)#4 REBAR L.W. tC R y,g WIN 1 HEC AND#4 REBAR O 2'oc.S.W. r-'E 1 m/10 oL VA A-yd� 1-Y-p•-A N/10 CA NNL MIN 3'-0'BELOW FINAL GRADE �'-0� UFI RL FRY anKPLLY _� M x2'x1'GONG FM 2'-0"x B•GONG FTG NEQ eAseBN x2'xl'GONG PTO. 2'x2'xt'GONG FM. IIWQt tRBEE W/(4)#4 REBAR LY1 / W/(3)#4 REBAR E.W. W/(4)#4 REBAR I.W. W/(3)#4 REM E.W. W/(3)IIµ REBAR E.W. AND#4 REBAR O 2'oc AND#4 REBAR O 2'ac.S.W. MIN.3'-0'BELOW FINAL r \ `I,f CROSS SECTION C MDI3'-Q'Ba°WFlNALWA°E �L;,, /` .j�301 CROSS SECTION p CROSS SECTIONOF SCALE:1/8'=1'-0• ✓ S 301 SCALE:1/8•=1'-T 301 SCALE;Its'-I'-0" 301 \ ©KETD!DFS10tia15SOt"ATTS,uc KEHLDESIGN ASSOCIATES u.c ' ntlbnMl 6 evnnrebld.,yy,�eoeuulTp PO.Box 1675 phone:16311433-9084 (2)-2 X 6 TOP PLATE SoIAW NewYork 11971 Wd zbMS49oplonkn ant (2)-Iyi'X 9}'LVL HEADER r ,u ♦ b e.♦ u o,,,,.n o r . p 6 2 2 2 2 2 These drawings and specifications Including the 2 Ideas.design and arrangements represented therein,are the property of KEHL DESIGN 6 6 2 6 6 2 6 6 fi 2 2 fi ASSOCIATES,LLC.No part thereof shall be 6 2 fi 2 fi s ahwilh my disclosed work ra others or project othered than for whichconnection they how been prepared without written cnsent i 6 ©COPYRIGHT 2024 KEHL DESIGN ASSOCIATES,LLC.ALL FLOOR z FUNS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL X 6 AZEK FRIEZE BOARD i o COPYRIGHT LAM.PUNS WAY NOT BE REPRODUCED WITHOUT z X6-16.OC.(STUD) WRITTEN AUTHOPoUTION.ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOUATES,LLC,THE RIGHT Y'X51Z'AZEK CORNER BOARDS TO BUDD ONLY ONE SIRUCIUfd:FT(OW THESE RM IS LICENSED EXCLUSIVELY TO THE BUYER WITH WIdTIEN PROOF OF PURCHASE. 1 x 8 AZEK FASCIA BOARD w Acceptance of these ftwh s does ant authorize the right to bull without the authorization of lord goWming agendes,such z x 6 SHOEos SUIT*Canty Dept of Health Servius,Tom Bul&g Departmmis,DEC,FEllq etc Verify all cmditans,codes, and requFernents with such apex pr r to construction. CORNICE DETAIL INTERIOR / EXTERIOR CORNER FRAMING DETAIL.. WINDOW AND DOOR HEADER DETAIL WORK NOTES' R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS.LIVE LOADS,ROOF LOADS,FLOOD LOADS, SNOW LOADS WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE,THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUN CATION. AND STRUCTURES 12 CONSTRUCTED P TED A IRESCRIBED BY THIS CODE ARE 4 RECEIVED DEEMED TO COMPLY NTH THE REQUIREMENTS OF THIS SECTION. 2XI2 RAFTERS 16'rC R301.1.1 ALTERNATE PROVSIONS k'CDX ROOF SHEATHING - AS AN ALTERNATIVE TO THE REQUIREMENTS IN I%8 AZEK FASCIA BOARD SIMPSON HURRICANE STRAPPING SECTION R301.1 THE FOLLOWING STANDARDS ARE MAR 2 4 2026 PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL I'SCREENED VENT %8 AZEK FASCIA BOARD ZONING BOARD OF APPEALS (WFCM) 2)AISt STANDARD FOR COLD—FORMED STEEL I X 6 AZEK BEADED SOFFIT BOARD FRAMING—PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS(NISI-5230) 3)ICC STANDARDS ON THE DESIGN AND 1%6 AZEK FRIEZE BOARD CONSTRUCTION OF LOG STRUCTURES(ICC400) 5/4%3 SPRUCE PACKING I'SCREENED VENT 2X4 FURRING 12'oa. 241 REV: I X 6 AZEK BEADED SOFFIT BOARD I X 6 AZEK BEADED SOFFIT BOARD I X 6 AZEK FRIEZE BOARD I X 6 AZEK FRIEZE BOARD (3)1-3/4'X 9-1/2'LVL GIRDER PRESSLER I X 6 AZEK GIRDER WRAP y1'AZEK SHEET MATERIAL RIPPED TO GIRDER SOFFIT WIDTH. RESIDENCE 425 LAKE DRIVE IZ'AZEK COLUMN 12'AZEK COLUMN SOUTHOLD, NEWYORK MAIN HOUSE SOFFIT FRAMING DETAIL 6X6 ACE POST TO BE PACKED-OUT SCTM#1000-59.-5-21 AS NECESSARY FOR CONSTRUCTION OF A 12'XIZ'POST(V.I.F.WITH OWNER) DRAWING TITLE: SECTIONS AND DETAILS AS NOTED WHITE PVC COATED ALUMINUM DRIP CAP NOTES: 'a RM ARE AN I SMIENT OFTHE SERX AND ARC DE PM1T OF BE SIMPSON 6X6 POST ANCHOR DESIGN POFESSONAL*KSE SEAL B WM HREK,ORNMIS LL BE 5/4 x 4 AZEK HEAD PIECE PROiEWTED Tau THE RILIEST DBENT OF THE At LONTRAOTORS SNAIL VONY ALL IEI(OhB1KNS/J0'DImtl06iJID.fE SOIEY fE30�F FON fEN FlL liE OE9Gy,PRR{FS401ULIS91(ES11D lO,10111 FOR lkiED DIE lO IWNO EUeFN1510T 11R ANCHOR BOLT 'PoMUILY AOOKKEDam AS H115ON;na"PIW4 \ t \ 5/4%4 AZEK CASING (SF`L:'`�� �• (.t.'.��\NaV 1\02II C\ FRONT PORCH GIRDER DETAIL " BDK 2'HISTORIC SILL PROVIDE NUS HECKED ETY:= ) L_Y1 2D20 R90ENRAL 6' I , A.I. HUMME TO _ ..'. . t^_��( WINDOW CASING DETAIL NDm �AU2 OF NOTE rRM M r-- � M . AS PER THE 2D20 RESDENRk 0.0E OF 0KEHL-➢PSIGN6tSSOC[AM ur NEW 10B(STATE PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Madison Messina,Paralegal May 5, 2026 Via Hand Delivery �� L Southold Town Board of Appeals Southold Town Hall Annex rye ell/e j 54375 Main Rd. P.O. Box 1179 MAY 0.51026 Southold, NY 11971 Zoning Board of q pAL'al� RE: Pressler Variances 425 Lake Drive, Southold Dear Chairperson Weisman and Board: Enclosed is my revised area variance application and revised project description with the corrected lot coverage variance (22.35%). Also provided are the revised plans with the corrected square footage calculations. Should you have any questions, please do not hesitate to contact me. Very truly yours, �a�ziCia Ci. �?Zaone Patricia C. Moore PCM/mm DISAPPROVAL PATRICIA C. MOORE Attorney at Law 51020 Main Road ���Iv�d Southold,New York 11971 JUL 62 2026 Tel: (631) 765-4330 Fax: (631) 765- 4643 Zoning Board of Appeals Betsy Perkins Paralegal Madison Messina, Paralegal July 1, 2026 Via Hand Delivery E E E Building Department Town of Southold Attn: Tracey Dwyer J U L 1 2026 B.;I 3ing Department RE: Glenn& Angela Pressler Town of Southold Premises: 425 Lake Drive, Southold Dear Tracey: As you may recall, my office represents Glenn and Angela Pressler, owners of 425 Lake Drive, Southold. A notice of disapproval dated 2/20/2026 and revised 4/28/2026 shows a variance is needed for lot covereage over 22.35%. , Please find attached plans by Islandwide Enginnering & Land Surveying last dated 6/17/2026 showing proposed lot coverage on page 2. These plans conform to DEC requirements, the lot coverage shows a total of 19.99% including 0.27% bilco door and 0.18% for proposed generator,propane and AC. These items together total 0.45% which are not included in lot coverage as per the town code. The lot coverage as per southold town code is equal to 19.54%. We are requesting that the Notice of Disapprobal be amended to remove the lot coverage variance requirement. Should you have any questions, please contact me at the number listed above. Thank you for your time and attention to this matter. Very truly yours, Patricia C. Moore PCM/mm BOARD MEMBERS *rjF SO(/l�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. N PAC Office Location: O Town Annex/First Floor Nicholas Planamento its Margaret Steinbugler l''COO �, 54375 Main Road(at Youngs Avenue) + Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 7, 2026 Tel. (631) 765-1809 Patricia C. Moore 51020 Main Rd. Southold,NY 11971 Re: ZBA—Application#8115, Pressler 425 Lake Drive, Southold,NY SCTM No. 1000-59-5-21 Dear Ms. Moore; Transmitted for your records is a copy of the Board's September 3, 2026 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Prior to applying for a building permit, please submit to our office two signed and sealed sets of the Eric M. Hanninen plans. 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. i e iza eth Sakarell s Board Secretary Encl. cc: Building Department z #315 � 1 STORY RESIDENCE\ 6' 210 00 CD KENNEY S RD TOWN OF SOUTHOLD OEXIST o a REMOVED EQUIRED,FOUM BLOCK RBTOBE I SUFFOLK COUNTY NEW YORK REMOVED,AS REQUIRED,FOR � • V) PROPOSED HOUSE AND GARAGE EXISTING WATER SCTM: 1000-59-5-21 VALVE TO BE REMOVED C\ CA EXISTING ONE STORY SINGLE FAMILY * `\C`\v z DWELLING DWELLING TO BE DEMOLISHED INCLUDING H EXISTING OVERHEAD WIRES TOBE / PUBLIC WATE ALL FOOTINGS AND ASSOCIATED C/] DISCONNECTED EXISTINGWATER /DIST 1000-SEC 59-BL 5-LOT 22 APPURTENANCES METER TO REMAIN / EXISTING WATER SERVICE TO BE RE LOCATED AFTER DEMOLITION EXISTING SHED TO J \ / BE REMOVED / WRIJT Ro" �I• CJ7 C UE I UTILITY POLE /� 44°2� 0" E 1 \ \ice- — —1 - —Oy4UM N� / / / ceiViqu nd r— —y -- --�-- -- — -- --- - --$-z --�-/ --�-�� 0—� Zo I E E -E-E E •/ / / r a m LLN �— f SHED , / JCS o, CO / ; UL 0 7 o26o w \ _ I BE M BLOB. i / r „� Zoning f BELGIUM BLOCK C B Cn ;, --- — ) / / ��� Ir1 / / STEPS / �:�y�Q I(p Board of APpea PO 1E 0fR(iEAD WIRES / RM8.76� /� — 1 Y 'i t�7 / r / / l l 3�/ jai 'CD ASSUME LOCATION I I WV � CTION/59� I rm / •� / / BLO) 5/OT (APPROX LK R=t NNMATE) N/F ANgtLA & GL P5ESS L R` Z GRAVEL DRVEWAY LIPER 11l 277i—FAGE 69 Q 0za O Q UELGI DECK B K v &I W LUy --------- 0 E REMOVED (� '\ AND REPLACED IN KIND O I PLANTE / /�/ / SOIL BORING i� i .a EXISTING STEPS I ' ram'! I Z ELEV=12.4' o' N\ DECK i `w TO BE REMOVED I II I s POND Cc '� I 45.1I I� WATER SURFACE I °yz ELEV=1.9' zw O P. / 7� jig E �\ # \i li \ 51.3'� \ : �\ (4/7/2026) O cx cr N I P N; / �ii n 1 g70RY r'-- ----- \ II \ I KO m rn o 11 WD FRAME A) A I u W o �15�48FT. @ Z , rY I I' SEPTIC FLAGS F FL=14.7 �OR�Q. o ` 2 0'� __ �� I0.�5q AFR S \ SHOWER �ONCR a w v I PROPOSED TREE SILT.FEN;E 0 `� L 1 �o TREE \ o Es \ \ I ��\ / / T ' / / I I N w ' �i W w l Iio 10 L0 LOCATION � � r / / / / / / I 1� I � LOCATION MAP ''II 1: [. / h/ / F 1 i \ - - --- - -�--Y'-- --- -- - -- _____ Ij _ 44°24-�-30 �' ----- 1PIPE 141.00 / R WALL -1 I WIRE FENCE PIPE TOP=13.1 N .Q O� O ~O FOUND \ \ 1 I FOUND °,� ,' '/ '_ w=Z J \ CON R TE EXISTING TREES TO MONU NT BE REMOVED Q o m DWELLING o (� (.0 ©�O %, �'a w�00- OY0 PUBLIC WATER ,,rryy �`� JQ 10 0-w \ DIST 1000-SEC 59-BLK 5-LOT 20 e C` O A o O co ABANDON EXISTING ev 4 h� G o O f lt)O u'i-o \ SANITARY SYSTEM j to o Ln D�V 0 v DEMOLITION PLAN �C, #505 <11 I 1 STORY RESIDENCE v L 0 LL 0 10 20 4 �J O '3 w C7 a W CS G O c E"i a"w Cn - z #315 M 1 STORY RESIDENCE u x � co zrg KE N N EY S R D PROPOSED 1.61-F BELGIUM BLOCK I O O 1 :i CURB TO MEET PROPOSED GARAGE "\ l7 Gn c PROPOSEDABOVEGROUND PROPANE TANK AND GAS SERVICE �60 PROPOSED WATER DWELLING PROPOSED•H'FRJE SERVICE PUBLIC WATER �DIST 1000-SEC 59-BLK 5-LOT 22 / ELECTRIC SERVIC _ z I LOT REQUIREMENTS L/R PROPOSED ,,( ITX4'STEPS I CONl'.ROTEDESCRIPTION AREA MO UM N� TOTAL LOT AREA 15,488 SF 100% UTILITY POLE /S 44`2E `\ \ �' / —73" I / / / / ' S I E-E/ E -E-E /E -- / -�Pi _�/_ __T__/ __�__-_� NYSDEC 4.0' / / cS 0) co / I / / ADJACENT AREA(UPLAND) 13.002 SF 83.9% N GEN MAX.IMPERVIOUS(IMP)COVERAGE 2,600 SF 20%OF UPLAND r BELGIUIJ BLOCK C) B ,2.75 0°7.75' 5:50; TOWN OF SOUTHOLD UTI Ill WM /\ —11� - -f t // F /' T / / I I �/ / PO E / R=8.76, 1 / / O 1 O BUILDABLE AREA 12,9625E Zq /= � �vN PROPOSED SECOND i TION/59=BLOCK 5�L'OT q I/p0� I O MAXHABITABLE HOUSE SIZE 2,473SF - W J 1 1 FLOOR OVER c 1 \ GARAGE ON SLAB / PROPOS�D I F AN & GLtNN PRESSL R i ` ; Fn I \ GRAVEL 'VtWAY GFL=536SF /�� 12.0' "� DECK LIlER 132 AGE�569 / 3� Z 2ND FL=�ISF T o / I / I /, J �!, �, PROPOSED HOUSE DATA z (� GF.EL=12.9 I / O �= K CURB v 26.0' _ _ _ F� BELGIUM 6L0 _ _ _ _ _ o `1qS., /� 1 PROPOSED IST FLOOR 2,032 SF Q 0 I PROPOSED 2ND FLOOR 441SF 0 Q r� ` ® / \ � i � i /�-- \ )� ` I I I -a �� � 1 � PROPOSED HOUSE TOTAL 2,473 SF d CQ Q L--J PROPOSED/` \ \ 0� 14 PLANTE� �\ L-f'J S,;L ORINGCOVERED o \ I EXISTING DECKTOI I 1� E EV= 2.4'ENTRANC DECK c� BE REMOVED AND REPLACED IN KIND t / EXISTING IMP COVERAGE I ' I POND l7 WATER SURFACE I °8 z EXISTING DWELLING 1,209 SF 9.30% V�, 11 11 / I ELEV=1.9' 1 Z w /o ( N1 6.0' OppSEDONESTORY - pROP.51.S \ \ (4�7�2026) 1 EXISTING OUTDOOR SHOWER 9SF 0.07% a� / -o/ PR SINGLEFAMILY e! FX.12.0' \ `EX.51.3' �\ \ \ \ \ w U, z \ \ \ I EXISTING REAR DECK AND STEPS 567 SF 4.36% p o l I o 1CA 01DWELLING 11 (PROPOSED 4 BEDS) DECK----- POSED ��/ AREAL ' \'� \ I/ 1 Z ZZ rc i / 1ST FL=1A96 SF WAL ' I I \ 1 EXISTING FRONT PORCH 35 SF 0.27% w g y ? p I ,1 FEEL=14.7 �' �15�488 SQ. FT. p �L I �; ^ W O m / + ' \ t IO R I I I ' _ 1 EXISTING WALK 8 CONC STEPS 66 SF 0.51% r_, Z `° o �I I 0.356 ACRES 'I 1 EXISTING SHED 101SF 0.77% a hZ gw rn 25.0' 8.4' 3.0' Y I SED } 1 Za w �, SRO FENCE I I f I I ?�/ -I 1 I EXISTING SHED STEPS 14 SF 0.11% h--4 w g om PIER LINE I /zi/ I I w 1 TOTAL EXISTING COVERAGE 2,001 SF 15.39% 0 PROPOSED I )I; I PROPOSED IMP COVERAGE Q W------- -- - tx�'STEP .- 7 1 4 53, I �Z, I / l I r� , I O 1 PROPOSED DWELLING AND GARAGE 2,032 SF 15.63% ^ U 1 2b'Z o / I ,103.2• U I N w I w 102.0' \ ' I ;� -� U- 1 1 o O PROPOSED COVERED ENTRANCE 42 SF 0.32% .� I 1 L0 409 / 1 -I ,1 I PROPOSED DECK AND STEPS 466SF 3.59% PROPOSED BILCO DOOR 35 SF 0.27% ~ -_ - ---- 1 PROPOSED GEN PROPANE&AC 24SF 018% / L i TOTAL PROPOSED COVERAGE 2,699 SF 19.99% o F- I� 44°24-=30 �/ T WALL \ ` PIPE 141.00' I�WSRE FENCE PIPE 0 I T P=13.11 . � W=� J I FOUND FOUND \ e\ ` ` 1 FOUND ; �Nzm CONCRETE BILC09C I MONUMENT DOOR I PROPOSED DRAINAGE DRYWELLS(TYP-2), I Dom DUELLING_ SEE SHEET FOR ALL LABELED COMPONENTS YO0U PU Lld C WATER 19�"IPROPOSED VA SANITARY SYSTEM,SEE SHEET DIST 1000-SEIC 59-BLK 5-LOT 20 o 0 In \ "SANITARY AND DRAINAGE PLAN"FOR ALL ' LABELED COMPONENTS AND REQUIRED MINIMUM I 04?D o 1 \ OFFSETS D I Oco F- N ❑ I SITE PLAN & ALIGNMENT PLAN 505 I Ln NOTES: j - 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL INTERIOR HOUSE j 1 STORY RESIDENCE SCALE:1"=20' ILL. DIMENSIONS. f O 2. NO EXISTING DRY WELLS WITHIN PROPERTY LINES. 3. ALL EXISTING UNDERGROUND STRUCTURE LOCATIONS ARE 0 10 20 W APPROXIMATE AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. w #315 1 STORY RESIDENCE 00 W = 01 Uo I KENNEY'S RD PROPOSED MEET O BELGIUM BLOCK � 0 `y �O CURB TO MEET PROPOSED GARAGE I 0 Gn PROPOSED ABOVEGROUND �� ��j \SC Q PROPANE TANK AND GAS SERVICE PROPOSED * WATER - DWELLING S� PROPOSED'H'FRAME AND SERVICE � PUBLIC WATER / ELECTRIC SERVICE --_. / � /DIST 1000-SEC 59-BLK 5-LOT 22 PROPOSED —�� / I DRAINAGE CALCULATIONS _ / TX4'STEPS 40 LF OF PROPOSED 4'PVC CON dR dT ° a UTILITY POLE �� DRAIN PIPE @ 1 k MIN SLOPE '] ( / TOTALAREA: 15,488 SF OR 0.356 ACRES h w / —as - MOf4UM N / IMPERVIOUS AREA: 2,695 SF X j X 1.0=432.5 CF - 44*2�% 0 E �\ \ \-13=-- — 175 00' / r - / / -T - I----- -- -------� / REDD CAPACITY FOR AREA CAL:' 432.5 CF - io' LLN I �-------/�-----=-------- / / E— —E —E-= E TOTAL DRAINAGE DEPTH REp'D: (432.5 CF 142.2 CFNF)=10.24 VF m z w im wH PROVIDE: (2)-8'mX5.5'DEEP POOL=IIVF P VI ../ 2 / I ❑oc� �z DW2 / DRAINAGE NOTES: 00 ` LOCK C)dRB! 10,MIN / i / / / I / / I 00 1. ALL DRAINAGE RUNOFF TO BE CONTAINED ON SITE IN STORM / Wm �` BELGIUM B _ _ _ _ / / $ '� I DRAINAGE STRUCTURES AND WITHIN PROPERTY LINES.THERE WILL UTI ITY / ---1 1� - - - 10 LF OF PROPOSED r / / �P / / ,N l / O� I Q BE NO RUNOFF INTO SURFACE WATERS. PO E / R=8.761 4'PVC DRAIN PIPE / a / yly � ti V� O 2. ALL LEACHING DRAINAGE PIPES TO BE 12' C.P.P UNLESS 1 � � PROPOSED SECOND @1%MIN SLOPE �S'ECT�ON/59 BLOCK 5—LOT Z1 / 1(/p I�- OTHERWISE NOTED. ' — FLOOR OVER / / N/F ANGELA & GLENN P,RESSI-b �� / I 3. ALL ROOF DRAINAGE PIPES TO BE 4'P.V.0 UNLESS OTHERWISE Z I GARAGE ON SLAB PROPOSED / 1 ( C> I NOTED. p g �IVEWAY GFL=544S3F '` DECK/ / LIPER 1277—PAGE 1569 / �, I 4. PROVIDE CLEANOUTS ON ALL ROOF DRAIN PIPE BENDS Wa 2NDFL= I / GF.EL-12.9 / 1 // I 0} BELGIU A BLO K CURB — — _ _ _ _ _ _ _ / 2J ,-- ; tii -_� _ __ T ( / n T� SANITARY CALCULATIONS Q I m �� / ' - (f // I w TANK CALCULATIONS: U) / \ _ I m � � i '6� I /! 1 1 1 FLOW=4 BEDS(110 GALlDAY)=440 GALlDAY O I PLANTEf� iL_ j L/� PROPOSED/' \ \ I 1 ' I CAPACITY FOR FUJI CEN5=749 GAL // 1 / OVERED EXISTINGDECKTO N/ PROPOSED S-1 cORIN(F _ FUTURE El EV= 2,4'E'NTRANC� DECK. BE REMOVED AND / I I �J LEACHING GALLEYS CALCULATIONS: - \ �R PLACED IN KIND I I I (� POND I FLOW=110 GALIDAY X 4 BEDS=440 GAUDAY EXPAN ON \ I I WATER SURFACE 440GAUDAY11.5(GAUDAYISF)=293.33SF LC 100,MIN \ \ ` l \ 1} 11 (( I- ` I I I ELEV=1.9' I (MINIMUM 235SFU IT=3.20SF) V w N MIN p'OpOSED OI4F STORY \ I 300 SF/92.75 SFNNIT=3.23 VF Z N /Q -p 11 / gINGLEFAMl1-Y - �, \ \ \ \ �1 (4/7/2026) O 323 UNITS OF LEACHING GALLEY REQUIRED a r / I UI p 1 5 MIN DWELLING -- _ - \ I 4 UNITS OF LEACHING GALLEY PROVIDED=424 GAL w o z o m O I / - PROPOSED / AREA I 1 \I \ I \ I Z (2 ROWS OF(2)-3.5'EFF DEPTH LEACHING GALLEY) Z p z Q 4 BEDS) (pROPOSE0496 SF DECK I y j , 1ST FL=1 14.7 WALKWAY- `� �15148� SQ. FT.O ( 7" FEEL= \ i „ 5 MIN c� I z mz rm o t a� `0. 51°ACRES -- U o � � 1 °' z � \ PROPOSED SILT FENCE rn PROPOSED 10'1 MIN - ` \ I / 1 a I z w y o \ D-BOX '.• I 76 MIN O / I i O PROPOSED I I I I` / )1 I CDEXIST.GRD=12.4(JOHNHEIDECKERSURVEYOR) r I C.O 1'X='STEP / d I J / u/ I �f- o \PROPOSED 2 ROW OF\ .� O T I _ 0-0.5' MIXED LOAM OL w W (2}3.5'EFF.DEPTH \ I PROPOSED FUJI, 5 MIN, ' .—•—� �-I / °o•�. �� / I ' I 1 (�/ I ! II AND SAND U u I I 0.' $ LEACHING GALLEYS CLEAN CEN-5 I °t \ I I __------- �� NC / ��2�� 10 LF OF PROPOSED 4'PVC ICE ,I O O ITREATMENTTANK i 1 }� L4`S \ �`�� DRAIN PIPE @ 1%MIN SLOPE I w I � y \ / I �'------ -�t-- %/ i l / , r ___ r r 1 f\1 �PROPOSED 8'DVi X 5.5' / / � o� ~ DEEP DRYWELL(fYP-2) 0.5'-10.8' PALE BROWN 1 _ _n�_ FINE TO MEDIUM SP (HIGHEST EXPECTED) �\ •\ IV 44`24�0 J� / r =� \�-- RETT—� - -� ?- ------ �o SAND GROUNDWATER EL225 c� I TOP 31 \ I PIPE 141.00' o `FliRE FENCE PIPE 9 PROPOSED IIA AIR LINE FOUND . I FOUND r (HIGHEST EXPECTED) w�z J ONCRETE PROPOSEDIIA ' ' 'PROPOSED o-0, GROUNDWATER EL.1.6 >> n BILCOC 41 LF OF PROPOSED 4 PVC PROPOSEDUA CONTROL PANEL , y Y ONUMENT z-' ELECTRIC LINES DOOR DRAIN PIPE @ 1 MIN SLOPE I 10.8'-17.0'WATER IN PALE SP 0 o j m PROPOSED VENT 2'MIN.WI DWELLING BROWN FINE TO w 3 OU TAKEN ON:DECEMBER 30,2025 Q m CHARCOAL FILTER MIN.3' PUBLIC WATER MEDIUM SAND BORING BY:MCDONALD GEOSERVICES Y o0,I W U FROM DOORSI WINDOWS DIST 1000-SEC 59-BLK 5-LOT 20 -1(so U PROPOSED FUJI CLEAN NOTE:WATER ENCOUNTERED AT 10.8' Lo o u-o T _ INLET ADAPTER 90 BELOW GRADE. 04 m�o SANITARY"°TES: TEST BORING HOLE 1. ALL PROPOSED SANITARY UNES TO BE 4'0 SDR35 PVC PIPE 0 Ln UNLESS SPECIFIED OTHERWISE. - p 2. NO NEIGHBORING WELLS WITHIN 150 FT OF THE PROPOSED SANITARY SYSTEM. SANITARY PLAN I 3 3. NO EXISTING DRY WELLS WITHIN PROPERTY LINES 4. ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE I SCALE:1'=20' HIGHEST EXPECTED GROUNDWATER INFORMATION AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. #505 I I THE AREA IS SUBJECT TO TIDAL ACTION SO HIGHEST EXPECTED Lo I I GROUNDWATER IS MEAN HIGH WATER(MHW). 