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Home My WebLink About8111 soff, o� r�ci - i ,�ty �fion��—xzt Sll dA" wfhL I NAC S5SI?iYl h� fi , use C�� njloch . W-A �-Y4 III sec 2-gb- o c- ✓f J Co �a /��-Y ✓�� 4-55�i✓�ids `7� �1�7 �,- J6` � � c�G i Owner Elizabeth Swift File#: Q111 Address: 1690NBoyvkawRd Code: 17NP Agent Info Patricia Moore 61O28 Main Rd Southold . NY11S71 Phone: G31-7G6-433U Fax: Emoi|: pcmoona@mooreattyo.com / ` BOARD MEMBERS ��OF SOUjy® Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. c/a Office Location: Nicholas Planamento • �� Town Annex/First Floor Margaret Steinbugler `+oU 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD RECEIVEM Tel. (631) 765-1809 `1 Ptd �:51 aK FINDINGS, DELIBERATIONS AND DETERMINATION JUL 2026 MEETING OF July 16, 2026 gost ®i ®dvn i�r� ZBA FILE: #8111 NAME OF APPLICANT: Elizabeth Swift PROPERTY LOCATION: 1690 North Bayview Road,(Adj.to Goose Creek), Southold NY SCTM: 1000-70-12-37 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated April 16, 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. 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 June 22, 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. 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 6: Protect and restore the quality and function of the Town ofSouthold's ecosystem. 6.1 Protect and restore ecological quality throughout the Town of Southold. c. Reduce adverse impacts on ecological quality due to development. 1. Reduce adverse effects of existing development. The proposed action of a pool in the side yard of the waterfront parcel is inconsistent with Policy 1 because it does not enhance community character or minimize the adverse effects of development. The proposed pool would increase the development footprint on the property and does not comply with Town Code Chapter §280-15F,which states that a waterfront parcel can have accessory structures in the front yard if it meets all the required setbacks,not the side yard. Additionally,the surrounding waterfront parcels do not have a pool in their side yard. In addition to the Zoning Board of Appeals variances,the proposed pool and patio, is in the jurisdiction of the Board of Trustees,and require an approval of a wetland permit for their installation. Page 2,July 16, 2026 #8111, Swift SCTM No. 1000-70-12-37 Although not mentioned in the Building Department's Notice of Disapproval, there is a patio extension shown on the site plan labeled A-001. The proposed action is inconsistent with Policy 6.1C.1, which calls for the reduction of adverse effects of existing development. The proposed pool and expanded patio on the waterfront parcel increase impervious surface coverage which reduces natural drainage causing adverse impacts to ecological quality. The patio extension is also inconsistent with Policy 6.3A, which states that actions must comply with the Southold Town Board of Trustee's laws and regulations. The proposed patio extension brings the residence closer to the wetland boundary which is already nonconforming with Town Code Chapter §275-3(D)(1)(a)[1] that states the setback for a residence from wetlands is 100 feet. PROPERTY FACTS/DESCRIPTION: The subject,non-conforming,22,526.99 square feet, 0.517 acre,rectangular- shaped waterfront parcel located in the R-40 Zoning District measures 100.00 feet along North Bayview Road, then continues south 178.97 feet along a residentially developed lot to the east, then runs 139.60 feet along a wood retaining wall, bulkhead,above the high water line of Goose Creek,and then returns 200.77 feet along a residentially developed lot to the west, back to the roadway. The parcel is developed with a one-story wood frame house with roofed over open entry porch, a waterside tile patio, air compressors for a residential HVAC system on the east side of the structure, paved walkways, a gravel driveway, an accessory garage structure, fencing and access gates, a bulkhead running the length of the waterfront with attached wood `launch' ramp, metal ramp to a floating dock and a sand area running the lot's width landward of the bulkheading, all as shown on the survey prepared by Ralph Heil, Licensed Land Surveyor, dated May 18, 2022. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-13C, Article II1, Section 280-15 and the Building Inspector's August 21, 2025, REVISED March 2, 2026, REVISED April 29, 2026 Notice of Disapproval based on an application to legalize "as built" additions and alterations to an existing accessory garage to include a second-story conditioned art studio with an HVAC system(in conjunction with BP#51567)and construct an accessory inground swimming pool at: 1)the proposed use in the accessory building is not a permitted accessory use, 2) proposed swimming pool located in other than the code permitted rear yard; located at: 1690 North Bayview Road, (Adj. to Goose Creek) Southold,NY. SCTM No. 1000-70-12-37. RELIEF REQUESTED: The applicant requests two variances: 1. For the `as built' alteration of the second floor `storage' area over a garage under construction, in conjunction with building permit#51567, for the conversion of that space to an artist's Pottery Studio which is not a permitted use; and, 2. For the proposed installation of an accessory swimming pool measuring 10 feet by 36 feet,to be located in a side yard where such improvements are to be located in a compliant location such as a rear yard or for waterfront properties, in the front yard, provided the proposed improvement meets the minimum front yard setback of the residential structure(in this case a minimum of 40 feet per Town Code Chapter§280-124,Non-conforming lots). ADDITIONAL INFORMATION: The applicant provided architectural plans labeled "Proposed Second Story Addition over Existing 2-Car Garage" indexed A-001, A-002, F-001, F-002, and F-003 prepared by Daniel John Kissenger, Registered Architect, last revised May 5, 2026 along with an unsigned site plan, labeled Permit Plan, prepared by Salty Roots Garden& Landscape Design,dated May 1,2026.These plans illustrate an expanded garage measuring approximately 22 feet by 18 feet with an overall structural height of 18 feet, with second floor, conditioned, studio space of approximately 293 square feet. The Town of Southold Building Department issued a"Stop Work"order on August 7, 2025 when it was discovered that work performed under Building Permit #51567 appeared to exceed what was permitted prompting this application. The applicant provided copy of the original building permit, illustrating second floor storage (not an artist studio) with their application. Page 3,July 16,2026 #8111, Swift SCTM No. 1000-70-12-37 The applicant provided copy of a Certificate of Occupancy search illustrating the existence of the following documents(copy provided)for improvements at the subject address: #9657 dated August 31, 1979 covering a private one family dwelling. #33934 dated September 2, 2009 covering an accessory one car garage. #33935 dated September 3, 2009 covering alterations and additions to a residence per ZBA file #6117. This document also cites the existence of a presumed EXPIRED rental permit, #0162, issued July 28, 2021. The applicant provided examples of prior Zoning Board of Appeals determinations in files: #6117 dated March 2, 2008 granting relief for a 56.5 feet bulkhead setback for the addition of second floor residential, habitable space. #7454 dated February 9, 2021 granting an artist studio in an accessory structure and denying a use variance for the same. #7457 dated February 9, 2021 granting a carpentry/woodworking workshop in an accessory structure along with granting dimensional relief for the structure. While the submitted application in detail outlined the request for an Artist Pottery Studio, it neglected to cover the request for the proposed pool in a side yard. The application packet also includes prior relief granted, on the subject property, in ZBA determination #6117, dated February 7, 2008, which granted a reduced bulkhead setback for the second-floor addition to the residence. At the start of the public hearing,the applicant's agent,without solicitation, acknowledged the error of not including a complete application and provided Board members with a copy of a written statement addressing the Board's standards relative to the proposed swimming pool. An interior site inspection was conducted by members of the Board on June 22, 2026. Testimony was offered by the applicant relative to her `hobby' of making pottery and her commitment to it. Additionally, explained why there is no proposed bathroom or plumbing in the structure. In response to questions asked during the public hearing,the applicant on Thursday,July 2,2026,submitted via email the project's architect's signed and stamped statement of lot coverage(proposed)to be 14.8%where 20% is allowed by Code. Additionally,the applicant provided details,based on public records, of the westerly neighbor's compliant pool. 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 July 2, 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: Relative to the Request to Establish an Art/Pottery Studio in an Accessory Structure 1. At the public hearing the applicant, Elizabeth Swift, testified that she is a hobby pottery maker and requests a studio space be established on the second floor of her accessory 2-car garage. She stated that while she lives in New Jersey, she intends to spend more time at her Southold residence and would like be able to pursue her creative talents in her free time. She notes that the open building permit to be amended if relief is granted, #51567, is for conditioned"storage"space of approximately 293 square feet, more than Page 4, July 16, 2026 #8111, Swift SCTM No. 1000-70-12-37 sufficient space for her craft. The applicant has offered testimony that there will be no plumbing in the structure and that she will use a `3 bucket' (dirty, rinse, clean) method for her pottery production, utilizing a hose bib at the ground level garage to access water. Furthermore, she testified that she is not represented by a gallery and does not offer her creations for sale and recognizes that, if granted, no retail sales are permitted and accordingly, no classes or additional uses are allowed. The pottery studio is for her own personal use(no employees) and enjoyment. The existing footprint of the accessory garage will not be changed, although a conforming outdoor shower addition is proposed as part of the to-be-amended permit. The garage structure, as amended, will not be discernable as an art studio from the roadway or waterfront. 2. Section §280-17(c)of the Town Code provides allowed accessory uses in the R-40 residential zoning district including those accessory uses allowed in §280-13D of the A-C, R-80, R-120, R-200 and R-400 Districts, and direct marketing of aquaculture or mariculture products. Section §280-13C lists permitted accessory uses. 3. Nothing in Section §280-17, section §280-13(C)or section §280-13(D) specifically allows or prohibits a workshop or artist studio as an accessory use, or as an accessory use in an accessory structure. In contrast, by way of example, §280-13(c)provides that home occupations are an allowed accessory use but specifically states that the activity must take place in the main residential building and therefore cannot take place in an accessory structure. Since neither a `workshop"nor an `artist studio' is listed as an allowed accessory use, if it is to be considered an allowed accessory use the Board would have to conclude that the use is"customary and incidental to the principal use" in a single-family residence. As set forth below,the Board has concluded that under certain conditions, both proposed uses(art studio/woodshop) should be considered customary and incidental to a single-family residence and therefore allowed accessory uses in accessory structures. This rationale was reached in Board decisions,#7454 and#7457 both issued in 2021. 4. In reaching its determination, the Board reviewed past determinations regarding workshops and artist studios. As set forth below,there were several inconsistencies in both the Building Departments Notice of Disapprovals as well as decisions from this Board. Included in those priors are the following ZBA determinations: #7280; #6852; #6424; #6298; #6108; 45803; #5156; #4751; #4596; and 44369. 5. Based on prior decisions, the Board further finds that it has historically understood the terms"artist's studio"and"artist's workshop" or simply"workshop"to be interchangeable, in that the use is essentially the same, i.e.,the engagement in a home hobby or occupation solely for the personal enjoyment of the owner/applicant, and involving no viewing by or sales to the general public on the subject property. 6. The Board, however, has also determined that key to these uses being allowed uses is not only that they are customary to the principal use, but also that they are incidental to the principal use and maintain a personal and/or hobby aspect to them and not become a more commercial type of use. To that end the Board has determined that the following elements/conditions led to the determination that these uses are customary and incidental to the principal use: 1. Such use is incidental to the principal residential use on the premises. 2. The artist's studio/workshop in an accessory structure is not rented to or used by anyone other than the property owner of the principal dwelling. 3. No individual or group instructions, classes, or demonstrations related to the production/fabrication of crafts/art works in the studio/workshop may take place on the property. 4. The property owner may not employ or engage unpaid assistance by any other person(s) in relation to the production/fabrication of art/crafts in the accessory structure. 5. There is no exterior effect at the property line such as noise,traffic, odor, dust, smoke, gas, fumes or radiation. 6. No display of products/art work/crafts etc. is visible to the street or waterfront. 7. No sales to the public are permitted on the subject property. 8. Plumbing in the accessory structure is limited to a half bath (toilet and sink)and a utility sink, when properly applied for. Page 5, July 16,2026 #8111, Swift SCTM No. 1000-70-12-37 9. Activities in the artist's studio/workshop in an accessory structure are limited to the production of crafts and works of art such as painting, sculpture, photography, ceramics, weaving/textiles, glass art(but not glass blowing), and personal woodworking/carpentry and auto mechanics on vehicles belonging to only the property owner. 10. No sleeping or cooking is permitted in the accessory structure. 11. An accessory structure used as an artist's studio/workshop may only contain that one use in addition to non-habitable(unfinished, open rafters and stud walls)storage of general household items, garden tools and/or vehicles. 12. An accessory apartment in the accessory structure is not permitted unless the artist's studio/workshop use is removed and a special exception permit is obtained from the Zoning Board of Appeals. Relative to the Request to place an inground swimming pool in a side yard 1. Town Law U67-b(3)(b M. Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. While inground swimming pools are common accessory structures to many residences throughout the Town of Southold, and including the immediate neighborhood and adjacent residence,swimming pools located in a side yard are not common and will have an adverse impact on the community. The immediate neighbor's pool and others in the general area are not located in the side yard,but rather in compliant rear yard or front yard locations, satisfying the requirements set forth in the Town of Southold code. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has acknowledged during the public hearing that they can place a pool in a conforming front yard location, but chooses not to. 3. Town Law §267-b(3)(b)(3). The variance requested herein is mathematically substantial, representing 100% relief from the code. The applicant has acknowledged that the immediate neighbor has a conforming inground swimming pool and that others in the immediate area conform to the Town of Southold code. Furthermore, as evidenced by the location of an accessory garage and gravel driveway in the front yard, the applicant can locate an inground swimming pool in a compliant location without disruption of their sanitary system. 4. Town Law &267-b(3)(b)(4). Evidence has been submitted, including the LWRP report,to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 5. Town Law U67-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§267-b. Grant of the requested relief is not the minimum action necessary and to enable the applicant to enjoy the benefit of an inground swimming pool 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 Planamento,seconded by Member Lehnert,and duly carried, to GRANT the `as-built' alteration of the second floor`storage' area over the garage for conversion of the space to an artist studio as applied for. It is a permitted accessory use in an accessory structure on the subject residential lot provided it conforms to the conditions as outlined above in paragraph#6 and below; and to DENY the variance as applied for an in-ground swimming pool located in the side yard. Page 6,July 16,2026 #8111, Swift SCTM No. 1000-70-12-37 SUBJECT TO THE FOLLOWING CONDITIONS: 1. No plumbing is permitted in the accessory garage or kcond floor`art/pottery studio' located over it. 2. The accessory garage structure is to remain non-habitable and no sleeping is permitted. 