1 STORY RESIDENCE 0 10 20 BENCHMARK8512668 LL BENCHMARK STAMPING:2668 B 2013 MLLW=2.414 METERS=7.919 FT M ORTHO HT=1.489 METERS=4.885 FT F- DIFFERENCE=3.034 FT w MHW=l'611 METERS=5.285 FT(MLLW DATUM) LLI MHW OR HIGHEST EXPECTED GROUNDWATER=2.25 FT(NAVD88) _ U) z BASIN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE LOF INES THE CURB BOX ALONG CURB LINES 10 REINFORCED TRAFFIC BEARING SLAB TO CARRY H-20 LOAD WITH OR CENTER OF GRATE FOR FILED AN OFFSET OPENING � INLETS #5 BARS AT 6"C.L. POLriOK 20'HD COVER W (� CD GEOTEXTILE FABRIC,MIRAFI 140 POLYLOK RISER AS REQUIRED z coAROUND ENTIRE CIRCUMFERENCE GEOTEXTILE FABRIC,MIRAFI 140 p N W U OF LEACHING BASIN AROUND ENTIRE CIRCUMFERENCE OF LEACHING BASIN Ll- a Q 00oeoo � �0 � e e o 0 0 0 1 23 12"CPP(TYP BETWEEN BASINS) /S �S z 2-0' e o 0 0 0 o UNLESS OTHERWISE NOTEDL�C� _ TYP e e e e o o U) e u 0 0 o z e e e o 0 0 e o6 0 0 o FRONT/SIDE VIEW TOP VIEW CUT AWAY VIEW 2'-0'COLLAR OF#3 GRAVEL w I 4' POLri0K20'D-BOX PROVIDE ENDCAP y PART NO.3017-20 LEVELING DEVICES z MATERIAL-HDPE ON ALL OUTLETS ° t2'MIN ABOVE GROUND WATER m °z DATE:8112104 z DRAINAGE LEACHING POOL DETAIL 3 POLYLOK DISTRIBUTION BOX DETAIL 4 N.T.S a N.T.S w LL J_ 18'DIA.PIPE d'Q ® KNOCKOUT aw z Q ® ® cl) u =a z uw z> 4' r-10' END VIEW-END WALL wN z TYP 8,-8. U Z > u W w5 y z TOP VIEW — 5' 18'DLk PIPE KNOCKOUT I~1'-10' ® Ell (EACH SIDE) I ' HOLE 2 0� Wm W �LL o V' J 2 PROPOSED TWO E3 ® ® END VIEW- INTERMEDIATE WALL STORY SINGLE GROUND ELEVATION 13.0 " O ® E5 ® ElO FAMILY RESIDENCE .0 TO GRADE EL.13.0 NOTES: F.F EL.14.7 COVER TO GRADE EL 12.5 GROUND ELEVATION 12.5 GROUND ELEVATION 12.5 N 6' 1. CONCRETE 4,000 PSI a�1 8 DAYS 10 TYP TYP 2- REBAR TO BE ASTM A-615 GRADE 60 " LLJ i>-� 3. WELDED WIRE FABRIC ASTM A-185 >jzu> O DUMMY CUP,TYP 4. DESIGNED FOR AASHTO HS-20 LOADING LL Y 1' LEACHING HOLE,TYP 5. TOP SLAB AND WALL ARE MONOLITHIC m TYP SIDE VIEW INV.EL:10.83. 15.70' TOP EL.11.50 D-BOX OP SLAB EL.11.00 w z O m 5.00' 8.40' TOP EL.10.50 Y O`L U LLI INTERNAL DRAIN WALL INTERNAL VOLUME DRAIN OPENINGS WEIGHT o O rn INV=10.50 PROPOSED FUJI CLEAN INV.EL=10.28 INV.EL=10.00 3.5'EFF.DEPiH LL o WALL HGT. AREA(SF) CF GAL. TOTAL SIZE ANGLE" (LB.) CENS TANK BOT EL.9.5 LEACHING N�_-D o 4'-0" 68.0 128 957 48 '/.'X6" 14" 7,675 (NO ANTI-BUOYANCY IT INV.EL=10.33 INV.EL.10.11 GALLEYS o� NEEDED) 2 ROW OF(2) `� N T-6' 59.5 112 838 40 Y..'X 6" 14' 6,500 2'-0' 34.0 64 479 20 Y..'X 6' 14' 5,325 25.5 48 - 359 16 '/.'X 6' 14' 4,730 BOT EL 6.50 17.0 32 239 12 1 ''/.'X 6' 14' 4,150 BOT ELEV=6.10 z Lo LEACHING GALLEY DATA GROUNDWATER EL2.25 � O a LEACHING GALLEY DETAIL 3'-6" HIGH TRAFFIC BEARING 5 SANITARY PROFILE W 4 N.T.S a N.T.S = rA - z 119, � U 6 Z 0) N W U o a J�� 2 C), V) Cz7 120V AC, 60 HZ,20-AMP POWER SUPPLY. HIGH WATER ALARM WIRING #12-AWG WITH GND IN PVC CONDUIT. AS PER MFGR.IN CONDUIT. MAIN SERVICE PANEL N o C. r i CONTROL m uz PANEL o w > o m CHAMBER VOLUME(GAL) m SCUM BAFFLE B y a o o u m 1 SEDIMENTATION CHAMBER 277 FUJICLEAN UNITT-10}' ELEC.SERVICE 2�'"27}' 2 ANAEROBIC FILTRATION CHAMBER 278 (SINGLE BLOWER CONNECTION 3 AEROBIC CONTACT FILTRATION CHAMBER 127 RECIRCULATION 4 STORAGE CHAMBER 63 , J HARDWIRE AIR LIFT PUMP 5 DISINFECTION CHAMBER 4 DISINFECTION GROUND ROD W O TOTALVOWME 749 CYLINDER(OPTIONAL) — 0 4"INLET IPE 4'OUTLET PIPE SPECIFICATIONS LU IL A 4 A ANAEROBIC MEDIA PPIPE FIWNG RATE 32% C i BOARD TYPE AEROBIC MEDIA PVCIPPIPE FILLING RATE 16% Z 5 AEROBIC MEDIA PP/PE FILLING RATE 57% FUJIMACBLOWER 0 80RII-20ORII BLOWER 2.8 CFM � EFFLUENT INLET B LE O AIR LIFT PUMP TANK FRP v O PIPING PVC/PP/PE , ELECTRICAL ONE LINE DIAGRAM °' ACCESSCOVERS PLASTIC l CAST IRON �> DISINFECTANT(OPTIONAL) CHLORINE TABLETS 5 N.T.S w RECIRCULATION PIPE L FLOW BAFFLE 112'AIR INTAKE u $ FLOW OPENING(TYP.) (CLEANING OPENING) B w g w 4.8T u w PROVIDE SECONDARY PLAN VIEW .0 4.53" w Z Z p SAFETY COVERS(TYP) CLEAN OUT MUST BE INSTALLED V 24"ACCESS COVER TO PROVIDE ACCESS TO THE < 20'ACCESS COVER(TYP) 20'ACCESS COVER(TYP) 24"ACCESS COVER(TYP) DISINFECTION ADAPTER FROM ABOVE(TYP) F-4 y z_ 3°z CYLINDER(OPTIONAL) y y z FLOW OPENING 6.24' � J w BOARD TYPE 7.03' p z w CONTACT MEDIA U WL .��. (� 1--t1 OUTLET SOLVENT WELDED TO 4'LONG STUB OF 4"SCHEDULE 40 PIP (� CONNECTED TO FUJI CLEAN CEN UNIT(TYP) 9 N Oi O 90 DEGREE LATERAL 31NLE TOP VIEW o 0 ® RECIRCULATION W=} ASSEMBLY PORT ADARE4'ALL NGS 7•03' >5 Z tO O L a PLAN VIEW .23 0 0 z m Wzom EXTRA INLET CAPPED �' Y 0 J W VIA4'SCHEDULE40 1.9T o O N O3 O 3 ADAPTER&PLUG(TYP) U-)p L o AEROBIC MEDIA 4.T - c 7. 4• N y AERATION ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW SIDE VIEW LO LL s FUJI CLEAN CEN-5 DETAIL s FUJICLEAN INLET ADAPTER DETAIL w Lo o 5 N.T.S 5 N.T.S Lu 2 U) Iv 46 RECEIVED D APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE MAR 2 4 2026 ZONING BOARD OF APPEALS House No. 425 Street Lake Drive Hamlet Southold SCTM 100 0 Sectio n: 59 Block: 5 Lot(s) 21 Lot Size: 13,368 . 65 Zone r-40 I (WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 2/20/2 6 BASED ON SURVEY/SITE PLAN DATED 11-15-25 Owner(s): Glen and Angela Pressler Mailing Address s : 15 Baldwin Place, Massapequa, NY 11758 Telep o n e: 516 -477- 693 8 Fax: Email: appressle(&optonline.net NOTE: In addition to the above, please complete below if application is signed by application's attorney, agent, architect, builder, contract, vendee, etc, and name of person who agent represents: Name of Representative : Patricia C. Moore for (X ) Owner ( ) Other: _ Address: 51020 Main Road, Southold, NY 11971 Telephone: (631) 765- 433 0 Fax: (631)7 6 5- 464 3 Email: _pcmoore(a,mooreattys.com Please check to specify who you wish correspondence to be mailed to, from the above names: ( ) Applicant/Owner(s), ( X) Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 10- 7-24 and DENIED AN APPLICATION DATED Dece m b e r 30,2025 FOR: (X ) Building Permit ( ) Certificate of Occupancy ( ) Pre-Certificate of Occupancy ( ) Change of Use ( ) Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article, Section, Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article: XXIHSection:280- -124 Subsection Type of Appeal: An Appeal is mad a for: ( X ) A Varian c e to the Zonin g Code or Zonin g Map. Front yard 25.2 and lot coverage 21.7% ( ) A Varian ce due to lack of ace es s require d by New York Town Law- Section 280- A. ( ) Interpretation of the Town Code, Article Sectio n ( ) Requ e s t for Reversal or Overturn the Zoning Officer' s Denial Other RECEIVED A prior appeal ( ) has, (X ) has not been made at any time _ <g 115 with _ resp e c t to this property ., UNDER Appeal No(s). Year(s) MAR 2 4 2026 Please be sure to research before completing this question or call our office for assistance) ZONING BOARD OF APPEAL REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarize d): 1. An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted, because: The existing house was constructed with concrete block walls, brick veneer, and covered with Hardiplank siding. The existing house has inadequate insulation. Any alterations to the existing house would likely be deemed a "demolition" due to the extent of the alterations required to meet the New York State Building Code. The owners will reconstruct in the same footprint of the house with a modest addition and add an attached garage for both storage and 2nd floor living space. The proposed house conforms to the GFA. The second story above the garage provides living space for their family (4 children and several grandchildren). This space is se gr e g a t e d to limit energy use, the heating and air-conditioning is not needed when the space is not used. This home and most of the homes built on Lake Drive are preexisting nonconforming. They were constructed prior to the adoption of wetland regulations or setback regulations. The Pressler parcel is the shallowest lot on the south side of Lake Drive. The existing house was constructed closer to the street to maintain a safe distance to the pond. The existing house was constructed prior to zoning, is on an angle, where the closest setback is 25.4 for the existing house and 40.4 for the attached garage. Lake Drive is a 50 - foot- wide road off Kenny' =s Road. However, Lake Drive is a secondary road, and the paved portion of Lake Drive is much narrower than 50 feet. The edge of the road to the property line is an additional 17'. The existing house is visually setback (25 . 4 + 17 ) 42' from the road. The Zonin g Code require s 35'. The land across Lake Drive, on the north side, is preserved , there are no neighbors across Lake Drive. Maintaining the existing setbacks to the street will not adversely affect the neighborhood or change the character of the community. The proposed construction intentionally maintains the existing setbacks to the wetlands and Great Pond. The construction is proposed in the area that is already improved with the existing residence . The original plan was to add the garage on the east side and build an addition to the existing house, however, the existing house does not comply with the New York State Building Code and cannot be easily modified to conform with the New York State Building Code. Mr. and Mrs. Pressler are preparing to retire, and the new house will meet all current codes of a year- round, retirement home . The project will update the original existing sanitary system which"is likely built prior to the 70's . The owners applied for and received the septic grant from both Suffolk County and New York State. 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: The existing house is L-Shaped, and the garage encroaches into the front yard setback. The lot is preexisting nonconforming and impacted by the wetlands which encroach onto the property. The proposed construction maintains the setbacks of the exiting house with an 4 - I ft addition. The side yard setbacks confirm but the existing front yard setback requires a variance. 3 . The amount of relief requested is not substantial because: The front yards setback is existing and reconstruction of the house with the same setbacks limits the amount of disturbance to the property. The additional lot coverage is minimal (228.9 SF) however, even a small square footage is significant to the design of a small house. The proposed house is proportional to the lot size and conforms to the GFA. The majority of the house is a one story for aging in place and retirement, and the garage provides storage and additional living space for the family. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The setbacks of the existing house are preserved and not reduced requiring a greater variance than the existing house . The proposed house maintains the setbacks to Great Pond and the garage is located at a greater setback to Great Pond. The homes off Kenny's Beach have been expanded into year- round homes or substantial second homes . The new sanitary will be a significant environmental benefit to Great Pond ecosystem. 5.Has the alleged difficulty been self-created? {X ) Yes, or { } No Why: The existing house must be demolished in order to meet current NYS codes. The existing setbacks are maintained and maximized from the street and the wetlands, where practical. a. Are there any Covenants or Restrictions concerning this land? {X } No { } Yes (please furnish a copy) b. 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 28 - 146 (B ) of the Code of the Town of South o 1 d, any variance granted by the Board of Appeal s shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three(3 ) years from the date such variance was granted . The Board may, upon written request prior to the date of expiration, grant an extension not to exceed three (3 ) consecutive one(1 )year term s . IT IS THE PROPERTY OWNER' S RESPON SI BILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Sig of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this MADISON MESSINA RECEIVED ^ 3 Nf` '':'i'UBLIC,STATEOFNEWYOR[ CX day ._g:;trrfiou No.01M N296S Qualifield 1D Suffolk Co" of 20 ..i.+rmissionExpires Much 17, MAR 2 4 2026 ZONING BOARD OF APPEALS G BOARD OF APPEALS APPLICANT'S PROJECT DESCRIPTION APPLICANT: Glen & Angela Pres s 1 er SCTM No. 100 0- 59- 5-21 I. Please describe areas being removed : The existing house is to be demolished, a new house constructed in the existing footprint with a two-story garage addition. II. New Construction Areas (New Dwelling or New Addition s/Extensions): 34' x 6 covered front porch running East to West and Rear Deck addition 25'-3 1/2 xl2 to the West Dimensions of first floor extension : 26' at Rear of House to the Fast, 29' at the Front of the House to the East x 26' Deep Dimensions of new second floor : 16'-1 1 3/4" Wide x 26' Deep over First Floor Addition Dimensions of floor above second level : NA Height (from existing natural grade), Highest Ridge is a 26'-9 1/4" from Natural Grade Is basement or lowest floor area being constructed? If yes, please provide height (above ground) measured from natural existing grade to first floor: @ F max around the perimeter of the house M. Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: One story House Number of Floors and Changes WITH Alterations: house remains one story with an attached two story garage IV.Calculations of building areas and lot coverage, sky plane (From Surveyor, Design Professional): Existing square footage of buildings on your property: House 1195 sf+ Deck 243. Proposed increase of building coverage 1464.56 Sq ft of House, beck and Front Porch Coverage Square footage of your lot: (Taxable) 15,488 . 08 SF—lot coverage is 18.74 % Buildable Lot Size: 13,368.65 SF : 21.7% 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 Chapter 280, Section 280-207 of the Town Code): For Residential lots, is project within the allowable Sky Plane ? (Please refer to Chapter 280, Section 280- 208 of the Town Code): Yes Purpose of New Construction : A Proposed New House meeting code with a new sanitary system Please describe the land contours (flat, slop a %, heavily wooded, marsh area, etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): RECEIVED 31 ) 5- Describe on separate page if needed: SEE ATTACHED MAR 2 4 2026 ZONING BOARD OF APPEALS Building area flat with slight slopes toward Great Pond. The edge of Wetlands are flagged and remain undisturbed Please submit 8 sets of photos, labeled to show differ e n t angle s of yard area s after staking corners for new construction, and photos of building g area to be altered with yard view. RECEIVED MAR 2 4 2026 ZONING BOARD OF APPEALS " � [[ - - �� _ _ _ _ _ — SITE PLAN OF PROPERTY f ,f -_ _ KE _ _ - - - AT KEHL DESIGN ASSOCIATES uc (5 0 WIDE) 425 LAKE DRIVE /f �;/ !- ,uw,mi a cw.urwcblae.bn.cwvlep �^ SO UTHOLD, NY. 11971 J{' f ) ' gib` PO.BoA1615 phone:(631(/33 9081 J Soulhdd.NmYork 11971 C-MaIL ssbn654OopIorBlceJet JJ I f J � t. 1000-59. -05-21 �, l OWNERSHIP_ .�__ & SCALE. AS NOTED j `� ` These drawings and specifications Including the LOT 22 0.4 ACRES I if ' r r keaA design and ropekarg of K represented X I GREAT tin M,are the prop Par of KEHL DESIGN -r �`r -� POND I ASSOgATES,U.C.No part thereof andl be TA I j coplad,disclosed to others or used In connection = / f with my work or project other than for which DATE: 09-30-24 they have been prepared without written consent.17 5.0 0 J SITE MAP � ©Lt)PYRIkIT 2024 KEHL OESK7F ASSOCIATES,U.C.A11 FLOOR FLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW.PLANS WAY NOT BE REPRODUCED WITHOUT ' vmTrEN AUTHORIZATION,ALL PLANS AND DESIGNS ARE THE 5 8.54 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES,I.I.C.THE RIGHT \ AD - \NG 1 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED SH FND A& ' ULLUMY TO THE RUYER•YiTH TWtITTEN PRO OF PURCHASE \ MON F5 zz U n f Acceptora of These tracings does not ouftin 0e right to 6 D a RECEIVED buld Without the ollhorimtan of local gacenling ogende%such 4 SH 1 t ( as SUN&County Dept of Health Services,Tom Buidng s 4 4 0 2 4 '3 p"E 116. 2 9'0 �' , a Dcyartmanl$DEG FE11k etc Vary all conditions,codes, N and regU*FWMts With suds agancks PIK( to CORStruCtion. Q W�wF3 MAR 2 4 2026 WORK NOTES: zl R301 DESIGN CRITERIA AS PER THE J 2020 RESIDENTIAL COD S OF \\ �� 4 c I ZONING BOARD OF APPEALS NEW YORK STATE \ M NSTRUCTED TO G of I SAFELY SUPPORTOALL S AND STRUCTURES, AND PARTS THEREOF B 0 DISC INCLUDING DEAD \ 60 OS�fD `\�GG Vvt 4 ( LOADS LIVE LOADS.ROOF LLODS,OFLOOD LOADS, \\ \ SL PROQ`C� I PRESCRIBED BSNOW LOAD%Y ND LOADS THIS SEISMICAND THIS CO .CO E.THE CO STRUCTION OF THE\\ \ DANCE GA '(\ON \ NTH BTHEIPROVISISIONS OF THIS STRUCTURES CODE SHALL RESULT G \ \ IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PO 0 NECK J05 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN PATH THAT MEETS THE REQUIREMENTS FOR THE C ! I Q THROUGH THE LOAD-RESISTING ELEMENTS TO THE OSf`D 22 �4.3 \ O`EP i Z l CONSTRUCTED AS PRESCRIBEDBY THIS INGS AND STRUCTURES ARE PROPUgE O 1 P� I (J THS DEEMED TO COMPLY WITH THE REQUIREMENTS OF JACI \ > \ ALTERNATE PROMSIONS p,0\�WOOD DECK 1 I¢ �, AS AN,ALTERNATIVE TO THE REQUIREMENTS IN `\ 2• v PERMITTED SUBJECT TO THE LIMITATIONS OF THE G (� SECTION R301.1 THE FOLLOWING STANDARDS ARE . �XDI CK _O C THIS CODE AND THE LIMITATIONS HEREIN.WHERE l~ ENGINEERED DESIGN IS USED IN CONJUNCTION NTH THESE STANDARDS,THE DESI SHALL NTH THE BUILDING CODE OF NEW Y RKCOMPLY STATE. \ ' � o 1 + 1)N WOOD FRAMED CONSTRUCTION MANUAL 6 o OOTO �- + 2)(AISI STANDARD FOR COLD-FORMED STEEL \ �j9 O N _ n. + FRAMNG-PRESCRIPTIVE METHOD FOR ONE- \\ n m 'tp• D' WF7 + 3)CCAND STAANNDARDS ON THE D FAMILY ESIGN SAND230) TZyJ+ �� '� O Q ✓ 12• TAX LOT 21 \ CONSTRUCTIWI OF LOG STRUCTURES(ICC400) cat Q o s o c \ o \ p 1WF8 \ W o+\ \\ \\ a e + 2 o Ft 1 1 PRESSLER .A wF9 RESIDENCE � � co N � 425 LAKE DRIVE W +\+ 252 \pe Of pF i SOUTHOLD, NEW YORK OO i SCTM#1000-59:5-21 \ 3 \ I DRAWING TITLE: \+\ 28.48' SITE PLAN PE + rn \I 25 o RE f WALL 1.6� 5 0.4 0 I F11 NOTES: � DESIGN FLANS ARE AN RSIBAENI 6 T E 4 K A o ARE NE WKWITS TILL 61 E Z\0 EAR\NG 0�'� WALL I ++ � uRUM D911111�IAW�1Rc u,ILL N.I. n ` x I FIDD Dw8n N5 ART DWERSOIS AND BE SOO RESPB6'9F RR EEID RT.TIE WRF " \ OF5171 PROIIFSffAl0.AO.IIFS ND IM61R FEE OM9016 DIE TO IM NOT,0R 1 SE G 1 'A. �J 1.1' o 1 x—' WIRE FEN. j 3 0 \ uNrD�sEn+LL�aranaa AAo oR A THESE atsn wI aticEN s NOT + F\- 62,1 x��WAL 0.a'� a 44 24 I \ ,w�Cmr,FAxat.FDcm �nEgrues. + r,-, WRF 4 0.9 LLJ z \FND . '�MON 141•OO ,il+\ PROJECT N0:DRAWNLBY,XLOT 2O RICKED B� 1 1 A ,' 1 I ; L M IS 20 1 0 10 20 30 40 0 0 0 0 O 100 LOT CLEARING AREA LOT AREA SITE PLAN DISCLOSURE: f.'' 15,488.08 S.F. = 0.36 AC. 15,488.08 S.F. = 0.36 AC. SITE PLAN INFORMATION IS BASED ON A LAND S RVE,T,'c� V`' 11,625 S.F. CLEARED PREPARED BY SCALICE LAND SURVEYING �,.`�,% �^ OF 75% LOT CLFAREO 1 SOUTH BAY AVENUE, [SUP, NY 11751 > 631-957-2400 NEW YORK STATE LICENSE NUMBER 050882 SURVEY DATED 10-07-2024 OT�7¢�151GttA550f0A'IES ac is 4 c GENET..._.•-TES: CONTRACTOR N O I V SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION General Notes: W- 1• S, N RA• ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 'ENERAL NOTES: 1. All studs to be SPF#2 or better, and oil other structural wood to be Douglas Fir/Larch N2 or better. 2. FIRE SAFETY: ----- 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. EN dppTAUSWORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUIIHOLD, SUFFOLK COUNTY, NEW WORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SIRE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 10M�M %SIG1Y t1JJOCit111r+7e LLC -OE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B.LOCKED AREA. "`°"'"'ei1a1°"'°n eco"'a""O ACTICES. 4. Pre-manufactured trusses. C.ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION FORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be mshopeda as shown on architectural cross sections. 'ILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURIER'S CONTAINERS. SUCH PO.Bok1675 phone:16311 4 33-M ) PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT, SoufficKNewYolb 11971 &Mot s1bagoplonlre.rel OR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses In accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. ALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. r.nl o.dp,Aaaa -uc T Jarea,-yoA 11,rxblex uc a. All plywood shall be in accordance with the American Plywood Association (APA)specifications. G.ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. M N °CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with groin of face plys across supports E CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications Including the NSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. Ideas,design and arrangements represented MOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP �2 or better. therein,are the property of KEHL DESIGN ASSOCIATES,LLC.No port thereof shall be DURING THE EXECUTION OF THE WORK. B. Design values: 3. DUST CONTROL: copied,dleclosed to others or used In connection a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which .E CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E Lumber: PSI A. DEBRIS. DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA they have been prepared without written consent. LAMBING, ELECTRICALS, ETC. Fv - 95 PSI B.CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR UMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb -825 PSI C.HEAVY DROP CLOTHS. 4E DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. ©COPYRIGHT 2024 KEHL DE 0 ASSOIOATES,LLC ALL FLOOR 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a• Laminated Veneer Lumber (LVL): ACCUMULATION, .(ROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900.000 PSI OOPYRIGIT LAM.PLANS WAY NOT BE REPRODUCED WITHOUT Fv = 285 PSI 4 NOISE AFTER HOURS: WRITTEN AUTHORIZATION ALL PLANS AND DFSGIS ARE THE . E CONTRACTOR SHALL DO ALL CUTTING, PATCHING. REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb - 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOOATM LLC THE RIGHT 'AWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES,LLC.NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: SAM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED B. EXCEPT LEGAL HOLIDAYS. EXCLUSPUY TO THE BUYER,NTH WRITTEN PROOF OF R)RCHAE PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR. SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. L DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR.VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES U.C. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings des not authorize the right to LL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT. OR OTHER SUCH buid without tie authorization of local governing agencies,such CONSTRUCTION MEANS, METHODS,TECHNIQUES. SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suf clir County Dept.of Health Sevioa,Torn Buldrlg E CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR COSTS AND PROBLEMS Dlparbnfnis,DEG FEM7\etc Verily all conditions,cods, SOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and rtitenN DE with eI Ogellerif prior cons odes. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT IE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK,AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE -(E CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND WAG EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO. THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ,4CHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2020 R ID NTIA CODES OF :SOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED,THE NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS.INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS, N N1N N i0 DAMAGE F wN R ICE SHIELDALL STRUCTURES TO CONFORM MTH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS JOIN DESIGN RUST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CP NEW WORN STATE SECTION R301.2+.2 PROTECTION OF OPENNGS IN ACCORDANCE WITH CHAPTER 3, SECTION R3T4 OF THE 2020 RESIDENTIAL CODE OF NEW PORK STATE. PRESCRIBED BY THIS CODE.THE CONSTRUCTION of AD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. NENT REQUIRED HAZARDS CAIECORY D./soft 1 130(mph) I C I SEVERE 3'-0' MODERATE TO HEAVY ISUGHT TO MODERATE I YES 1984/19 IS I THE BUILDINGS AND STRUCTURES IN ACCORDANCE R301.2.1.2 PROTECTION OF OPENINGS NTH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WNDBORNE DEBRIS.GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR MNDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE URGE MISSILE TEST OF ASTM E1998 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5-MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASIME E1886 AS MODIFIED IN SECTION 301.2-1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR VANDEORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA ITS THROUGH THE LOAD-RESISTING ELEMENTS TO THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW WORK STATE FOUNDATION.BUILDINGS AND STRUCTURES EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN OCCUPANCY OR MUSE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 25.RESIDENTIAL ONE-AND-T FAMILY DNEWNGS LOADS 1.WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF?4e INCH(11mm)AND A SPAN OF NOT MORE THAN B FEET(2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF USES(s)AND OCCUPANCY CLASSIFICATION(.) UNINHABITABLE ATTICS WITHOUT STORAGEb SMALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED, ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS USE OCCUPANCY UNINHABITABLE ATTICS WITH UNITED STORAGE" 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE NTH EITHER TABLE R301.2(2)OR ASCE-7,WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN OORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE N ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT O�45 FEET(13.728rnm)OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3(SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED KITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,IS 180 MPH(29Okp3)OR LESS. THIS CODE AND THE LIMITATIONS HEREIN.WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION NTH TYPE OF ox4smucnoN(CHAPTER e) BALCONIES(EXTERIOR)AND DECKS (0) 40 TABLE R30+.2.1.2 WND-BOR E DEBRI PL PANELSOTTIOa DFAS�ING SCHEDU E FOR WOOD ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 THESE STANDARDS,THE DESIGN SHALL COMPLY TYPE GRQUP FIRE ESCAPES 40 RESIDENTIAL CODE OF NEW YORK STATE. KITH THE BUILDING CODE OF NEW YORK STATE FASTENER SPACING(INCHES) 1)AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILSd 200h FASTENER TYPE NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, (wFQM) PANEL SPAN 4 FEET SPAN S 6 F FEET<PANEL 6 FEET<PANEL "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2)AISI STANDARD FOR COLD-FORMED STEEL f S 4 FEET SPAN S 8 FEET FRAMING-PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA WARD IN-FILL COMPONENTS 50, NO,8 WOOD SCREW- PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES AND TWO FAMILY DWELLINGS(AISI-S230) HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES' a BASED ANCHOR WITH 2 18 10 a OF NEW YORK STATE. 3)ICC STANDARDS ON THE DESIGN AND INCH EMBEDMENT LENGTH CONSTRUCTION OF LOG STRUCTURES(ICC400) 50 ' ei4T.BUILDING ROOMS OTHER THAN SLEEPING ROOMS 40 NO.10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY REV: VERTICAL DISTANCE FROM GRADE BASED ANCHOR NTH 2 16 12 9 =E TO THE AVERAGE HEIGHT OF UNLIMITED A3 STORYREA SLED'ING RQ_S NCH EMBEDMENT LENGTH (:nAICFCIIATnn.ur�•---•'- I YORK STATE(2020 ECCCNYS), BASED HIGHEST ROOF SURFACE 3O ' AS PER TABLE 506. Y.IenSEo METER wl�zw- +6 tfi tfi ENERGY CONSERVATION CODE AND PER CHAPTER 5 OF THE STAIRS 4Oa INCH EMBEDMENT LENGTH BUILDING CODE OF NEW YORK r f' '1 NE NAILING PATTERNS OF ALL MATERIALS FOR SI: I Ina=25.4 men,I FOOT=304.11 mm.I pound=4.448 N.I mile par hear=0."Ir m/e '(T TENING SCHEDULE OF THE 2020 RESIDENTIAL FOR SC a.This table Isbased an,80 mph ullknate design wind speeds.wand a 45-,eat mean rail(height. PRESSLER 1 POUND PER SQUARE FOOT=0.0479 kPo,1 SQUARE INCH�845 mm�1 POUND�4.47 N. ,L HEIGHT FROM RIDGE TO GRADE 28'- a.ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,0DD-POUND LOAD b.Faster-andl be Installed at opp-Ing da of the-ad structural panel. f� Le APPUED OVER A 20-SQUARE-NCH AREA Fasteners shall be located°minimum of 1 Inch from the edge of the panel. RESIDENCE INHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHTrs c.Ancho shall penetrate through the exterior wall coved an nq with embedment length of 2 Inches minknum Into v LUMBER SPECIES AND GRADE b.UN BETWEEN JOISTS AND RAFTERS 1S NOT MORE THAN 42 INCHES,OR WHERE THERE the building frome.Fasteners shoo be located a minimum of Z11 Inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d.Where panel are attached to masonry or masonry stucco,they shall be attached using vibration resistant anchors it MAR 2 4 2026 425 LAKE DRIVE 4OUSE FRAMING MATERIAL DOUGLAS FIR-LARCH 12 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate wllhdrewal capacity of 1,500 pound& I ' OR GREATER,WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED D(T.DECK FRAMING MATERIAL CCA NO PINE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS In AND BETTER I ` SOUTHOLD, NEW WORK c.NDIVIWAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE I I I OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK VVV WHICHEVER PRODUCES THE GREATEST STRESSES. I SCTM#1000-59.-5-21 it.A SINGLE CONCENTRATED LOAD APPLIED N ANY DIRECTION AT ANY PONT ALONG THE TOP. SECTION R402,BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEWYORK DRAWING TITLE: AREAS OF STRUCTURE e.SEE SECTION R507.1 FOR DECKS ATTACHED 70 EXTERIOR WALLS i;=shouoiarnplI, i R�of the falceing: LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA aNC CRAWL SPACE NA L GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL 2•S,ctbn R405 and the prod sons of section,R401 through R404 Indicated as"Mmsetary GENERAL NOTES TRAWL SPACE 1495.4 Oq.R. FILLERS SMALL BE DESIGNED TO WTHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3.Tha margo,rating lad=(EfRI)cppreach in Seatkn R408 ASEMENT NA 50 POUNDS ON AN AREA EQUAL TO+SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED Lot Size= 13,368.65 sgft Lot Size=12,982 sgft TO ACT CONCURRENTLY WITH ANY OTHER LIYE LOAD REQUIREMENTS (NY)TABLE R402.12 House Lot Coverage = 1512 SgFt Max Habitable House Size=2473 SgFt NOTES: -IRST FLOOR 1512 a (i. INSULATION AND FENESTRATION REQUIREMENTS YCCMPONFNT 4RST FLOOR NA q.UNINHABITABLE ATTICS WITH 42INCSTORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR WHERE THERE ARE TWO OR aaavrt feNESf svwLA nAi7o c¢Np wom vAss aeon ¢Assuan° �d cu THESE RAFB All AN 081PoABHf Q 11E SER11Q ANT ARE HIE PRal4R1Y ff 11E =fCCND BOOR NA MORE ADJACENT TRUSSES YATH NEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 2wE ar�T' °" aMaTon m Tn„NH 9.N.E fRwEwAI NL RauuE ,ill NIE sM�E` Garage Lot Coverage =519.6 SgFt First Floor 2032 SgFt DEB0H WESSONN*NISI£SEAL 5 AIM NBJM NIB MITI III BE SECOND FLOOR +41.5 a.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER.WITHIN sxocb,e svutE 9 Mi svAl¢ eorml RVWIa: PR$OIIFD ill THE FMIfSf DIDII Q 11E U[NtHDRACIOPS SHALL MISY ALL BALCONY NA THE PLANE OF THE TRUSS EXCEPT Front Porch =2 Second Floor 441.5 SgFt FIELD 0011I AM WDSM AID BE=RE�EFDT TOLD FIT.TIE NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS eM(RINE am ass UAa a9 20OR 13.0 e113 19 10113 10,2a 10113 Addition Possible=0.0$/�Ft ���N, FOR DAMS DE W MOM OR Rear Deck -666.5 SgFt UK OFEYD RID C01D MI6 AND 4TORCIS BASE01f70 CUBITS NOT HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: v1 :fEdTW11Y'A(Jplpl(DCm A$REMON TOlfESE FIAN& For SI:-+fact-304.8 men HOUSE b NA 1,THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a.R-value,are minlmum&U-factor and SHGC aro maximum&When Inaubtbn k Inat°ked In a cavity which la less ew House Habitable Area=2473 S Ft ' I �` )�, R<A \ ARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or d„Ign thklmass of the lr,,Mon,the IntaOed R-vd,o of the Insulation shot not be less than the Total Lot Coverage =2902.E SgFt q SEAL•' A+ D TTEJ: GARAGE 519.6 sa.ft. NOT LESS THAN 30 INCHES R-volue specified in the table. C^ '� ppa J. U,'1 ✓ 2025 5 ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b.lha feneeb.0 n U-factor ask.--J d-ekyUght..The SHGC column appaes,to all gsos.d fwwetratbn. r1 C�\ L/ . P OJCCT Q:- tNED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL C.a 10/13 a mean R-10 cantinuoua insulation an the interior w exterior of the home or R-+3.w4 iro°Iation of the O D n �n�• ( �120\3 2025 ,ODU NA lnt.dor of the basemen wan. Max Lot Coverag =20/O =2673.73 SgFt ,� J z�- .�( 3.REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD ( DRA N BY: DECK 666.5 .fL MEMBER DEPTH. 95/tea mean R-15 continuous InouMOon on the Interior or e.t,,or of the home or R-19 cevlty Inautio-at the Lot Cover° e O era e = 228.9 S Ft D ���� '�' )eDI� ZED PORCHES 2a.5 eA.fL Interior of the basement wa0.'I5/18a shall be pemilled to be t MU R-13°wily Indctke an the Interer of the g g q f%• THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement ear pMa R-5 conb'nuous insulation on the mtedw a e.tedor of the home•a10/13a means R-10 contnuwua f` r {�: CHECKED BY:J/ RED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS InaWatiw,an tie Inbrlor or Mderbr of the Aome or R-I3 cavity NaulaUon at the Interior of the basement salt. E f �`• ('. f ^. HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d.R-5 ehall be provldod under the fall.lab a o/a heated evil,k,od fUon to the reauked eke edge InauWllon SORY STRUCTURE NA R-value for evib,,a Indicated In the table.The akin edge Imubfion for heated°lab.,hall not be rrebubed to Front yard setba k-36' h.GLAZING USED R HANDRAIL ASSEMBLIES AND WARDS SMALL BE O EACH WITH A cdend bNor the slab SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF TFIS a CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL.AND TO THE LOAD ON THE e.Reserved Side yard setback 0 -�-+, •y -I N-FILL COMPONENTS.THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f.Reserved ` „�E "7 ANOTHER AND LOADS ARE ASSUMED NOT TO OCCUR NTH ANY OTHER LIVE LOAD. 'tTHOUT STORAGE Both side yards setbacks=25' 'ITH STORAGE 9•NlarreWety,Imubtbn eamclanl to an the Iromkq awlty and!Providing not leas Nan an R-valve W R-la. M The feet value is covity Insulation,the second value Ls°onti wous natation.so a13+5'mean R-13 cavity TnnWon a111E1: OF plus R-5 mnlnuous n Watlan. Rear yard setback=35 I.Maas .It, hen be Ina oni,me, WIN Section R402.2.5.The eeaond R-value OPplke Man more than half the Insulation is m the Interior of the ashes wee. 0 KE100.•DESIGN-ASSOQAM,u• FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 20, 2026 REVISED: April 28,2026 REVISED: July 1,2026 TO: Angela Pressler 15 Baldwin PI Massapequa,NY, 11758 Please take notice that your application received December 30, 2025: For permit to: demolish a dwelling and construct a new single-family dwelling at: Location of property: 425 Lake Drive, Southold,NY County Tax Map No. 1000—Section 59 Block 5 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 13,368.65 sq. ft. parcel (buildable 12,982 sq.ft.) in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The site plan shows the front yard setback to be 25.2 feet. Au rized Signatur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. DISAPPROVAL PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Madison Messina, Paralegal July 1, 2026 Via Hand Delivery EGEQV E Building Department Town of Southold Attn: Tracey Dwyer J U L 1 2026 Building®epartment RE: Glenn&Angela Pressler -town of Southold Premises: 425 Lake Drive, Southold Dear Tracey: As you may recall, my office represents Glenn and Angela Pressler, owners of 425 Lake Drive, Southold. A notice of disapproval dated 2/20/2026 and revised 4/28/2026 shows a variance is needed for lot covereage over 22.35%. Please find attached plans by Islandwide Enginnering &Land Surveying last dated 6/17/2026 showing proposed lot coverage on page 2. These plans conform to DEC requirements, the lot coverage shows a total of 19.99% including 0.27%bilco door and 0.18% for proposed generator,propane and AC. These items together total 0.45% which are not included in lot coverage as per the town code. The lot coverage as per southold town code is equal to 19.54%. We are requesting that the Notice of Disapprobal be amended to remove the lot coverage variance requirement. Should you have any questions,please contact me at the number listed above. Thank you for your time and attention to this matter. Very truly yours, Patricia C. Moore PCM/mm z w z ' #315 1 STORY RESIDENCE �O� DISAPPROVAL z ` z U C1 I LLJ Q mt J Z = o v, U KEN , Y'S RD w a 1 I SUFFOLK COUNTY,NEW YYORK � �d `� Q EXISTING BELGIUM BLOCK CURB TO BE v !�.. REMOVED,AS REQUIRED,FOR .'7 PROPOSED HOUSE AND GARAGE EXISTING WATER SCTM: 1000-59-5-21 �,1 �. VALVE TO BE REMOVED �S EXISTING ONE STORY SINGLE FAMILY 7r DWELLING DWELLING TOBE DEMOLISHED INCLUDING i--� EXISTING OVERHEAD WIRES TO BE PUBLIC WATE ALL FOOTINGS AND ASSOCIATED cn Fa DISCONNECTED EXISTING WATER / -`DIST 1000-SEC 59-BL 5-LOT 22 APPURTENANCES •` METER TO REMAIN EXISTING WATER SERVICE TO BE RELOCATED AFTER DEMOLITION EXISTING SHED TO \ BE REMOVED NI1RdTE, „c UTILITY POLE 44°24% 0" E '1 -1• -- — — —' —oycuM�NV/ / �- 175. 0' / E-E E / \ / co BLOCK C1d B •—--- 00 E-. ING / , / OV�RH / wM t BELGIUM 1 / 06 CD PO IEY fAD W1RfS R=8.76 v I'`o 3 R �4 1 CD ASSUME LOCATION Qo CTI0N/59 BLO�K 5/OT o/ v / /, (APPROX+MATE) 4°_�` ^_' N F AN( LA & GLENN P�ESSLR c� G I Z I O •� GRAVEL DRIVEWAY // /� LIFER 11277-FACE'569 � 43, � I O Q F_pJ ➢oog/ BELGIUM BLO K `' `` / n W a W T / EXISTING DECK / /I ]I' ------ --- TO BE REMOVED _ s AND REPLACED \ IN KIND I 1 1 1 14 PLANTEfL/ `�� SOIL BORING ` i_ `1, I I „ EXISTING STEPS b ' ELEV=12.4' / '' �\ DECK % TO BE REMOVED POND ' I Z WATER SURFACE I T u ELEV=1.9' V w / 1 IlO IN1 M # \ 51.3' ` l\ (4/7/2026) I O � c� Q 'I 425 TORY _ WD SFRAME _ _ A) AL I 1 I \ \ I/ \\ ' J g i m T / F FL=14.7' — 115�48� �Q. FT. 3„ e . \ �O.