3. The covered entry to the studio space may not be enclosed in any way and is to remain open, unconditioned space. 4. Should a rental permit be renewed for the property,that permit will apply ONLY to the residential structure. The second floor accessory art studio may not be included for tenant use and is to remain off limits to any tenant, paying or otherwise. 5. The use of the art studio is non-transferrable and expires with the transfer or sale of the property from Elizabeth Swift. 6. The applicant must comply with the conditions of approval cited above in number 6(1-12). This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the ri,-ht to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree ofnonconformity,provided de minimis reliefis requested within one year ofthe date ofthis decision. Any time after one year,the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions,or demolitions exceeding the scope of the reliefgranted 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 o oard: Ayes: Members Weisman(Chairperson), Planamento,Acampora, Lehnert, and Steinbugler. (5-0) L�1-e Kanes W isman, Chairperson Approved for filing 7 / ,7/2026 trifea PROPOSED SECOND STORY ADDITION OVER EXISTING 2-CAR GARAGE FURNAL MAP REVIEWED BY ZBA AUG 03 2026 1690 - N BAYVIEW RD DECISION# ll ' P.O.BOX 250 APPEALS YAPI(MIIC NY 11980 1690 N BAYVIEW RD,SOUTHOLD,NY 11971 TELEPHONE EMAIL: 793-0608 "� MN,NSSp7GER®DKARpDE51GNOGM NORTH BAYVIEW ROAD °� ^�°ne °��^ • pWr.�aa�Nn�eRa,..z aa�nNNr --------------- (NORTH ROAD TO BAYVIEW) ^^° �� u-n• „aa,.nPr�nanR,oNR,r� r swrasssso DRAWING INDEX 100.00' "� °� •� NEW 4Y4'P.T.WOOD POST BEARING A-0Ot TITLE SHEEP.PROP.PLOT PtAH.20NING DATq S FOUNDATION PLAN I I ON NEW 1111111,11112 BEARING 63. 02021 oKARCHiTECNFAL DESIGN.P.C. A-002 PROPOSED PLANS,PROPOSED EXTERIOR ELEVATIONS M SECTIONS DN VIRGIN SOIL i F-001 FRAMING DETAILS I I Q F-002 FRAMING DETAILS I REFER TO DETAIL ON THIS SHEEP F-M AIRSEALING B BARRIER DETAILS --- 1 I ^(� _ 'rm FOR WATER N ----_ I I 0)� CONSULTANTS: MANDATORY ENERGY CODE COMPLIANCE STATEMENT 1 3/4' 3-101/4 ./-,e'a• , • To the best of my kroMedge.belief and professusnal judgement,sssch#tans a I 1 I C L'" 1 speMpeons ere in mmp6ance wiN the 2020 Naw York State Energy Cor<serva0on R 1 Construction Code and Chapter I,of the 2020 Residential Code of New Yak State. _____ I I 8 I a GRATIN z ` 1 WHERE MUNICIPALITIES REQUIRE"HERS'RATINGS THE REM MODEL 7? 1 PROVIDED BY ACERTIFIED HERS RATER SHALL SUPERSEDE ANY I ____ I EXISTING I DRIVEWAY SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. Y" I SLAB ON - I I 1 1.H.ERS.INDEX REPORT AS REQUIRED BY OTHERS ---- I NEW 4X4 PT WD.POST ON NEW 27K BTU MULTI 2.THEBUILDER ISTOBE HELD RESPONSIBLE FOR CONTACTWGTHE HERS RATERTHROUGHOUT I GRADE I POST BASE ANCHOR BY m 13 ZONE CONDENSER 1 THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONSRESTS ARE PERFORMED. I EQUALON'OR APPROVED ____ I I INSTALLED PER j O EK CONC.' 3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/INSPECTION EQUAL STIN - r I I MANDF.SPECS TILE WALK o y 1 PORTION OF THE PRO JECr.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER GARAGE WOOD , CODES AND STANDARDS I I I -III-I :' I NEW ZND STORY `'I N ALL PLANS ARE TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEWYORK I PROVIDEM-VMETAL I- -^T` 12'DIA.P.C.SONOTUSE ADDITION STATE,AND THE 2018 WFCM. 24S[48'POURED Tr,N I CONNECTION -I - P.C.FOOTING.TAPER TOP I 40J12' EX.ROOFED 1 CONCRETE SLAB I Z- OF PIER FOR DRAINAGE OPEN PORCH 1 -ALL PLANS ARE TO COMPLY WTfM APPENDIX)EXISTING BUILDINGS AND BETWEEN P.T.GIRDER 4 - .:. ICI' STRUCTURES AS PER AS(RECONSTRUCTION)OF THE 2020 NEW YORK STATE C�BOTTOM STEP AND CONCRETE. ^ _ TO BE MINIMUM 12 LINE OF EXISTING FOOTING(VJ.FJ III - NOTE:FOOTING 8 PIER TO ))11 RESIDENTIAL CODE. BELOW GRADE I I NEITHER GALY. - -I:' III BE MIN 3500 PSI CONCRETE 1/J 1g-�117 G.C.TO COORD. ----------------- -J CONNECTOR NOR P.T. I ,�,,.•; ,I- I ABBREVIATIONS NUMBSRISERS 0GRADE GIRDER SHALL HAVE ly (p NUMBER OF CONTACTWlSOIL r I .Os�� 1 1�1 W u- EXISTING AB, ANCHOR BOLT LAY, LAVATORY/VANITY n PROPOSED FOUNDATION PLAN SCALEI/4-I'-0' n SONOTUBE DETAIL scALE:,2•=,•-0• N I 1S ORY // C3 ABV. ABOVE A'J #WELLING 1 0 AC. AIR CONDITIONING LNpy, ILIAnUNDRV TYPICAL FOUNDATION NOTES: DWEL AF.F. ABOVE FINISHED FLOOR LTL LINTEL 1.ALL NEW SONG TUBES TO BE 3500 PSI AND TO MAINTAIN MINIMUM DEPTH 3'-0'BELOW GRADE,UN.O. I P7-0• �/ EXISTING m EX Z 'P. ACCESS PANEL LVL LAMINATED VENEER LUMBER 10.6 / 2ST. A/C 1 O APB ANTONY POWER BEAM 2.REFER TO SECTIONS 8 DETAILS FOR MORE INFORMATION. APPROX. APPROXIMATE MAS, MASONRY 3.0 DENOTES POST LOCATION FROM ABOVE,PROVIDE SOLID BLOCKING UNDER ALL POSTS AND BEARING WALLS `T2S / '^ ASF ABOVE SUB-FLOOR MAIL MAXIMUM DURING CONSTRUCTION AND PRIOR TO FRAMING AND LOADING OF UPPER LEVELS. (tIMP1. 1 V ASPH. ASPHALT MANUF. MANUFACTURER 4.FASTENING FOR ALL STRUCTURAL LVL MEMBERS IS TO BE AS PER MANUFACTURER'S SPECIFICATIONS. o COA'C, J MECH. MECHANICAL 5.NO LVL.POWER BEAM OR WOOD 9'JOIST MATERIAL IS TO COME INTO CONTACT WITH CONCRETE COAT TOP OF fP T/< BD. BOARD MTL METAL FOUNDATION WITH EITHER LEAD COATED COPPER FLASHING ORA SPRAY ON BITUMINOUS MEMBRANE g�g.t q7/0 2)� - 4yy W BID. BIDET WI Q BLDG, BUOZIING NO. NUMBER ♦� rrA BLLK BLOCK N.TS. NOTTO SCALE 811(G. BLOCKING U�` ACCE550 ❑ B.O. BOTTOM OF 0/C OWNERFURNISHED/ SECTION R301-DESIGN CRITERIAsa SEI6PCK 0: BOT. BOTTOM CONTRACTOR INSTALLED 2r5 ON THE FLAT DOUGLAS FIR O ERG. BEARING ON. OVERHANG R3012.1.2 PROTECTION OF OPENINGS. MEMBER UNDER PLYWOOD PANEL BRDG. BRIDGING FASTEN EACH END OF 2X6 WITH B.P. BEAM POCKET EXTERIOR FROM IN BUILDINGS LOCATED GLAZED ED OPENI NE REGIONS SHALL BE _ PET. PEDESTAL SINK PROTECTED FROM WIND-BORNE DEBRIS.GLAZED OPENINGS PROTECTION (SINS X412'SCREWS EACH END Ti'-n----oTr B.W. BEARING WALL PKT. POCKETPARALLEL STR W_ 7z PSL PARALLn STRAND FRSILETE-BORNEDEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE c AI ;ro 0 \ L CAB. CABINET LUMBER MISSILE TESTOFASTM E 1996ANDASTM E 1S86AS MODIFIED INSECTION #8X4-12-SCREWS IO'O.C. Z I;I Q CL. CLOSET P.T. PRESSURETREATED 3012.7.2.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR WIND-BORNE AT ALL PLYWOOD EDGES i ' ' Wumow - '�` V ❑ CLG. CEILING LUMBER DEBRISSHALLMEET THE REQUIREMENTS OFAN APPROVED IMPACT RESISTING r.. ._�_.r ,peDA EX 4'DEER FENCE O J COL COLUMN PROP. PROPOSED STANDARD ORANSVDASMA 115. 711V MINIMUM PLYWOOD PANEL TO I I s s a 6EHa1a 0 N CONC. CONCRETE PRVD, PROVIDED EXCEPTION: STRUCTURAL PANELS WITH ATHICKNESS OF NOT NOT EXCEED A 4'X 8'DIMENSION I EX.GATE EX.SAND Lu W O CONT. CONTINUOUS PAN. PANTRY LESS THAN 7116 INCH(11 MM)AND A SPAN OF NOT MORE THAN 8 FEET(2438 MM) N z T CONTR CONTRACTOR P.C. POURED CONCRETE SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT �� a ' CONSTR CONSTRUCTION PVC POLWINVL CHLORIDE AND ATTACHED TO THEFRAMING SURROUNDINGTHE OPENING CONTAINING r s Li� I- C.T. COLLAR TIES PSF POUNDS/SQUARE FOOT --¢--¢--n U 0. C.T. CARBON MONOXIDE PSI POUND5ISQUARE INCH THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED AS r I I O a 2�•1+ IX. EX'SAND 139.60' IX BULKHEAD (n � ❑ DETECTOR P.L. PROPERTY LINE REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE „I o� WOOD- cp O ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO --¢--f--ti i RAMP IR X (D D. DRYER QTY. QUANTITY RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE EX.WOOD RETAIN ///�� DEMO. DEMOUTION 21s6 ON THE FLAT DOUGLAS FIR e I 13'� 0. W r U) WITH EITHER TABLE R3012(2)ORASCE 7,WITH PERMANENT L WALL DIA DIAMETER R. RISER(5) MEMBER UNDER PLYWOOD PANEL I�__°y__A__a DIM. DIMENSION REF, REFERENCE CORROSIONLY NSTANTATTACHME HAROWTTACHMENT IN ACCORDANCE FASTEN EACH END OF 2.6 WITH _ HIGH WATER LINE . I . PERMANENTLY INSTALLED ON THE BUILDING.B BUILDINGS ATTACHMENT IN ACCORDANCE D.O. DOUBLE OVEN RET. RETURN6 '-J1 y� ' DR DOOR REG'D. REQUIRED WITH TABLE R3012.12 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF ()T8 X 4-12'SCREWS EACH END DR. DOWN RR ROOF RAFTERS HEIGHT OF 45 FEET(13.728 MM)OR LESS WHERE THE ULTIMATE DESIGN WINO EX WOOD IX METAL EX.DOCK ISSUE/DATE: DIN DISHWASHER R&S ROD&SHELF SPEED,V-IS 180 MPH(290 KPH)OR LESS. t0' IO.00 RETAININGV RAMP 20.,�6.,• EK. ESHW ATER ISSUED FORPERMIT-6232024 R.O. ROUGH OPENING TYPICAL ISSUED FOR PERMIT•717 ZU25 EA EACH TABLE R3012.12 OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK OPENING PROTECTIVE SCALE:N.T.S. EX BULKHEAD CITE FR AMEN DEDDRAWINGS-Bs122025 ELEV. ELEVATION SCHED. SCHEDULE STATE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD O ^ ��++cc V ISSUED FOR BD.REVIEW-124202G E1EC ELECTRIC SEC. SECTION STRUCTURAL PANELS ab.c,d OQJG POOL REVISION-5'STA2fi EQ. EQUAL IS SHEET EQUIP. EQUIPMENT $.H.G.C. SOLAR HEAT GAIN COEFFICIENT FASTEN ER SPACING OPENINGS LESS THAN 4'XB' REVISED PERZBA-7292026 EX. EXIST.EXHAUST EXISTING E%H. EXHAUST SPECS. SPECIFICATIONS FASTENER Panel span 4faot<panel 6 feet<panel EXT. EXTERIOR STSTL STAINLESS STEEL TYPE <4feet span<6foot span afoot n PROP. PLOT PLAN F.D. FLOORDRAIN SHWR. SHOWER NO.8 WOODSCREW ZX6 ON THE FLAT DOUGLAS FIR 8'-0' SCALE:1'=20'-0' F.F. FIIA HFLOOR STL STEEL BASED ANCHOR WITH MEMBER UNDER PLYWOOD PANEL T INFORMATION TAKEN FROM FIN. FINISH s. SINK 2-INON EMBEDMENT ,C t0' W FASTEN EACH END OF 2.6 WITH -- - ---- SURVEY PREPARED BY: FL FLOOR S.D. SMOKE DETECTOR LENGTH (SINS X 4-12'SCREWS EACH END AERIALLAND SURVEYING,D.P.C. RI FLG. FLOORING DATED` FNDT. FOUNDATION NO.IO WOOD SCREW 08XLL 4-12'SCREWS IO'O.C. -Trr--r--T--rrr--r--T--e DATED MAY 2022 FP. FIREPLACE TEMP. TEMPERED BASED ANCHOR WITH ATA PLYWOOD EDGES ' r I ' ' r ' :11 FIG. FOOTING T.O. TOP OF 24 CH EMBEDMENT 16• 12• 9' i i--¢--¢-^ti i--¢--¢--'i TYP. TYPICALLENGTH 7/16•MINI MUM PLYWOOD PANEL TO I r r I p GA GAUGE - NOT EXCEED A 4'X 8'DIMENSION : r ZONING DATA FOR 1690 N BAYVIEW ROAD,SOUTHOLD.NY 11971 BALM. GALVANIZED 1/4-INCH LAG SCREW SEAM a WTNanT TOWN OF SOIlTHOLD,NY G.C. GENERAL CONTRACTOR UNIX. Ut¢]cUVATED BASED ANCHOR WITH i i s ' : r ' ' nXsoRs rceasssC ammmumacaaa G0. GRADE UN.O. UNLESS NOTED OTHERWISE 76' i6' 16' 2X6 ON THE FLAT DOUGLAS FIR ' esmro 2ENGT EMBEDMENT SECTION:70 BLOCK:12 LOT:37 GVL GRAVEL MEMBER UNDER PLYWOOD PANEL - =='E==�T-= =?-==¢--��-�- GYP.BD. GYPSUM BOARD LFJ1GTIi FASTEN EACH END OF 2.8 WITH c ZONE:RESIDENCE R-00 CALMM, GALVANIZED VA VAPOR RETARDER (6I78X 4-12'SCREWS EACH END - ' " T ti ITEM: RC-0DJ PERMITTED. EXISTING: PROVIDED: VET. VENTILATE FOR SC I INCH-25A MM.I FOOT=304.8 MM.I POUND=4A48 N,1 MILE PER -' .e4-`<i Ate. .� ��1ii H.B. HOSE BIB V.TA VENITHROUGH ROOF HOUR�A47 MIS I r , I I I i , , , c MINIMUM LOT AREA 40,000 S.F. 22,627 S.F. 22.5Z7 S.F. (IX NONCONFORM9NG) HDR HEADER VENT. Viiffri JVEmICALLY a.THIS TABLE IS BASED ON 180 MPH WIND SPEEDS V-AND A45fOOT MEAN #8X4-12'SCREWS 101 O.C. ' ' HOT. HEIGHT V.LF. VERIFY IN FIELD ROOF HEIGHT. ATALL PLYWOOD EDGES I�'-+-"F--�I -' -- �-�I I 4 MAXIMUM BUILDING HEIGHT(ACCESSORY): 18' 1STORY 18'/2STORIES (COMPLIES) p-D A-O tNOORM HORRIZOG AL b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD i s , I I i I I i�I '(E HN M/ STRUCTURAL PANEL FASTENERS SHALL BE LOCATED NOT LESS THAN I INCH 7/16•MINIMUM PLYWOOD PANEL TO 9 �O WAD HEATING,VENTILATING.AIR W. WASHER NOT EXCEED A W X 8'DIMENSION ITEM: REQ'Dl PERMITTED: EXISTING: PROVIDED: sj 4y CO1iDITIONING W.C. WATER CLOSETROILET FROM THE EDGE OF THE PANEL I _ n ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING �''---- y-`------�-` FRONT YARD SETBACK(ACCESSORY): W MIN. 41S 418(NO CHANGE) (IX NONCONFORMING) R: HWR HOT WATER NEATER W.I.C. WALKINCLOSET MEMBER UNDER PLYWOOD FIR a W/ WIyH WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2INCHES INTO THE MEMBER UNDER PLYWOOD PANEL SIDE YARD SETBACK(ACCESSORY). 1G'MIN. for IO.T(NO CHANGE) (COMPLIES) AT. KITCHEN W/0 WITHOUT BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LESS THAN 212 FASTEN EACH END OF 2X6 WITH INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE (6)#S X 4.12'SCREWS EACH END IP 17 O.C- REARYARD SETBACK(ACCESSORY): 10'MIN. H-1322 i/-7322 (COMPLIES) d.PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE TYPICAL �OF NEVI ALLOWABLE LOADS&DEFLECTIONS FOR STRUCTURAL ATTACMEDUSINGVIBRATIONRESISTANTANCHORSHAVINGANULTIMATE OPENING PROTECTIVE LOT COVERAGE 20%=2ZS27X02D= (13.1%)+F2,944SF. (13.1%)N-2,94SF. (COMPLIES) MEMBERS WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. SCALE WTS. 4 SOSA S.F. wo.resP+mao sQUMEraoraGEs: OPENINGS LARGER THAN 4'X8' fJOSTING 75T FLOORARFA =H-2243 S.F. STRUCTURAL LIVE DEAD ALLOWABLE I EXISTING DETACHFIIGARAGE =•1-408SF. EX FRONT PORCH =H-81 S.F. MEMBERS LOADS LOADS DEFLECTION EXW'DDDRAMP =.A212$1. PROJECT NUMBER EXTERIOR BALCONIES 40 D LGSD TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOULLLOTCOVEtAGE =N-2,9445.F. DECKS' 40 to 1JUM DK202412 ATTIC #RAGE W 10 M40 Win WIND DESIGN SELLOC SLAJECTTO DAMAGE FROM WINTER ICESARRIER FL.000 Met MEAN ATDC W/STORAGE ZO 10. Vt40 GROUND" "�+PEEO 70POGitAPHtO SPECW.WAND W0.'D-BO- GTEGORY WEATHEFING FRQST Dt�E TERMe DESIGN UNDIwpe O BEM HATARDS F'AIR AMR�L FIRST noon 4o m LnsD EFFECTS REGIONI DEBlas zoNE'n DFrnl SECOND FLOOR 3U 10 I260 MODERA •F 'FF 5] HOOF RAFTERS•GROUND SNOW LOIL�201n, I210 ]A PSF 130AiH NO NO NO 8 SEVERE 36' TO NEAVV 11 YES NONE 599 51'F A-001 OF 4'-0• 14'3• D1ffiRm s-t trr s-t trr NEwarABtsBELow HEADER SCHEDULE tbim C� OUTDOOR NEW,BK BTU AIR (2)36 D.H. HEADERS SHALL BE ENGINEERED STRUCNRAL MEMBERS o'OUTDOOR BE 4x650LID UNLESS NOTED OTHERWISE,ALL UNLESS OTED OTHERVYISE.ALL SAUNAT 5r HANDLER IN STALLED NEWWOO6 DECKING (2)2x6@ SPANS UP TO 4'-V SHALL BE MICROLLA M®LVL20E SElECTm WOOD POST: PER MANUF.SPECS TO BE SELECTED BY NEW 18K BTU AIR (2)2,8 @ SPANS W-1•TO s-0• ARCHITECTURAL a BUILDER/ I OWNER I HANDLER INSTALLED (2)2x10@SPANS 6-1-TO 6'4r UNLESS NOTED OTHERWISE, HgW26 DEO(i _ OES�aTJ OWNER NEW,3/4•x 71/4•LVL FJ.@,C O.C.` I PER MANUF.SPECS (2)2x12 @ SPANS V-1•TO W-W STRUCTURAL POSTS SHALL BE 36k80' UE SLOPED 14R DN TO I JS•O.C. @ 1a6B'D.C. 'HEADER SIZES CALLED OUT ON (3)2x4 POST @ 2x4 WALLS FOR POSITIVE i I - C GRADE PLANS SHALL SUPERSEDE THIS (4)2x6 POST @ 2x6 WALLS m 26,j JOIST DRAINAGE SCHEDULE. P.ANKNY 11 —4'�— T +/-18'•3• TELEPHONE 631777934M VERTICAL CEDAR {' 4'-0' +/-13'-7• CONSTRUCTION LEGENDEMAIL ) ADM PARTITIONS ———— i F N E 4:t2 4:�2 De2UaSSP+Ot3�gteRo�Slcra �I/y p0 a PROP ARTIST'S NEW-,EXTERIOR&2x4 INTERIOR WALLS 9b.16'0.C.-U.N.O. pmw•o nni �as�ira° B $ STUDIO I I EXISTING WALL TO REMAIN e B 50 CFM EXHAUST F N 293 SF.AREA P. s w 81/623A S.F.LIGHT READ HARDWIRED SMOKE 8 CARBON MONOXIDE DETECTOR AE /yy np0x . EXISTING 2-CAR `� SD. 88.9SF.UGHTPROVIDED Tu�I3"5 gj D, C.O. 4%11.7 S.F.VENT READ 3 iy 3 yo WNDOWBDOOR UST FOR LIGFRAND VENT ONLY o o a'o GARAGE `� o a 45.0 S.F.VENT PROVIDED a U K VENT ISIBLE xN10�A DO P'� 0 z� O� w NEW S/8•TYPE•X•GYPSUM u � 4 0 y� WINDOW SIZE MANUF. AREA GLASS NOTES y j i I F X BOARD ON ENTIRE CEILING 0 w PRO TYPE SILL �� 03@d DKARg111ECTIIMLDESKaN.P.0 aC' S.F. S.F w j ¢i DOUBLE HUNG MARVIN ELEVATE 2T 5.79 10.59 w t O 3 ^ ❑i 6R MARVIN ELEVATE WA 21.82 46.54 SLIDER DO80"OR CONSULTANTS: NOTE IiIvJ U a Ui -EXACT NUMBERS ON LIGHT AND VENTON CUSTOM WINDOWS B DOORS ARE GIVEN AS NEW BEAM HANGER s 3 P AN APPROXIMATE 74R UP i i CAPABLE OF NOS' s "2' 4'--0" ALEFERTO HERS REPORT FOR U-VALUE 8 S.N.G.C.FORALL WINDOWS 8 GLASS DOORS. WITHSTANDING 3500 LBS G.C.TO t C0 VERIFY 4'-0' s -AIL ETERIOR DOORSARE TOHAVE POOLALARMS NEW(2)96k84.OVERHEAD GARAGE DOOR NUM6 RAILING , iT tTTOBESELECTEDBYBUILDERIOWNER RISERS �� A { AA�� (2)36k�0•D.H. '4�11L I�/'NOTE: NEW(2)13/4•x91WLVLHDRNEW(2)1�1/4•LVLG.C.TOVERIFY4'-7314• 4'{• V-6' 4-712' 3 '-0 3'-0• 9-112• 3 PROPOSED FIRST FLOOR PLAN SCAM PROPOSED SECOND FLOOR PLAN GCALE,/4=,-0 REVIEWED �Y ` A n n ,� PROPOSED ROOF PLAN acALE:,/4•=,'-0• NOTES: NOTES: v NOTES: ROOF CONSTR: E C I S I O N IT" -ALL EX.MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL EX MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION,ALL DIMENSIONS -ALL ROOFING NAILS TO BE STAINLESS STEEL CEDAR ROOF SHINGLES SHOWN ARE TO EX GYP.BOARD. SHOWN ARE TO EX GYP.BOARD. VENTGRID AT E D , -ALL EXISTING WALLS TO BE REDUCED TOTS'PLATE HEIGHT INCLUDING NEW(2)2x4 TOP PLATES(VA.F.) -ALL NEW WALLS TO BE 2x4 STUDS @ 16.O.C.REFER TO SECTION FOR PLATE HEIGHTS. 930 BUILDING PAPER CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. ICE AND WATER SHIELD(ON ENTIRE ROOF UNDER 4:12 PITCH) 11T CDX SHEATHING 2X8 R.R.@ 16.O.C.(REFER TO PLAN) 5 O 5•(R35)SPRAY FOAM INSULATION CEDAR ROOFING TO �18'-0•MAX BLDG.HGT. _ _ F L,L MATCH MAIN DWELLING PROPOSED RIDGE HEIGHT 12 12 L`L� W 18'-0'MAX.BLDG.HGT. 18'-0'MAX BLDG.HGT. LINE OF WALL BEYOND 4f— —14 1 ,^ —'-- -- 2ND FLOOR PLATE PROPOSED RIDGE HEIGHTPROPOSED RIDGE HEIGHT F-00 NEW ik3'TRIM OVER a 4� �4 5/4k8'AZEK RAKE i (SOUTH SIDE)—__ �- (3)73l4'x 14' 2ND FLOOR PLATE BOARD,TYP. 2ND FLOOR PLATE WINDOW DOOR HGT. (2)1 Y4'X7114'LVL LVL RIDGE O 11 -- TYPICAL WALL CONSTR.: I Q (SOUTH SIDE) (SOUTH SIDE) IPA SIDING TO WINDOWBDOOR HGT. m 2ND FLOOR PLATE WINDOW BDOORHGT. 2ND FLOOR PLATE MATCH CEDAR SHINGLES STING � PROPARTISTS I I Lam' V (NORTH SIDE) (NORTH SIDE) NEW HAND I , I WINDOW NOTE: F `4 N15 BUILDING PAPER LLP!.111 STUDIO COLOR:WHITE OPEN TO NEW 1k3•TRIM OVER 12'CDX PLYWOOD Q Lu CEDARSIDINGTO 5/4k8'AZEKRAKE 2x4STUDS@16.O.C.