�5q AICRFS II`I Q a y= 1z. \ PROPOSED >� Z ��_` SILT. I I / /_/ �1.CSWo I \ \ m I l l�s� ��< Io Q 2 PROJECT 1 / 1d l 1 LOCATION Ln — = LOCATION MAP 6= \I 44°24—�0 / WIRE FENCE R WALL - --- ----- a o TOP=13.1 \ \ ( / PIPE 141.00' , ; K14 _>o FOUND o\ 1 \ 1 FOUND a y w Z CON R TE EXISTING TREES TO \ MONU NT BE REMOVED 1 1 I F� J° pa O G �?m \ DWELLING L�`v Y p U PUBLIC WATER ij o F' Q w \ DIST 1000-SEC 59-BLK 5-LOT 20 r°�` L �v y +2 J o O p Lf)owo ABANDON EXISTING i �' ti ..i �.s � �.,�' 'Y N m o0 \ SANITARYSYSTEM I DEMOLITION PLAN ILo F 505 SCALE:1"=20' I �> , J Y 1 STO RESCIDENE L, ILL. 0 10 20 w c- W C, z w 15 1 STORY RESIDENCE RESIDENCE 00 L.Ljz � co _ I W K E N N EYES RC) _ PROPOSED 1.6LF BELGIUM BLOCK I O �U W cn CURB TO MEET PROPOSED GARAGE I 0 �•+ �y PROPOSEDABOVEGROUND -� PROPANE TANK AND GAS SERVICE * L z PROPOSED I \C WATER DWELLING V] \ PROPOSED'H'FRAMEAND SERVICE / PUBLIC WATER I \\ ELECTRIC SERVICE DIST 1000-SEC 59-BLK 5-LOT 22 LOT REQUIREMENTS PROPOSED °f 3'X4'STEPS 'I CONCRETE DESCRIPTION AREA PERCENTAGE „Q�w �\ `IT' Po" - S 44°24'' �„ E — 1' \ti;- _ -- — r— I MONUMENT TOTAL LOT AREA 15,488SF ,Bo% N --- ----- -------- - ------ -- --- i r j ; 175,00' / r m om � — — —= --- --------------=------- NYSDEC = \ •\" -./�`-t% E-E/ / E E-E-E E ADJACENT AREA(UPLAND) 13,002 SF 83.9% < o 3 m 4.0' - i� N GEN ' I j i 2 i 1 MAX.IMPERVIOUS(IMP)COVERAGE 2,6008E 20%OF UPLAND �•T;!%j \1� ,• �_�_-,—PL S,�Oc- .Lf'n9 ,2.75 7.7 5'9 ;' ; � 1 TOWN OF SOUTHOLD O BUILDABLE AREA 12.982 SF - Q ?U [ 4_ ",.\ \\\ 'tom ` ' �r,�l�wu�'"ti PRppOSEDSECOND TON 59_BLOiCK 5-LOT 2,1 �, `�' I�— MAX HABITABLEHOUSESIZE 2,473SF W \ FLOOR OVER i N F AN & GLENN P.RESSLER ' ~ GARAGE ON SLAB PROPOSED I ,� y Z GFL=s3ssF ��` 1z.o' DECK: LIBER 132 AGE�569 / 4� 2ND FL=441 SF , I i L GF L=441.9 �' PROPOSED HOUSE DATA EL I' � PROPOSED IST FLOOR 2,032 SF Q PROPOSED 2ND FLOOR 441 SF O Q rX PROPOSED HOUSE TOTAL 2,473 SF 1,1 III Z ---- PROPOSED" I " I �'• I� _ I Q � EN�R�ANOE ,,CP. , '. NG DECK TO BEIREMOVED AND EXISTING IMP COVERAGE �RIIN. x Z `I / ; �/ - `-1 \ ,REPLACED IN KIND ; �' °C•J U I, �I EXISTING ISTORY DWELLING 1,209 SF 9.30% f1� �9�,; 6.9 pSEDONESTORY pRpp.51.5' ` ` , I O EXISTING OUTDOOR SHOWER 9SF 0.07% as N Q 1 11 O N 1 0• PROPOSED SINGLE FAMILY EX.12.0' `FJC.51.3' i,\ (a/]�'Ci.'6 l L\ EXISTING REAR DECK AND STEPS 567 SF 4.36% z p o •W'O 1 DWEUWNG - PROPOSED '\ '� I 1 u z z o (PROPOSED 4 BEDS) DECK I AREA `+ �, I EXISTING FROM PORCH 35 SF 0.27% w g w 1496 SF rc 1sTFL= 1a.7 WALKWAY- `,15,488 SQ. ;FT.1 — W I' FEEL= '�' I I EXISTING WALK&CONC STEPS 66 SF 0.51% 'OR I Yi 10.356 ACRES 1 EXISTING SHED 101 SF 0.77% n 4 Z W m r 25.0' 8.4' 3.0' I '_ / I PROPOSED I j I EXISTING SHED STEPS 14 SF 0.11% Ld U U I(< ;� SILT FENCE �� wg ;-� i PIER LINE ;' I o i:n � I 'L, .I I ''i, � TOTAL EXISTING COVERAGE 2,001 SF 15.39% o � ,;� o PROPOSED i�3 I o PROPOSED IMP COVERAGE Q 1 O i 34.4' 1'X3'STEP I 1 I I w 11 0 '' O "�� i / Ir '` I 1 PROPOSED DWELLING AND GARAGE 2.032 SF 15.63% Z w I \1 0 25.2 � o 5.3' I % � � I - 1032' I �` � PROPOSED COVERED ENTRANCE 42 SF 0.32°/, 1 102.0' I v , F� % -DW1 40 9'! ,� Lo PROPOSED DECK AND STEPS 466 SF 3.59% v 1 PROPOSED BILCO DOOR 35 SF 0.27% PROPOSED GEN,PROPANE,&AC 24 SF 0.18% -J M -- ------ --- -- -/ --- `'-�- I -1 - I ---- i-�------- TOTAL PROPOSED COVE RAGE 2,599 SF 19.99% o N 44°24=30"—wJ, r _, cE PIPE I ` - ^', PIPE 141.00' p e i1 ^� _>° FOUND ' FOUND Lit CQ✓,!f Q e. (' WAo li IO CONCRETE BIRLCO C� I nF MONUMENT DOOR D onm - I PROPOSED DRAINAGE DRYWELLS(TYP-2), 9 5��p U m D ELLING SEE SHEET 3 FOR ALL LABELED COMPONENTS •� Y YU PU LIC WATER Q o p vWi PROPOSED VA SANITARY SYSTEM,SEE SHEETS DIST 1000-SqC 59-BLK 5-LOT 20 $.: 'SANITARY AND DRAINAGE PLAN'FOR ALL ' LABELED COMPONENTS AND REQUIRED MINIMUM N LL = o OFFSETS I w I SITE PLAN & #505 --! ALIGNMENT PLAN U') NOTES: 1 STORY RESIDENCE SCALE:1"=20' 1. REFER TO ARCHITECTURAL DRAWINGS FOR ALL INTERIOR HOUSE LL DIMENSIONS. 0 2. NO EXISTING DRY WELLSWITHIN PROPERTYLINES. 3. ALL EXISTING UNDERGROUND STRUCTURE LOCATIONS ARE O 10 20 {--' W APPROXIMATE AND MUST BE VERIFIED BEFORE CONSTRUCTION W BEGINS. z w #315 1 STORY RESIDENCE C) Lu =� 2 u O I z CO K E N N EY'S R D - _ PROPOSED 1.6LF BELGIUM BLOCK � O w H --- CURB TO MEET PROPOSED GARAGE I v �O Q cn PROPOSEDABOVEGROUND �b H PROPANE TANK AND GAS SERVICE ° \,•\, �� PROPOSED -�C'`\v WATER DWELLING .--� \ SERVICE PUBLIC WATER a PROPOSED'H'FRAMEAND `DIST 1000-SEC 59-BLK 5-LOT 22 \ ELECTRIC SERVICE PROPOSED --%� % DRAINAGE CALCULATIONS ���= a \\ % 3'X4'STEPS 40 LF OF PROPOSED 4"PVc CONCRETE w % DRAIN PIPE @ 1%MIN SLOPE TOTAL AREA' 15,488 SF OR 0.356 ACRES MONUMENT IMPERVIOUS AREA: 2,695 SF X jj X 1.0=432.5 CF /S 44°24% 0" E _ _ '" 175.,00' -- ---= - ------- -- ------ ' REQD CAPACITY FOR AREA CAL: 4325 CF N o E E-E-E-E ,-� -'--J l 7 -- -- --�---- TOTAL DRAINAGE DEPTH REQ'D: (432.5 CF 1422 CF/VF)=10.24 VF m o g \ i � i-1',• l I L PROVIDE: 2 6'm X 5.5'DEEP POOL=11 VF DW2 DRAINAGE NOTES: 10'MIN 00 1. ALL DRAINAGE RUNOFF TO BE CONTAINEGo D ON SITE IN STORM C -C DRAINAGE STRUCTURES AND WITHIN PROPERTY LINES.THERE WILL 10 LF OF PROPOSED I i 0 O BE NO RUNOFF INTO SURFACE WATERS. R=B.'E '� - ; / ' / ��/C, O 2. ALL LEACHING DRAINAGE PIPES TO BE 12 C.P.P UNLESS ;'r ;: // 4°PVC DRAIN PIPE `_� �WU W PROPOSED SECOND '/_,-, I,- OTHERWISE NOTED. FLOOR OVER @1%MIN SLOPE SECTION 59,=BLO,CK 5-!SOT 21l� �" N F ANGELA,8c GLENN P,RESSLER v / 3. ALL ROOF DRAINAGE PIPES TO BE 4-P.V.0 UNLESS OTHERWISE ZQ \" A- FLOOR ;} GARAGE ON SLAB PROPOSED // U/ / NOTED. -1 I \ zf2pV�L JF _�J�� GFL=536SF DECK; LIBER 13277-PAGE'569 z /i I 4. PROVIDECLEANOUTSONALLROOFDRAINPIPEBENDS Wa g 2NDFL=441SF I fn} 'Re.cl, 1 o _ GF.EL=12.9 I , �' %! O W SANITARY CALCULATIONSIL z jr- -- - a a TANKm •1 m % { FLOW=4 BEDS(110 GAL/DAY)N�40 GALIDAY \ F 1, I-L-� , / -- _- PROPOSED%' 1: 1 / CAPACITY FOR FUJI CEN5=749 GAL -� COVERED EXISTINGDECK TO \ j /PROPOSED 1 ��`� cORiN�• 'L \ ' L O ENTRANCE ,�,"K BE REMOVED AND I I LEACHING GALLEYS CALCULATIONS: F. /_ '.�G' 1.—�. I I FUTURE... � -I�.`�' � .REPLACED IN KIND `I � / =":�tJ[: � FLOW=110 GAL/DAY X 4 BEDS=440 GALIDAY EXPANSION' ` 'I WLT_ 5L:.R""e._:E I ad z 100'MIN +� } - ' T �0(MINIMUM SIDEWALL REQ,300 SF) 3 SF u y U 300 SF 19275 SRUNIT 3.23 VF z'+' 4'MIN 1 I-` PROPOSED ONE STORY \ 111 ,`.L 26; 323 UNITS OF LEACHING GALLEY REQUIRED w j SINGLE FAMILY - \ ` I O 4 UNITS OF LEACHING GALLEY PROVIDED=424 GAL w N = `+} o �•y. / %'', L,,,'p 1 S MIN DWELLING -----PROPOSED j I �� 1) L Z (2 ROWS OF(2)-3.5 EFF DEPTH LEACHING GALLEY) z p > UZ 4 BEDS) _DECK iFT. •\1 I Z g w n rn o I (pROPOSED AREA' 1STFL=1,4946SF wnLKWAr . 151488 SQ. 1 FEEL= iSMIN OR', I r-, z � Z 1 F3-1 z z �1 0.356 ACRES PROPOSED <wr �� 1, GIs- SILT FENCE 2 1 L ~ o z w 5 I+r, +'1 ,� PROPOSED. ! - I ^1 z 1� 0 1.,, _ D-BOX 10'MIN 75 MIN i -j 2�' w Z o _ } - O + - / }4 O EXIST.GRD=12.4 JOHN HEIDECKER SURVEYOR) /'� i z ,2 0 1- i L PROPOSED / / �' j z� I ( L-, \�.-� � 0 1'X3'BTEP c�� � / �� �� I L �� 0.0'-0.5 MIXED LOAM OL o I PROPOSED�OSED2ROW OF 5'MIN � 0 =�' CO _ i t� 7 , / 1Q r--i I, 2 3.5'EFF.DEPTH`+' i PROPOSED FUJI". / O� / / i !`1/ I -'• 1 c. AND SAND w BLEACHING GALLEYS '1 CLEAN CEN-5 L ___- - AIC `_ 10 LF OF PROPOSED 4'PVC - ! •i ` I o \7REATMENTTANK 1 %'" / - DRAIN PIPE @ 1%MIN SLOPE �, L(� '�^ i' ( PROPOSED 8'DIA X 5.5' i ' ,I ' 63. DEEP DRYWELL(TYP-2) / I 1 o ALE D P BROWN 0.5'-10.6' FINE TO MEDIUM SF (HIGHEST EXPECTED) -- N 44`24-30 - -- PIPE -- �� :�~-' — ---/ PIPET -- 141---- SAND GROUNDWATER EL225 J '-EPIC_ _ O 00' PROPOSED VA AIR LINE + FOUND �~ 1, ;/ FOUND 11 (HIGHEST EXPECTED) W=> PROPOSED IIA PROPOSED ` 1 GROUNDWATER EL 1.6 >>>z ON CRETE PROPOSED YA CONTROL PANEL BILCO'C' 41 LF OF PROPOSED 4'PVC +1 ON U M EN T ELECTRIC LINES DOOR DRAIN PIPE @ 1%MIN SLOPE 3 10.8'-17.0'WATER IN PALE SP ❑oBROWN m FINE t I PROPOSED VENT 2'MIN.WI DWELLING MEDIUM SANDO BORING BY:MCDONALD GEOSERVICES Y LJj O U PUBLIC WATER TAKEN ON:DECEMBER 30,2025 Q w CHARCOAL FILTER MIN.3' } = FROM DOORSI WINDOWS DIST 1000-SEC 59-BLK 5-LOT 20 _I do Ln i PROPOSED FUJI CLEAN NOTE:WATER ENCOUNTERED AT 10.8' LA O LLL-o ?, INLET ADAPTER 90 BELOW GRADE. o SANITARY NOTES: - TEST BORING HOLE _ ' 1. ALL PROPOSED SANITARY LINES TO BE 4'0 SDR35 PVC PIPE 1 O ~ n rn UNLESS SPECIFIED OTHERWISE. 2. NO NEIGHBORING WELLS WITHIN 150 FT OF THE PROPOSED SANITARY PLAN I 3 N.T.S. SANITARY SYSTEM. I _ 3. NO EXISTING DRY WELLS WITHIN PROPERTY LINES --- -- 4. ALL UNDERGROUND STRUCTURE LOCATIONS ARE APPROXIMATE --, SCALE:1°=2O' I HIGHEST EXPECTED GROUNDWATER INFORMATION I #505 THE AREA IS SUBJECT TIDAL ACTION HIGHEST EXPECTED AND MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. GROUNDWATER IS MEANN HIGH WATER(MHW). 1 STORY RESIDENCE 0 10 20 BENCHMARK 8512668 LL BENCHMARK STAMPING:2668 B 2013 O MLLW=2414 METERS--7.919 FT co ORTHO HT=1.489 METERS=4.885 FT DIFFERENCE=3.034 FT W MHW=1.611 METERS=5.285 FT(MLLW DATUM) W MHW OR HIGHEST EXPECTED GROUNDWATER=2.25 FT(NAVD88) 2 U) z w BASIN COORDINATE MEASURED TO MIDDLE OF THE FRONT FACE OF �O �10'REINFORCED TRAFFIC BEARING THE CURB BOX ALONG CURB LINES SLAB TO CARRY H-20 LOAD WITH �� 00 OR CENTER OF GRATE FOR FILED 2 �O z AN OFFSET OPENING POLYLOK 20'HD COVER Q� INLETS #5 BARS AT 6°C.-C. W = o _ POLYLOK RISER AS REQUIRED � GEOTEXTILE FABRIC,MIRAFI 140 ZCID AROUND ENTIRE CIRCUMFERENCE GEOTEXTILE FABRIC,MIRAFI 140 Ll- O//i N W U OF LEACHING BASIN AROUND ENTIRE CIRCUMFERENCE �y O a OF LEACHING BASIN ,D 0 0 o e o 0 123' 0 0 0 o e oZ. mo 1T CPP(TYP BETWEEN BASINS) v `C { \\ z 2'-0 ov o 0 o v o UNLESS OTHERWISE NOTED ' ^ �\C TYP e o 0 0 o e e z v o 0 o v o 0 0 0 0 0 06 o e o FRONT/SIDE VIEW TOP VIEW CUT AWAY VIEW o M w 2'-0'COLLAR OF#3 GRAVEL Y 4• POLYLOK 20°D-BOX PROVIDE ENDCAP PART NO.3017-20 LEVELING DEVICES z MATERIAL-HDPE ON ALL OUTLETS z 2'MIN ABOVE GROUND WATER DATE:8112104 z DRAINAGE LEACHING POOL DETAIL 3 POLYLOK DISTRIBUTION BOX DETAIL ao H 4 N.T.S 4 N.T.S w J_ LL 0n OJ 18"DIA.PIPE Q'Q ® KNOCKOUT d W ® ® ~Q - z Q u oa z Uw Z 4" T-10' END VIEW- END WALL TYP A� F-6' Z u w o z Z w TOP VIEW 5" I s FZ ow 18"DIA.PIPE KNOCKOUT -H.---1'_10• -�'g, ® �' ® HOLE n F J o (EACH SIDE) I HO y �Z WS ® ® F=7 ® F 2-0" 1-0® ® o� ® PROPOSED TWO 0 0 END VIEW- INTERMEDIATE WALL STORY SINGLE GROUND ELEVATION 13.0 a FAMILY .0 TO GRADE EL 13.0 to 0 ® E� ® � 0 RESIDENCE COVER TO GRADE EL 12.5 GROUND ELEVATION 12.5 GROUND ELEVATION 12.5 NOTES: F.F EL.14.7 N 6° 1. CONCRETE 4,000 PSI @28 DAYS p O TYP TYP 2. REBAR TO BE ASTM A-615 GRADE 60 W=Z i DUMMY CUP,TYP 3. WELDED WIRE FABRIC ASTM A-185 r 4. DESIGNED FOR AASHTO HS-20 LOADING "----- -- >-- - -- ---N Z------- ------------ ----------------- 1' LEACHING HOLE,TYP 5. TOP SLAB AND WALL ARE MONOLITHIC 7 TYP SIDE VIEW 15.70' TOP EL.11.50 D-BOX OP SLAB EL.11.00 z0m INV.EL=10.83. W U -- 5.00' 8.40' TOP EL.10.50 Y O Y U r —1 0 U) INTERNAL DRAIN WALL INTERNAL VOLUME DRAIN OPENINGS WEIGHT INV=10.50 PROPOSED FUJI CLEAN INV.EL=10.26 INV.EL=10.00 "- ' WALL HGT. AREA(SF) CF GAL. TOTAL SIZE ANGLE* (LB.) CENS TANK BOT EL 9.5 3 SLEACHINGTH Now o 4'-0° 68.0 128 957 48 '/.'X 6' 14° 7,675 (NO ANTI-BUOYANCY KIT INV.EL=10.33 INV.EL=10.11 GALLEYS 00i 1- NEEDED) 2 ROW OF(2) En T-6' 59.5 112 838 40 '/.'X 6' 14' 6,500 2'-0° 34.0 64 479 20 %"X 6" 14° 5,325 V-6. 25.5 48 359 16 %*X 6" 14' 4,730 BOT EL 6.50 17.0 32 239 1 12 %,X 61 14° 4,150 BOT ELEV=6.10 I.f) z LEACHING GALLEY DATA ------- = GROUNDWATER EL.2.25 a LEACHING GALLEY DETAIL 3'-6" HIGH TRAFFIC BEARING 5 SANITARY PROFILE w w 4 N.T.S 4 N.T.S U) z _ w _ Z U 0 z 1010 300 o O d a CIO a 120V AC,1¢,60 HZ,20-AMP POWER SUPPLY. i #12-AWG WITH GND IN PVC CONDUIT. - HIGH WATER ALARM WIRING AS PER MFGR IN CONDUIT. w NAI 8 SERVICE @ gCE PANEL i y o z O CONTROL PANEL ui w 3 m N CHAMBER VOLUME(GAL) a000 ¢ SCUM BAFFLE e 1 SEDIMENTATION CHAMBER 277 FUJICLEAN UNIT ELEC.SERVICE 7-le 2 ANAEROBIC FILTRATION CHAMBER 278 (SINGLE BLOWER CONNECTION 247 2 3 AEROBIC CONTACT FILTRATION CHAMBER 127 _ RECIRCULATION 4 STORAGE CHAMBER 63 ' HARDWIRE _I AIR LIFT PUMP 5 DISINFECTION CHAMBER 4 GROUND ROD O DISINFECTION TOTALVOLUME 749 I ` ~ CYLINDER(OPTIONAL) �L ( w 4"INLET I IPE 4'OUTLET PIPE SPECIFICATIONS Z A 4 �A ANAEROBIC MEDIA PPIPE FIWNG RATE 32% t O BOARD TIDE AEROBIC MEDIA PVC/PP/PE FILLING RATE 16% Z 5 FUJIMAC BLOWER AEROBIC MEDIA PPIPE FILLING RATE 57% BORII-20DRII U BLOWER 2.8 CFM EFFLUENT AIR LIFT PUMP TANK FRP INLET BA LE o O PIPING PVC/PP/PE , ELECTRICAL ONE LINE DIAGRAM ZZ uw ACCESS COVERS PLASTIC I CAST IRON Z DISINFECTANT(OPTIONAL) CHLORINE TABLETS 5 N.T.S w _ Z N Z 0 Z � U RECIRCULATION PIPE FLOW BAFFLE � 112'AIR INTAKE (CLEANING OPENING) B W a w FLOW OPENING(TYP.) 4.87' ^ w 4.53" W = W^ �� PROVIDE SECONDARY PLAN VIEW ° TO PROVIDEAN OUT ACC SS TO THE yz $w SAFETY COVERS(TYP) 24"ACCESS COVER TO PROVIDE ACCESS TO THE Z ^3 20"ACCESS COVER(TYP) 20"ACCESS COVER(TYP) 24°ACCESS COVER(TYP) DISINFECTION ADAPTER FROM ABOVE(TYP) I,--I o ^o �? mg CYLINDER(OPTIONAL) 06•pq• 3 m FLOW OPENING w BOARD TYPE 7.03' P w CONTACT MEDIA 0-4 OUTLET SOLVENT WELDED TO 4'LONG STUB OF 4"SCHEDULE 40 PIP CONNECTED TO FUJI CLEAN CEN UNIT UYP) O a TOP VIEW o O90DEGREELATERAL3INLE 0 y 1 RECIRCULATION PORT ADAPTER ALL PORT > Z N 7.03' ASSEMBLY ARE4'OPENINGS 0 y ® PLAN VIEW fi2'3" o 0 D W30u) a EXTRA INLET CAPPED Q71 N�0 yWVIA4'SCHEDULE40 1.9T J oO NADAPTER 8 PLUG(TYP) �= oNNAEROBIC MEDIA 74 4.7' 0 N o AERATION ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW SIDE VIEW Ln u- s FUJICLEAN INLET ADAPTER DETAIL L0 0 6 FUJI CLEAN CEN-5 DETAIL w W 5 N.T.S 5 N.T.S = U) o�aS�FFU(k�OG}� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://wwNA,.southoldtowm.Pov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only llc 2s PERMIT NO. Building Inspector. \_l( -• ... DEC 3D ���5 Applications and forms must be filled out in their entirety:lncorriplete €_{.�g,�;l,„ ,, r.• , ;4 _applications w111 not be accepted Where the Applicant is:not the•owner.an -s� t Owner's Authorization form(Page.2)shall:be completed::. Date: j 2-3c)_2 0Z. .— OWNER(S)`OF PROPERTY: Name: 4 UFr W 6aNl(l LA �,r��zS`yL�L SCTM# 1000- Project Address: y Z,S- LAV-� ICI L/61 Sou---foi-iN JQY (' 1 q`7( Phone#: 51(Q _ Y'7 7_ Gq S2� Email: Mailing Address: 1.5 &!AbLA) PL,4-cZ— P)ASSAPFz--Q J6 NY {Z79b CONTACT PERSON Name: C(L-F—iV PgE&SL Z A-- Mailing Address: E-g (J&c,J F Phone#: Email: DESIGN PROFESSIONAL;INFORMATION Name: '—Re 05'LT- (1,F—V4 ( A L- NE_..S i ftSSZC:._ L.f-C' Mailing Address: Z�j �Slk Ih[t� L�� 500 i ki-CJL-A Phone#: (�3(- Y: '� ''P Email: �S r.� �S�F 0 `Get✓(�v� ,l j.F CONTRACTOR INFORMATION Name: Mailing Address: N1� ` B S. I Ai F` Phone#: Email: DESCRIPTION OF;PROP:OSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair CKDemolition Estimated Cost of Project: Mther IS-ITtt1L CF:- l�F�;A $ Will the lot be re-graded? ❑Yes 22 No Will excess fill be removed from premises? 21Yes ❑No ©r JNl -S � � ��LI�G� �1"4� FdiJ iv�?�`�I C SJ af'6JL FGL EScf 1 tiY PROPERTY INFORMATION Existing use of property: c. "":) Intended use of ro p �,--1 I;�t_ p-`(D .+.(FR p pe rty Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes KNo IF YES, PROVIDE A COPY. Check Box After Reading The owner/contractor/design professional is responsible for all drainage andstorm water issues as provided by Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the Budding Department for thdJssdance of a Bwlding Permit pursuant to the Budding Zone eguoothtrucion,,ofbudings,OrdinanceoftheTo addttions,alterations or-.for removal or demolition as herein described The applicant agrees to comply with all appUcable laws;ordinances,bwliling code,, housing code and regulations an&to admitauthonzed inspectors on premises and m bwlding(s)focnecessa.ry inspections False statements made here m_are punishable as a<Class A misdemeanor pursuant to Section 210.45 of the New Yo k State Penal Law._ Application Submitted By(print name): V&�(l- PgAuthorized Agent ❑Owner Signature of Applicant: Date: -So -zs CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: 1 No.01 BU6185050 COUNTY OF �;;�F�a�iL ) Qualified In Suffolk County Commission Expires April 14.2N ,�3��� N K4 I+ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Aq -oj— 1 (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 d ay of -�(�,` '� ,20 '` n\-f "Iry Notary Public PROPERTY OWNERAUTHORIZATION (Where the applicant is not the owner) I, 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 /zl ROAD ., f �, C. NN _ SITE PLAN OF PROPERTY JOE— A T KEHL DESIGN ASSOCIATES LLc (50 425 LAKE DRIVE ,�, residential & commercial design o consulting - SO UTHOLD, N Y. 11971 4 �F• P0.Box 1675 phone: 16311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net � 1000- 59. — 05-21 Kehl Design Associotes,LLC o formerly D A K Anociates,LLC OWNERSHIP & USE OF DOCUMENTS: SCALE: AS NO TED These drawings and specifications including the ideas, design and arrangements represented LOT 22 0. 4 ACRES GREAT therein, are the property of KEH' DESIGN TAX I P01VD ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection DATE: 0 (�— 30—24 with any work or project other than for which ---� -- -_ ----_ _ they have been prepared without written consent. 9 , SITE MAP� 5 . 00 / 1 / © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR / PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 8 �/ COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 5 I SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 1 .6\ SH D �E PRANG F I EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. .� � N D .M ON F 5 I W d' I I I Acceptance of these drawings does not authorize the right to \ 9 9 _��'" 9 SHD I build without the authorization of local governing agencies, such I 9 a 1 �' q 6 1 p I as Suffolk County Dept. of Health Services, Town Building IS /� 4 2 4 3 2.9 o , Departments, DEC, FEMA, etc. Verify oll conditions, codes, LP o N and requirements with such agencies prior to construction. WF 3 z \ Q C-D L I WORK NOTES: \ ( "� 6n � Z I R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF \ 9n 26 N I NEW YORK STATE \ 12 R301.1 APPLICATION BUILDINGS AND STRUCTURES, \ Je O�r I AND PARTS THEREOF SHALL BE CONSTRUCTED TO \ C�D `NE WF 4 I SAFELY SUPPORT ALL LOADS, INCLUDING DEAD \\ S�PpRG G7 SNOW LOADS LOADS, LIVE , A WIND LOADS AND SEISMIC LOADS AS P PG N D PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF G 0 \ THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH NA SYSTEMOTHAT JPROVIDESS OF SACCCOMPLETEDE L RESULT LOAD K WF 5 I PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN \ G 8.8 \ pSE� 22 7 4. 3' ��G P I z � FOUNLLJ CUGH DATION.EBUILOAD-RESISTING STRUC�TURES ENTS TO THE F � ' 9 �"`�� I CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE P DEEMED TO COMPLY WITH THE REQUIREMENTS OF vs� o NG \ PDD WOOD 12 ILLJ THIS SECTION. R301.1.1 ALTERNATE PROVISIONS CIOG 0 i AS AN ALTERNATIVE TO THE REQUIREMENTS IN Z, S'�,N z SECTION R301.1 THE FOLLOWING STANDARDS ARE N eX` � PERMITTED SUBJECT TP'"THE LIMITATIONS OF THE K o THIS CODE AND THE .IMITATIONS HEREIN. WHERE � AEG � � UJ \ ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WFFj PREP C� U , 1 THESE STANDARDS, THE DESIGN SHALL COMPLY )3 �1 1 F-_ 1 WITH THE BUILDING CODE OF NEW YORK STATE. # /,�y O �\ �� 1 \ I� 1) AWC WOOD FRAMED CONSTRUCTION MANI_JAL D L O O k-D ` \ (WFCM) \ �Q O �O �f 2) FRAMING AiSl N- PRESDARD OCRIPTIIVE MECTHOD ORRIAED EONE- co '� ^� 12 O �� WF / \ 3) ICC STANNDARDAND TWO IS ONLY DWTHE DESIGN ELLINGS ISAND23C) �\ O a T-AX LOT \1 CONSTRUCTION OF LOG STRUCTURES (ICC400) U-� C) • p I ` REV: CD ,-- m m �0 `( N�V�1 WF 8 � o \ C � 0�_G1K \�� E CD \\ Q g `� \ 3- R ' \ PROJECT: 5 Z � WF9 I REST D F[ 2 �2 0NE OF 0 i 00 425 LAKE DRIVE 25-- ��c�K ► S®U TES O D DE, 11,-4'EVJ YORK 3 O SCTM# 1000-59.-5-21 \\ DRAWING TITLE: SITE PLAN �TE 50 . 40 I NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LC) ^p DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE o XC J) WALL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL X WRF J 1 9 9 9 W I \ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIDLE FOR FIELD FIT. THE \ FL 62. 1 X WALL O 8� J 4 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR �T L� 2 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT E FEN U ---1 4 \ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1\ wRF X 4 WIR 0.9 w z Cl'- Z O SEAL: DATE: 1\ FND 1 9 2'2 11J U- U UJ �� NOV 15 2025 1410 U- a-, PROJECT NO: M°° o W I 1203-2025 HE w,Y DRAWN BY: CoLOT ,`�a kD��,f- BDK 1\ I TAX f�0 C-) � . CHECKED BY: 1 `: �w SHEEF NUMBER: \� 5 ,20 0 10 20 30 40 50 60 70 (90 90 100LOT CLEARING AREA: LOT AREA: SITE PLAN DISCLOSURE: �� �.,Q ���`` �a� S1 15,488.08 S.F. = 0.36 AC. 15 488.08 S.F. = 0.36 AC. F SITE PLAN INFORMATION IS BASED ON A LAND SURVEY 11 ,625 S.F. CLEARED 75% LOT CLEARED PREPARED BY SCALICE LAND SURVEYING 1 SOUTH BAY AVENUE, ISLIP, NY 11751 Doe NUMBER: OF 631 -957-2400 NEW YORK STATE LICENSE NUMBER 050882 SURVEY DATED 10-07-2024 p ©KFI-IL•DF.SIGN•ASSOCIATES, LLB" GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION / % w ` 0 T R A �C T 0 R N T E SGeneral Notes: 1 C . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF �� ____I``_ - �JL1__ _�I� _1 _ _ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ��` � ` GENERAL NOTES: 1 . AN studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2. FIRE SAFETY: TTTT��uL DESIGN ASSOCIATES- latest edition. L11 ,LC 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 1� , I CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR' SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box hone: 16311433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. P AND PAY ALL FEES REQUIRED BY THE GOVERNJING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICA-TED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. KehiDesiGnAssociates,LlcotormeryoAKAssaciates.uc 4, a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHAL''.L DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. a. Laminated Veneer Lumber (LVL): ACCUMULATION. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ELECTRICAL WORK SHALL BE PERFORMED BE 'PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1 ,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE 9 THE CONTRACTOR SHALL DO ALL CUTTING, PATFCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROh4 THESE PLANS IS LICENSED DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB.10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED fFOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIS [HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESIPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK: WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES I and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN (USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUT-ING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WORK NOTES: 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. AI`�Y CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, a AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY THE BUILDINGS AND STRUCTURES IN ACCORDANCE 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTEECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LAR(GE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTEC-TION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA FOUNDATION. BUILDINGS AND STRUCTURES EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS.OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �1e INCH (11mm) AND A SPAIN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED, TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILILED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMEINT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.:2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTFALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE �I� IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HIEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vuit IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (;INCHES) 1) AWC WOOD FRAMED CONSTRUCTION MANUAL d n NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, (WFCM V E3 GUARDS AND HANDRAILS 200 FASTENER TYPE PANEL SPAN 4 FEET < PANEEL 6 FEET < PANEL °FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL S 4 FEET SPANS 6 FEE:T SPAN < 8 FEET FRAMING - PRESCRIPTIVE METHOD FOR ONE- GUARD IN-FILL COMPONENTS n PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES AND Two FAMILY DWELLINGS (AISI-S230) HEIGHT AND FIRE AREA 50 NO. 8 WOOD SCREW- 3) ICC STANDARDS ON THE DESIGN AND PASSENGER VEHICLE GARAGES° a BASED ANCHOR WITH 2 16 10 8 OF NEW YORK STATE. HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH CONSTRUCTION OF LOG STRUCTURES (ICC400) HT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 NO. 10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY REV: THE VERTICAL DISTANCE FROM GRAD17 INCH EMBEDMEBASEDONT LIENGTH TH 16 12 9 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED PLANE TO THE AVERAGE HEIGHT OF UNLIIMITED AREA SLEEPING ROOMS THE HIGHEST ROOF SURFACE 3 STORY 30 Y4 INCH DIAMETER LAGSCREW- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND = AS PERR TABLE 506.2 BASEDANCHOR L 16 16 16 ASHRAE 90.1-2016 ASS PE PER CHAPTER 5 OF THE STAIRS 40c INCH EMBEDMENTLENGTH 2020 BUILDING CODE OF NEW YORK STATE. NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 milEe per hour = 0.447 m/s PROJECT: FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45-foot mean roof height. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL TOTAL HEIGHT FROM RIDGE TO GRADE 26'-94" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, CODE OF NEW YORK P L E a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panEel. ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedme_ent length of 2 inches minimum into RE 6E i�.C E LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE the building frame. Fasteners shall be located a minimum of 2Y2 inches frorm the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attmched using vibration resistent anchors ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. 425 LAKE ® �l�E OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SOUTHOLD, YORK / e N E��l i O R K c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY'EFFICIENCY,AS PER THE OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATIONJ CONSTRUCTION CODE OF NEW YORK WHICHEVER PRODUCES THE GREATEST STRESSES. SCTM# 1000-59.-5-21 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CO)DE OF NEW YORK LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA DRAWING TITLE: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 EXISTING CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mcmdatory" _ GENERAL NOTES 3. The energy rating index (ERI) approach in Section R406 FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF NEW CRAWL SPACE 1495.4 sq.ft. Lot Size - 13 368 65 sgft ����` r 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ' ,, Lot Size = 12,982 sgft�t EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a House Lot Coverage - 1512 S Ft Max Habitable House Size 2473 S Ft NOTES: NEW FIRST FLOOR 1512 sq.ft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT g q q g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOORI BASEMENTa SLAB d CRAWL _ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AHD ARE THE PROPERTY OF THE EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUEE WALL RNALUE SPACE a Garage Lot Coverage - 519.6 SgFt First Floor 2032 Sq Ft DESIGN PROFESSIONAL MiOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e RNALUE RNALUE1 RNALUE &DEPTH RNALUE Front Porch - 204.5 SgFt ry PROSECUTED TO THE FULLEST EXTENT OF THE LAW. COIJTRACTORS SHALL VERIFY ALL Second Floor o o r 441 .5 S`7 Ft FIELD COPJDIT ONS AND DIMEN IOfIS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR 441.5 sq.ft. THE PLANE OF THE TRUSS DESIGN P DMONSIONAL ASSUMES NO LIABILITY FOR OSPOIO B DUE TO UNKNOWN OR NEW BALCONY NA 4EXCEPT 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ft 10/13 _ LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE Addition Possible = O 0 SgryFt UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS `10T ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: Rear Deck - 666.5 Sq Ft `1 FORMALLY ACKPJOWLEDGED AS P,EVISIDiI TO THESE PLANS NA For - _ , foot = 304.8 mm New House Habitable Area = 2473 S Ft ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH o. R-values are minimums. U-factors and SHGC are maximums. When insulation is insstalled in a cavity which is less Total Lot Cover�dge - 2902.E SgFt q EX. GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the SEAL: DATE: NEW GARAGE 519.6 sq.ft. NOT LESS THAN 30 INCHES R-value specified in the table. NOV 15, 2025 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to allll glazed fenestration. PROJECT NO: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the horme or R-13 cavity insulation at the Max Lot Coverage = 200/ qP Cif EW interior of the basement wall. 0 - 2673.73 S Ft 1203-2025 NEWSUN DECK 66 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD N f O DRAWN BY: NEW DECK 666.5 sq.ft. "15 19" means R-15 continuous insulation on the interior or exterior of the home nor R-19 cavityinsulation at the � Q' C MEMBER DEPTH. / Lot Coverage Overage 228.9 SgFt �,'� ,�,�� �' ��y00 '� BDK COVERED PORCHES 204.5 sq.ft. interior of the basement wall. "15/19" shall be permitted to be met with R-13 caviity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the homae. "10/13" means R-10 continuous �� * NECKED BY: COVERED ENTRANCE NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavity insulation at the irnterior of the basement wall. ''A� �; ,�A DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation HEFT NUMBER: ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabbs shall not be required to Front yard setback - 35 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab "" V SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE /� CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Side yard setback = 10' <_-��OFE'ZS0` U5i684 i(IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved _ ��' ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Both side yards setbacks - 25 _ (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less thaon an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "134+5" means R-13 cavity insulation Rear yard setback - 35, UOB NUMBER: OF plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the insulation is on the interior of the mass wall. 0 KEHL-DES IGN•ASSOCIATF.S, ur .:°. SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF /% DOUG-FIR LAR(CH SO. PINE UPLIFT TWO Bd NAILS THIS SIDE OF TRUSS. PROVIDE (1) HGAtOKT ON ALLOWABLEE LOADS s LOAD /° SIDE OF CEILING JOIST Ell M ~ I FASTENERS LATERAL WITH TOTAL FOUR _ __ -_ MODEL GA UPLIFT UPLIFT 8dx,i" CODE 8d NAILS ° _ r N0. NAILS __.. I. nP� ray �_ AND ON SIDE OF RAFTER - ' TO AVG (133/160) REF. INTO TRUSS °0 ! ' �' T " ij i RAFTERS/ PLTO To TES STUDS ULT. (133) (160) F FZ (133& —— STU — / --- TRUSS m= NOTE: REFER TO SIMPSON WOOD CONSTRUCTION -_3 TAKE-SIMPSON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - Zr TAKE-UP WASHER - -= KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES — -0- residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE (UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO °� o ARTR•x12 (TOTAL) LENGTH OF B30LT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Bd NAIL o e e P0.Box 1675 phone: (631)433 9084 e MODEL GA AVG 2 INTO / o Southold, ssbn654@optonI!�e.net NO. MAX. LEAK ULT. LFTA LFTA o0 / ,0 New York 11971 p REF. PLATES � S th Id E-Mail: ssbn6S4C�o fonl'ne.nef WIDTHSPAN L OTY DIA 1�" 2" 2 " 3" 34" 1 J" 2" 2�" 3 3J" p 0 L EIGHT-' (` P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 1" 17" 38 ' i6-10d STUD NAIL J 4200 1205 1400 S, 44, 85 INTO • 24 — STUD ° OWNERSHIP & USE OF DOCUMENTS: �' o z D FIR L / S0, PINE ° FASTENERS ALLOWABLE U)PLIFT LOADS ° These drawings and specifications including the ALLOWABLE UIPL MODEL L AVG 10d 10d x 1i" CODE N0. ULT. REF. LFTA S T A o g g p tad 10d x 1}" (133 / 160) (133) (160) a ideas, design and arrangements represented ° 21 therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 12 3116 1000 840 1000 3, 41, 128 HGA10 with any work or project other than for which Mrszo o ° °20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 0° ° the have been prepared without written consent. ARTJ•x12 DETAIL "K" y p p 0 0 STU 8"— © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR LST20 CNW- DETAIL "�E" ° 20 ,z-,od 12-1od x 1 " 2383 775 720 720 3, 41 COUPLER NUT Equal number of �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL DouG.FIRNLARCH/ s ecified nails in TAKE-UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT S0. PINE COPDE TYPE OF DIRECTION p MODEL CONNEC- OF LOAD ALLOWABLE LOADS REFF. FLOOR ROOF (133/ each end Simpson Strong-Tie WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE NO. TION I ' CS16 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT ( 15 (645 1so ARTS"x12 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED G 515 645 67o LTP4 5 J 515 645 670 61 399, 97 DETAIL 11H11 EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''�'9(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT M AT HIGHEST Acceptance Of these drawings does not authorize the right t0 MODEL MACHINE AVG AT HIGHEST REF. IN VERTICAL WOOD MEMBER ALLOWABLE o° build without til6 authorization Of ICCQI governing agencies, SUCK NO. BASE BODY a ANCHOR BOLTS ULT. ALLOWABLE ° GA GA HB SB W H B SO CL DIA°'s DESIGN LOAD DESIGN ° OTY DIA 1i" 2" 2 " 3" 31" 5}" LOAD WHEN RAISED OFF ° g g THE I PLATE ° ° as Suffolk County Dept, of Health Services, Town Building HD2A 16 12 4{$" 2�" 2J" 8" 2&' 1 �' 2 �" 1z1so 1555 2055 2565 2775 2775 2760 0.058 0.077 z, 43, sz Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DIMENSIONS FASTENERS ALLOWABLE (UPLIFT LOADS g 9 P MODEL N0. AVG W L STUD ('LATE ULT. DF / SP CODE (133) (160) REF. WORK NOTES: SP4 3�" 71" 6-10d x 11" 2917 735 885 7, 40, 127 o° R301 DESIGN CRITERIA AS PER THE MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE 'TENSION LOADS CODE 2020 RESIDENTIAL CODES OF N0. GA y� L NAILS 100�R (1353) (160) REF. o° NEW YORK STATE LSTA21 20 1 " 905 1 1:205 1 1295 7, 40, 90 o° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE 'TENSION LOADS CODE R301.1 APPLICATION BUILDINGS AND STRUCTURES, NO. CA FLOOR REF. W L NAILS 100 (1353) (160) Simpson Strong-Tie STU 8"- AND PARTS THEREOF SHALL BE CONSTRUCTED TO MSTA24 18 1 24 18-1Od 1025 11370 1 1640 1 7, 40, 90 LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD TOTAL FASTENJERS ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, MODEL L SPACING REF. TAKE—UP WASHER N0. END GA CJT LENGTH (TOTAIL) � s HD2A SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS (LENGTH L (100) (133 / 160) oo• Simpson Strom TIe PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL IN A ROW son NOTE: ALL HANGERS TO BE USED ON THIS PROJECT P 9- 28-6d 1650 H6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE cs16 1so' 1a" ,6 CLEAR SPAN +3," 1235 2 1k' 7, ao, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE WITH THE PROVISIONS OF THIS CODE SHALL RESULT LY WITH NOTED, FAILURE TO COMP ALL NOTES IN A SYSTEM THAT PROVIDES A COMPLETE LOAD DIMENSIONS FASTENERS DN. —FIR FL H ) wA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "'F" PATH THAT MEETS THE REQUIREMENTS FOR THE MODEL GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100) SNOW (115) ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES ,od ,sd ULT. (133) (160) 10d 16d 10d 16d tad 16d REF. ALL LIABILITIES ON THE CONTRACTOR. ON�/�/- TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN LUS46 18 3 4 " 2 4-16d 4-16d 6076 11140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL "P' COUPLER NUT THROUGH THE LOAD-RESISTIPJG ELEMENTS To THE HUS210-2 14 3A" 9r" 2 8-16d 8-16d 6076 17755 2106 1650 1900 2065 1, 36, 84, 122 FOUNDATION. BUILDINGS AND STRUCTURES DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS ART x12 STU 8"- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE FASTENERS UPLIFT LATERAL CODE UPLIFT No. GA ULT. SIMPSON COMPLY WITH THE REQUIREMENTS OF MODEL AVG (133/160) REF. THIS SECTION, TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F FZ TAKE—UP WASHER 16o R301.1.1 ALTERNATE PROVISIONS HGA10KT 14 4-SDS}"0 " 4—SDS�%S' 1523 435 1 435 1165 940 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE ° THIS CODE AND THE LIMITATIONS HEREIN. WHERE THESE STAND , THE USE A MINIMUM OF TWO Bd NAILS THIS SHALL MTS16 MTS16 SP4 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SIDE OF TRUSS, HD2A COUPLER NUT COW SP4 WITH THE BUILDIDNG CODEDOFI NEW YORKCOMPLY / TOTAL FOUR o /• m SE A MINIMUM OF LSTA21 SIMPSON ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL 8d NAILS TWO 8d NAILS THIS ° STU �•- WFCM) INTO TRUSS SIDE OF TRUSS. o°o° ° TAKE—UP WASHER Strong-Tie I (TOTAL FOUR ° /. ® L S T A 21 2) AISI STANDARD FOR COLD-FORMED STEEL IN NAILS II FRAMING - PRESCRIPTIVE METHOD FOR ONE- To TRUSS � H U S 210-2 AND TWO FAMILY DWELLINGS (AISI-S230) __ 3) ICC STANDARDS ON THE DESIGN AND I ® CONSTRUCTION OF LOG STRUCTURES (ICC400) 8WO AIL FI I ® REV: TO ° PLATES °®° EIGHT ° TWO 0 8d NAIL INTO NAIL °o INTO IN ° DETAIL "A" STUD Simpson Strong-Tie PLATES °m° PROJECT: E%J H7 EIGHT o Pr' Sd NAIL °°°°°° DETAIL "D" DETAIL "CT" DETAIL "J" INTO STUD Simpson Strong-Tie o H7 °°° ° Simpson Strong-Tie + 6 LFTA BP ROD SYSTEM DETAIL "L" E I D �. C_ LFTA LFTA °° °° � 425 LASE DRIVE DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SOUTHOLD ALL VENT PIPES ARE 'TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 , NEW YOR 1'-O" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-O" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-59.-5-21 1'-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft, DRAWING TITLE: I ' LTP4 HOUSE ROOF AREA = 2514 sq/ft SIMPSON WINDLOAD LTP4 MAIN HOUSE V - A X R X C CHARTS & CALCULATIONS LTP4 A 2514 sq/ft / STRONG-TIE DETAILS /I = DETAIL "C" R = 2" RAINFALL = .17 ft PLUMBING DIAGRAM 2nd FLOOR 3"((THROUGH ROOF 2 Simpson Strong-Tie 13 ' THROUGH ROOF C = COEFF. = 1.0 nR O FOOR Floor-to-Floor Connections O V = 2514 x 1 x .166667 = 419 C.F. AND LTP4 DETAIL "'B" ROOF RUN-OFF CALC. LTP4 NOTES: Simpson Strong-Tie 3.. 