(U.N.0) +U-VALUE:028 BEYOND T 80ARD,TYP. 3•(R YP.BOAY FOAM INSUL. �� . I I 7SHGC:028 MATCH EX it f` �EW 12•GYP.BOARD ii PROVIDE2'TSG COX I ,0CEDAR SIDING TO PLYWOOD SUBFLOOR Q G) 3r HIGH CABLE .H. .H. 2ND FLOOR SUBFLOOR I I RAILING TO CODE MATCH IX. —II-'------' O 4 1ST FLOOR PLATE __ _ ___ NEW 2z8F.J. 7fi'O.C./ I 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR fO 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR WINDOW&DOORHGT.�_______ NtY''2 (3)13/4•x9,/4%VLW/ I I Q 1ST FLOOR PLATE NEWS(4-.V—K 7ST FLOOR PLATE _______-- DECK JOISTS (2),•x9•STEEL FLIT CH NEWDWBLE I -- TRIM BAND,TYP. _________ @,6.O.C. PLATES.TOP FLUSHW/T.O. TOPPLnTEI I y Q W Z WINDOW B DOOR HGT. WINDOW SDOOR HGT. 0 _________ SLOPED FOR FLOORJOISTS.PROVIDE L _ _ POSITIVE METAL JOIST HANGERS AS I TY Z 0 w 4 ._________ DRAINAGE REQUIRED I F I O p NEW TREADS I NEW OVERHEAD p IN R _ N J H AND DECKING TO I GARAGE DOORS r, _________ EXISTING 2-CAR w 4 BE SELECTED BY TO BE SELECTED 0 9 '� --------- GARAGE I I Lu C9 CO O o ~ OWNER BY OWNER I ti _________ STING CONCRETE SLAB I I Z 0 GARAGE SLAB • Z ¢ EXISTING FOOTING TO REMAIN(V.I.F.) P. I O C EXISTING GRADE/ EXISTING GRADE/ x ♦♦�� GARAGE SLAB GARAGE STAB �—_—� W X W O PROPOSED SECTION SCALE:,/4•=,'-0• SCALE Illy-0• a Lu cn 4 FRONT ELEVATION (EAST) SCALE I/4•-,D n RIGHT SIDE ELEVATION (NORTH) &DALE,/4=,-0 8 -E=HATCH INDICATES PORTION OF EXISTING CONSTRUCTION TO REMAIN -REFER TO F-001-F-003 FOR TYPICAL FRAMING DETAILS R3117 STAIRWAY NOTES: NOTE: v NOTE ROOF CONSTRUCTION: STAIRWAYSHALLNOTBE LESS THAN WIN CLEARIMOTH ISSUE/DATE: -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. -AJ.L EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE CEDAR ROOFING TO MATCH MAIN DWEW NG ABOVE HANDRAILS.-ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RVERHEAD SHALL HAVE WIND-BORNE DEBRIS VENT GRID 41FADROOM SHALL NOT BE LESS THAN 6''.rMEASURED ISSUEDFORPSUV -6232024 PROTECTION AS DETAILED ON SHEETAJ00. PROTECTION AS DETAILED ON SHEET A300. 3W BUILDING PAPER ICE AND WATER SHIELD ON VERTICALLY FROM TREAD NOSING. ISSUED FOR PERMIT-,22025 ENTIRE NEW ROOF(UNDER 4:12) AFLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL FUSE O AMEND EDDRAWINGS.st1 2@5 1/T CDX SHEATHING 151'WITHOUTAUWDING. ISSUED FOR B.D.REVIEW-1242026 2x8 ROOF RAFTERS HEIGHT SHALL NOTSE MORE THAN POOL REVISION-51WM S(R-35)CLOSED CELL SPRAY FOAM INSULATION 87M HIGH AND ALL RISERS IN AFLIGHT OF STARS SHALL REVISED PER ZBA-7292026 NOT DIFFER MORE THAN 3R'. SOLID BLOCKING 18'-0'MAK BLDG.HGT_._ W ..MAX BLDG.HGT. TREAD DEPTH SHALL NOT BE LESS THAN 7ANDALL PROPOSED RIDGE HEIGHT PROPOSED RIDGE HEIGHT ABOVE TOP PLATES TREADS INA FLIGHT OF STAIRS SHALL NOT D6FER MORE 4� 14 GRIP LASHING I DGEI I THAN 3AT. 2ND FLOOR PLATE 2ND FLOOR PLATE -TREAD NOSBLG SHA L NOT SE LESS TKAN IIW AND NO (SOUTH SIDE) -- ( )--- I MORE THAN 1114•. SOUTH SIDE 2ND FLOOR PLATE ALUM.GUTTER OVER WINDOW&DOOR HGT, m m 2ND FLOOR PLATE WINDOW&DOOR HGT. R311.7.521 WMOERTREAD NOTES (WORTH SIDE)_— �(NORTHSSE) ik3•AZEK TRIM , 2 e WINDER TREADS SHALL HAVEAIRFADDEPTH OF NOT 5/4x6 FASCIABD.OVER F-00 -00 -0 LESS THAN IO INCHES(2541"DEMIRED BETWEEN THE NEW 2c6 NAILER TO MATCH 11 SLIDING EXISTING VERTICAL PLANES OF THE FOREMOST PROJECTION OF uowum eaxrra `Y DOOR 1?GYP.BOARD FINISH ADJACENTTREADSATTHE INTERSC-CTIONSWITH7HE n $' NEW 36•HIGM CAB LE WA1101NEWINOFR TREADS SHALL Ii4YEATRFAD DEPTH to' �acawevm mewmuau b GUARDRAELAND BEAD BOARD SOFFIT. FLOORCONSTRUCTION OF NOT LESS THAN 6 INCHES(1526W)ATANYPOPR .H. .H. HANDRAILTOCODE PROVIDE(2),•DIA.SOFFIT FUDORFINI5H(SEIECTm9YOWNER) WITHIN THE CLFARWIDTH OFTHE STAILWDH@JANY 4 4 VENTS 924.O.C.WWIRE 3/4•T.6C.PLYWOOD SUBFLOOR FUGHTOFSTAIRS,THE LARGESTWNDERTRFAD DEPTH MESH SCREENING FLODRJOISTSFEFFRTO AT THEWALIIINESHAIL NOT EXCEED THE SMALLEST 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLCOR 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR WINDER TREAD BY MORE THAN ,ST FLOOR PLATE tST FLOOR PLATE —_—_— WALL CONSTRUCTION: SLOWING MOT TO EXCEED FT.) -- -- -- - - SIDING(SEE ELEVATIONS) 3'B INCH(95 Lod)CONSISIENTLYSHAREDWUmFRSAT WINDOW&DOOR HGT. I WINDOWBDOOR HGT. •TYVE WEATHER BARRIER iMEWALMPIE SMNLBENIO/''EDWRNPIDE SAME 1?CDX SHEATHING RIGHT OF STAPtSAS RCtTANGUIM7RF1D5ANO SiW1 ED AR 'W Tq NOT BE RC-0UIRFI7T0 BE WIII4l318INCH(851agOFT1¢ P C 2x4@18.O.C' RECTANGULARTREADDEPTH. yS�00HN A+'i 0 O VERTICAL CEDAR T(R-21)CLOSED-CELL SPRAY FOAM PARTITIONS. INSULATION ff�79_.EFERT0SHEErF-OGQ 0GYP.BOAFO)FR091 R311.1.8 HANDRAIL NOTES: a u •f4. i u 9 COORDINATE WITH 12-GYP.BD.INTERIOR T. -A HANDRAIL SHALL BE PROVIDED ON NOT LISSTHAN ONE 0 > SAUNA SPECS. : SIDE OF-HANDRA RIGHT OF SHAUBENOUES THANWOUR OR ODNOMO8 w 4LA1✓DRAL SHALLBE NOIFSSTf1AN31'MU NO MORE g t rc FORAIRSEALPLG THAN 38•IN HEIGHT 9�•0426''.LOQ EXISTING GRADE/ EXISTING GRADE STRATEGY&TYPICAL 4ANDRAILSHALLNOTPROJECTLIMETHAN OF NENI GARAGE SLAB GARAGE SLAB DETAILS 41T ON EITHER SOEOFTHESTABLWAY. 3W ERAILSAWACENTTOWALLS SAU.HAVE ASPACE OF EX RFYNN NOTIESS THANIIR BEPNFBIWAILAHIDHAIORAt n REAR ELEVATION (NORTH) SCALE:1/4"-TLX n�!FTSIDE �V.ATION (SOUTH) BCAIE:,/4=,-0 GRADE �121SWNDS SHALL BE PROVIDED FOR PORDOSOFGTE EXHAUNCHEDFODTNG PROJECT NUMBE-ALL EX7TRIORWDIDOYS AND DOORSSHALLMEET MINOdUAI DESIGN PRESSURE OF40,UNLESS GTED OTHERWISE WPIDOWSANO DET MI, M DESIGN PRESSURE OF40.UNLESS NOTED OD�FBVISE. TO REWUN N.LF.) aPEri3DFDWALI@K'SIX6ACES'SfAfS'P/LL®S'AtJD -ALL AREAS W7IMN ONE LLILE Of LOA5TUNEANDAREAS EAST OF RVERHEAD SHALL HAVEWND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS FASTOF RVERHEAD SHALL HAVE WIND-BONE DEBRIS LA`®M6STRUARELOOATOMDRETTWiaABOVE DK202412 PROTECTIONASDETAILEDONSHEETA400. PROTECTION AS DETAILED ON SHEETA300. -GUADJARDS URFACES -0UARDS SIULLL BE NO LESS 7NAN 38'HICf L n TYP. WALL SECTION -GUARDS ON OPEN SDESOFSTATRWAYB�TMLHEND IFS57W0L ALL NO MUL7HAV 38'HIIB(3R. A-002 5 -0UARDSSW4 AND NO offfA1GVINHEILLON OF • SCALE 3/4•=7=P PASSAGEOFA4'BPFFRE TABLE R602.3(1) ," EC0 OFNE'vo""M" CONT.TABLE R602.3(1) ,S,�ECOOE OF hW TOR STATED TABLE R602.3(3) FOR 00.CODE�STRUCTURAL NEW YCil�A�WALL SHEATHING USED TO RF36 WIND PRESSURE(aI.61 IcJ BUILDING IIONOF FBTOFF AEID TTPE SPLOCAT AND .000 MINIMUM ULTIMATE DESIGN WIND SPEED {-F�\ DESCRIPTION OF NUM9ER AND iTPE SPACING " BIRDlIG HE4BII3 OF FASTENER ACING N MINIMAL STRUCTU NOMINAL PANEL �AUMWALL PANEL NAIL SPACING VUB IMPHIAND Illllf`1`a�1 '�° BUILDING EIPA@1S OF FASTENER LOCATION WOODSTRUCNRAL PANELS.SUBFLOORROOFAND MEFSORWALLSHEARWGIOFRAM.WGAND PANEL SPAN THICKNESS STUD SPACING EDGES KID WIND EXPOSURE CATEGORY SMIDS ONG PARTICLEBOARD WALL SHEATHING 70 FRAMING ISEE TABLE R6O23(3)FOR WOOD STRUCTURAL PANE EXTERIOR SOE ONC,RF31 RAIING (NamJ INCH�1 HEADER SN0.5 TO HEADER (NcHEs O.C.) (Ncm O.C.) B C D TOP PLATE WALL S1ffJLTNMOING ro WALL FRAMING NMI 9L CBM CORED ROOF dd COMMON(2H1.1137 NAO DID COMMON 15 LN 2U0 16 6 17 Im 115 110 {Bd Bo%pml 13'1 OR 30 )v_)Y7 15USTRAPOR BFLOOR WALL) 6 12 12Pa0.1131 BLOCINGILEIw1ifNC&MGJOBIS 3-Btl COMMON I2)5Y0.1711;OR Bd COMMONN 9.131T NAH(ROOF) eD coMMON I.7s 24/16 zV16 16 6 T7 Iro IND lu EOUAL mow® DE$�•F ' ORXgTERS70TOPPLATE 3-IWMX13M,12�:Oe TOE HAIL 17SaO.l]11 74 a 12 147 115 110 EXTERIOR IIFA11Ht17IL2CLIING EXTERIOR ATP1LWADER W P.O.BOX 11 50 3.TM BOX 31 1°/y'-1' mCOMONAR F/Y�D.1311 d 12 VIEW VAPFUJ.pC NV 11BW FOR SCINCH=25.4MM IANIfEPER HOUR=O.u7 M/$. VIEW LOfA71O1S FASTEN AS F6d BOX MON.1IT 0R A PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR 70 SUPPORTS.TMREL&PLY PLYWOOD SHEATHIG WIN SUDS SPACED MORE THAN 16 INCHES ON pER pIANIP,�� TELEPHONE-(�631)7934608 386 COMMON DYT0.1311:OR PB JOIST. 1m COMMON DEFORMED N AI OR CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. 2 C®ING JOISTS TO TOP RATE }Im BOX D3]611261:1M TOE NAIL 32 Its'-1Y.' 8tl(2YF.1317 DEFORMED NAZI 6 12 2%STTJDSs B.TABLES BASED ON W'WD PRESSURES ACTING TOWARD MID AWAY FROM UUM04G SURFACES IN ACCORDANCE WITH SECTION R30L2 LATERAL ..., CV4 3T 131•NABS IEMENTS SHALL BE N ACCORDANCE WITH SECTION R602-10. PLANS FOR SIZErwooasarr um MOPAS CEILING JOISTS NOT ARACED TO OTHER WALLSHEATHENG BRACING REOU A39FRALUNG ANGLE AM FRAMING ANGLE NmwSateim im+mlws.xv�m Rr�s 4-lm BO%I3F.12SI: C.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTS NATE70 PANES WITH A 24JOSPAN RATING. pPvasvaxusErtvXf rsMgrLSYmYv PARALLEL RAFTER,UPS OVER 3 3-Idtl COMMON(;+N50.1671:OR FACE IY'GALVANIED ROORNG NAIL PLYWOOD SIDING RATEDI6O.C.OR24O.C.SHALLBEPERMMEDAS AN ALTERNATEM PANEISWITH A24116SPM RATING.WALL-16 AND PLYWOOD AT WINDOW OPENING AT WINDOW OPQdNG sTM� i �y y�r PARTITIONS[SEE SECTIONS R80731. SIDING 16'0.C.SHAD BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER. (1)ONE SIDE OF STUD (1)Off SDE OF STUDrnTH R802.32 AND IABlE RIRJSI(9II 4810.131'NABS 33 )rN STRUCTURAL CELLULOSIC %HEADDIAMEIBLORI"CROWN 3 6 FASTENWII2 Ara t�oma%oANNoa�T�oo�n CDIJNGJOSTSATACHID IO RBERBOARDSHFATBNG STAPLEI6GAIrLONG 117 NAILS( 18611 Vf NAUS(12)86X1 THIEAN¢w vm p4inumaMM PAD TABLE R8TFR(MELJOMI TABLE RBW.iI(9) FACE I�'GALVAN®RpOFNGNM, %��,, FT ® .ITIBEARING COITD STRAP M011TBEARIIGA. NunrnaP mNaol n vn ° Dff SECTIONS RB0211.R&P a+ '%y-57RUGTURALCELWIQSIO 33 MINWALLSTUDS AND TABLE R80711 >. Nl HEAD DIAMETER.OR 1'CROwN 3 6 :� FIBERBOARD SHU118NG s ON WALL ENDS ORAPPROVED ON WALL S7UD5 nLa%pNla usLRHm STAPLE 16 W I�LONG COLLAR VETO RAFTER.FACE NAB 41m BOX IM1287:OR FACENM E9UhL FROM 0=4DHLAROIRECTUTUL DESIGN.P.C. 5 OR W..NM GA RIDGE STRAP TO }I m COMMON ITM,1481:OR RIM JOIST STRIAJIR'IDER RIM JOIST RAFTER 4JY�131'HADS EACH RAFTER I YN'GALVAN®ROORNGNAJL //, T@)MUNID 35 1'N GYPSUM SHEATHING STAIEGALVAE®.I XN-LOG:1& 7 7 /�.: %r MUD S&L }Ibtl BOX NAILS T3YYO.1351;OR 710E NA050N ONE SCREWS.IYPEWORS SILL PLATE L@L eT BFJIFRNG SIL PLATE UDS 6 RAFTER OR RO FTRISSTO PLATE 3-Im COMMON NAILS I3'tO.I4n:OR SIDE AND)TOE NM ON oxsENA CONSULTANTS: 41m BOX 11111 B-I:OR OPPOSIIE SIDE OFUCH STAPLE VAN®ROOFING'LONG: FASB:AB PER 4-T361131•NAIS RAFTER OR TRUSS 36 °rl'GTPSBM SHUTLNG I5rS GALVANIZED.W 11$•LONG: 7 7 CONCRETE FOUNDATION NANUF.SPECi CONCREFE FOUNDATION 4-16d 13YF.13Y1:OR IK•scREws.7TPEwoRs OPENINGS EXCEEDING 42'WIDE OPENINGS UP TO 42"WIDE }Im COMMON FJF.I48T;OR TOE NM_ WOOD STRUCTURAL PANELS.COMBINATION SUBROOR UNDERUY'MENT TO FRAMING ROOF RAFTERS TO RUDGE VALLEY 41m BOX I3•U.1287:OR 4aM.ur NAILS ^TYPO STRAPPING DETAIL FOR ALL FRAMED OPENING qg q p 7 OR HP RAFTERS OR ROOF PAFTFR Id CEMENT®EZ161.12n NAB:OR }16d BOMMON 1i51:OR 37 WAND LESS d 12 B RUN �� i0 MINIMUM 7 RIDGE BEAM Btl COMMON(]j^,0.1311 NM � ' ED 2-16tl COMMON(3jF.16T1:OR END NAIL a }Im BOX(3'MLI2rJ:OR 38 BO COMMON(A O1311NM:OR I I I � 6'OIA 13F.1]I'NAILS �•'I• EdT Eii D130RM®F951m.1ffi)NAR 6 12 iiiI-EEVI E W WALL Im COMMON 13F.1481 NAB:OR ! % COTSTRUCTON ad DEFORMED(TYi40.1201 NAIL 12 _ /....v,,...-..% -REFLECTIVE RED PANTONE �� I ZBA STUD TO STUD 16tl COM013iF-1ST) 2P O.C.FACE NM y B (NOTBRACEDWALLPANES) IMBO%13F,I2B.OR 6 REFLECTIVE WH E nal31 NAILS 1CO.C.FACE NAL 1202E RELDEN7IAL CODE OFNEW PORK STATED Z QECISIO IWBOX 111SW'135.OR TABLE R602.10.5 MINIMUM LENGTH OFBMCED WALL PANELS I ^ ® � FR 'P-ROORFRA�MING.NCLU STUDIO STUD ANDABUTTING STUDS 17 O.C.FACE HAIL � D t 3ka1]I NAILS ��•��^��•�� GIRDERS AN-ROOF D 9 BRACEJSECIWGWALL CORNETS TAT MINIMUM LENGTH ONCHESI v.m.� 1 N BRACED WALL PANELIST Ibtl COMO131S7D,leT1 16'O.C.FACE NAIL METHOD CONTRIBUTING _ _ Lr ! "R"-FLOOR (SEE TABLE Rb0210.4) WALL HEIGHT TERRAIN 1_y 12' 'FRG-FLOOR AND ROO I6a COMMON 13$N(11621 IC O.C.EACH (INCHES) 6 BUXTLP HEADER EDGE FACE NAB 8 FT 9 FT 10 FT 11 E 129 12'STROKE 10 ITmTHEADERWITHXN'SPACERJ IT O.C.EACH I•^->o rNF-� mwA-� TEES BO%115TD.1351 FACE NAIL DWB. P.SM PBS,PCP.HPS.BV-WSP 48 4B MB 53 BB ACTUAL 01� /. / Q/ j NOTE:lX1NTIN000S TRUSS IDENTIFICATION SIGN N COMPLIANCE WITH 19 NYCRR 1265 •R :� SHEATHING METHODS O 58tl BOX 17YF,il3"):OR 'IL 't t 11 CONTINUOUS HEADER TO STUD 4-Btl COMMON 17Y10.131 D:OR TOENAIL DOUBLEMED-MAD REONRE ALL FRAMED APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD IN AA�� LL GB 48 48 48 53 SEE PORTIONS OF THE HL 41m BOX 13F.128'I SINGLE SIDED-OSYACTUAL '. ERI " " ACCORDANCE Idtl COMMON(3Y7D.16T) 16'O.C.FACE NAIL BRACED WALL LANE TO BE OR ADJACENT ttEECTRIC METER RERB BOX 5TACHED TO > SHEATHED OR ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO W W UB 55 62 69 NP NP ACTUAL THE EXTERIOR OF THE STRUCTURE FOR RED INSPECTION. 0 �! 12 GOP PULE TO TOP PLATE Im BOX 13F,128`,OR 0 rA.131 NAIS ITO.C.FACENAL LOCATION OF BRACED WALL PANELS n TRUSS/ENG.LUMBER IDENTIFICATION &TEES COMMON SDC A B AND C.ULTIMATE DESIGN 3 .=+A'wm w=+a 1 2 .r. 13.5Y0.16T):OR 2B 32 31 38 47 Z DOUBLE TOP PLATE SPUCE FOR SDCS WIND SPEED<IdO MPH FIGURE R602.10.7 Q 4a 12-16djod BOX PYm.135' OR SPA WIN SEISMIC BRACED WALL LATE FACE NAIL ON UCH ABW dB 12-MBOX NALS 3BD:OR SPACING<75' 12 3Tm 131'NA63 SIDE OF END JOINT SDC WIND PDI AND DM ULTIMATE DESIGN TJ 32 u HP NP END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING 13 (MINIMUM TA'UP WIND SPEED<140 MPH D ORDOPPUTSSPUCE W. SPACELENGTH EACH DI OR DY AND BRACED WALL LANE 12-160(11'i-4.1 iS) SIDE OF END JOIMI P01a'aY M° REg1wEL¢Nis 0 W SPACING>25 SUPPORTING ROOF ONLY 16 16 Id 18 20 48 cwtawuXY axFATHEo roAl-'k-� o �o3HTwuoJSLr s�parnn �cormHwNstr sHaAMo Lea -�-Retum P. W. Im El. ,Urea sheeQied Q T � P. I BAKm wNLNpE WN AROd eRYploRl peM19 +BOSOM PUTET0 JOIST.ELM JOIST. I6d COMMON 11�T0.16T) ICO.C.FACE NAIL �� //j /�� / �� / 37'br bra®6 waB bre WaNetl >14 BAND JOIST OR BLOCKING(NOT //BRACED WALL PANELS) 3F.131 NAIAIF 1351:ORITO.C.FACE NAIL �� . /PFG 24 27 w m 36 15WCUAL � % %jWn` E'tAipLLOBOTTOM PUTS TO JOIST,G A JOIST. }I6d BO MMON.3y2W.1 R 3 UCH 16"o.C.FACE NAIL 3Y for braced wa0 Erna a thed �IS BAND JOSf OR BLOCKING(AT 2-Idtl COMMON(7 rF.l DILL:O0. 2UGH 16'O.C.FACENAZI BRACMWAMPME11 4J}/.131'NAILS 4 UCH 16.O.C.FACE NAIL CS-G 24 27 30 33 35 ACTUAL � / / �BO%(3YNOA IT);OR va ra F41" B 800 Rn mFa ty WIR-d to Un Q Ede Z }16tl BOX(3YTm.1351:OR Samos m®wwL oLv1au rnn: ppmll-av�OE NAIL 4AtlCOMMON(2YF.1311:OR SDCAB.ANOC 16 IB 20 72 ?A 15xAC7UAL FurO4-I m BOX ITO.1281:OR CS4'F END WNDMWI END=lDTIONR ¢t MDCONDITO13 END WNORION4 ENIJCDNIX71ON5 I..ft OA or fL or kantlNq below V Id TOP OR BOTTOM PLATE TO STUD 4-3F 1T'WILS ♦♦ C4 J SDC W.DI AND 03 Id IB 30 22 24 ACTUAL For 51:1 Uid1=25A mm,1 root=3N9 mm,l pouts=4A5 N. Lu 3.16d BOX(ON'%N(.I FIGURE R602.10.6.4 W (' m 2-Idtl BO ON0.12$IA.IdT):OR END NAIL 110tl BOX IT+D.17B1:OR ADIACEM CIFAR OPENING BRACED wnLL wo7Es: METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION y Z Z 3.T0.131•NAILS HEIGHT INCHES �IN�A9 17 2-16d COMMON KI'VW.16T1:OR FACE NAIL <6/ 24 27 30 33 36 CONSTRUCTED IN maMrrn .xe4 � N 0) 3.1 BOX OR INDICATED ON BRACED WALL WALL CONSTRUCTION F- O TOP PLATES.UPS AT CORNERS _ PLANS SHALL BE Ea*Exr Ov rewoFA wmH owns wmALrw,uEs R*wO6vAesowuLpAr¢u1- ANDWTERSECIIONS MNO.131'NAILS LoxE aRA�ow pNaL iuo=-Lj O 18tl BOX( 00.113'1:0R R602.1OF THE ORWn RESIDENTIAL �=t��=� %ow4mo� G_ W � //N 2Ad COMMON 1215TD.1311:OR 60 26 2] 30 >J >b OF THE 202E R YORK 11AL V J 1B 1'BRACE TO EACH STUD AND PLATE 2_I m BOX 13ND.120T OR FACE NAIL CODE OF NEW YORK STATE. rpANarc T.wFPevi�ae4jw 2 STAPLES IV" 72 27 27 w 33 36 2 THE MAXIMUM SPACING 341tl BOX I •k0.113'1:OR BETWEEN BRACED WALL 44rroc °0ea.�cR'owu�vArN. 2-8d COMMON 12YF.131.1:OR 19 IYd"SMUTMNG TO EACH BEARING 2-Im BOX(TM.12r);OR FACE NAIL LINES SHALL BE 60 FT. w.NLvT, rsN ONEr NrwpEnert prucC wiuLwlc ; awlme ISSUE/DATE, 25TAPlE3.)'CROWN.16GA 1�'LONG 76 29 o awEAMOH mom 3Ed BOX)-4.11 OR 3.BRACED WP115 PANELS touem w�u vAm levawaNr vaNEts ISSUED FOR PFlNMR-6ZiR024 T: ARE FlA147EIGHT SECTIONS "' woma FAsrEx Nov ISSUED FOFi PERMR-N!l015 ]-Btl COMMON I2YSD.1311:OR 80 72 30 30 3T >d OF WALL BRACED WALL mv.¢awAup vAnDa As scwN H6.NVKn s 11m BO%(T N IhV:13 PANELS SHALL BE 3 AMENDED R B.D.IREVIEW7T1M15 IYr ANDWIDERSHEATHNG 3 STAPLES.I-CROWN.IS GA.IY"LONG CONSTRUCTED AND PLACED y o svN link POURISSUE VISION.REVIEW-1?A12026 ZED fO EACH BEARING VADERTHAN 1W FACE NAIL ACCORDNGTO BRACED '��e tN:.°.`v. a w.rEuw.0 v.ru E y Nwvmsrre smB OF aa=wTlom >o >+T o.G POOL REVISION-5I5'Pl6 4Atl BOX 17Y7D.1131:0Ru 32 v 33 36 WALL PLANS AND BRACING eomeaga 0=ovvte i r ra REVISED PER ZBA-MMOM 38d COMMON DYND.1311;OR ME7H00.5 SPECIFIED F+wmo pq�ypmm Np }GOES BO%13F.12r1:OR T1Om aTaLpa'a �auRrr sNaArNmla 4 STMlES 1•CROwN 16 A.1 'LOG all 35 m 32 33 u 4.BRACED WALL PANELS ridGwrw+oulsw a SHALL NOT BEGIN MORE Irw. FLOOR THAN IP-0'FROM THE ENDS wsnLrocN¢N'swa� euANRHaNxmvAmpuN rANapeoAtan N'"� 92 43 37 35 35 36 OF THE BRACED WALL LINE 48tl BOX 12y1.1131:OR THERE SHALL NOT BE MORE 3-Bd COMMON FJY10.1311:OR rawrtH n¢ftHi 3 21 LOST TO SILL TOP PLATE OR GIRDER TOENAIL BRACED WALL ON }1m BO%13M.1781:OR 96 48 Al 30 36 >6 BRACED WALL PANELS ON waR.NNamw.uvAaL z�.zvnvuTKwAvcn�' . �3W.11 NAILS RIM JOSi,BAND JOSi OR BLOCKING BE BOX32/,W.)ITT d-O.C.TOE NAB LINETHE E BMCm WALL t1 :- ----..... - - - (•t-t 22 TO SILL OR TOP (ROOF m(ROOF Bd CC-ON(2YF.131'1;OR TDO - M b 38 30 Fa St 1P1d1=25A min ""�'"-""-""'-'-"'-LT'--"�-• - '-- ES A -- APPUCATIOtS01 I BOX(3-4.12B7;OR CO.C.TOE NAIL CS rsP. 5.ALL EXTERIOR WALLS FIGURE R60210.6(1) N[cTmN R4nvra 3F.131'NABS CSSF9 �'u SHIALLBE CONSTRUCTED IN BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO OVER CONCRETE MASONRY BLOCK FOUNDATION J-Btl BOX( ?.l171;OR IN _ 49 43 4D 39 ACCORDANCE WTTHTHE FLOORMERING FRAMING N®mc3.n.4enoeo- l NC SUIEFLOOR OR LESS 2COMMONd COON I2Y10.1311;OR CONTINUOUS SHEATHED FRONT ELEVATION SECTIO roanA-K TO EACNJ06T }Im M BOX 13 .1 Tr);OR FACE NAB STRUCTURAL WOOD PANEL rmNa e.acnof airoc 2 STAPLE.)'CROWN.16 GA.1317LONG ,� .� 46 V 41 METHOD UNLESS �� W°N rmwous �� rvom s 3.; OTHERRWISE NOTED.THE Rn-Xn TMe 6d Box(lYSD.1351:Il OR PLYWOOD SHEATHING SHALL 24TSUBROORTO JOIST OR GIRDER BLIND ARID FACENM 2-6tl COMMON '$10.162) BE STRUCRBUL GRADEAND IT2 - - 50 45 O NOT LESS THAN t?IN25 7 PUNTS(PLANKA }16d BOX(3)',F.1351:OR AT EACH BEARING. THICWESS. 4e rr�s�pA ' BEAM FLOOR 6 ROOF) 2.16d COMMON A-4.16TI FACE NAIL mavt y,LQV _ 316tl COMMON 116 - - 55 48 45 6.BRACED WALL PANELS ma�uwNa.p E ID 13E74.1621:OR SHALL BE NAILED OR manueafaue6apsoAvw.aQaamawNAm ¢,y 4-10 Box(3M.1281:OR SCREWED N ACCORDANCE „a OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION ?b BAND OR RVA JOSTTO LOST 4-3F.131'RABS:OR EDNAIL 170 - - 60 51 48 I T�SR6DRD OF wMmwauv ev en w.0 vuu evemrr4uv Rsµ FLOOR-FRAMING wANCHO ~� 4-Tt14 GA STAPLES.?!;CROWN NAILS:3r LAYER u _ _ 7m COMMON(4F.191T:OA FOLLOWS:>t O.C.AT TOP. 17A - - - 56 51 7.BRACED WALL PANELS ARE 'wa'Nuowuv°MO ev1°°.nowai4v BOROMANDSTAGGERED NOTED BY THE FOLLOWING. ..Mea100.��^ +y+ �7.n :-ti N4 rp y�`O 'NOQ• Im BOX 3F.1 2l O.CFACENABATTOP GS4EF�= /CONTINUOUS /,, LI •NBULTi1P GRDES AND BEAMS. 1 M:OR ADBOTOMSTAGGERID 17B61 54 L L y 3M.131'NABS OOPPWTE SIDES STRUCTURAL rAasQ - •�X2, 7iN('JIwMBER LAYERS 137 - - - 66 58 b.CS-PF=CONNTINUOUSLY wA.4a AND: SHEATHO PORTAL PANEL 2-20tl COMMON 14M.1921:OR FACENAIlATENDSAND AT 4 GIB=GYPSUM BOARD w�' a6Nws miu uNo. ew�rra� �..••• :" }1m BOX(T%0.1281:OR EACH SPLICE B.THE ENDS OF THE BRACED - ov FIGURE Rfi02.10 ) •,� FRONT ELEVATION amisa.mata+comeNWuawauivam SECTION 3JF.131-NAIS I36 - - - 62 .8(2 gym, PROJECT NUMBER WALLUNIESSIAALL BE BRACED WALL PANEL CONNECTION WHEN PARALLEL OVER RAISED WOOD FLOOR-OVERLAP OPTION 4-16BoX13YT0,1351:OR CONSTRUCTED RISING C� TO FLOORJCEBJ MI NG FRANG P.N�XroarAL aNurNac rAno rnrM.vcarwenNmN wsttlwl=7sA mtLt tmoL=3NBmaL DK202412 IEDGEY SRP SUPPORTING }I btl COMMON13NN10.I621:OR AT EACH TEEN OR 140 - - - - 66 OFTHE L'TNCOS SHOWNZEE For StlFrA=25A N7vn JOISTS OR RAFTERS 41m BOX(TH).1281;OR RATTER FACE NM BELOW. WSD 131'NAILS r1 BRACED WALL PANEL CONNECTION CONTINUOUSLY SHEATHED PORTAL FRAME 29 Bf>QN RIDGTO LOST 2-1Od(TH7.1781 FAQ)ENO.TOE NAI 144 _ n ' e_.au t 5 na�.m•, �_.... F-001 OF❑5 SID IADDNG M TABOVEBOVE ROOFSURFACEACE IIII,!•�1}�Rj1_•1\` / ANDT FLASHING ,>sEA�r ASHLNG R4G AT LET LEASER Ta°mx... FLAT ROOF NOTE: .,� seEcfTwm PROVIDE H2A SD,�SON WINDLEAK BARRIER AT STRONGTIE ON INSIDE :--BEAM aSTRAP /j LEASTS UP WALL �••O OFSNDFASTENED TO 121 NAILS PER STEP FLAT ROOF JOISTS D651ad FLASHING / ASPHALTIC PLASTICCEMENT cc mOE P.O.BOX 250 INDIVIDUAL BASE �HONHAEE(63 11980 RASHNGSOUARES vmiA ° os Smpson ( ) t s / WOVEN INTO SHINGLES: ! - •`-Tw+ xaTs Strong.Tie HRC22 `• y, a F PUCE METALS'TEPyirA¢s mOwFuxrixtw LSII TAM �.-c;y�`'' ? • HUSHING JUST UPSLOPE xus m RIDGE T�A+or�mr°r 3" Simpson ArS+arTsruxuTws warn Fmuse salnr '.`•"?✓`"`>m FROM EXPOSED EDGE OF w°® CORNER Strong-Tie HCP SHINGLE AND EXTENDS SIMPSON STRONGTIE'REM:H2A OVER UNDERLYING xn: TYPICAL RAFTER SIMPSON STRONG-TIE'REM:CS20 SIMPSON STRONG-TV REM:LSU a CS20 rarxw Acm,°xuw� Arvr SHINGLE AND S UP WALL wvnwtEavrm,lm,mrww m -STEP FLASHING PIECES TYP.RAFTER TO STUD ALTERNATE RAFTER TO CONNECTION WHEN RAFTER RAFTER TO RIDGE TYP.HIP RIDGE&CORNER .P.�. OVERLAP EACH OTHER T CONNECTION STUD CONNECTION HAND STUD SPACING DIFFER RAFTER TO RIDGE CONNECTION BEAM CONNECTION CONNECTIONS • APRON W/HEMMED 1 SCALE:N.T.S. 2 SCALE:N.T.S. SCALE:N.T.S. 4 SCALE N.T.S. 5 SCALE:N.T.S. 'N=/' SCALE N.TS. ��CIVRAL DESIr,N,P.c. EDGE 20 SIDE WALL FLASHING DETAIL CONSULTANTS: SCALE N.T.S. EXTEND • NON-CORRODING I `—' MEAL COUNTER �_I M A P ' FLASHING OVER BASE FLASHING CS20 ACZ / rr ` , ppp / rA FLASHING PER STEP VIV EV ,�/�/E® BY Z B/�L SIMPSON STRONGTIE'REM:ACZ 1SF V i H ^\ ASPHALTIC PLASTIC 12 POST&BEAM CONNECTI� T \ CEMENT SCAL T 1 k, INDIVIDUAL BASE SIMPSON STRONG-TIE'REM:CSM SIMPSON STRONG-TIE'ITEM:LUS SIMPSON STRONG-TIE'REM:JS/BA SIMPSON STRONG-ME"REM HB SIMPSON STRONG-TIE"REM:GLTV/HGLTV FLASHING DATE D FQUARS OVEN M 6: ,* v/ FLOOR TO FLOOR CONNECTION FACE MOUNT HANGER TOP FLANGE HANGER TOP FLANGE HANGER TOP FLANGE HANGER - PLACE METAL STEP x \ / FLASHING JUST UP-SLOPE 7 SCALE:N.T.S. B SCALE:N.T.S. 9 SCALE:N.T.S. 10 SCALE:N.T.S. 11 SCALE:N.T.S. FROM EXPOSED EDGE OF @ SOLID SAWN LUMBER CONNECTIONS @ SOLID SAWN LUMBER CONNECTIONS @ STRUCTURAL COMPOSITE LUMBER CONNECTIONS @ STRUCTURAL COMPOSITE LUMBER CONNECTIONS F.F. s� V SHINGLE AND EXTEND S' 2X STUDS.SEE PLANS 2X PLATE. `� O S OVER UNDERLYING SEE PLANS T MIN. LL SHINGLE AND S UP WALL SIDE COVER 1 \/ HDUSSDS25 W 1 a ( OV-STERLAP EACH OTHER ES 4 SUB-FLOOR, Ti(3'l/4' � W OVERLAP EACH OTHER Y SEE PLANS 5sr PLATE - ..:}. v:'•' Q v 9s RIM JOIST,SEE PLANS NAILED WASHER LQJL EAPRODGE N W/HEMMED 'SUPSON'LTP4 CONNECTORS PORTION i i SIMPSON STRONG-TIE'ITEM:AS O ORAPPROVED EQUAL WO.C. �I POST&BASE CONNECTION / FASTTNWi12-Bit YNAOS j 13 f- (7 CHIMNEY WALL FLASHING DETAIL APPROVED AT EVER SCALE:N.T.S. •L APPROVES EQUALATEVEBY STUD, �i „m„�,e,•,e ,a� i� Q 0 SCALE:N.T.S. FASTEN AS PER TABLE 3AB 4.. IT MA%.CLEAR SPAN .°r...•.'f°°,�".' ^�R 7 ar< '" 0 W AB PER R403.1.6,S T DIA,ANCHOR BOLTS,23.O.C. R,e..'° w Q = 5' UNLESS NOTED OTHERWISE MIN.7'EABEDMENT a 30 NJN. �� (I)#4 REBAR IN SHEAR ,�. �,✓,,✓ � � U Q (MIN AND MIN.S PROJECTION BOLTS SHALL BE LOCATED .,4 REBAR 1 - CONE-THIN.REBAR d�i "••'�'°`°�""' �I INTHE MIDSIETHIRDOFTHE WDTH OF THE PLATE LENGTH LENGTH EXTEND CRICKS SIMPSON SIRONGTIE'REM:LBPS MIN.3'X3'WASHERBNUT'SIMPSON' THREADED ROD EMBEDDED FLANGE MIN.IS' e•"•�I UP ROOF DECK �JZ INTO CONCRETE •` CORNER S/B"CIA.BOLTS R 3XYk1/4'PLATE WASHER: m o` s •°••� LBPSSJe OR APPROVED EQUAL W (2)PRESSURE TREATED SLLL PLATE SEE PLANS 7 STORY @ 77 O.C. y } 2STORY @ 36'O.C. n^••� �^ ^q•°" COPPER TERMITE SHIELD '.�"'.�sa° SIMPSON STRONG-TIE'ITEM:HDU SIMPSON STRONGTIE'REM:STHD I4RJ 35TORY@23"O.C. „,,,,x,,,•„®,,,W,,,,. Q Z MIN.12 FOUNDATION WALL SEE PLANS @ EA OUTSIDE EXTERIOR WALL CORNER @ EA OUTSIDE EXTERIOR WALL CORNER MERLIN IT FROM END PLATE CRICKET RIDGE :`-- 3a n MIN.(21PER PLATE ALTERNATE ANCHOR BOLT DETAIL Q EXTEND CRICKET "' j ' a. "'.� DOUBLE SILL PLATE ALTERNATE CORNER SILL PLATE TO TYPICAL TYPICAL SILL CONNECTIONS AT V eV Q J MIN.6'UP BACK �' ` ''' TO FLOOR TO STUD CORNER HOLD DOWN HOLD DOWN FOUNDATION GARAGE WALL LOCATIONS W 0 m O c� SILL PLATE TO FNDT.(SLAB)OF CHIMNEY � �� T38 y'z^' �i'.`S�'t+K'f•, Y ' 15 17 I i o r 19 U Z SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. U SCALE:N.T.S. SCALE:N.T.S. Z I� SEAL SHINGLES TO I ~ Q METAL FLANGE W/ FASTENER NOTE: O �_ 0 O ASPHALTIC PLASTIC 1.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON STRONG-TIE WOOD CONSTRUCTION CATALOG•LATEST EDITION.INCORRECT FASTENER QUANTITY.SIZE.TYPE,MATERIAL,OR FINISH MAY CAUSE THE CONNECTION TO FAIL CEMENT W W fn CHIMNEY CRICKET DETAIL NOTE:R905.1.1 UNDERLAYMENT.UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR ASTM D 4869 TYPE 1&II. NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN 2 SCALE:N.T.S. R905.1.2 ICE BARRIER.AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO 'SIMPSON'CS20 COILED STRAPS ISSUE/DATE: EXTEND END of SHINGLE NUN. EDGES OF ALL ROOF TO A POINT AT LEAST 24'INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.TYPICAL RESIST CORROSION FROM PRESSURE TREATED LUMBER. OR APPROVED EQUAL AT EVERY ISSUED FOR PERMIT-6232024 BEYOND VALLEY ER LIN RAFTER.MAIL SPACING 1S O.C. ISSUED FOR PERMIT-1A2025 UNE a FASTEN TOP CORN ER y TOP MATE ALL ARCHITECTURAL AND THREE AMENDED DRAWINGS-8.172025 MIN.6'HORQONTAL LAPS BOLTING BOLT SPACING STAGGER FASTENERS ISSUED FOR BD.PJYIEW-1242026 UNDERLAYMENT a,A •5 PATTERN S2E(d) 1.) (6)F FASTENERS PER SHINGLE OR IN 2 ROWS POOL REVISION-5'S(M16 • ,y" FHFADER TMIN. 5S'MIN.FOR2x8' AS PER MANUR SPECS. REVISED PER ZBA-7292026 MIN.COVER jp �?,.t'i 6.5'MIN.FOR2x10 LEAK BARRIER. Y� W ? A IlT 1Y SEE PLANS SMAX 7.5-MIN.FOR 2x 12 -- (1)-SIMPSON'H7Z HURRICANE TIE SEE CENTER FULL WIDTH 4a B 318• 12' O^ �i DETAIL 02 OR APPROVED EQUAL AT ROLL OF LEAK BARRIER WeMIN. EACH RAFTER AT 1S'O.C.MAK C w 1Y ICE (2)SitNAILS THIS SIDE OF RAFTERS -DO NOT PLACE •SIMPSOM L74 CONNECTORS LEDGER LAG SCREW OR BOLT SPACING •OISTAHCESHf410EPQWRTEOTORE (TOTAL OF FOUR Sd NAHS INTO RARER) FASTENERS WITHIN 6" D 1. 1Y REDUCEOTO�s6uGBCREwB— ....... OF CENTER LINE 7M01 BOARD AS PER R5072 (NTS)usm as eat svacNGts RmucmTo Q)m NABS INTO PLATES THAT OF LAG STREWS TO ATTACH 3X 0 (B)04 NAILS INTO STUDS EXTEND STARTER STRIP R OF BOLT ACROSS VALLEY MIN.(2)2z4'S OOUG FIRp2 IEDGEP9 Toe BNWDJOISTS. (s) (s) (s) (B) (s) W OR BETTER PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS MIN.HT&WEAVEW/ �• «� IN.I7 BEARING auvawsu OPPOSITE SIDESTARIER MN.7716•SHEATHNG or¢osTorr. STRIP SHNGLE V) 51E1PSON'CS20 COILED CUT OVERLYING SHINGLES T AWAY FROM NOTE SmING TOxTrxx:. �'� COOEO` VALLEY CENTER LANE-CUP SHINGLE CORNERS REFER TO'SIMPSON' STRAP OR APPROVED EQUALAT EVERYSND(IMK iIi D.C.)Ij l •SIMPSOI4'CSIB STRAPS SHEATHING FASTEN AS PER TABLE 3AB wl MIN. 45°a SEAL VALLEY SHINGLES TO EACH OTHER —"—`I•�" -�1' - - --" FROM S6I TO TOPPLATE MANUFACTURERS FLASHINGFOR WATERTIGHFNE55 1Y BEARING ON STUD SURFACE W/ASPHALTIC PLASTIC CEMENT BEAM ELEVATION 4(d) SPECIFICATIONS TNE APPLICATIONS DECKING MIN,12 BEARING CLOSED CUT VALLEY DETAIL n n •SPSON•FACE MOUNT HANGER SCALE N.T.S. I I I NOR APPROVED EOUALTO MEET A 5 FLITCH PLATE BOLTING PATTERNS li HOLDOWN XONNECTORS MINIMUM UPLIFT OF 60D on WOOD E.ARO SCALE N.TS. INSIDE THE WALL.SEE BEARINOCAPAWT N Y-NAOG •( AD y I� 11 DETAIL 1.FOR MOREINFO. PATTFJNASPERMOOELNu1®QR REFER TO MANUFACTURER 29 TYPICAL WALL FRAMING DETAIL o�Q• a I I BEATING WALL I I n I I h 2x LEDGER WITH FASTENERS INSCALE:N.T.S. d FINISHED FLOOR TO BE ACCORDANCE WITH TABLE R50T2 MAX SELECTED W 3W SUBFLOOR •..................... .. C)"SIMPSON"H6' •F °.602�OQ'F J ::.................................. DTTIZ MN 7W LB.CAPACIIYAT4 LOCATXW. CONNECTORS �OF NElJ� J- '1 ....}}.............:....:':....:• MN.3a0D P51 CONCRETE WALL ROORJOISFS EVETLLYDISTRIBUTEDALONGDECKANDO .....-}t.................... ;�}.•.;;•. WFHIN 14.0E EACH END OF THE LEDGER. STUD SPACING I6"O.C. SOLID BLOCKING UNDER NOTE HOLD DOWN DEVICES SHALL FLU ENGAGE MAX(ONE EACH SIDE) BEARING WALL.TYPICAL- :•:•:}:•?:z•:.....:...:...... ..:.......::.............. (e)ed NAILS TO RIM JOIST THIS DETAIL ISAPPUCABLE DECK JOIST PER HOLD DOWN MM'UF. ,.:•:::�:•:::{ .:•::•:::._... (e)Bd NAILS TO SNDS FJ.(REFER TO PLANS) WHERE FLOOR JOISTS ARE A FULLYTHREADED SIB•DUMETER ................................... PARAI I R TO DECK JOISTS LAG SCREW PREDFOU ED W/M (2)•SIMPSON"HS OR APPROVED INDIVIDUAL MR.FLASHING .. 3•PENETRATION TO CENTER PLATE, NUMBER- SQUARES WOVENASH SHINGLES 'ENGINEERW LUMBER SHALL BE .... •••••• SOLID EQUAL CONNECTORS JOIST SPACING INTOCALCULATED N AccoRDANCE BEATING WALL ...' .:;:.••:.:.:::: ::.: STUDS.OR HEADER FIREBLOCI074C 1E o.c.MAX(ONE EACH SIDE) PROJECT NUMBER wIASCE-7-16(TYPICAL) WALL DETAIL @ GARAGE WALL EACH BAY ,e>Bd�TO�,TE Jasr DK2o2412 4 OPEN VALLEY DETAIL 2 TYPICAL OFFSET BEARING FOR 2X LUMBER RETURNS&BETWEEN GARAGE DOORS LEDGER BOARD CONNECTION DETAIL 30 TYP.CANTILEVER FRAMING DETAIL SCALE N.TS. SCALE N.T.S. SCALE N.T.S. RGURE R507.21(2) SCALE:N.T.S. SCALE:N.T.S. C�O� OFF5 TABLE R4MI2 TYPICAL AIR SEALING DETAIL EVIEWED P ZBA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONEW O rouse soot umteil' cuts r .r emirs' vI� r tms vsons�� IXTERIORINSULATm WALL CEMENT UN CONTINUO, B OiSEAUM OFSK�P7 s wn eMat w�sa ONBNUOUS BEAD OF SEALANT PLYWOOD/OSB SHEATHIN , �� YAPPHANK NY BOX 111111980 N�EONTMUOUS BEAD OF ADHESIVE .DATE® TELEPHONE(631)7934608 °opas as EIN000S BEAD OF SEALANT PORCH RAFTER ATTIC UISULATON E--.TUB SURROUND• EMAIL W LEDGER ON TOP OF BEYOND FLOOR ASSEMBLY—) EAD DNJINSSRIDHtQDKA�FOESKaTICOM rtroa.aoamm� °ss .a< m away um so rz ta.n WEATHER BARRIER AMC G oocsmrr umraorAa rta payrr5 o�w,oa.°:aa.,n w«msaessuoe,,,m„..,° r•w• n°w+yu,mbxssamre�muewP�nm,.,,mAND SHEATHING SHEAR INTERIOR OF ATTIC NB UNIT CONTINUOUS BEAD OF CDs or aw,e snw�aawe.m,•am•I.m,ua,mm,wsmmna in`•¢.mF°'°e°e°mcomennermw. VFL.- _:RASSEMBLY--) ACCESS TO+1"OF SEALANT mO.aaa.Igm.tmsxcc ca.mc�ta,em gme°,e�.,bmm WOOD FRAME SOFFIT iasra•ae°e-tocaev`o-�iw,memv+.m.+a>m�ramurromeae-,awmywwm�a,m.rmnuetmeswu.�m,. BEAD OF SEALANT INSUlAl10N LEVEL ATNB AT EKTERI R ALL ^ pro v+rx�ee-tsmvw.rwmnero.,�w.a.dmwno...ee.newrrmwrd,mwmxwm+m emc ;.m s,wieEDm®•umonorvu oxwwr aroswa..cw+rrmc..an�mtrudu.e-tawnrwea�cmman Piexvmm.semwrane-smm; °wuavomm�. "RIGID INSULA➢ON INSULATED RS DWAII ASSEMBLY .muycryuoxuw.sa.iusary smwauu. PROVIDE BLOC NG STUD CAVITY PROVIDEINTERIORSHEATHING eovmK.sr easmveDwc,nswaemw>sse oeoeu.w�wq.•wasa m IWUOUS BEAD OF SEALANT AT EXTERIOR WALL PRIOR TO a.iw.o�.°�rosms..°m.aeoe�e'.ro'mbMenmaw'Oaaai°ammm�,�,ncem uw:e°oaeuw CCESS PANEL THIN-PROflLEW LL THING SLY mWHOLE �°a• °., ,.yP.a e .nwsa„asom�mns.•e�ro mayaa v°.bsa�srcx .e tIOR GYPSUM WALLBOARD BUILDING PAPER/ warsme�.rmmme.mebcam.oacasam mac. .esmempa�s-r°.u.e-aw:n:.+.,+mp°es AS AIR BARRIER WEATHER BARRIER TRIM AS CONTWUOUSB SEALANT - HIS H CRUNG CONTINUOUS BEAD OFSEALAM �� een°ccveac•.ms•cronaMa cv.a«aae"mo�gpsu•rearemmm„m'a,ueuwmonbenmowrorodme I D(PAN FRAME C] DKARCHRECTURALDESIM.P.C. 7 WOOD FRAME ! FLOOR ASSEMBLY j CONSULTANTS: TABLE R402.1 A EQUIVALe"U-FACTORSD RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/SHOWER BUILT-OUT SOFFIT 1 2 3 4 5 a�T ate, aam a,Aa �q nose a� OOR ASSEMBLY mm eoob,mwa sa.�mva..m eqc _ INTERIOR ONDIZONED ATED SPACE ALL ND AT EEN TI ..:'ha.ror neecs�iiai°..ciSO..wm..omincuwiwOa�e:m°'aw sme Mais i meonsr�cr v,e:o'r"n.'�i �WOC1p"n°s Apt SPRAY FOAM INSULATION CONDITIONED SPACE AND ATTIC .ee eerq.,.aot.,rnat°ae ea�.,.inebmea. CONTINUOUS BEAD EXPANDING FOAM SEALANT OF SEALANT ROOFSKYLIGHT FROOF RAFTER 7pR,,- 4� ROUGH STRINGERRIDGE INSULATION UNITGYPSUM BOARD R-V LUE/THICKNESS PER CLIMATEEXTERIORIBOH SIDE OF WALLTABR402,4.1.1 IXPANDING AIR BARRIER AND INSULATION INSTALLATION EXPANDING FOAM SEALANT FOAM EXISTING BAND JOIST CONTINUOUS BEAD OF E,.TI THING \ SEALA 6 SEALANT STILLATIOOF EPLACE I Mmewaema°a `�en,etxrmgeme�aocrnw,a�m INSTALL I"RIDGE \ INSTALL SHEATHING AT ATBC O O ""'ptl°` caevrton91notbe ie°OOf�° INSULATION CONTINUOUS BEAD PROVIDE INTERIOR LA. Oe `m SIDE OF SKYUGNT SHAFT uwp°Oms;man ba,,.mmsr semen HORIZONTAL AND CAVITY INSULATION SEALANT SHEATHING AT VERTICAL POSITIONS EXTERIOR WALLAND W W �m mmn�embwm sOoppv4w�ema`mams• ro,;,,a,r nrrtrc eeagnm�wmoe DRAINAGE PIANE� (LEAVE 3/8'GAP FOR ATTIC INSULATION CTE"O' TOR V INSTALL IXPANDING IXPANDING FOAM GYP.BD.LINER 2�BLOCKING TO SOFFIT ASSEMBLY O I WOOD FRAME SOFFIT roeesnn ware wrn�,nme.ema FOAM SEALANT AT E%PANDIN INTENTS NAL GAPS FOAM SEALANT ASSEMBLY Z _WOOD FRAME AT INSULATO FLOOR ASSEMBL CONBNUOUS BEAD Q aTM,gx�em d�n,ro.uaemnemu CAVITY INSULATION _ Q °mme ma tx a � Fa nen,°ssimce.a CONTINUOUS BEAD SECTION THROUGH STAIRWAY SECTION THROUGH WALL .m Weitle6.e.m.°. ae�.•ebne,m.a+ep0fa,n>sm�ewm OF SEALANT OFSEALANT /A � .ml.°am>'wmmr:me'm°Li,?ee MINIMUM I/2"DRIP V I"RIGID INSULATION .-"• Q W CONDITIONED/ p:nei`er�NOdea.ee:reowpen mme.,emea. SOFFIT CLOSURE emwbbu`mbm,ae,n.mwnw. :�w�.,m a�a„exe. SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT Q = r— xaa CANTILEVER FLOOR 7 FT9 1p 11 } Q 0 F m,we aawe. as°•wrm°atlm.'� �asve°mbePenae«i.m�m.mo Tmaee.°m ..,,eea°dr°acbe Pa+maw°owmaa VENTED AIRSPACEN Z amsiw°a•� ari°eDnemueeq•mm,vamce Q W_ '°""� e•a+wa�°I°ae+�w•. MANUFACTURED THIN-PROFILE ' °ia' a MneaaLL �uae.cemn AHC VENTILATION BAFFLE CONTINUOUS BEAD Z V Q emrx ...oax�.a wec.wb• — IFULLWIDHI OF SEALANT CAVITY INSULATION V N ¢ J PROVIDE RIDGE INSULATION CONTINUOUS BEAD W '^ M O ` — as�m,cmrn BAFFLE AROUND VENTILATION OFSEALANT �./ W CHUTE-FOAM SEAL PERIM CONTINUOUS BEAD OF SEALANT N z y aeon K,wero neweewn.ee°me snewae OF RIDGE INSULATION CONTINUOUS MINIMA PROVIDE STUD CAVITY CLOSURE EXPANDING FOAM AT °Mmm ON BACK SIDE OF EACH STUD -__ CEILING GYPSUM BOARD WINDOW PERIMETER Q U) Q exees�mme :,,w°`�°e°.x�°es mwma1°mma��''a "�°9�io1m°eai1''q"m'a'a'O'ee1 CAVITY AS AIR BARRIEROft eonswem.,nmb°we.ewan I OFOSEALANTS BEAD �JJ r (/� meew..en° o=,� ewm�ndw.asavm�.�nc — aws°ae CONTINUOUS BEAD .mmmaae MueTOPweaa.mmy OF SEALANT emkrYmmea aierceawb ae,° artoroniromwasa°eroa wmw LINE ILLUSTRATES WINDOW UNIT AS ISSUE/DATE: iP5'pBN"eme.renawn n,a�mms•rmm. a.m. �`�iw�Oi°tw CONTINUOUS BEAD OF SEALANT CONTINUITY OF AIR CONTINUOUS MINIMAL AIR BARRIER ISSUED FOR PERMIT-8232024 EXPANDING FOAM AT BARRIER AT WALL SECTION WINDOW PERIMETER ISSUED FOR PERMIT-1/72025 Deemcm/dwee bo.oneeeea.,oa _ _ a•.h:e:sauea _ PROVIDESOLIDBLOCKING IXPANDWGUFOAM MINIMAL AMENDEDSSUEFORREVIEW-1124r ISSUED FOR B.D.B, REVIEW- xw.c byarmaren.neepb,aeomsmm BENEATH KNEE WALL WINDOW PERIMETER POOL FLEV ISION-5152026 ew �^x �^aa ^^�'�• x to�,� REVISED PER ZIBA-7292026 CAVITY INSULATION CONTINUOUS BEAD w..