419 / 42.25 VERTICAL FT. / FT = 9.9 V.F, THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections 3 2 Z USE (2)8' DIA. POOL 5'-0" DEEP = 10 V.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2' •. •• PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping GUEST 3" OR FIELD CONDITIONS AND DIMENSIONS AID BE SOLEY RESPONSIBLE FOR FIELD FIT. THE L S T A 3 0 2 ' BATHROOM DESIGN EEN FIELD O ASSUMES NO LIABILITY FOR BASED ONS DUE TO NTS NOT OR EQUAL TO OR GREATER THAN THE REQUIRED ,AMOUNT CALCULATED FOR EACH CASE. 419 / 22.3 VERTICAL FT. / FT = 19 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COME ENTS NOT s' FLOOR 2nd FLOOR 2 USE (4)6' DIA. POOL 5 DEEP = 20 U.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2•• 3.. 2.. .. 3.. 3• 3" 3" 3•' SEAL: (DATE: N❑ SUBSTITUTI❑NS 3 ' All framing hardware shown on these plans, 3 . POOLS TO BE PLACED ON OPPOSITE SIDE OF PRO NOVJECT O: 2025 unless otherwise indicated, is Simpson Strong-Tie, 3' KITCHEN 2.. LAUNDRY z•• 2" z" z" z' HOUSE AND/OR LEADERS TO BE PIPED TO c pF NEW 1� PROJECT No: z" ROOM GUEST a ' MASTER �` /Q No substitutions are approved or aiuthorized, BATHROOM 2" BATHROOM 2 ' POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �Q S. co 1203-2025 ° 2 ° z L) n� O DRAWN BY: Due to the relationships of framingl hardware to st ,st FLOOR o y FLOOR POOL MAINTAIN MIN. OF 20 FEET FROM SEPTIC ,��'� the other components of the structure, any framing 3 2" 3•• 2' 2' � �.�, , vryry� BDK hardware substitutions will render -these plans 3 3 SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). II t ; L E C K E D BY: null and void, and will result in the installer/contractor 3 3' assuming responsibility for the desi(gn and ' C.O., C.O, C.O C.03 4'�.O ABOVE GRADE `'.`�'�"'.\. �.; i.3�i,/ (�'C,• performance of the entire system, 4" F.A. VENT 6" ALL COVERS TO BE TRAFFIC BEARING IF LOCATED .� SHEET NUMBER: C.O. IN AREA WHERE TRAFFIC IS TO BE PRESENT. GL TO SCWA APPROVED 1�,`• �� 3 3' 4' •� 4 4' 4" CI SEWERAGE SYSTEM HOUS Ridge Strapping TRAPS IF A MULTIPLE POOL SYSTEM IS USED AROUND Detail PLUMBING RISER DIAGRAM (NTS) THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. DOB NUMBER: OF ©FEiIIrDESIGN•ASSOCIAI'ES, uc - 73 Or: -V A ✓ -% 55-6Y' 1'-0° 1'-0" 15'-9" i'-0" )'-14' )'-)4" -- )'-)4" T-8" )'-7%" T-74" 1'-7%" 1'-0" /, n, -r Lea' KEHL DESIGN ASSOCIATES, Llf o o residential & commeraal design o consulting 22" Big Foot Conc. Ftg, w/ 22" Big Foot Conc. Ftg. w/ 22" Big Foot Conc. Ftg. w/ 22" Big Foot Conc. Ftg. w/ NEW 8" Conc. Filled Sona Tube and 8' Conc, Filled Sona Tube and SEE CONSTRUCTION SEE CONSTRUCTION 8" Conc. Filled Sona Tube and SEE CONSTRUCTION 8" Conc. Filled Sona Tube and P0,Box 1615 hone: 631 433 9084 GARAGE 1- (J") "L" Shaped Rebor in center 1- (�) 'L" Shaped Rebar in center 1- (�") "L' Shaped Rebar in center 1- (r) 'L" Shaped Rebar in center p DETAIL D101 Min, 3' Belotw final Grade DETAIL D101 DETAIL D101 Southold,New York 11971 [-Mail: ssbn654�op*line.nel Min. 3' Below final Grade Min. 3' Below final Grade Min. 3' Below final Grade 4'" PC. Slab with 1l'-� 6x(6 /10 Go. WWM. 19'-4' 1'-11 " (2)#4 Rehar _Kehl Design Associates,LLC o formerly D A K Associates,LLC Over Emil Poly -- r- Vapor Barrier o -2" 13'-2" 17'-6" 17'-2' 17'-3 -8" Grade o (3)#4 Rebar Wall (3)#4 Rebar Wall OWNERSHIP & USE OF DOCUMENTS: #4 Vertical Rebar 4'-0"oc. B Ties Equally Spaced C Ties Equally Spaced o 8" P.C. Foundation I FOUNDATION These drawings and specifications including the (2)#4 Rebar GARAGE I I BUTTRESS ideas, design and arrangements represented 0 2x4 Keyway 2'-0" x 8" Conc. Ftg. 2'-0" x 8" Conc. Ftg. 1' 8' 1' 8" therein, are the property of KEHL DESIGN FOUNDATION 1 I , "t8A 2'-0" x 8" Conc. Ftg. 1 -8" x a Conc. Ft w/(4) #4 Rebar L.W. w/(4) #4 Rebar L.W. FOUNDATION DETAIL C101 9. ASSOCIATES, LLC. No part thereof shall be 1 I I 2'-0" x 8" Conc. Ftg. ^�^ " w/(4) #4 Rebar L.W. FOUNDATION w/(4) #4 Rebar L.W. copied, disclosed to others or used in connection _ _ DETAIL A101 and #4 Rebar C� 2'oc. S.W. and #4 Rebar � 2 oc. S.W. w 4 4 Rebar L.W. - 1 p �- I I FOUNDATION . -1 BUTTRESS /O # FOUNDATION and #4 Rebar @ 2'oc. S.w. DETAIL B101 and #4 Rebar @ 2'oc. with any work or project other than for which Min. 3'-0" Below Final Grade I Min. 3'-0" Below Final Grade and 4 Rebar 2'oc. S.W. DETAIL B101 I -�-DETAIL C101 # I I DETAIL B101 Min. 3'-0' Below Final Grade I S.W. they have been prepared without written consent. - - -Min. 3 -0_Be,low Final Grade 2'-0" x 8" Conc. Ftg. _ _ _ _ - - - - - - - N� L - - - - - - - -J - Min 3'-0' Below - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w/(4) #4 Rebar L.W. Final Grade and #4 Rebar @ 2'oc. S.W. I Masonry Rough Opening I Min 3'-0" Below Final Grade 1 for 8 x 8 Garage Door __ _ _ _ _ _ __ _ _ • _ _ I I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR - - -- - - - - - - - -- -- - - -- -- - - -- -- - - -- - - - - - - - - - - - - - - - - - - -. - - - - _1 r > - - - 1 PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL a Provide 1j'x18' Anchor 1 J E Provide 1%18' Anchor o 2'_p• I `� `V Bolts IMax. 32"oc. `�' =� ° Bolts Max. 32"oc. `� o COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT GARAGE I I a'-7Y• 1 E WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 4" PC. Slab with 6x6 /10 Go. M. l L --^ - _ _ 1 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT FOUNDATION J I I I Over Emil Poly Vapor Barrier E N 4"PC. Slab with 6x6 /10 Go. WWM, l o I TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED -� Over Emil Poly Vapor Barrier L - - __ - - EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. _ _ _ _ _ _ I I I 3 ' St:eel Column f--2 -T Bilco "C" no D E=TA1 L A101 I I I I NEW 3�" Steel Column NEW Foundation To 2'-0" x 8" Conc. Ftg. J I I CRAWL SPACE 2 0 o ''-8" .� CRAWL SPACE N be 1" Below w/(4) #4 Rebar L.W. I I I Main House Acceptance of these drawings does not authorize the right to Foundation and #4 Rebar C� 2'oc. S.W. 1 2'_0" Provide Stress Relief Provide Stress Relief J build without the authorization of local governing agencies, such Min. 3'-0" Below Final Grade i 2'x2'x1' Conc. Ftg. o J J r- - - - - 1 Cuts in Conc. Slab 2'x2'x1' Conc. Ftg. J Cuts in Conc. Slab To Minimize Cracks w/(3) #4 Rebar E.W. E E I I as Suffolk County Dept. of Health Services, Town Building 2_0• 1'-4" w/(3) #4 Rebar E.W. ° ° S o Co To Minimize Cracks Provide Stress Relic °' m m m D to or l r - - - - _J - - Departments, DEC, FEMA, etc. Verify all conditions, codes, Cuts in Conc. Slab I 6;" -63/° -64' 'T -68" 3' 5" -53/" '-54 and requirements with such agendas prior to construction. To Minimize Cracks I I 31" Steel Colum 31" Steel Column 3 " Steel Column ^Z' 31" Steel Column l 7 2 N - N- 2 2'-0" 2'-0" x 8" Conc. Ft ( I 3�" Steel Column �LZ vE g' FOUNDATION 1 gM1(2)1 "x91' L L Girder o (2)1 j"x94" LVL Girder o (2 1 "x94" LVL Girder o (�14"xg o ( )1 j"x94" LVL Gird r (2 l j%9�" L L irde BM " andw#44R Rebar 2'oc.WS.W. WORK NOTES: J NEW - - - - - - I DETAIL B101 I I N - cVJ - - cV - R301 DESIGN CRITERIA AS PER THE LVL Girder N � 3�" Steel Co umn IPOC Min. 3'-0" Below Final Grade 1 fr 2020 RESIDENTIAL CODES OF FOUNDATION HOUSE I _J GARAGE I y-2'_ - y-2' 0=1 2 "� I to NEW YORK STATE GARAGE I r I ( �--2'_0°� > 2'x2'xl' Conc. Ftg. I -° DETAIL B101 t x2'xl' Conc. Ftg. 2'x2'xl' Conc. Ftg. 2 x2'xl' Conc. Ftg. -' E w 3 4 Rebar E.W. °I'� o FOUNDATION I I Provide J%18" Anchor I I N w/(3) #4 Rebar E.W. w/(3) #4 Rebar E.W. /( ) # , - N /( ) # �I� R301.1 APPLICATION BUILDINGS AND STRUCTURES, w 3 4 Rebar E.W. - :_ ° Bolts Max. 32"oc. I I aX m 13'-1y" ° AND PARTS THEREOF SHALL BE CONSTRUCTED TO DETAIL A101 I I NEW NEWS N E I >Iv _ _ _ _ _ _ SAFELY SUPPORT ALL LOADS, INCLUDING DEAD 1 4" PC. Slab with 6x6 / 10 Go. WWM. 1� LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, (2)#4 Rebar I I I CRAWL SPACE: CRAWL SPACE N- ° I Over Emil Poly Vapor Barrier a, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Provide Stress Relief x m x rri (3)#4 Rebar Wall 4"PC. Slab with 6x6 /10 Ga. WiWM. 4" PC. Slob with 6x6 /10 Go. WWM. - 4" PC. Slab with 6x6 /10 Go. WWM, l 0 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF Grade 2 0" Cuts in Conc. Slab o � NI° Ties Equally Spaced THE BUILDINGS AND STRUCTURES IN ACCORDANCE o N Over 6mil Poly Vapor Barrier To Minimize Cracks Over Emil Poly Vapor Barrier Over Emil Poly Vapor Barrier N r� c� #4 Vertical Rebar 4'-0"oc• N I I _ FOUNDATION WITH THE PROVISIONS OF THIS CODE SHALL RESULT 8 P.C. Foundation IN A SYSTEM THAT PROVIDES A COMPLETE LOAD rovide Stress Relief BUTTRESS _ PATH 21'-4N I 2 x2'xl' Conc. Ftg. �`2 " Cuts in Conc. Slab ` I _ TRANSFERTOF LOADSHFRO REQUIREMENTS POINT OF ORIGIN Damp Proofing �, � I r THE A Provide x18" Anchor w/(3) #4 Rebar E.W. o J To Minimize Cracks GARAGE I I > I _ J DETAIL C101 THROUGH THE LOAD-RESISTING ELEMENTS TO THE 1 Bolts Max. 32"oc. J 2'-0" x 8" Conc. Ftg. I I FOUNDATION I I E I FOUNDATION. BUILDINGS AND STRUCTURES (2)#4 Rebar A w/(4) #4 Rebar L.W. I l 34'-7Y° ° -0" -0° 2-0" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 1 I DETAIL A101 FOUNDATION t °'m 2'-s" T8" 2x4 Weyway and #4 Rebar © 2'oc. S.W. I l x 3 Steel Column I I DEEMED TO COMPLY WITH THE REQUIREMENTS OF Min. 3'-0" Below Final Gradel DETAIL B101 �� 2'-O" x 8" Conc. Ftg. THIS SECTION. t- - - - - - - - - - - - - - - - - - - - - - -J L - - - - -- -- -- -- - - - - '- - - - - - - - - - 4" PC. Slab with I 12We Masonr Rough Qpening Masonry Rough Opening _ �� BM 2)1J"x9 LVL Girder (2)1j"x9�" LVL Gi der BM lw/(4) #4 Rebar L.W. 6x6 110 Ga, WWM. for 9x 8 Gara e Door for9x8Gara e Door - and #4 Rebar @ 2'oc. S.W. R301.1.1 ALTERNATE PROVISIONS POC - - - - - - 1 Min. 3'-0" Below Final Grade AS AN ALTERNATIVE TO THE REQUIREMENTS IN Over 65mil Poly - - -0Vaa" Barrier - - - - - - - -- - - - - - - - - - - - - I N 2- - - - - - - - - - -- - - - - - - 2'-0' x 8' C:onc. Ftg. p I PERMITTED SUBJECT TO THE LIMITATIONS OF THE SECTION 1 1 H FOLLOWING STANDARDS ARE inforced Concrete Apron o 24" Reinforced Concrete Apron o 'o o �2, �� " � w/(4) #4 Rebar L.W. `" Provide #4 Relbar " Provide #4 Rebar `" I I c ° THIS CODE AND THE LIMITATIONS HEREIN. WHERE and #4 Rebar C� 2'oc. S.W. 2_0" NEW l -I? D ENGINEERED DESIGN IS USED IN CONJUNCTION WITH i 8 Pins 2'-0"0 Pins 2'-0"oc. �l° 1 THESE STANDARDS, THE DESIGN SHALL COMPLY D I CRAWL SPACE ` . I > _ _ WITH THE BUILDING CODE OF NEW YORK STATE. Min. 3'-0" Below Final Grade o 2'-0" x 8" Co c. Ftg. 301 I I - 4" PC. Slab with 6x6 /10 Ga. WWM. I 10 1) AWC WOOD FRAMED CONSTRUCTION MANUAL FOUNDATION I w/(4) #4 Rebar L.W. I - - - - - - - - - - - - - - Over Emil Poly Vapor Barrier x IN WFCM I and #4 Rebar @ 2'oc. S.W. I L - - - - - - - - - - - - - - - - - - - ,- - - DETAIL B 101 to � 2)(AISI STANDARD FOR COLD-FORMED STEEL Min. 3'-0" Below final Grade I 16'-0" I N FOUNDATION FRAMING - PRESCRIPTIVE METHOD FOR ONE- - -- -- - - - J DETAIL B101 ( ) - - AND TWO FAMILY DWELLINGS AISI-S230 I I i 3) ICC STANDARDS ON THE DESIGN AND - - - - - �- - - - - -I - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 4- - - - - - - - 1 CONSTRUCTION OF LOG STRUCTURES (ICC 00) L 32"x 16" Vin I�Ins, I I I I 34'-i' Glass, G4iding Window I REV: I I I 2'-0" x 8" Conc. Ftg. o CDX Ext. Sheathing I 1'-8" x 8" Conc. Ftg. w/(4) #4 Rebar L.W. I N I Provide J"x18" Anchor 1 2'-0" x 8" Conc. Ftg. " g I FOUNDATION w 4 4 Rebar L.W. 2x6 Studs 16"oc. w/(4) #4 Rebar L.W. and #4 Rebar C� 2'oc. S.W. I 1 Bolts Max. 32"oc. 1 /( ) # Hurricane Strapping g C Perimeler Beom I and #4 Rebar @ 2'oc. S.W. 1 Min. 3'-0" Below Final Grade I DETAIL B101 I I and #4 Rebar 0 2'oc. S.W. 2x6 Sill and 3'-0" Below Fincal Grade Min. 3'-0" Below Final Grade 2x6 ACO SillJ/1�(2)#5 Horizontal Rebar 4" Advantech Subfloor ( 6Y" -� I '-OY' 10'-0" -4" 34'-1" -8" °'-8" 2'-0'. '-8" PROJECT: 8' PC. Foundation BCI1650 or TJI210 AJS40 x 92" @ 16"oc. #5 Vertical Rebar 36"oc. �"x 18" Anchor Bolts 32"oc. 21- " 17'-4" "� Top of Buttress To Be 12' S Below Final Erode 73'- 2 (4)[5 Rebar Spaced R E �C E4 Co Spaced _ NEW FOUNDATION PLAN- #5 pomp Proofing 24' Conc. l Reb s 425 LADE DRIVE Horizontal Rebar #5 Vertical Rebar (2)#5 Horizontal Rebar SCALE: 1/4"= V-0" SOUTHOLD, �lE ' YOR 48"x10" Conc Ftg_ SCTM# 1000-59.-5-21 48 x 10 Conc. Footing (Min. 3'-0" Below FOUNDATION Final Grade) DRAWING TITLE: BUTTRESS FOUNDATION PLAN DE:-TAIL C101 NEW KITCHEN DINING ROOM BED ROOM NEW GARAGE NOTES: THHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 36" High Handrail GARAGE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS W1 L BE as Iper NYS Code PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPOZIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIGIIS DUE TO UNKNOWN OR _ - - - - - - - - - - - UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 12'-0' M 8 "� FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2x8 AGO Floor Joisis @12"'oc. " • SEAL: DATE: (2)2x1D AGO Girder �-Hurricane Strap ing 1 NEW NEW NEW (3)#4 Rebar 1 1 NOV 15, 2025 SGr4x4 AGO os o o PROJECT N0: apdsen 4x4 Post Base "' I CRAWL SPACE o," Wall Ties "A8° Anchor Bolt CRAWL SPACE CRAWL SPACE o 8" Conc. Filled Sona Tube - (2)y4 vertical Rebar - - - -- - - - - - - - - - - - - - - -- - - - - - - FRONT PORCH FOOTING o I �F OF 1�><j�� \ 1203-2025 y t DRAWN BY: PROVIDE HURRICANE STRAPPING c�P �, 041, G� '` J. C IN ACCORDANCE WITH THC �2,' O f BDi. 22" CDia. Bi Foot - - - - - - - - - - - - - - - - -- - -- _ _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ - _ I 2020rP,E�IDORKASTA0DE0F Jy - - - - - - - - - - - - - - - - - - - - - - �� n CHECKED BY: TE g - -� - - - - - - - - - - - - - - - - - - - - � - - - - - - �- � , \L$jIiEET NUMLSE'K: Conc. Footing - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - j.. (Min. of Grade) Below ALL HEADERS ARE TO BE V Finnal Grade) � I I .C� 10'-0" l 5'-33a" 4e" '-8" °'-8" 2'-0'- -4'-10" (2)13/"X 9Y" LVL UNLESS F� 051684 ." OTHERWISE NOTED cJJ�ONP A10 D E(�K CONSTRUCTION 21'-4• 34'-l' 17'-4" -10" DETAIL L D 101 )3- NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF FOUNDATION SECTION THE 2020 LCO RESIDENTIAL CODE OF SCALE: 1/4"= V-0" NEW YORK STATE 0 KEHL•DESIGN-00CIATES, Ltc 7�4 -// 00, FAG Cl �`"_ KEHL DESIGN ASSOCIATES LLc residential & commercial desi(jn o consulting 73'-3Y" 19'-4Y" PO.Box 1675 phone: 1631I 433-9084 Y-0° 1'-0" -2" t1'-6 4" t'-7Yz° -SYa" 10'-6" t0'-6" ls'-to" —5'-gY" 2'-10Y" Southold,New York 11971 E-Mail: ssbn654�optonline.nef Kehl Design Associates,LLC o formerly D A K Associates,LLC 5-6Y° I I I OWNERSHIP & USE OF DOCUMENTS: 120-0" I 25'-3r I I These drawings and specifications including the I I I I I I I I ideas, design and arrangements represented I I N�W DECK ADDITION EXISTING LINE OF DECK LINE OF NEW DECK ADDITION _ _ - - therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be I I I I I copied, disclosed to others or used in connection I I I I I I I with any work or project other than for which they have been prepared without written consent. NE DECK ADDITION I I Iw/ t= Q © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR Deck W/ � PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL " I ' " `` ( EXISTING (LINE OF DECK I J/ NEw DECK ADDITION o 26 0 o COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT 2 0 I I NEW ADDITION G z/ w WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE z SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT NEW GARAGE ADDITION W HOUSE ADDITIO I w TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED J EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I I I I I I I ® ®1 ® ® C Acce tance of these drawin s does not authorize the ri ht to X2 v ( FWG6080I FWG12080-4 FWG6 80R FWG6080R CX15L p g g _ _ _ _ build without the authorization of local governing agencies, such 8080 OH. GARAGE DR. I Q as Suffolk County Dept. of Health Services, Town Building 7"x 18" APB HEADER 3'-3` 30'-5" 2-0" 14'-1 Departments, DEC, FEMA, etc. Verify all conditions, codes, 15-04" `� 2 2 I HEA N-GLO 2 Cn in and requirements with such agencies prior to construction. 1�hr Fire- at d oo Door and As e bl Ld s 7 -IFT CL o E w/Self-closin H ng s - e 2 Ol o WORK NOTES: 32 N R301 DESIGN CRITERIA AS PER THE cD — - - - � D e orb 3-3" 2" 3�: I I NOEW20 ORKDFNTIAL STATE W CODES OF o - - I I o z ° Master Bedroom Q R301.1 APPLICATION BUILDINGS AND STRUCTURES, CL o C AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD All Walls and Ceiling I I Living Dor LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, Kitchen s Room to be Covered with J" Type"X" I I � o Q 1® SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Fire-Rated Sheetrock i i o S o Co. o PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 1 5 D to or I' c THE BUILDINGS AND STRUCTURES IN ACCORDANCE cD N WITH THE PROVISIONS OF THIS CODE SHALL RESULT oo 1'-0" New r-- - oo 3-1" M IN A SYSTEM THAT PROVIDES A COMPLETE LOAD Garage I I ___�I --•-- I ` TRANSFERPATH TOFEETS LOADSHFROM°THEIRENTS FOR THE PONT OF ORIGIN g } i MICRO IF WINE 2680 13'-Q THROUGH THE LOAD-RESISTING ELEMENTS TO THE �- - CAB �I REF. `g 2680 o FOUNDATION. BUILDINGS AND STRUCTURES I � N a - " 2-6° a DECONSTRUCTED R ARE 15'-2Y" o O I ---- N S D e C or ------ � o� MED TO COMPLY PRESCRIBED THE REQUIREMENTS OF THIS SECTION.> Master Bathroom a ® R301.1.1 ALTERNATE PROVISIONS 7 9-9" 2'- '( AS AN ALTERNATIVE TO THE REQUIREMENTS IN - - - - - - z SECTION R301.1 THE FOLLOWING STANDARDS ARE 3'-QY" -7 3-1' Y JI 2 0" 2 a 11 PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE `a- o Cl.`o 2080 ENGINEERED DESIGN IS USED IN CONJUNCTION WITH N DBL a a N Dining OVEN <i "' Llnen THESE STANDARDS, THE DESIGN SHALL COMPLY �1 0 Room WITH THE BUILDING CODE OF NEW YORK STATE. Qf �, w Z Foyer DBL 1 Laundry � 3N Area S o Co CI' no 1) AWC WFCMWOOD FRAMED CONSTRUCTION MANUAL A�" o D e or ; ( ) l p 20-1034 DOOR _9_ � W3,D0" oq 068 Hall 2) AISI STANDARD FOR COLD-FORMED STEEL " PANTRY 1 ,� S o o FRAMING - PRESCRIPTIVE METHOD FOR ONE- STACK D to o 7"x 18" APB HEADER I 3'42" AND TWO FAMILY DWELLINGS (AISI-S230) cD AGE-i1& SHELF -'r cN 3) ICC STANDARDS ON THE DESIGN AND —� CONSTRUCTION OF LOG STRUCTURES (ICC400) ® ® CX15L CX15R ® CX155L CX155L CX155iR CX155R 3' 3' 3" � 3" 2668 ®j SM 1 ®3 SM ® SM ED SM © � _6. REV: l i o � L o , Covered Porch I 0 X 0 o c� I I IDi Bathroom Bedroom/Office o "PROJECT: M 7Y z 5 ��. 3'(0 -4" .� I II I kl' 47'� - C145L C145L C145R - - - - ... 34' 1" ® � S I LE V C I I I i 1 I I I I I I I I I B I I l ► I I I 425 LAKE DRIVE SOUTHOLD KIEW YORK " " ATTIC ACCESS -0y ' , SCTM# 1000-59.