•w°A.e ro o.w.a.e°c�.m.q n•wwxe w OF SEALANT eorcmea>:.w+eom Ma°°�aewe.nw CONTINUOUS BEAD WINDOW UNIT AS OF ADHESVE e°�m>�p°°'w°rox.maeea9. AIR BARRIER CONUNUOUS BEAD ONTINUOUS MINIMAL 1=01'SEALANT CEILING&KNEE WALL INSULATION fEXPANDING FOAM AT INDOW PERIMETER R403.7 EQUIPMENTSUING AND EFFICIE14CYRATING(MANDATORY) ONTINUOUS BEAD HEATING AND CODLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED 12 FSEALANT ON BUILDING LOADSCALCULATED IN ACCORDANCE WITH ACCA MANUAL!OR OTHER APPROVED TINT HESIVENUOUS BEADHEATING AND COOLINGCALCULATION METHODOLOGIES.NEW OR REPLACEMENT HEATING AND FADHESIVECOOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN HE - TTIC INSULATION ONTINUOUS BEAD CONTINUOUSBEAD MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS C FLOOR FRAMING F SEALANT OF SEALANT INSTALLED. OID INSULATION R-VALUE/DEPH PER CLIMATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SUE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED CONTINUOUS SILL SERER FULL WIDTH OF MUDSILL GYPSUM BOARD BOX ENCLOSURE - ATTIC INSULATION FOUNDATION WALLA$ r ATTIC FRAMING AIR BARRIER •LEP f REFER TO ENERGY CONSULTANTS CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION CONCRETESIAB AS AND MECHANICAL SPECIFICATIONS. SPECIRCATIONS: ' OOSLAIAM BEAD AIR BARRUT IXPANDING FOAM SEALANT AT PERIMETER WEATHER STRIPPING ADDITIONAL SPECIFICATIONS: DRYWALL BEAD OF SEALANT PULL DOWN STAIR DRYWALL CEILING WINDOWS AND SKYUGHTS:0,30 U VALUE.03D SHGC BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR rz 50 PA RECESSED LIGHTING FIXTUREHVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER 100 SQFL BLOCKING AS REQUIRED • MIN.11)ENERGY STAR APPLIANCE LINE OF CONTINUOUS AIR SEALING STRATEGY- AIR SEALING STRATEGY- • MEN.9=ENERGY EFFICIENT INTERIOR LIGHTING PROJECT NUMBER: • BUILDING CAVITY CANNOT BE USED AS DUCTWORK RECESSED LIGHTING IN ATTIC ATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION • ALL HOT WATER PIPES TO BE INSULATED TO R3 13 14 15 16 17 DK20241 z ALL DETAILS MAY NOT APPLY F-003 0F[ 5] _I SALTY ROOTS Received J� PO BOX 894 a1 '" Mattituck,NY 11952 >< saltyrootsny.com MAY 14-'2026 <; 631.315.9091 4' Pool Compliant Fence Project Zoning Board of Appeals SWIFT 1690 North Bayview = Rd. Pool Equipment Title Permit Plan O Area of Septic 0 m Scale 1/16°=10° Date Q 05.01.26 4' Pool Compliant Fence m PLAN NORTH77 TRUE +) NORTH w W 41 (n Pool Compliant Fence O O Z 00w 4' Pool Compliant liant Fence 0 / O Q Q Z O U- - O m 0 0 O W O / O w00 0 ❑ 0 a w Q 0 0 ILLi O 81x8 1 D Well - rZ x Dry � Z w rr O W — W Z wIED Ile - 0 4' Pool Compliant Fence N 0 6' Privacy Fence 6' Privacy Fence Project Description: m zc • Install 10'x36'pool w/8'x8'dry well. 0 • Install all necessary pool equipment. z • Install 6' pool compliantprivacy fence&gates where indicated. • Install 4' pool complaint fence. Page O Y Received sm NORTH BAYVIEW ROAD LIAR ®, . 2026 (NORTH ROAD TO BAYVIESIT) Zoning Board of Appeals S7 S 6 8 a3 7'2 0"E 10 0. 0 0' �� E D G E O F P A V E M E N T 3� 5-EASEMekIT FOR WATER MAIN 5'EASEMENT P.O.B. FOR WATER MAIN 3 n 06 LO GRAVEL Q O DRIVEWAY O � W 10.8' 22.3' Q aD CONC. CL ro GARAGE 6'WOOD TILE WALK 10.7' GATE u+ CO WWODD 0 M GATE p 0 Q 40.3' ROOFED OPEN W J u' PORCH �, J 3 DO 3 19.3 7 SHED 9.0'W U h �8 o N o -j WWOOD Cj 1-STORY �' LL, GATE HOUSE HOUSE / O M W 27.3' No. 1690 2-ST. A/C Z J Li- J rn CON /o CDC A�pq AO ?l,0. 43.3 ^� fa O i-- LL N 1-. N O LLJ a z 6� 0 w o'w _ O, PENCE WOOD (� GATE 4' DEER WAUA►NING o FE 3.2'E N 0 N A 12.1' - S gUIKNEAO z OOD 1'S PAM.' RETNNING`NAu WAIL 13.7 WOOD NE 1.3 S WALL 0.9'S L HIGH WATER AMP RAMP 0.9'S 139 .60 RAMP 17.6'S DOCK V1000 RETAINING 20.1'x6.1' yIpLL BULKHEAD 0.7'S ;6.5'SO - FRESHw ATER 1.7'S 1, SURVEY OF PROPERTY N09a14G0"\N CREEK OOSE SI TUA TE TOWN OF SOUTH OLD SUFFOLK COUNTY, NEW YORK LEGEND.- TAX No. 1000-07000-1200-037000 SCALE 1"=30' MAY E 2 — — — OVERHEAD UTILITY WIRES AREA = 22,526.99 sq. ft. j UTILITY POLE 0.517 ac. I AERIAL LA N'D SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. PHONE: 833-787-8393 E—MAIL: SURVEYSOAERIALLANDSURVEYING.COM WEBSITE: WWW.AERIALLANDSURVEYING,COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE DISTRICT:1000 LOT:037.000 BLOCK:12.00 SECTION:070.00 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134, MAP/FILE NO.: N/A SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW' "Copies from the original of this survey map not marked with an original of the land surveyors Inked seal or his embossed seal shall not be MAP OF: "NOT ON A FILED SUBDIVISION MAP considered a valid true copy." *Certification Indicated hereon signify that this survey was prepared In accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Profeelonal Land Surveyors. Said certifications shall run only to the TITLE NO.: TDA-22-5020 person for whom the survey Is prepared, and on his behalf to the title • company,governmental agency and lending Institution. Certifications are N not transferable to additional Institutions or subsequent owners.' MAP FILED DATE: N/A COUNTY TAX MAP ID: 1000-07000-1200-037000 SITUATED AT: TOWN OF SOUTHOLD , SUBDIVISION MAP LOT & BLOCK 'S: N/A �tiw •Q o A` TOUCHDOWN ABSTRACT SERVICES INC. r' i COPYRIGHT 2022 RALPH HEIL. ELIZABETH DANIELLE SWIFT AND DAVID PENDELTON SWIFT AERIAL LAND SURVEYING,D.P.C. t? 4itaC:�!>u OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY JOB N0.: 22-1041 CARDINAL FINANCIAL COMPANY, LIMITED PARTNE S S O DATE: MAY 18. 2022 COUNTY OF SUFFOLK ► - m Received APR 16.1026 P I '� EDWARD P.ROMAINE Tk Cr_ Zoning Board of Appeals ,9ti SUFFOLK COUNTY EXECUTIVE I UU j Ii f� DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING 2, SARAH LANSDALE (� Y= COMMISSIONER RORY WHELAN MAUREEN GETCHELL DEPUTY COMMISSIONER CHIEF DEPUTY COMMISSIONER April 16,2026 Town of Southold 53095 Main Road P.O. Box 1179 Southold,New York 11971 Attn: Leslie Kanes Weisman, Chairperson Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local 'determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number NOFO NDS LLC—Vito Tanzi, Memberjal 811 Swift, Elizabeth&David 3,(q 8111 8109 Levas,Angela J une Very truly yours, C�.?cz,� By Victoria Malvone Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/vm H.LEE DENNISON BLDG 0 100 VETERANS MEMORIAL HWY,2"d FI 0 P.O.BOX 6100 0 HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 DIV WO I-Al"IN OFFICE LOCATION: �k\oF SOUryo MAILING ADDRESS: —f Town Hall Annex ,`O lO P.O.Box 1179 7-- 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) `—�0\416W Southold, NY 11971 • Telephone: 631 765-1938 � a oUINOMN ba,' -6 J�3)�"LOCAL WATERFRONT R VITALIZATION PROGRAM &C, O la To: Leslie Kanes-Weisman, ZBA Chairperson Received Members of the Zoning Board of Appeals JUN 2 2-Z026 Cc: Glenn Goldsmith, President Zoning Board of Appeals Town of Southold Board of Trustees Honorable Lori Hulse, Attorney Julie McGivney, Assistant Town Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: June 22, 2026 Re: LWRP Coastal Consistency Review Swift, SCTM #1000-70.-12-37 ZBA File Ref No. #8111 This application is a request for a variance from Article III Section §280-13C in conjunction with BP #51567 and Article III Section §280-15. The Building Inspector's April 29, 2026 Notice of Disapproval based on an application to legalize additions and alterations to an existing accessory garage to include second story conditioned art studio with an HVAC system and construct an accessory inground swimming pool at 1690 North Bayview Road, Southold. 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 6: Protect and restore the quality and function of the Town of Southold's ecosystem. 6.1 Protect and restore ecological quality throughout the Town of Southold. C. Reduce adverse impacts on ecological quality due to development. 1. Reduce adverse effects of existing development. 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 of a pool in the side yard of the waterfront parcel is inconsistent with Policy 1 because it does not enhance community character or minimize the adverse effects of development. The proposed pool would increase the development footprint on the property and does not comply with Town Code Chapter §280-15F, which states that a waterfront parcel can have accessory structures in the front yard if it meets all the required setbacks, not the side yard. Additionally, the surrounding waterfront parcels do not have a pool in their side yard. In addition to the Zoning Board of Appeals variances, please note that the pool and patio are in the jurisdiction of the Board of Trustees, and require an approval of a wetland permit. Although, not mentioned in the Building Department's Notice of Disapproval, there is a patio extension shown on the site plan labeled A-001. The proposed action is inconsistent with Policy 6.1 C.1., which calls for the reduction of adverse effects of existing development. The proposed pool and expanded patio on this waterfront parcel increase impervious surface coverage which reduces natural drainage causing adverse impacts to ecological quality. This patio extension is also inconsistent with Policy 6.3A, which states that actions must comply with the Southold Town Board of Trustees' laws and regulations. This proposed patio extension brings the residence closer to the wetland boundary which is already 2 nonconforming with Town Code Chapter §275-3(D)(1)(a)[1] that states the setback for a residence from the wetlands is 100 ft. 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 FORM NO. 3 f TOWN OF SOUTHOLD Reed BUILDING DEPARTMENT SOUTHOLD,N.Y. APR S IlMl NOTICE OF DISAPPROVAL DATE: August 21, 2025 Revised: March 2,2026 Revised: April 29,2026 TO: Elizabeth Swift 725 Park Ave Hoboken,NJ, 07030 Please take notice that your revision dated January 24, 2026: For permit to: legalize additions and alterations to an existing accessory garage to include second story conditioned art studio with an HVAC system and construct an accessory inground swimming pool at: Location of property: 1690 North Bayview Road, Southold,NY County Tax Map No. 1000 - Section 70 Block 12 Lot 37 Is returned herewith and disapproved on the following grounds: The as built alterations to the accessory garage, on this non-conforming 23,527 sf. lot in the R-40 District is not allowed pursuant to Southold Town Code Article III Section 280-13 C, permitted accessory uses. UN • In conjunction with BP# 51567 Additionally,the accessory pool is not allowed, pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard and in the case of a waterfront parcel, accessory building and structures may be located in the front yard provided principal front yard setbacks are met. The site plan shows the proposed pool in the side yard. n Authorized U"-'l gnature 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. Si l l Received FORM NO. 3 LIAR 0 9 2026 TOWN OF SOUTHOLD BUILDING DEPARTMENT Zoning Board of Appeais SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 21,2025 Revised: March 2,2026 TO Elizabeth Swift 725 Park Ave Hoboken,NJ,07030 Please take notice that your revision dated January 24,2026.: For permit to:.1'e%zalize,additions and alterations-to-an existing!acce§sort'gaeage to include:_ second story conditioned art studio;with an HVAC system at: Location of property: 1690 NorthBB 66w Road•Southold NY County Tax Map No. 1000- Section 70 Block 12 Lot 37 Is returned herewith and disapproved on the following grounds: The as.bu ltilteration&to the accessory Baran.on this non-conforming23 527 sf..lot in. the.R40:District:'is not te,86uffi6id Town Code, Article1II Section 280-13 C,permitted accessga uses. • In:.conjuneti on-with`BP#51567 G Authorized':' igriatum 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. APPLICATION TO THE SOUTHOLD TOWN BOARD OfAPPEALS AREA VARIANCE House No.1690 Street: N.Bavview Road Hamlet: Southold Received SCTM 1000 Section: 70 Block: 12 Lot(s)37 Lot Size: 22,526.66 Zone R-40 MAR 0 9 2026 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUS IDIN DATED 3_o�� BASED ON SURVEY/SITE PLAN DA EDP 5-18-222�� des Owner(s): Elizabeth&David Swift Mailing Address:725 Park Avenue,Hoboken NJ 07030 Telephone:_917-705-2423_Fax: Email:_ 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 Esq.for(X) Owner( ) Other: Address: 51020 Main Road,Southold NY 11971 Telephone:631-765-4330 Fax:_Email: ncmoore(&,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: WHEREBX/T BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED VZLI I IJ,, and DENIED AN/APP IL CATION DATED_ FOR: illy�, Ian (X)Building Permit-conditioned space as Art Studio ( )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: Section: Subsection: Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the_Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal has, ( ) has not been made at any time with respect to this property,UNDER Appeal No(s).1 l 1-7 Year(s). `� 7/06 (6 LA lLl-&x.A �-L�ACL) Page 2,Area Variance Application �� I Revised 6/2023 Received REASONS FOR APPEAL MAR 0 9 2026 (Please be specific,additional sheets may be used with preparer's signature no tari94ing Board of Appeais 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: A building permit was issued for the alterations/additions to the existing garage with storage on the second floor of the garage. The application for a building permit included on the second-floor insulation,air conditioning&heat(conditioned space). The structure was constructed,as shown on the plans.The insulation inspected(Nancy),and on the second inspection(John)a"stop work order"for"conditioned space"was issued even though the plans showed this detail. The owner is an artist(ceramics and pottery)which has become a passion. This space will be her private art studio. Ceramics and pottery were listed as recognized"artist"by the Zoning Board in your interpretation of a"workshop"/"Artist studio"accessory use(appeal#7454&7457). Attached is the series of questions considered by the Zoning Board to authorize use of Elizabeth Swift's space as an artist studio. See attached There is no exterior change to the existing structure,the space is within the 2nd floor of the garage(293 sq.ft.),it is the owner's home and Elizabeth Swift hopes to enjoy all her free time in her own ceramic studios. She tries to spend three days a week and weekends in Southold. Her children are grown up (youngest in college)and her free time is in the art studio. Her own private studio in Southold is a dream come true. 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 building permit was issued for the garage alteration showing the conditioned space. The house has no basement and this space will also be used as storage. They were surprised that using the space(not otherwise taken up by storage)for her pottery(private art studio)would necessitate a variance. In review of the standards for an art studio,Elizabeth Swift should be entitled to have an art studio for her pottery and ceramics. 3. The amount of relief requested is not substantial because:the relief is minimal. It is Elizabth's private space. There is no change to the exterior of the structure,or in the character of the community. The use is "residential"and accessory to their residence. The clay used for pottery and ceramics is very sloppy. Most suitably isolated to an art studio. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: the garage is in the front yard,conforms to the required setbacks,and was issued a building permit for the additions&alterations. 5.Has the alleged difficulty been self-created? {X )Yes,or { }No Why:They relied on the building permit for"storage"but did not know that using any part of the space as an"art studio"required Zoning Board approval. The space is finished, in compliance with the building permit issued. The drawings showed the condenser for conditioned space. An artist studio has been permitted by the Board. • 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 280146(B) of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. r' Receive Signature of Applicant or Authorized Agent MAR 0 .9 2026 (Agent must submit written Authorization from Owner) Zoning Board of Appeals Sworn to before me this 6N day of WrjV3N 20 aw Notary Public EMADIsoN MESSIL RY PUBLIC,STATE OF egistration No.OIME00Qualified in Suffolk Comission Expires Marcb BOARD MEMBERS V soUT Southold Town Hall Leslie Kanes Weisman,Chairperson �� /y� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes w Town Annex/First Floor, Robert Lehnert,Jr. Gee► • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��'�o�Mv,� So old,�,�'��] ��Atl1 I http://southoldtownny.gov MAR 00 ZOZ. ZONING BOARD OF APPEALS TOWN OF SOUTHOLD �i °f Appeals -- Tel.(631)765-1809•Fax(631)765-9064 3-1/aPP'-- FINDINGS,DELIBERATIONS AND DETERNIINATI$N EB 9 2021 MEETING OF FEBRUARY 4,2021 ZBA FILE:#7454 NAME OF APPLICANT: Thomas Ryckman and Pamela Wilson PROPERTY LOCATION: 1405 Village Lane,Orient,NY SCTM#1000-25-3-1 SEQRA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department bf Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief,permit,or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject property is a non-conforming 5,785.2 square foot parcel located on a corner lot with two front yards in the R-40 Zoning District. The northerly property line measures 116.26 feet and is adjacent to Orchard Street,the easterly property line measures 56.72 feet,the southerly property line measures 115.60 and the westerly property line measures 43.45 feet and is adjacent to Village Lane. The parcel is improved with a two-story framed dwelling with an attached 14.9 x14.6 feet screened porch in the rear yard. There is a detached one-car garage located in the rear yard with an entrance from Orchard Street as shown on the survey prepared by Ward Brooks,LS,and dated August 13,2020.The property is located at 1405 Village Lane,Orient,NY and is identified on the Suffolk Tax map as SCTM#1000-25-3-1 ("the subject property"). k BASIS OF APPLICATION: Request for a Use Variance under Article III, Section 280-13(C)and the Building Inspector's October 27, 2020 Notice of Disapproval based on an application for a permit to alter an existing accessory garage to an artist studio that determined that "[a]n artist studio in an accessory building is not a permitted use RELIEF REQUESTED: The applicant requests a use variance to create an"artist studio",by converting a detached accessory structure,which is not a permitted use in the R40 zoning district. Page 2,February 4,2021 �� I I #7454,Wilson-Ryckmann SCTM No. 1000-25-3-1 LIAR 0 9 2026 ADDITIONAL INFORMATION: Zoning Board of Appeals 1. The proposed alteration also requires approval by the Historic Preservation Commission, pursuant to Section 170 of the Southold Town Code. 2. On the same date of the public hearing on this subject application(Ryckman/Wilson no. 7454), the Board also held a hearing for ZBA file no.: 7457,Nardolillo,located at 3850 Camp Mineola Road, Mattituck,NY,which is also located in the R40 zone district.In this latter instance, a Notice of Disapproval was issued for a two-story addition to an existing accessory garage with a non- conforming rear yard setback and excessive lot coverage. There the floor plans and elevations submitted to the ZBA and reviewed by the Building Department were clearly labeled"workshop"on the first floor and"storage loft,non-habitable space"on the second floor. However,the Notice of Disapproval did not cite the proposed workshop use as non-permitted in an accessory structure in the R40 zone district,pursuant to Section 280-13(C) of the zoning code. Therefore,in that matter the applicant seeks only variance relief for the non-conforming rear yard setback and excessive lot coverage.At that hearing the applicant's attorney stated that the applicant's business is kitchen cabinetry and that he wished to establish a home carpentry/wood working workshop in the accessory garage for his own personal,non-business use. 3. Based upon the appearance of inconsistency in the Notices of Disapproval cited in ZBA#7454 and#7457 and a review of prior Board decisions granting approvals for"workshops/artist studios"in accessory structures in residential zones,the Board,has determined that it is necessary for the Board to exercise its powers under section 280-146(D)of the Town Code and provide a code interpretation in both of these matters in order to provide clarity about these two accessory uses and as to whether they are allowed in accessory structures. FINDINGS OF FACT/REASONS FOR BOARD ACTION The Zoning Board of Appeals held a public hearing on this application on January 7,2021,at which time written and oral evidence were presented.Based upon all testimony and documentation,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. At the hearing, one of the applicants,Thomas Ryckman,testified that his wife,Pamela Wilson,is a recognized artist(painter)whose work is widely exhibited and sold by various art galleries.Ryckman and Wilson both reside in Orient,NY on a part-time basis in a dwelling located in an historic district.Ms.Wilson proposes to use the existing accessory garage on the subject property to produce her art,and not as an art gallery for the display and/or sale of art to the public.The existing foot print of the accessory garage will not be changed,although a conforming outdoor shower addition on the rear of the structure is proposed to be added. Proposed renovations to the as built accessory garage include replacing the small windows now in place with taller windows;thermal improvements will be made to the roof,walls,floor and fenestration;replacing the garage door and swing door; adding a door at the rear for garden storage,adding sky lights on the roof,and changing the existing siding to clapboard that matches the main house,all as shown on the architectural drawings by Studio AB Architects labeled ZBA.01.2 dated 10/29/20,ZBA.01 dated 10/29/20 and ZBA.02 dated 9/21/20.According to the Building Inspector's October 27,2020 Notice of Disapproval,these improvements require an approval by the Southold Town Historic Preservation Commission which issued the required Certificate of Appropriateness to the applicant on January 4,2021.The Building Inspector's October 27,2020 Notice of Disapproval further stated that the applicant's proposed conversion of their existing accessory garage to an artist studio does not constitute a permitted accessory use in an accessory structure. Page 3,February 4,2021 Received, qI L I #7454,Wilson-Ryckmann SCTM No. 1000-25-3-1 MAR Zoning Board of Appeals 2. Section 280-17(C)of the Town Code provides allowed accessory uses in the R-40 residential zoning district include those accessories uses allowed in § 280-13C of the Agricultural-Conservation District, accessory uses allowed in §280-13D of the A-C,R-80,R 120,R-200 and R-400 Districts,and Direct marketing of aquaculture or mariculture products. Section 280-13C states that the following accessory uses are permitted: (1)Any customary structures or uses which are customarily incidental to the principal use,except those expressly prohibited. (2) Home occupation,including home professional office and home business office. (3) Boat docking facilities for the docking,mooring or accommodation of noncommercial boats (4) Garden house,tool house,storage building,playhouse,wading pool,swimming pool or tennis court incidental to the residential use of the premises and not operated for gain (5) Private garages;provided,however,that not more than two passenger automobile spaces in such garages may be leased to persons not resident on the premises. (6) Off-street parking spaces accessory to uses on the premises.Not more than four off-street parking spaces shall be permitted within the minimum front yard. (7) The storage of either a boat or travel trailer owned and used by the owner or occupant of the premises on which such boat or travel trailer is stored,for his personal use (8) Horses and domestic animals other than household pets,provided that such an shall not be housed within 40 feet of any lot line.Housing for flocks of more than 25 fowl shall not be constructed within 50 feet of any linel(IA;W2I (9) Yard sales,attic sales,garage sales, auction sales or similar types of sales of personal property owned by the occupant of the premises and located thereon, (10) Wineries may have an accessory gift shop on the premises which may sell items accessory to wine (11) Child care (12) Use of aircraft in agricultural operations (13) Processing of agricultural products,and; Section 280-13(D)of the Town code provides for rental permits for accessory apartments. 3. Nothing in Section 280-17,section 280-13(C)or section 280-13(d)specifically allows or prohibits a workshop or artist studio as an accessory use,or as an accessary use in an accessory structure. In contrast,by way of example,280-13(c)provides that home occupations are an allowed accessory use but specifically states that the activity must take place in the main building and therefore cannot take place in an accessory structure. Page 4,February 4,2021 C)1 1 #7454,Wilson-Ryckmann Rece!��d- SCTM No. 1000-25-3-1 VAR ® 2026 Since neither a"workshop"nor an"artist studio"is listed as an allowed accessory used if it d'is liop6peais considered an allowed accessory use the Board would have to conclude that the use 1%o*9$o incidental to the principal use,"which in both matters before the Board is a single-family residence. As set forth below,the Board has concluded that under certain conditions,both proposed uses should be considered customary and incidental to a single-family residence and therefore,allowed accessory uses in accessory structures. 4. In reaching its determination the Board reviewed past determinations regarding workshops and artist studios. As set forth below,there were several inconsistencies in both the Building Departments Notice of Disapprovals as well as decisions from this Board. Included in those priors are the following: ZBA File#7280 Victoria,HB Zone,New Suffolk,NY(June 20,2019).Application to create an "artist's studio"by converting a portion of a dwelling into a detached accessory structure,not permitted in an HB zoning district.The Board denied a requested use variance and overturned the Building Inspectors Notice of Disapproval which wrongly stated that the proposed accessory use as an"artist's studio"in an accessory garage was not permitted,because the proposed alterations would result in an accessory"custom workshop/artist's craftsmen's workshop"which is listed in the code as a permitted use in the HB zone district. ZBA File#6852 Davas and Papagianis,R80 zone,Greenport,NY(April 16,2015).The Board granted variance relief for a proposed unheated workshop addition to an accessory garage with half bath and loft storage with a non-conforming side yard setback to be used for a personal woodworking hobby. The workshop use was not noticed as a non-permitted use. ZBA File#6424 Adams,residential zone Orient,NY(Nov 16,2010)applicant proposed to construct an accessory structure to be used as an art studio which was noticed as a non-permitted use.The Board granted amended approval,using variance relief standards,for an"artist's workshop"as a permitted use making the distinction between the definition of an artist's studio"as a physical location for creating artwork and a location for the public viewing and/or private viewing and/or sales of same created artwork;"and the definition of an artist's workshop as"a physical location for creating artwork and expressly prohibits the public and/or private viewing and/or sales of same created artwork." ZBA File#6298 Manson and Millard R40 zone,Orient,NY(August 27,2009).The Board granted approval,using variance relief standards,for the conversion of an as built accessory garage in a front yard(variance)to an art studio which,based upon the proposed full bathroom,was deemed to be habitable space which is not permitted in an accessory building,finding that"the use as an artist's studio is solely for the applicant's professional use which is a quiet occupation that requires no equipment that would create noise or disturbance to the neighborhood." ZBA File#6108 Crary residential zone,Orient,NY(May 8,2008).The Board granted amended relief,using variance relief standards,for an"art hobby workshop studio"in a heated accessory structure with non-conforming setbacks.The notice did not mention the proposed use as a"non- permitted use" ZBA File#5803 Corcoran residential zone Cutchogue,NY(Dec.27,2005). Application to convert the second-floor attic of an existing accessory garage building to an artist loft/workshop by adding dormers and a half bathroom,denied by the Building Inspector as a non-permitted use.The Board granted variance relief,using variance relief standards,for the non-permitted use and approved the artist's studio/loft use conditioned upon the prohibition of renting,creating habitable space and installing heating in the accessory structure. Page 5,February 4,2021 Received #7454,Wilson-Ryckmann SCTM No. 1000-25-3-1 l� MAR 09 2026 Zoning Board of Appeals ZBA File#5156 Taylor,residential zone,Cutchogue,NY(Oct.3.2002). Application for a height variance to construct an accessory garage to be used for"contractor's vehicle,workshop,and storage purposes."The Board approved the application,using variance relief standards.The workshop use was not noticed as a non-permitted use. ZBA File#4751 Howell and Patton,residential zoner,Orient,NY(Nov.3, 1999). Application to convert a two-story barn into an artist's studio containing a full bathroom on the first floor and a half bathroom on the second floor,determined by the Building Inspector to constitute a non-permitted second dwelling on the subject property.The artist's studio use was not noticed as a non-permitted use. The Board reversed the Building Inspector's denial of a building permit and approved the application, using variance relief standards,conditioned upon the prohibition of use of the accessory structure as a dwelling. ZBA File#4596,Caffrey,residential zone,Mattituck,NY(Aug.24,1998). Application for a side yard setback variance for a portion of an accessory garage workshop building,approved as applied for. The workshop use was not noticed as a non-permitted use. ZBA File#4369 Reece and Scharbenbroich,residential zone,Orient,NY(May 29,1996). Conversion of an as built accessory building with a non-conforming front yard location and setback into a"glass art works studio." The workshop use was not noticed as a non-permitted use.The Board sought to interpret the code and determined that the use was a professional home occupation and/or a home professional office use that could be located as of right in the principal dwelling and denied the application. 5. The Board finds that prior decisions by the Board of Appeals and Code Enforcement Officials issuing Notices of Disapproval about the establishment of workshops/artist studios in accessory structures on residential lots have not been consistent.Prior Boards often used variance relief standards to grant such approvals and in effect,were rendering a de facto code interpretation. Section 280-4(B)Definitions of the Town Code does not define the terms workshop, studio,or artist's studio as a permitted use in an accessory structure. Section 280-4(B) states that"any word or term not noted below shall be used with a meaning as defined in Webster's Third New International Dictionary of the English Language,unabridged."According to Webster's, a workshop is defined as"a room, group of rooms, or building in which work, especially mechanical work,is carried on."Webster's defines a studio as"the workroom or atelier of an artist,as a painter or sculptor." 6. Based on prior decisions,the Board further finds that it has historically understood the terms"artist's studio and artist's workshop"or simply"workshop"to be interchangeable, in that,the use is essentially the same, i.e.,the engagement in a home hobby or occupation solely for the personal enjoyment of the owner/applicant, and involving no viewing by or sales to the general public on the subject property. 7. Based on the sheer number of times that this issue has appeared before the Board;it would appear that this type of artist studio or workshop is a customary use to a single-family residence. Moreover, there seems to be no question that these proposed accessory uses would be considered allowed accessory uses if the proposed activity took place in the main building where the principal use takes place. With regard to these uses the Board sees no difference as to whether they take place in the main/principle dwelling or in an accessory structure. Page 6,February 4,2021 Received #7454,Wilson-Ryckmann SCTM No. 1000-25-3-1 MAR ®9 2026 Zoning Board of Appeals 8. The Board,however,has also determined that key to these uses being allowed uses is not only that they are customary to the principal use,but also that they are incidental to the principal use. In both of the cases before this Board,in order for these uses to be considered incidental,they must maintain a personal and/or hobby aspect to them and not become a more commercial type of use. To that end the Board has determined that the following elements/conditions led to the determination that these uses are customary and incidental to the principal use: 1. Such use is incidental to the principal residential use on the premises 2. The artist's studio/workshop in an accessory structure is not rented to or used by anyone other than the property owner of the principal dwelling 3. No individual or group instructions, classes or demonstrations related to the production/fabrication of crafts/art works in the studio/workshop may take place on the property 4. The property owner may not employ or engage unpaid assistance by any other persons(s)in relation to the production/fabrication of art/crafts in the accessory structure, 5. There is no exterior effect at the property line such as noise,traffic,odor,dust, smoke, gas, fumes or radiation 6. No display of products/art work/crafts etc. is visible to the street 7. No sales to the public are permitted on the subject property 8. Plumbing in the accessory structure is limited to a half bath(toilet and sink) and a utility sink 9. Activities in the artist's studio/workshop in the accessory structure are limited to the production of crafts and works of art such as painting, sculpture,photography,ceramics, weaving/textiles,glass art(but not glass blowing), and personal woodworking/carpentry and auto mechanics on vehicles belonging only to the property owner. 10.No sleeping or cooking is permitted in the accessory structure 11.An accessory structure used as an artist's studio/workshop may only contain that one use in addition to non-habitable(unfinished,open rafters and stud walls) storage of general household items,garden tools and/or vehicles. 12.An accessory apartment in the accessory structure is not permitted unless the artist's studio/workshop use is removed and a special exception permit is obtained from the Zoning Board of Appeals. 