-5-21 21'-4Y" 34'-7Y" 1'-11y" -V -V 1'-102 r--- ---� DRAWING TITLE: NEW FIRST FLOOR PLAN I I IZ I I 1 3Y' 2'-0° '-5" I 8" t FIRST FLOOR PLAN " o N°TES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AI!D ARE THE PROPERTY OF THE DESIGN PROFESSIONAL W OSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW CONTRACTORS SHALL VERIFY ALL SCALE: 1/4"= 1'-0" j j FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 3, $34 I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. —-i- -t- — — — — SEAL: DATE: � I — NOV 15, 2025 I•.ol ICI PROJECT NO: ^I '-2" -10" OF DRAWN BY203-2025 PROVIDE HURRICANE STRAPPING pX'`� 0' CO O IN ACCORDANCE WITH THE `` 0 �� BDK 2020 RESIDENTIAL CODE OF . CHECKED BY: NEW YORK STATE 1 _ SHEET NUMBER: ALL HEADERS ARE TO BE X (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED �._ESSI '�•�' Al 02 STAIRWELL DETAIL NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF SCALE: 1/4"= 1'-0" THE 2020 RESIDENTIAL CODE OF NEW YORK STATE O KEHL-DESIGN•ASSOCIATES, LLC „ ---- (7 ,:•:,. ,-- Ind I{ � " l ,I{I LY '1 - ^!11 Ill - KEHL DESIGN ASSOCIATES LLC 73'_3 2 residential & commercial design o consulting 2 19'-4y” 1'-11Y" P0.Box 1675 phone: 16311 433-9084 -2" 11'-6;' t'-7Y" —5Y" 10'-6" 1o'-s" 16,-1a' S'—sY" 2'—tpY" Southold,New York 11971 E-Mail: ssbn654@optonline.ret Kehl Design Associates,LIC o formerly D A K Associates,LLC 5-6} I I OWNERSHIP & USE OF DOCUMENTS: 120'-0' I 25-�Y7" I I These I I I I I I I I I I drawings and specifications including the I I I I N�W DECK ADDITION EXISTING ILINE OF DECK LINE OF NEW DECK ADDITION - - _ - ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be I I I I I copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. NE DECK ADDITION �� I I z Y/ O w o Deck I �/ © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR " I 6'-0" I EXISTING (LINE OF DECK I J NEW DECK ADDITION o 0 PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 2 0 2ADDITION I I I / COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NEW I I C I Z w z WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 19'-4Y" -7 a° I SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT NEW GARAGE ADDITION W HOUSE ADDITIO I I w TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED z EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I I I I I I I 1® I �® 1 Acceptance of these drawings does not authorize the right to® v FW®80 I GFI FWG1®0-4 FWG6 80R FWG6080R CX15L P 9 g —— — — build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 808o OH. GARAGE DR. 4 4 3 3 3 Departments, DEC, FEMA, etc. Verify all conditions, codes, I ® I HEA N-GLO 2 ® GFI 2 ® and requirements with such agencies prior to construction. o w SL-7 -IFT ,�}� E I o 0 0 _I CL `If' 0 ® JI ® ® ® ® ® ® WORK NOTES: All,z > EI Q R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF D e or I o Master Bedroom NEW YORK STATE - - ® ® ¢ R301.1 APPLICATION BUILDINGS AND STRUCTURES, I I ® ® ® Living ® C ® AND PARTS THEREOF SHALL BE CONSTRUCTED TO ® g SCo > SAFELY SUPPORT ALL LOADS, INCLUDING DEAD O O O _ ST Kitchen Room D e or ¢ LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, ❑ ❑ ❑ o O PRESCRIBED SBY WIND THIS OCODE.ADS ATHDE CONSTRUCTION OF I I I SEISMIC LOADS AS CD 0 I I I 0- ® 000 0 THE BUILDINGS AND STRUCTURES IN ACCORDANCE 00 S o Co `" 2 WITH THE PROVISIONS OF THIS CODE SHALL RESULT New - Dor ® ® IN A SYSTEM THAT PROVIDES A COMPLETE LOAD Garage I - PATH THAT MEETS THE REQUIREMENTS FOR THE MICRO WINE ® ® ® 0 ® 02680 o 2 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN CAB REF. 0 2680 t THROUGH THE LOAD-RESISTING ELEMENTS TO THE II ---- - _-- G G I FOUNDATION. BUILDINGS AND STRUCTURES ❑ Door ❑ Door SmlokW Co ------_ o I i CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE O O I D e or 3 CJ z DEEMED TO COMPLY WITH THE REQUIREMENTS OF > THIS SECTION. Master Bathroom a ` R301.1.1 ALTERNATE PROVISIONS z ® z l 4 ® ® ® ® 0 ® ® ® 2 > — - - - - — AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE Y z I � LJ ¢ 11 PERMITTED SUBJECT TO THE LIMITATIONS OF THE m w� I D D 2068 THIS CODE AND THE LIMITATIONS HEREIN. WHERE N ctB o I a Cl.N Dining Linen ENGINEERED DESIGN IS USED IN CONJUNCTION WITH OV Q Room THESE STANDARDS, THE DESIGN SHALL COMPLY w� WITH THE BUILDING CODE OF NEW YORK STATE. z a I 068 Foyer CI p 1) AWC WOOD FRAMED CONSTRUCTION MANUAL a DBL 1 Laundry 00 WA H D Area ® ® ® Doe or - A'I DOOR Area I � 110 22 (WFCM) Hall 2) STANDARDAISI - PRES EOCRIP ICOLD-FORMED TOD FOR EONE- PANTRY ® I ® STACK 3 ® SrQCo FRAMING " 9080 OH. GARAGE DR. 9080 OH. GARAGE DR. I 3 I 1 N D e or AND TWO FAMILY DWELLINGS (AISI-S230) SHELF ® ® 3) ICC STANDARDS ON THE DESIGN AND 3080 CONSTRUCTION OF LOG STRUCTURES (ICC400) ® ® ® ® CX15L GFICX15R ® GFI CX155L 3" CX155L 3" CX155R 3" CX155R GFI 2668 SIM I ®3 SM ® SM i5 SM NO \\� REV: I I I ® I o® e Covered Porch e ® V . _ _ D1 0 � c� I D Bathroom Bedroom/Office 0 I \ ( I ( o PROJECT: I I I I ' �. I VIME� r.. N I i I I I II 11, 0" 7414'-V2" �11Y" -- - - C145L C145L C145R � ® R 't.✓ E C -0 10'-0" 1 5'-4' '-1Qr2 I� �-03/° 11'-5�' 4-2N 425 LAKE DRIVE 21'-4%4* 34'-1Ya" 1'-11� -W2" -PY2" S O U T H O L D, N EW Y O R E 5'-11� 17'-4' 73- SCTM# 1000-59.-5-21 DRAWING TITLE: B C NEW FIRST FLOOR 1 1 REFLECTIVE CEILING PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, COIJTRACTORS SHALL VERIFY ALL FIELD CONDITONS AND DIMENSIONS AND BE SOLEY RESPONSIPLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS EASED UPON COMMENTS HOT � WALL MOUNTED LIGHT OUTLET 110V OUTLET FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS ® HANGING LIGHT OUTLET (� SEAL: DATE: `ft'TV 110V OUTLET FOR TV NOV 15, 2025 V ECEILINGPLAB SGHT CE MOUNTED CEILING `H'GFI 110V OUTLET GFI PROTECTED PROJECT NO: FIRST FLOOR REFLECT (� , �EOFN�' 1203-2025 ® 4" RECESSED LIGHTS `I-f'REF 110V OUTLET REFRIGERATOR PROVIDE HURRICANE STRAPPING c��� J. f� DRAWN BY. SCALE: 1/4"= 1'-O" IN ACCORDANCE WITH THE O�� O BID LED SECURITY LIGHTS 110V OUTLET STOVE `1� vo STOVE 2020 RESIDENTIAL CODE OF �. '� L NECKED BY: NEW YORK STATE EM SUPPLY AIR �I HEET NUMBER: FROM HVAC UNIT IN FLOOR ALL HEADERS ARE TO BE ® SUPPLY AIR (2)1 4"X 9Y" EVILTED 4 AlOM HVAC UNIT IN CEILING OTHERWISE NOTED "'� .- I!-�� - I 03 ® SUPPLY AIR FROM HVAC UNIT IN WALL NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER7 OF ® RETURN AIR TO HVAC UNIT THE 2020 IN CEILING RESIDENTIAL CODE OF RETURN AIR TO HVAC UNIT � NEW YORK STATE IN WALL HIGH LOW) ©KEHL-DESIGN•ASSOCIATI S, uc �-2' 94 16'-il4 � - fl - �iJ� iC-10%" 91- 10'-10� =�- - — r Ltd 1 `ICI m i1LI� ® ® 21 CX15R CX15R CX15L CX15R CX15R CX15L — — — — �— KEHL DESIGN ASSOCIATES, LLc residential & commercial design o consulting 1 I R Q T2'- 05M Ell I `Q o ® P0.Box 1675 phone: 16311 433-9084 N I N M Southold,New York 11971 E-Mail: ssbr16540coptonline,net _�Q Bedroom I a BEDROOM N Kehl Design Associates,LLC o formerly D A K Associates,LLC r J M OWNERSHIP & USE OF DOCUMENTS: - - - - I N M r �: > 1 R Q 3Y" 3'-3" 2" ( a ® ® These drawings and specifications including the I I -'Srr�oKXCo � WALL MOUNTED LIGHT OUTLET � 110V OIUTLET 12'-6Y" D e or HANGING LIGHT OUTLET OTV 110V OIUTLET FOR TV I ® Sr °e (Corideas, design and arrangements represented therein, are the ro ert of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 2680 copied, disclosed to others or used in connection 2680 2680 SURFACE MOUNTED CEILING 110V OIUTLET GFI PROTECTED 2680 I I LIGHT OR 6" RECESSED LIGHTS GFI ( with any work or project other than for which I > -14" I ' ® they have been prepared without written consent. — — c 0 o o ® 4" RECESSED LIGHTS `Ft'REF 110V OIUTLET REFRIGERATOR Q p F ® 5 T HALL o LED SECURITY LIGHTS 110V ODUTLET STOVE I BATH — — — — J Bathroom N or J ® © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR (— Hall r o ® Attic PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL CE SUPPLY AIR I 0 Access COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ' FROM HVAC UNIT IN FLOOR I ® WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 2680 T 3Y2 ® SUPPLY AIR I 2680 S o Co SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 1/ FROM HVAC UNIT IN CEILING I 5 D�or TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED t68O SUPPLY AIR I5 ® 5 ® EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Hall FROM HVAC UNIT IN WALL 2Q I® _2� RETURN AIR TO HVAC UNIT HALL N") J� IN CEILING V) 2680 RETURN AIR TO HVAC UNIT Acceptance of these drawings does not authorize the right to IN WALL I ¢ S o Co build without the authorization of local governing agencies, such Bedroom --a'-7y" nQ N �' SD to ro A I BEDROOM D" °r Q A as Suffolk County Dept. of Health Services, Town Building > o Cl, 1 I > o 1 Departments, DEC, FEMA, etc. Verify all conditions, codes, A I N �, a I Q o ® and requirements with such agencies prior to construcfion. Q o , I ® ® LO 5 ® WORK NOTES: 13 9Y," R301 DESIGN CRITERIA AS PER THE CX15L 3" CX15L 3" CX15R CX15L SM CX15L S CX15R NOEW 20 YO KIDSTATEL CODES OF ®1 SM S 1C-104 ""1i M ®2 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO -94" -1" '0'-10" SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 21 9 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD SECOND FLOOR REFLECTIVE CEILING PLAN PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN SECOND FLOOR PLAN THROUGH THE LOAD—RESISTING ELEMENTS TO THE SCALE: 1/4" = V-0" £ FOUNDATION. BUILDINGS AND STRUCTURES SCALE: 1/4"= V-0" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE I DEEMED TO COMPLY WITH THE REQUIREMENTS OF FIRSTFLOOR THIS SECTION. ANDERSEN WINDOW AND DOOR SCHEDULE ROUGH OPENINGS (SET @ 8 ' -0 " TO MATCH DOORS) R30 AS AN AN ALTERNATE PROVISIONS ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDERING PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH SCREENS REMARKS ENGINEERED DESIGN IS USED IN CONJUNCTION WITH _#11 400 CASEMENT FIRST FLOOR CX15L 2'-7 "x 4'-11 2'-8"x 5-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING THESE STANDARDS, THE DESIGN SHALL COMPLY 2 400 CASEMENT FIRST FLOOR CX15R 2'-7 "x 4'-11 2'-8"x 5'-0 Of WHITE INSTALLED W1 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING WITH THE BUILDING CODE OF NEW YORK STATE. #31 400 CASEMENT FIRST FLOOR CX15L 2'-7 "x 4'-11 2'-8"x 5'-08" WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1) AWC WOOD FRAMED CONSTRUCTION MANUAL #4 400 CASEMENT FIRST FLOOR CX15L 2'-7 "x 4'-11 2'-8"x 5'—Of WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING (WFCM) 5 400 CASEMENT FIRST FLOOR CX15R 2'-7 "x 4'-11 2'-8"x 5'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 2) AISI STANDARD FOR COLD—FORMED STEEL 6 400 CASEMENT FIRST FLOOR CX15R 2'-7"'x 4'-11 2'-8"x 5'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING FRAMING — PRESCRIPTIVE METHOD FOR ONE- 7 400 CASEMENT FIRST FLOOR C145L 2'-0 "x 4'-4 " 2'-0 "x 4'-5 " WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING AND TWO FAMILY DWELLINGS (AISI—S230) 8 400 CASEMENT FIRST FLOOR C145L 2'-08"x 4'-416' 2'-0 "x 4'-5 " WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 3) ICC STANDARDS ON THE DESIGN AND 9 400 CASEMENT FIRST FLOOR C145R 2'-01% 4'-4 2'-0 % 4'-5 " WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING CONSTRUCTION OF LOG STRUCTURES (ICC400) 1 400 CASEMENT FIRST FLOOR CX15L 2'-71% 4'-118" 2'-8"x 5'-0 WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 11 400 AWNING FIRST FLOOR A21v 2'-0 % 2'-0 " 2'-0 "x 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING REV: 1 400 AWNING FIRST FLOOR A21v 2'-08""x 2'-04" 2'—OJ% 2'—OK WHITE INSTALLED W1 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 11 400 AWNING FIRST FLOOR A21v 2'-01% 2'—OJ" 2'-0 % 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION , VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1 400 AWNING FIRST FLOOR A21v 2'-08"x 2'—OA" 2'—O "x 2'-0 " WHITE INSTALLED W1 3" SUPPORT MULLION , VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1 400 AWNING FIRST FLOOR A21v 2'-0 "x 2'-0 " 2'-0 % 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION , VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1 400 CASEMENT FIRST FLOOR CX15L 2'-7 % 4'-11 " 2'-8"x 5'-5 " WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 1 400 AWNING FIRST FLOOR AX281 Venting 2'-7""x 2'-7 " 2 —8 x 2 —8 WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PROJECT: PRE SLE FIRST FLOOR EXTERIOR DOORS REST D E !"C' E VERIFY ALL DIMENSIONS, HARDWARE AND OPTIONS WITH OWNER PRIOR TO ORDEERING DOOR NUMBER MANE. DOOR SERIES MODEL DOOR LOCATION DOOR UNIT UNIT DIMENSIONS WxH ROUGH OPENINGS WxH COLOR REMARKS 425 LAKE DRIVE CLOPAY T.B.D. T.B.D. FIRST FLOOR 9080 DR. 9'-0"x 8'-0" 9'-3 % 8'-2" T.B.D. VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING CLOPAY T.B.D. T.B.D. FIRST FLOOR 9080 DR. 9'-0"x 8'-0" 9'-3 % 8'-2" T.B.D. VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SOUTHOLD, NEltr` YORK THERMA TRU T.B.D. T.B.D. FIRST FLOOR 3080 DR. 3'-1 "x 8 -2 3'_3'-2 "x 8'-2 " T.B.D. VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG6080R 5'-11 % 7'-11 " 6'-0"x 8'-0" WHITE VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG6080R 5-111% 7'-11 " 6'-0"x 8'-0" WHITE VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SCTM# 1000-59.-5-21 ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG12080 11'-9% 7'-11 " 11'-9 �fx 8'-0" WHITE VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ANDERSEN 400 FRENCHWOOD FIRST FLOOR FWG6080L 5'-11 % 7'-11 "' 1 .1-0% 8'-0" WHITE VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING DRAWING TITLE: CLOPAY T.B.D. T.B.D. FIRST FLOOR 8080 DR. 8'-0"x 8'-0" 8'-3 % 8'-2' T.B.D. VERIFY ALL GRILLE, HAXRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING NEW SECOND FLOOR PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SECOND FLOOR- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ANDERSEN WINDOW AND DOOR SCHEDULE ROUGH OPENINGS (SET @ 8 ' —0 " TO MATCH DOORS) UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DATE: WINDOW NUMBER SERIES WINDOW TYPE WINDOW LOCATION WINDOW UNIT UNIT DIMENSIONS WxH MIN. ROUGH OPENINGS WxH SCREENS REMARKS NOV 15, 2025 18 400 CASEMENT SECOND FLOOR CX15L 2'-71% 4'-11 V 2'-8"x 5'-0 " WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PROJECT NO: #19 400 CASEMENT SECOND FLOOR CX15L 2'-74% 4'-11 q" 2'-8"x 5'—Ogg" WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING �Qf �F r 1203-2025 #20 400 CASEMENT SECOND FLOOR CX15R 2'-71% 4'-11 S7" 2'-8"x 5'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING �,� .�✓ #21 400 CASEMENT SECOND FLOOR CX15L 2'-71% 4'-117" 2'-8"x 5'-09" WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING PROVIDE HURRICANE STRAPPING Gj� A J. co yna DRAWN BY: #22 400 CASEMENT SECOND FLOOR CX15R 2'-7 "x 4'-11 2'-8"x 5'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING IN ACCORDANCE WITH THE ��� �� 'Y0o �f BDK #23 400 CASEMENT SECOND FLOOR CX15R 2'-71% 4'-11 2'-8"x 5'—Ogg" WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING 2020 RESIDENTIAL CODE OF ;y; ,M1 �'I CHECKED BY: #24 400 AWNING SECOND FLOOR A21v 2'-08"x 2'-0A" 2'-0 "x 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING NEW YORK STATE #25 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'-08"" 2'-0 % 2'-08" WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING SHEET NUMBER: #26 400 AWNING SECOND FLOOR A21v 2'-0 % 2'-0 " 2'-0 % 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING ALL HEADERS ARE TO BE _\ r #27 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'—OA" 2'-0 % 2'-0 " WHITE VERIFY ALL GRILLE, HAFRDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING (2)13/"X 9Y" LVL UNLESS AWNING SECOND FLOOR A21v 2'-0 "x 2'-0 " 2'-0 "x 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING OTHERWISE NOTED #28 400 A fi Al1 04 #29 400 AWNING SECOND FLOOR A21v 2'-0 "x 2'-0 " 2'-0 % 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING w r #30 400 AWNING SECOND FLOOR A21v 2'—OA"x 2'-0A" 2'-0 % 2'-0 " WHITE INSTALLED W 3" SUPPORT MULLION, VERIFY ALL GRILLE, HARDWARE AND OTHER OPTIONS WITH OWNER PRIOR TO ORDERING NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE O KEHL-DESIGN-ASSOCIATES. Iic - a1 / T KEHL DESIGN ASSOCIATES LI_C residential & commercial design o consulting PO.Box 1675 phone: 1631)433-9084 Southold,New York 11971 E-Mail: ssbn650optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC 5'- OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection With any work or project other than for which they have been prepared without written consent. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL DECK DECK DECK DECK COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE B SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT C 1 £ TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. LOWER FASCIA LOWER FASCIA LOWER FASCIA LOWER FASCIA LOWER FASCIA AND UPPER RAKE LINE Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such — LINE OF WALL F_ LINE OF WALL LINE OF WALL LINE OF WALL LINE OF WALL LINE OF WALL as Suffolk County Dept. of Health Services, Town Building lrvrolrlrolrlry c�lr�lo ZrrrlrZ7rZ_7 ZrizrrUl�l_r T��r Tr11�r�1rUr r/1rL71�711U IL711%11U1�711— Departments, DEC, FEMA, etc. Verify all conditions, codes, J and requirements with such agencies prior to construction. Q I Iw Q I QI� �Q U < o'fY1t{, I I U I w CD I WORK NOTES: i I I l a- U_ ( w Q r I� i o�/, �I I�� I R301 DESIGN CRITERIA AS PER THE W JY I U I p I J E Z(J Pz a I/, 2020 RESIDENTIAL CODES OF o Q I _ Ikl I P�11: IW J� /,J NEW YORK STATE J � I Q✓ I �a- I< I (� o I w �� /o I I f� R301.1 APPLICATION BUILDINGS AND STRUCTURES, < � I �o I t/Z I AND PARTS THEREOF SHALL BE CONSTRUCTED TO w I wr I C J I I SAFELY SUPPORT ALL LOADS, INCLUDING DEAD %I LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, w I SNOW LOADS WIND LOADS AND SEISMIC LOADS A SQ Q � 0 � � I I I J ` / PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF o,it 1 ,I I / Q ` I V I THE BUILDINGS AND STRUCTURES IN ACCORDANCE YYf'j + I / J w WITH THE PROVISIONS OF THIS CODE SHALL RESULT z� I I / w I�' �9\� �I { oQ I Y IN A SYSTEM THAT PROVIDES A COMPLETE LOAD o(I \ j/ �� Gf PATH THAT MEETS THE REQUIREMENTS FOR THE I/I w TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN I/ �0 I THROUGH THE LOAD-RESISTING ELEMENTS TO THE � UILDINGS AND STRUCTURES _ CONSFOUNTRUCTED BAS PRESCRIBED BY THIS CODE ARE / I IJ \� �/ I DEEMED TO COMPLY WITH THE REQUIREMENTS OF / I Q I U THIS SECTION. I I / 1�� RIDGE RIDGE _ _ RIDGE, _ _ _ I _ NI I/ I �- - - i TO - - - - - - - - - - - - - - -- ' - - - - - - - -�-- - - - - - - - - ,/� I R301.1.1 ALTERNATE PROVISIONS wI �� I \\ I Iz �� `� I� I SECTIONAS AN ALR301.1 THE VE TFFOLLOWNG STANDARDS O THE REQUIREMENTS ARE w� � I �I/J I \ I I� �,{ I I PERMITTED SUBJECT TO THE LIMITATIONS OF THE Q/ I w;/ 1 ��\ I I t / \ % J w THIS CODE AND THE LIMITATIONS HEREIN. WHERE gI o/I �j I Q �� �� `� �Q I Y ENGINEERED DESIGN IS USED IN CONJUNCTION WITH L�VI w I w I d7\ I v a �� THESE STANDARDS, THE DESIGN SHALL COMPLY L Q I �� Do I WITH THE BUILDING CODE OF NEW YORK STATE. �I Z O F.i� I \�� UJ w J%' Q I F�. f w c� '/ w w� /z a 1 AWC WOOD FRAMED CONSTRUCTION MANUAL o) N t o �� CL Al Z� � \ �J I ) (WFCM) J ( I Q ? 