13.The following uses are not,by this determination, considered to be permitted uses in an artist's studio/workshop in an accessory structure,as defined herein and are prohibited: workout/fitness activities,recreational actives, and home offices(as defined in the Town Code). RESOLUTION OF THE BOARD: In considering all of the above factors,motion was offered by Member Lehnert seconded by Member Planamento, and duly carried,to DETERMINE THAT the artist studio as applied for,is a permitted accessory use in an accessory structure on the subject residential lots as long as it conforms to the conditions as outlined above AND TO DENY the application for a use variance on the grounds that the determination contained herein renders the application moot. � I Page 7,February 4,2021 #7454,Wilson-Ryckmann SCTM No. 1000-25-3-1 VAR a.9 202C Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any vari n% MOd by APP� �, the Board of Appeals shall become null and void where a Certificate of Occupicy 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,LehneM and Planamento(5-0). LL�m 0-%/� Leslie Kanes Weisman,Chairperson Approved for filing C;L/ 9 /2021 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �F so p � y 53095 Main Road•P.O.Box 1179 ti0 l0 Southold,NY 11971-0959 Patricia Acampora OfficaAm:ved � Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(aM)Wgs91 ) Nicholas Planamento ��U Southold,NY 11971 Zoning Board of APPeals http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECE VE D ' FINDINGS,DELIBERATIONS AND DETERMINA ODL F E B - 9 2021 MEETING OF FEBRUARY 4,2021 v4"etti a. ma S® holed ` own Clerk; ` ZBA FILE: 7457 NAME OF APPLICANT: Louis and Erin Nardolillo PROPERTY LOCATION: 3850 Camp Mineola Road,Mattituck,NY SCTM No. 1000-103-7-15 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type I1 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 ofPlanning issued its reply dated January 7, 2021 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 12,701 sq. ft. parcel located in an R-40 Zoning District. The property has a 103.62 feet frontage along Camp Mineola Road, then turns north for 140.66 feet to the rear yard, where it turns west 100 feet before returning 113.55 feet south back to Camp Mineola Road. The property is improved with a two-story frame residence with covered porches and an outside shower. There is a frame garage with wood deck in the rear yard, along with 4 frame sheds also located in the rear yard. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article=11, Section 280-124; and the Building Inspector's October 19, 2020, Amended November 12, 2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to existing accessory garage;at 1)located less than the code required minimum rear yard setback of 15 feet;2)more than the code permitted maximum lot coverage of 20%;located at:3 850 Camp Mineola Road,Mattituck,NY. SCTM No. 1000-123-5-18. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to the existing accessory garage to create a carpentry/woodworking workshop on the first floor and loft storage space on the second floor,having a rear yard setback of 2 feet, 1 inch(or 2.0833 feet)where a 15 feet minimum rear yard setback is required. The lot coverage is proposed to be 24.41% where a 20% maximum lot coverage is permitted by code. Page 2,February 4,2021 Rece9vK' #7457,Nardolillo SCTM No. 1000-123-5-18 MAR 0,9 2026 ZoningBoard,oi /Appeal; AMENDED APPLICATION: During the hearing, the applicant was asked to nnga plan into more conformity with the code by reducing the proposed lot coverage removing the proposed second story dormer on the north elevation facing the adjacent property which could impact privacy since the stricture is proposed to be 21 feet+/-in height,and relocating the proposed exterior staircase to the second-floor storage space to the interior of the workshop on the first floor. The applicant on January 12, 2021 submitted a plan, dated January 11,2021,increasing the rear yard setback to 3 feet, 1 inch(or 3.0833 feet),removing the second story north facing dormer, and reducing the size of the proposed workshop which subsequently reduced the proposed lot coverage to 23.42%,bringing the plan into more conformity with the code. The amended site plan still shows an outside staircase to the second story loft storage space. ADDITIONAL INFORMATION: At the public hearing testimony was taken from the owner's representative as to the reasons for the addition and the use of the space. The need for two second story dormers in a storage loft area,and an outside stair were discussed. The applicant's representative also indicted that the property owner wished to use the workshop for his own personal woodworking/cabinet making hobby and not for any business use,and that the space would have no plumbing and would be unfinished with only the utility of electricity. In addition,the three existing sheds used for storage and an existing terrace were proposed to be removed for a total lot coverage of 23. 42% as shown on the amended site plan and plans elevations by Samuels and Steelman,architects,labeled sheet 1 and 2 and datedl/11/121 and received by the ZBA on January 12,2021 Six letters of support for this application were received from neighbors,and several prior ZBA decisions granting approval for excessive lot coverage and non-conforming setbacks in the immediate neighborhood were also submitted in support of the application and in keeping with the character of the neighborhood. On the same date of the public hearing on this subject application(ZBA file no.: 7457, Nardolillo),the Board also held a hearing for,Ryckman/Wilson no. 7454 located at 1405 Village Lane,Orient,NY,which is also located in the R40 zone district. In this latter instance, a Notice of Disapproval was issued based on an application for a permit to alter an existing accessory garage to an artist studio that determined that"[a]n artist studio in an accessory building is not a permitted use.At that hearing, one of the applicants,Thomas Ryckman,testified that his wife,Pamela Wilson, is a recognized artist(painter)whose work is widely exhibited and sold by various art galleries.Rykman and Wilson both reside in Orient,NY on a part-time basis in a dwelling located in an historic district.Ms.Wilson proposes to use the existing accessory garage on the subject property to produce her art,and not as an art gallery for the display and/or sale of art to the public.The existing foot print of the accessory garage will not be changed,although a conforming outdoor shower addition on the rear of the structure is proposed to be added.Proposed renovations to the as built accessory garage include replacing the small windows now in place with taller windows;thermal improvements will be made to the roof,walls,floor and fenestration; replacing the garage door and swing door;adding a door at the rear for garden storage,adding sky lights on the roof,and changing the existing siding to clapboard that matches the main house,all as shown on the architectural drawings by Studio AB Architects labeled ZBA.01.2 dated 10/29/20,ZBA .01 dated 10/29/20 and ZBA.02 dated 9/21/20 Based upon the appearance of inconsistency in the Notices of Disapproval cited in ZBA# 7454 and#7457 and a review of prior Board decisions granting approvals for"workshops/artist studios"in accessory structures in residential zones,the Board,has determined that it is necessary for the Board to exercise its powers under section 280-146(D)of the Town Code and provide a code interpretation in both of these matters in order to provide clarity about these two accessory uses and as to whether they are allowed in accessory structures. Page 3,February 4,2021 U I #7457,Nardolillo Received scm No. 1000-123-5-18 MAR 0 9 2026 FINDINGS OF FACT/REASONS FOR BOARD ACTION: oning board of Appeals The Zoning Board of Appeals held a public hearing on this application on January 7,2021 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: Interpretation of Town Code Section 280-17(C)Accessory uses in R 40 Zoning District 1. In this subject application,a Notice of Disapproval was issued by the Building Inspector on July 28,2020,renewed October 19,2020 and amended November 12,2020,for a two-story addition to an existing accessory garage with a non-conforming rear yard setback and excessive lot coverage. The floor plans and elevations submitted with this application(#7457)to the ZBA and reviewed by the Building Department were clearly labeled"workshop"on the first floor and"storage loft,non-habitable space"on the second floor. However,the Notice of Disapproval did not cite the proposed workshop use as non-permitted in an accessory structure in the R40 zone district,pursuant to Section 280-13(C)of the zoning code. The attorney for the applicant applied for variance relief for the non-conforming rear yard setback and excessive lot coverage. At the hearing the applicant's attorney testified that the applicant's business is kitchen cabinetry and that he wished to establish a home carpentry/wood working workshop in the accessory garage for his own personal use with storage above. 2.Section 280-17(C)of the Town Code provides allowed accessory uses in the R-40 residential zoning district include those accessories uses allowed in§ 280-13C of the Agricultural-Conservation District,accessory uses allowed in§280-13D of the A-C,R 80,R-120,R-200 and R-400 Districts,and Direct marketing of aquaculture or mariculture products. Section 280-13C states that the following accessory uses are permitted: (1)Any customary structures or uses which are customarily incidental to the principal use, except those expressly prohibited. (2) Home occupation,including home professional office and home business office. (3) Boat docking facilities for the docking,mooring or accommodation of noncommercial boats (4) Garden house,tool house, storage building,playhouse,wading pool,swimming pool or tennis court incidental to the residential use of the premises and not operated for gain (5) Private garages;provided,however,that not more than two passenger automobile spaces in such garages may be leased to persons not resident on the premises. (6) Off-street parking spaces accessory to uses on the premises.Not more than four off-street parking spaces shall be permitted within the minimum front yard. (7) The storage of either a boat or travel trailer owned and used by the owner or occupant of the premises on which such boat or travel trailer is stored,for his personal use. Page 4,February 4,2021 l I #7457,Nardolillo SCTM No. 1000-123-5-18 Received MAR 09 2026 Zoning Board of Appeals (8) Horses and domestic animals other than household pets,provided that such animals shall not be housed within 40 feet of any lot line.Housing for flocks of more than 25 fowl shall not be constructed within 50 feet of any line. (9) Yard sales,attic sales,garage sales,auction sales or similar types of sales of personal property owned by the occupant of the premises and located thereon, (10) Wineries may have an accessory gift shop on the premises which may sell items accessory to wine (11) Child care (12) Use of aircraft in agricultural operations (13) Processing of agricultural products,and; Section 280-13(D)of the Town code provides for rental permits for accessory apartments. 3. Nothing in Section 280-17,section 280-13(C)or section 280-13(d)specifically allows or prohibits a workshop or artist studio as an accessory use,or as an accessary use in an accessory structure. In contrast,by way of example,280-13(c)provides that home occupations are an allowed accessory use but specifically states that the activity must take place in the main building and therefore cannot take place in an accessory structure. ' Since neither a"workshop"nor an"artist studio"is listed as an allowed accessory use, if it is to be considered an allowed accessory use the Board would have to conclude that the use is"customary and incidental to the principal use,"which in both matters before the Board is a single-family residence. As set forth below,the Board has concluded that under certain conditions,both proposed uses should be considered customary and incidental to a single family residences and therefore,allowed accessory uses in accessory structures. 4. In reaching its determination the Board reviewed past determinations regarding workshops and artist studios. As set forth below,there were several inconsistencies in both the building departments notice of disapprovals as well as decisions from this Board. Included in those priors are the following: ZBA File#7280 Victoria,HB Zone,New Suffolk,NY(June 20,2019).Application to create an "artist's studio"by converting a portion of a dwelling into a detached accessory structure,not permitted in an HB zoning district.The Board denied a requested use variance and overturned the Building Inspectors Notice of Disapproval which wrongly stated that the proposed accessory use as an"artist's studio"in an accessory garage was not permitted,because the proposed alterations would result in an accessory"custom workshop/artist's craftsmen's workshop"which is listed in the code as a permitted use in the HB zone district. ZBA File#6852 Davas and Papagianis,R80 zone,Greenport,NY(April 16,2015).The Board granted variance relief for a proposed unheated workshop addition to an accessory garage with half bath and loft storage with a non-conforming side yard setback to be used for a personal woodworking hobby.The workshop use was not noticed as a non-permitted use. / I l Page S,February 4,2021 Received #7457;Nardolillo BAR ® , 202� KiT No. 1000-123-5-18 Zoning Hoard of Appoalf, ZBA File#6424 Adams,residential zone Orient,NY(Nov 16,2010)applicant proposed to construct an accessory structure to be used as an art studio which was noticed as a non-permitted use.The Board granted amended approval,using variance relief standards,for an"artist's workshop"as a permitted use making the distinction between the definition of an artist's studio"as a physical location for creating artwork and a location for the public viewing and/or private viewing and/or sales of same created artwork;"and the definition of an artist's workshop as"a physical location for creating artwork and expressly prohibits the public and/or private viewing and/or sales of same created artwork." ZBA File#6298 Manson and Millard R40 zone,Orient,NY(August 27,2009).The Board granted approval,using variance relief standards,for the conversion of an as built accessory garage in a front yard(variance)to an art studio which,based upon the proposed full bathroom,was deemed to be habitable space which is not permitted in an accessory building,finding that"the use as an artist's studio is solely for the applicant's professional use which is a quiet occupation that requires no equipment that would create noise or disturbance to the neighborhood." ZBA File#6108 Crary residential zone,Orient,NY(May 8,2008).The Board granted amended relief,using variance relief standards,for an"art hobby workshop studio"in a heated accessory structure with non-conforming setbacks.The notice did not mention the proposed use as a"non- permitted use" ZBA File#5803 Corcoran residential zone Cutchogue,NY(Dec.27,2005). Application to convert the second-floor attic of an existing accessory garage building to an artist loft/workshop by adding dormers and a half bathroom,denied by the Building Inspector as a non-permitted use.The Board granted variance relief,using variance relief standards,for the non-permitted use and approved the artist's studio/loft use conditioned upon the prohibition of renting,creating habitable space and installing heating in the accessory structure. ZBA File#5156 Taylor,residential zone,Cutchogue,NY(Oct.3.2002)..Application for a height variance to construct an accessory garage to be used for"contractor's vehicle,workshop,and storage purposes"The Board approved the application,using variance relief standards.The workshop use was not noticed as a non-permitted use. ZBA File#4751 Howell and Patton,residential zoner,Orient,NY(Nov.3,1999). Application to convert a two-story barn into an artist's studio containing a full bathroom on the first floor and a half bathroom on the second floor,determined by the Building Inspector to constitute a non- permitted second dwelling on the subject property.The artist's studio use was not noticed as a non- permitted use.The Board reversed the Building Inspector's denial of a building permit and approved the application,using variance relief standards,conditioned upon the prohibition of use of the accessory structure as a dwelling. ZBA File#4596,Caffrey,residential zone,Mattituck,NY(Aug.24,1998). Application for a side yard setback variance for a portion of an accessory garage workshop building,approved as applied for.The workshop use was not noticed as a non-permitted use. ZBA File#4369 Reece and Scharbenbroich,residential zone,Orient,NY(May 29,1996). Conversion of an as built accessory building with a non-conforming front yard location and setback into a"glass artworks studio." The workshop use was not noticed as a non-permitted use.The Board sought to interpret the code and determined that the use was a professional home occupation and/or a home professional office use that could be located as of right in the principal dwelling and denied the application. Page 6,February 4,2021 VI #7457,Nardolillo SCTM No. 1000-123-5-18 MAR 012026 Zoning Board of Appeals 5. The Board finds that prior decisions by the Board of Appeals and Code Enforcement Officials issuing Notices of Disapproval about the establishment of workshops/artist studios in accessory structures on residential lots have not been consistent.Prior Boards often used variance relief standards to grant such approvals and in effect,were rendering a de facto code interpretation. Section 280-4(B)Definitions of the Town Code does not define the terms workshop,studio,or artist's studio as a permitted use in an accessory structure. Section 280-4(B) states that"any word or term not noted below shall be used with a meaning as defined in Webster's Third New International Dictionary of the English Language,unabridged."According to Webster's, a workshop is defined as"a room, group of rooms, or building in which work, especially mechanical work, is carried on."Webster's defines a studio as"the workroom or atelier of an artist, as a painter or sculptor." 