2 AISI TAN — I� ) STANDARD FOR COLD FORMED STEEL A w I�,� I � I i � I � i � oaI N I I L� 10 I I FRAMING — PRESCRIPTIVE METHOD FOR ONE— Q I �o AND TWO FAMILY DWELLINGS (AISI—S230) z I Q 3) ICC STANDARDS ON THE DESIGN AND I o I r CONSTRUCTION OF LOG STRUCTURES (ICC400) I J I �ZT1Z ZT1Z �Z�� Z��ZTIZZ�ZT�Tf1�Z��ZT1Z��.Z,EIZ f/ L/1Z-T1Z — — — — LINE OF WALL —I— — — LINE OF WALL — — — INE OF WALL I LINE OF WALL LINE OF WALL I � REV: I I I U I I � D GARAGE DOOR FASCIA GARAGE DOOR FASCIA a 1 J w I Q i C5 < iI I Q N 01 a �� Q of t o C9 o I UJ � a_ � �I z a :PROJECT: - - - - - - - - _ - - - L - - - - - - - - - - - -- -- - - - - - - - - - - - - - ��J� �_J I I I P l LE FIRST FLOOR PORCH FASCIA FIRSIT FLOOR PORCH FASCIA /�/��U1 L/___!L U11�Z/1 L/�� L/1 L/1 L i� i LINE OF WALL I LINE OF WALL — — UPPER RAKE LINE 425 LAKE DRIVE B SOUTHOLD, t'JIEW YORK 1 1 ROOF PLAN SCTM# 1000-59.-5-21 DRAWING TITLE: SCALE: 1/4"= V-0" EXISTING ROOF PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS R1'-L BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMIS TIS DUE TO U'! NOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT � WALL MOUNTED LIGHT OUTLET 110V OUTLET FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ® SEAL: DATE:HANGING LIGHT OUTLET 110V OUTLET FOR TV TV NOV 15, 2025 SURFACE MOUNTED CEILING GFI 110V OUTLET GFI PROTECTFED PROJECT NO: LIGHT . �E OF t'irkjly 1203-2025 (� ® 4" RECESSED LIGHTS `N'REF 110V OUTLET REFRIGERATO)R � t� 0• co �� DRAWN BY: PROVIDE HURRICANE STRAPPING ip �f BDK LED SECURITY LIGHTS 110V OUTLET STOVE IN ACCORDANCE WITH THE t ` _ .:A1 y STOVE 2020 RESIDENTIAL CODE OF r ''^�" `' D BY: NEW YORK STATE SHEET NUMBER: F L HEADERS ARE TO BE FO,a 051684 104T 9%" LVL Ur1LESS OTHERWISE NOTED \`'� SSIQNA� 10 5 NOTE: PROVIDE FIRE BREAKS DOB NUMBER: OF AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 REIIL•DESIGN•ASSOCIATES, LLC - , €l5_TLT J 1 _ KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF PO.Box 1675 phone: �631�433-90S4 NEW YORK STATE Southold,New York 11971 E-Mail: ssbn654Oopfonli.ne.nef ALL HEADERS ARE TO BE Kehl Design Associates,LLC o formerly D A K Associates,LLC (2)1 a"X 9Y" LVL UNLESS - —""- OTHERWISE NOTED OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the NOTE: PROVIDE FIRE BREAKS ideas, design and arrangements represented AS PER therein, are the property of KEHL DESIGN THE 2020 ASSOCIATES, LLC. No part thereof shall be RESIDENTIAL CODE OF copied, disclosed to others or used in connection NEW YORK STATE with any work or project other than for which they have been prepared without written consent. '' �� I E COPYRIGHT 2024 KEHL DESIGP! ASSOCIATES, LLC. ALL FLOOR I PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED N EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 12'-9� MIN. DISTANCE REQUIRED 15'-0" WORK NOTES: 11Y M'H. DISTANCE NEQUIRED o LOT LINE o ACTUAL DISTANCE T ' R301 DESIGN CRITERIA AS PER THE LL 11'-7," 2020 RESIDENTIAL CODS OF ACTUAL DISTANCE TO LOT LINE NEW YORK STATE L=11]L R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD WEST ELEVATION PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES SCALE: 1/4" = 1'-0" CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ILIWLLil REV: 5 5 a ,PROJECT: P R E%S.0� LLE ILJ hill - - - RECADr 425 LAKE DRIVE 5 SOUTHOLD, 11EW YORK SCTM# 1000-59.-5-21 DRAWING TITLE: 12'-9 a" ELEVATIONS MIN. DISTANCE REQUIRED —— — AS NOTED - - -- — 10'-3fY,fi 19 4" �l — — MIN. DISTANCE REQUIRED ACTUAL DISTANCE TO LOT LINE 10' ` NOTES: [LLL ACTUAL DISTANCE TO LOT LINE THESE PLAINS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CCHTRACTORS SHALL VERIFY ALL rT Ll[1] T1 N OF PROPER FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPOINSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: NOV 15, 2025 PROJECT NO: OF�C���. 1203-2025 S O�sy J. CO ��,^ DRAWN BY: EAST ELEVATION ' 4, � .� -> B°K r �''� :.. �HECKED BY: SCALE: 1/4"= 1'-0" ~ SHEET NUMBER: 2'ss(00' A, O r DOB NUMBER: OF ©KEHIr DESIGN•ASSOCIATES, uc /j"01 . %. [III � ' - ❑ i E ' KEHL DESIGN ASSOCIATES LLc residential & commercial design o consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonlilne.net Kehl Dasign Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OP DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which 1A they have been prepared without written consent. ❑ ED ❑ ❑ ❑ ❑ © COPYRIGHT KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR ❑ �' PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, Il II I�I III III II I Acceptance of these drawings does not authorize the right to I build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. WORK NOTES: 17'_gy R301 DESIGN CRITERIA AS PER THE MIN. DISANCE REQUIRED 2020 RESIDENTIAL CODES OF- "8' ACTUAL DISTANCE TO FRONT LOT LINE NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE NORTH ELEVATION FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. SCALE: 1/4"= 1'-0" R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: ILLL PROJECT: P5 =C '� r E ix! C'.0E 425 LtAE DRIVE SOUTHOLD, VIEW YORK SCTM# 1000-59.-5-21 DRAWING TITLE: ELEVATIONS AS NOTED - NOTES: 15-11' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE MIN, DISTANCE REQUIRED DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFFINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 25-2" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THL ACTUAL DISTANCE TO FRONT LOT LINE DESIGN PROFESSIONAL ASSUMES NO LIABPJTY FOR OMMISIOIiS DCE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: 3'-8' ACTUAL DISTANCE TO FRONT LOT LINE NOV 15, 2025 PROJECT NO: OF DRAWN BY203-2025 PROVIDE HURRICANE STRAPPING ` 0 �- IN ACCORDANCE WITH THE p�� ' �G/,\ � BDK 2020 RESIDENTIAL CODE OF �'-f `lU, f' r ECKED BY: NEW YORK STATE VAT I O N , v 4.; HEEF NUMBER: SOUTH ELE ALL HEADERS ARE TO BE � �, cam, (2)13/a"X 9%" LVL UNLESS 6�¢ ,U SCALE: 1/4 — 1—0 A202 OTHERWISE NOTED '�� ��• `��F£SS10�1a� NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE O KEHL-DESIGN-ASSOCIATE S, LLc RIDGE VENT — HURRICANE STRAPPING 14"x18" LVL BEAM ARCHITECTURAL GRADE 14"x11 RIDGE I� r1V/ ,r,. ROOF SHINGLE 30# Felt is CDX EXT. ROOF SHEATHING _ KEHL DESIGN ASSOCIATES LLC RIDGE VENT residential & commercial design o consulting 2x10 RAFTERS 16"oc. J"CDX HURRICANE STRAPPING 1 "x11 j" RIDGE 12" FLYRAFTERS CONSTRUCTED 14"x9�" LVL BEAM , ARCHITECTURAL GRADE OF 2X6 WITH E&CB AZEK ON ROOF SHINGLE PO.Box 1675 phone: (631)433-9084 UNDERSIDE Southold,New York 11971 E-Mail: ssbn6540optonline.net HURRICANE STRAPPING 2X8 16"oc. CEILING BEAMS 30# Felt 2X4 ON FLAT 16"oe• R" CDX EXT. ROOF SHEATHING 2x10 RAFTERS 16"oc. Kehl nesign associates,ttc o formerly D a K associates,trc 8" FASCIA — I 17" OWNERSHIP & USE OF DOCUMENTS: Bedroom 12" VENTED SOFFIT (SEE DETAIL) SECOND FLOOR I CDX I These drawings and specifications including the IWINDOWS TO Hall CL ideas, design and arrangements represented DOUBLE 2x6 PLATE I BE SET AT R"CDX EXT. SHEATHING I therein, are the property of KEHL DESIGN R-21 INSULATION I 8—0 x I ASSOCIATES, LLC. No part thereof shall be 2x10 FALSE RAFTERS oc. copied, disclosed to others or used in connection 2x6-16" oc WALL STUDS 16"oc. with any work or project other than for which J" CDX SHEATHING I BEAM "A" SEE DETAIL I ( R-21 INSULATION BEAM "A" DETAIL �1-0� I they have been prepared without written consent. BLUESKIN HOUSEWRAP ( 7" 4"x 8" HARDI—PLANK (6" EXP) 2x6 RAFTERS 16"oc. 4" ADVANTECH SUBFLOOR I I HURRICANE STRAPPING 2x6 PLATE I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 1�" RIMBOARD — 11 ALLJOIST 25 SERIES 16"oc. 8" FASCIA x J oc. I COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 8" FASCIA - SOLID WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE HURRICANE STRAPPING BLOCK — R-21 INSULATION SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 7"x t8" APB HEADER TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 24" VENTED SOFF.T (SEE DETAIL) R-7 — -- — — —— _ — � � _ _ _ - = — —R-30 AZEK WRAPPED POST 12'-6� 12'-6� INsuLArlorJ_ — — — — — — — — — iNsu>LA¶oN EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DOUBLE 2x6 PLATE � .— — 6x6 ACQ POST DOUBLE 2xl6 PLATE Laundry 2x6-16" oc WALL STUDS Garage R-21 INSULATION 0 2x6-16" oc WALL STUDS Area Kitchen CDX SHEATHING " CDX SHEATHING WINDOWS TO FIRST FLOOR Acceptance of these drawings does not authorize the right to ALL WALLS AND EI LNG FIRST FLOOR ' FIRE BLOCKING— o ARE TO BE COVERE D WITH BLUESKIN HiOUSEWRAP WINDOWS TO BE SET AT BE SET AT build without the authorization of local governing agencies, such BLUESKIN HOUSEWRAP — TYPE "X" FIRE R TED J"x 8" HAR'DI—PLANK (6' E P) 8'-0" 8 _0 as Suffolk County Dept. of Health Services, Town Building ill 8" HARDI—PLANK 6" EXP SHEETROCK 9 ALLJ IST 25 SERIES � ( ) Departments, DEC, FEMA, etc. Verify all conditions, codes, 16"oc• and requirements with such agencies rior to construction. R-21 INSULATION HURRICANE STRAPPING 4" ADVANTECH SUBFLOOR g p HURRICANE STRAPPING 2x6 PLATE W (2)2x6 ACQ PLATES (2)1�"x9� LVL GIRDER" K NOTES: R301 DESIGN CRITERIA AS PER THE 8" "x 18" Anchor eolis 32"oc. J"x 18" Anchor Bolts 32"oc. "x 18" Anchor Bolts 32"oc. 2020 RESIDENTIAL CODES OF SEE GARAGE FOUNDATION NEW YORK STATE DETAIL A101 SEE FOUNDATION - ; SEE FOUNDATION SEE FOUNDATION DETAIL B101 DETAIL B101 34" STEEL COLUMN DETAIL B101 PROVIDE HURRICANE STRAPPING R301.1 APPLICATION BUILDINGS AND STRUCTURES, IN ACCORDANCE WITH THE AND PARTS THEREOF SHALL BE CONSTRUCTED TO 2020 RESIDENTIAL CODE OF SAFELY SUPPORT ALL LOADS, INCLUDING DEAD -6—� NEW YORK STATE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS l'-8" x 8" CONC. FTC. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF W//(4) #4 REBAR L.W. ALL HEADERS ARE TO BE THE BUILDINGS AND STRUCTURES IN ACCORDANCE CROSS SECTION A AND R4 REBAR @ 2'oc, S.W. �2-0 (2)L%,,"X 9Y" LVL UNLESS WITH THE PROVISIONS OF THIS CODE SHALL RESULT MIN 3'-0" BELOW FINAL GRADE OTHERWISE NOTED IN A SYSTEM THAT PROVIDES A COMPLETE LOAD 301 'x2'xl' CONC. FTG. PATH THAT MEETS THE REQUIREMENTS FOR THE SCALE: 1/4"= V-0" W/(3) #4 REBAR E.W. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN CROSS SECTION NOTE PROVIDE FIRE BREAKS THROUGH THE LOAD—RESISTING ELEMENTS TO THE B AS PER FOUNDATION. BUILDINGS AND STRUCTURES THE 2020 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE RESIDENTIAL CODE OF DEEMED TO COMPLY WITH THE REQUIREMENTS OF SCALE: 1/4"= V-0" 3 01 NEW YORK STATE THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH RIDGE VENT RIDGE VENT THESE STANDARDS, THE DESIGN SHALL COMPLY HURRICANE STRAPPING 1 'xll RIDGE HURRICANE STRAPPING �„ �, WITH THE BUILDING CODE OF NEW YORK STATE. 14 x11g RIDGE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ARCHITECTURAL GRADE ARCHITECTURAL GRADE ROOF SHINGLE ROOF SHINGLE (WFCM) 2 AISI STANDARD FOR COLD—FORMED STEEL RIDGE VENT— 30# Felt 30# Felt FRAMING — PRESCRIPTIVE METHOD FOR ONE— HURRICANE STRAPPING " CDX EXT. ROOF SHEATHING " CDX EXT. ROOF SHEATHING AND TWO FAMILY DWELLINGS (AISI—S230) 1j"x11i" RIDGE 12" FLYRAFTERS CONSTRUCTED V,_0 3) ICC STANDARDS ON THE DESIGN AND ARCHITECTURAL_ GRADE OF 2X6 WITH E&CB AZEK ON UNDERSIDE 1- V,41 CONSTRUCTION OF LOG STRUCTURES ICC400 ROOF SHINGLE ( ) 30 Felt 2x10 RAFTERS 16"oc. 2x10 RAFTERS 16"oc. . R EV: # gn" CDX EXT. ROOF SHEATHING HURRICANE STRAPPING 2x6/2x4 STRONGBACK7 HURRICANE STRAPPING 2x10 RAFTERS 16"oc. 8" FASCIA 2X10 16"oc. COLLAR TIES 8" FASCIA PROJECT: 12" VENTED SOFFIT (SEE DETAIL) 12" VENTED SOFFIT (SEE DETAIL) Unfinished Attic Storage Area Unfinished Attic Storage Area 2x10 FALSE RAFTERS o DOUBLE 2x6 PLATE DOUBLE 2x6 PLATE g 16"oc. R-28 ATTIC ATTIC S I E R-30 I CLOSED CELL - 2x6-16" oc WALL STUDSICE WINDOWS TO _ 2x6-16" oc WALL STUDS WINDOWS TO LINSULATION I SPRAY FOAM " CDX SHEATHING BE SET ATCDX BE SET AT 425 LAKE DRIVE R-21 UNFACED BLUESKIN HOUSEWRAP 6 —9 BLUESKINHHOUSIEWRAP 6 —g HURRICANE STRAPPING R-19 UNPAGED I ill INSULATION INSULATION R-28 2x 8 HARDI—PLANK (6' EXP) R-30 I CLOSED CE ILL "CDX "x 8" HARDI—PLANK (6" EXP) SO UTH O LD, 6 EW YORK INSULATION I SPRAY FOAM 2x6 PLATE 2x6 PLATE 9 ALLJOIST 25 SERIES 16 oc. 8" FASCIA -- 1 RIMBOARD 1 RIMBOARD SCTM# 1000-59.-5-21 ' R-19 UNPAGED I R-21 UNPAGED R-28 R-28 R-28 R-28 INSULATION INSULATION CLOSED CELtL FIRST FLOOR CLOSED CELL SPRAY FOAM SPRAY FOAM CLOSED CELL CLOSED CELL R-21 INSULATION SPRAY FOAWM SPRAY FOAM WINDOWS TO AZEK WRAPPED POST­ I 6x6 ACQ POST 12- ' 12- HURRICANE STRAPPING R-21 UNPAGED BE SET AT R-21 INSULATION R-21 UNFACED R-21 UNPAGED DRAWING TITLE: INSULATION 8'-0" INSULATION Master Bedroom IIISULATION R-21 UNFACED DOUBLE 2x6 PLATE DOUBLE 2x6 PLATE DOUBLE 2x6 PLATE FIRST FLOOR Dining Room Area Living Room Area Bathroom INSULATION 2x6-16" oc WELL STUDS FIRST FLOOR FIRST FLOOR 2x6-16" oc WALL STUDS Bedroom 2x6-16" oc WALL STUDS CL WINDOWS TO CROSS SECTIONS " CDX SHEATHING WINDOWS TO WINDOWS TO CDX SHEATHING FIRtST FLOOR -' BE SET AT BLUESKIN HOUSEWRAP BE SET AT BE SET AT WINDOWS TO �" CDX SHEATHING 8'-0" AS NOTED 8'-0" 8'-0" R-211NSULATION BLUESKIN BE SET AT R-21 INSULATION BLUESKIN HOUSEWRAP R-21 INSULATION 2"x 8" HARDI—PLANK (6' P) R-21 INSULATION "x 8" HARDI—PLANK (I EXP) 8'-0" �% 8" HARDI—PLANK (6" EXP) 91" ALLJOIST 25 SERIES 94"ALLJOIST 25 SERIES 16"oc 9j" ALLJOIST 25 SERIES NOTES: 16"oc. 16"oc. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE HURRICANE STRAPPING ;" ADVANTECH SUBROOR HURRICANE STRAPPING 4" ADVANTECH SUBFLOOR HURRICANE STRAPPING ;" ADVANTECH SUBFLOOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE s 2x6 PLATE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL — 2x6 PLATE 2x6 PLATE t FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 1A" RIMBOARD DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FCR OMMISIONS DUE TO UNKNOWN OR (2)14"x9 " LVL GIRDER (2)2x6 ACQ SILL PLATE (2)1 %9 " LVL GIRDER UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT _ (2)#4 HORIZONTAL REBAR (2)#4 HORIZONTAL REBAR "x 18" Anchor Bolts 32"oc a"x 18" Anchor Bolts 32'oc. GRADE 18" Anchor Bolts 32"oc. (2)1 'x9 LVL FLUSH BEAM GRADE R-30 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R-30 R-30 4 VERTICAL REBAR 4'-0"oc. R-30 R-30 R-30 INSULATION INSULATION # #4 VERTICAL REBAR 4'-0"oc.- 'SEAL: DATE: INSULATION 8" P.C. FOUNDATION INSULATION INSULATION INSULATION 8" P.C. FOUNDATION SEE FOUNDATION SEE FOUNDATION SEE FOUNDATION-- ' DAMP PROOFING DETAI DAMP PROOFING NOV 15, 2025 L B101 DETAIL B101 34" STEEL COLUMN DETAIL B101 SEE FOUNDATION 31" STEEL COLUMN 3 STEEL COLUMN SEE FOUNDATION DETAIL B101 PROJECT NO: DETAIL B101 (2)#4 HORIZONTAL REBAR (2)#4 HORIZONTAL REBAR �;=_=�� 1203-2025 1'-8" x 8" CONC. FTG.—� fg" 2x4 KEYWAY \ � C'f' DRAWN BY: BDK W/(4) #4 REBAR L.W. `� COJ. <'J _ CHECKED BY AND #4 REBAR @ 2'oc. S.W. PC. SLAB �� ' PC. SLAB WITH *<Y, ^ : C) t —2'-0"—l 2'-0' 6x6 /10 Ga. WW M. 1-2'-0"—� 1—'- =l 6x6 10 Ga. WWM. T ; MIN 3'-0" BELOW FINAL GRADE 2 0 / — !;" '..'.,,', �t OVER 6MI1 POLY OVER 6�IIL POLY 2 —0" x 8" CONC. FTG. c� SHEET NUMBER: 'x2'xl' CONC. FTG. 2'-0" x 8" CONC. FTG.. VAPOR BARRIER 'x2'xl' CONC. FTG. 2'x2'xl' CONC. FTG. VAPOR BARRIER W/(4) #4 REBAR L.W. , ``�;: ' W/(3) #4 REBAR E.W. W/(4) #4 REBAR L.W. W/(3) #4 REBAR E.W. W/(3) #4 REBAR E.W. AND #4 REBAR 0 FINAL S.W. r �� A301 AND #4 REBAR ® 2'oc. Si.W. MIN. 3'-0" BELOW FINAL GRADE \/i�� �4 ���:� MIN. 3'-0" BELOW FINAL GRRADE .')� CROSS SECTION C \ :/ SCALE: 114"= V-0" CROSS SECTION D CROSS SECTION E ° DOB NUMBER: OF 3 01 SCALE: 114"= V-0" SCALE: 1/4"= V-0" 301 301 rD KEI IL-DESIGN•ASSOCIATES, uc __ I. j III tL1 'tJ J Jfl �I F KEHL DESIGN ASSOCIATES l-Lc residential & commercial design o consulting P0.Box 1675 phone: (631)433-9084 (2)-2 X 6 TOP PLATE Southold,New York 11971 E-Mail: ssbn654@optonline.net (2)-14" X 9z" LVL HEADER Kehl Design Associates,LLC o formerly D A K Associates,LLC I I OWNERSHIP & USE OF DOCUMENTS: 2 6 2 2 2 2 2 These drawings and specifications including the 2 ideas, design and arrangements represented therein, are the property of KEHL DESIGN 6 6 2 6 6 2 6 6 2 4 6 2 4 2 4 N 2 6 ASSOCIATES, LLC. No part thereof shall be 6 Z 4 2 4 2 6 2 6 2 4 copied, disclosed to others or used in connection with any work or project other than for which _ they have been prepared without written consent. Co z \ _J UJ W = o © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 0 ' PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL o� � I X 6 AZEK FRIEZE BOARD z o COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT z 2 x6 - 16" OC. ( STUD > WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE "X5z" AZEK CORNER BOARDS 0 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT CL TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED X EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I x 8 AZEK FASCIA BOARD w Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2 x 6 SHOE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to conslruclion. CORNICE DETAIL INTERIOR / EXTERIOR CORNER FRAMING DETAIL- WINDOW AND DOOR HEADER DETAIL WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE 12 FOUNDATION. BUILDINGS AND STRUCTURES 4 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ' 2X12 RAFTERS 16"ac. R301.1.1 ALTERNATE PROVISIONS a" CDX ROOF SHEATHING AS AN ALTERNATIVE TO THE REQUIREMENTS IN I X 8 AZEK FASCIA BOARD SIMPSON HURRICANE STRAPPING SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. I X 8 AZEK FASCIA BOARD 1) (WFCM)OOD FRAMED CONSTRUCTION MAr`lUAL I" SCREENED VENT ° 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE- 0 I X 6 AZEK BEADED SOFFIT BOARD AND TWO FAMILY DWELLINGS (AISI—S230) 0 I X 6 AZEK FRIEZE BOARD 3) ICC STANDARDS ON THE DESIGN AND 5/4 X 3 SPRUCE PACKING CONSTRUCTION OF LOG STRUCTURES (ICC400) I" SCREENED VENT 2X4 FURRING 12"oc. REV: a I X 6 AZEK BEADED SOFFIT BOARD I X 6 AZEK BEADED SOFFIT BOARD 1 X 6 AZEK FRIEZE BOARD PROJECT: I X 6 AZEK FRIEZE BOARD (3) 1-3/4" X 9-1/2" LVL GIRDER I X 6 AZEK GIRDER WRAP J" AZEK SHEET MATERIAL RIPPED TO R" E S� L _ s GIRDER SOFFIT WIDTH. ES . 425 LAKE DRIVE 12" AZEK COLUMN 12" AZEK COLUMN S O U T H O L D, N EIN YORK MAIN HOUSE SOFFIT FRAMING DETAIL 6X6 ACQ POST TO BE AS NECESSARY FOR CONSTRUCTION SCTM# 1000-59.-5-21 OF A 12"X12" POST (V.I.F. WITH OWNER) DRAWING TITLE: SECTIONS AND WHITE PVC COATED ALUMINUM DRIP CAP DETAILS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SIMPSON 6X6 POST ANCHOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 5/4 X 4 AZEK HEAD PIECE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIOHS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIOIIS AND OR ADDITIONS BASED UPON COMMENTS NOT ANCHOR BOLT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, 5/4 X 4 AZEK CASING SEAL: DATE: NOV 15, 2025 PROJECT NO: 1203-2025 S J. �'\�'f\ DRAWN BY: 2" HISTORIC SILL FRONT PORCH GIRDER DETAIL ,��� ��,���: BDK PROVIDE HURRICANE STRAPPING "� ��,� �' �� CHECKED BY: IN ACCORDANCE WITH T 2020 RESIDENTIAL CODE OF NEW YORK STATE 4 �'� �) 'SHEET NUMBER: WINDOW CASING DETAIL ALL HEADERS ARE TO IBE ., (2)13/"X 9Y2" LVL UNLESS a ��. A302 OTHERWISE NOTED �. NOTE: PROVIDE FIRE BREAKS DOB NUMBER: OF AS PER THE 2020 RESIDENTIAL CODE OF O KEHL-DESIGN-ASSOCIATES, LLc NEW YORK STATE