6. Based on prior decisions,the Board further finds that it has historically understood, the terms"artist's studio and artist's workshop"or simply"workshop"to be interchangeable,in that,the use is essentially the same, i.e.,the engagement in a home hobby or occupation solely for the personal enjoyment of the owner/applicant,and involving no viewing by or sales to the general public on the subject property. 7. Based on the sheer number of times that this issue has appeared before the Board,it would appear that this type of artist studio or workshop is a customary use to a single family residence. Moreover, there seems to be no question that these proposed accessory uses would be considered allowed accessory uses if the proposed activity took place in the main building where the principle use takes�ace�D" With regard to these uses the Board sees no difference as to whether they take place in the main/principle dwelling or in an accessory structure. 8. The Board,however,has also determined that key to these uses being allowed uses is not only that they are customary to principal use,but also that they are incidental to the principal use. In both of the cases before this Board, in order for these uses to be considered incidental,they must maintain a personal and/or hobby aspect to them and not become a more commercial type of use. To that end the Board has determined that the following elements/conditions led to the determination that these uses are customary and incidental to the principal use: 1. Such use is incidental to the principal residential use on the premises 2. The artist's studio/workshop in an accessory structure is not rented to or used by anyone other than the property owner of the principal dwelling 3. No individual or group instructions,classes or demonstrations related to the production/fabrication of crafts/art works in the studio/workshop may take place on the property 4. The property owner may not employ or engage unpaid assistance by any other persons(s)in relation to the production/fabrication of art/crafts in the accessory structure, 5. There is no exterior effect at the property line such as noise,traffic, odor,dust, smoke, gas, fumes or radiation 6. No display of products/art work/crafts etc. is visible to the street 7. No sales to the public are permitted on the subject property 8. Plumbing in the accessory structure is limited to a half bath(toilet and sink) and a utility sink. Page 7,February 4,2021 Received #7457,Nardolillo SCTM No. 1000-123-5-18 MAR 0,9 2026 Zoning Board of Appeals 9. Activities in the artist's studio/workshop in the accessory structure are limited to the production of crafts and works of art such as painting, sculpture,photography,ceramics, weaving/textiles,glass art(but not glass blowing), and personal woodworking/carpentry and auto mechanics on vehicles belonging only to the property owner. 10.No sleeping or cooking is permitted in the accessory structure 11.An accessory structure used as an artist's studio/workshop may only contain that one use in addition to non-habitable(unfinished,open rafters and stud walls) storage of general household items,garden tools and/or vehicles. 12.An accessory apartment in the accessory structure is not permitted unless the artist's studio/workshop use is removed and a special exception permit is obtained from the Zoning Board of Appeals. 13. The following uses are not,by this determination, considered to be permitted uses in an artist's studio/workshop in an accessory structure, as defined herein and are prohibited: workout/fitness activities,recreational actives,and home offices (as defined in the Town Code). Variance Relief 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is comprised of similarly sized one-and two-story dwellings with accessory structures on substandard lots. There are many properties in the neighborhood that have received relief for non-conforming lot coverage and setbacks. The proposed additions to the garage will" consolidate storage on the property and enable the removal of three existing storage sheds to "clean up the backyard" which will improve the appearance of the property in general. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The as built garage on the subject property has had a nonconforming rear yard setback since it was built prior to the enactment of zoning and bulk schedules. Any addition to the existing accessory structure would require variance relief.The applicant has reduced the size if the proposed addition to further reduce the proposed non-conforming lot coverage, as amended,but cannot construct a reasonable size workshop without variance relief. 3. Town Law 4267-b(3)(b)(3). The variances granted herein, as amended,are mathematically substantial, representing an approx. 80 % relief from the code for the rear yard setbacks and 17 %relief from the code for the proposed lot coverage.However,these variances are in keeping with the nonconformities granted to other properties in the neighborhood. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions of this board. 5. Town Law 5267-b(30)(5). The difficulty has not been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the relief as amended with conditions,is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a workshop and storage addition to an accessory SCTM No. 1000-123-5-18 garage while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. Receive. V11 RESOLUTION OF THE BOARD: In considering all of the above factors and applyinboIn%tebst under New York Town Law 267-B, motion was offered by Member Weisman(Chairpe y Member Acampora,and duly carried,to ZoRB DETERMINE THAT the workshop as;applied for, is a permitted accessory use in an accessory structure on the subject residential lot as long as it conforms to the conditions outlined above AND TO GRANT THE RELIEF AS AMENDED and as shown on architectural drawings labeled site plan and plans and elevations sheet 1 and 2,prepared by Thomas C. Samuels,R.A.,dated January 11,2021: SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed exterior staircase to the second-floor storage space shall be relocated to the interior of the workshop and shall only be accessed via the interior of the first-floor workshop 2. The applicant shall submit to the Board a revised site plan and architectural drawings showing the revisions required in condition 1 (one). 3. The three accessory sheds on the subject property shall be removed at the completion of construction of the proposed garage addition. 4. No Certificate of Occupancy shall be granted until the accessory sheds are removed as shown on the site plan. 5. The second floor described as storage space, shall remain unfinished and non-inhabitable with open rafters and stud walls. 6. No plumbing shall be installed in the first or second floor of the proposed addition 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 a possible denial by the Building Department of a building permit, 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 Page 9,February 4,2021 Received #7457,NardoliIlo I I SCTM No. 1000-123-5-18 MAR 0,9 2026 Appeals may,upon written request prior to the date of expiration, 9►i1lp� �i$$bi �6 exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,LehneM and Planamento (5-0 . Leslie Kanes Weisman,Chairperson Approved for filing / 0 /2021 Receive Art Studio MAR ®9 2026 I I Zoning Board of Appeals The proposed art studio is in the 2nd floor or the residential accessory garage. The use is private for the owner (Elizabeth Swift) and accessory to their home (residential use). The Board has determined that the following elements/conditions led to the determination that these uses are customary and incidental to the principal use: 1. Such use is incidental to the principal residential use on the premises. This is a home and continues to be their residence (for now their 2'home). The art studio is incidental to the residential use of the house. Their principal residence is in Hoboken, New Jersey. 2. The artist's studio/workshop in an accessory structure is not rented to or used by anyone other than the property owner of the principal dwelling. The space is a garage and storage. This space is solely for Mrs. Swift to be creative, in a proposed ceramics studio to throw pottery in a private, quiet space. Pottery and ceramics can be sloppy work, and this space fosters her creativity without wrecking the house. In New Jersey where she still resides, she is an active member of the Blue Skies Pottery community and creates daily in the shared studio space. She often spends several hours every day at the studio. Pottery is her passion. 3. No individual or group instructions, classes or demonstrations related to the production/fabrication of crafts/art works in the studio/workshop may take place on the property. She does not give lessons; this is intended to be a personal and private creative area. 4. The property owner may not employ or engage unpaid assistance by any other persons(s) in relation to the production/fabrication of art/crafts in the accessory structure. There are no employees, this space is a private studio for only the owner to create. S. There is no exterior effect at the property line such as noise, traffic, odor, dust, smoke, gas, fumes or radiation. There would be no discernable difference to the exterior, the interior space will be used, and the art does not produce any noise, traffic, odor, dust, smoke, gas,fumes or radiation. Received 6. No display of products/art work/crafts etc. is visible to the VTke6.9 Rig is a private home with no display of artwork for sale. Zoning Board of Appeals 7. No sales to the public are permitted on the subject property. No sales to the public are offered. This is her home and proposed studio. 8. Plumbing in the accessory,structure is limited to a half bath (toilet and sink) and a utility sink. Phase 1 has no bathroom or utility sink proposed. The owner intends to use a (3 bucket system) traditionally the buckets contain water for clay- washing tools and working the clay. The clay in the water buckets is reclaimed and the waste reused. The existing outside hose connection is the water source. In the future, they want to be permitted to include plumbing for % bath and utility sink (with Health Department). There is no plan for either a %z bathroom or utility sink currently. 9. Activities in the artist's studio/workshop in the accessory structure are limited to the production of crafts and works of art such as painting, sculpture, photography, ceramics, weaving/textiles, glass art (but not glass blowing), and personal woodworking/carpentry and auto mechanics on vehicles belonging only to the property owner. Mrs. Swift is a potter; she works with clay and ceramics. A copy of the power point is attached. 10.No sleeping or cooking is permitted in the accessory structure. No sleeping or cooking is proposed. 11.An accessory structure used as an artist's studio/workshop may only contain that one use in addition to non-habitable (unfinished, open rafters and stud walls) storage of general household items, garden tools and/or vehicles. Only one,use is proposed. 12.An accessory apartment in the accessory structure is not permitted unless the artist's studio/workshop use is removed, and a special exception permit is obtained from the Zoning Board of Appeals. No accessory apartment is proposed. 13.The following uses are not, by this determination, considered to be permitted uses in an artist's studio/workshop in an accessory structure, as defined herein and are prohibited: workout/fitness activities, recreational activities, and home offices (as defined in the Town Code). This application is for an art studio to be used by the ownerRecelved-VI ' MAR 0,9. 2026 Zoning Board of Appeals i� w LO a a f o Q N - 0 CO 0 m c C 0 N iz Swl Artist Stuc- 010 Inspiration and Background - January 2026 P i P Elizabeth Swift Received f MAR 0,9 2026 Zoning Board of Appeai<. him R e,' ■ Talented Amateur Artist CreatliAg home studio CD CD • Active and engaged artist • Focused on creative outlet ` and beautiful pieces r • Eager to create a quiet home art studio that will support my passion •r f / �Y � � s i f � Received 'j MAR 0 9 2026 Zoning Board ofI HPPaslF 7 1. M �. t I r ! r Received MAR 0 91026 Zoning Board of q . ppeais IWO 10 1 i } _ , it T A .'W Ilk 00 CD _ i r % . Jr VO N _ Ct trCD PWy� 6 4 f z, 4- _ liM �1U ry "Ok • _ eib• .A cc r i s c c -� _ 41 i�` Received Zoning Board of Appeals MAR 0%9 2026 APPLICANT'S PROJECT DESCRIPTION Zoning Board of AppeMn APPLICANT: Elizabeth&David Swift SCTM No. 1000-70-12-37 1.For Demolition of Existing Building Areas Please describe areas being removed: none H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension:22 x 18(garage) Dimensions of new second floor: 293 SF(art studio&storage) Dimensions of floor above second level: none Height(from existing natural grade): 18' Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: slab III.Proposed Construction Description(Alterations or Structural Changes)(Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: one story garage Number of Floors and Changes WITH Alterations: two car garage and 2°d story-storage&art studio IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property:_2.944 SF Proposed increase of building coverage: none Square footage of your lot: �22.526.99_ Percentage of coverage of your lot by building area(lot coverage)_@13% 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):N/A For Residential lots,is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): N/A V. Purpose of New Construction: additional storage and art studio VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed:waterfront home on Goose Creek. Alterations to existing garage in the front yard.2"floor space to be used as an art studio 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 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APP KA" A. Is the subject premises currently listed on the real estate market forgaa�l�ee9dNe a1s B. Are there any proposals to change or alter land cAZTr9? XNs,'XZe explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? Goose Creek 2.)Are those areas shown on the survey submitted with this application?des_ 3.)Is the property bulk headed between the wetlands area and the upland building area? Bulkhead&retainin wall 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction?Beyond 100' Please confirm status of your inquiry or application with the Board of Trustees: Building Permit issued. 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? Yes 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 I. Please list present use or operations conducted at your property,and/or the proposed use _existing residence with garage for cars, storage, and proposed art studio of garage 2nd floor (examples:existing single family,proposed:same with garage,pool or other) f Authorized signature Date APPEALS BOARD MEMBERS *0 SO�T�, - Mailing eved Ruth D.Oliva. � pl0 Southold Town Hall Gerard P. Goehringer, Chairman 53095 Main Road•POR49 926 Southold,NY 11971-0959 James Dinizio,Jr. G 0 � cl of Ap peaL Michael A. Simon Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman l'yC0�1 N�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net EIVED ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 d "'thOqld'�TOW tree FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 7, 2008 ZB File# 6117 1690 BAYVIEW ASSOCIATES Location of Property: 1690 North Bayview Road, Southold CTM 70-12-37 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated December 10, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. BASIS OF APPLICATION: Request for a Variance under Section 280-116B, based on the Building Inspector's November 5, 2007 Notice of Disapproval concerning proposed additions and alterations to an existing building at+/- 56.5 feet from the bulkhead. ZONING CHAPTER 280 OF TOWN CODE (formerly Chapter 100): Zoning Code Section 280-116-B states that: "All buildings located on lots upon which a bulkhead, concrete wall, riprap, or similar structure exists and which are adjacent to tidal water bodies other than sounds shall set back not less than 75 feet from the bulkhead." The property is bulkhead along Goose Creek. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 24, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant proposes to construct a second-story addition to an existing single family dwelling at 56.5 feet from the bulkhead, as shown on the site plan and maps revised November 26, 2007 y Mark K. Schwartz, A.I.A. Received MAR 0\0 2026 ' Page 2—February 7, 2008 ZBA#6117- 1690 Bayview Associates Zoning Board of Appeals CTM 70-12-37 ADDITIONAL INFORMATION: The site map also shows a proposed construction of patio, flush and on grade, at a minimum distance of 43.6 feet from the bulkhead. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The second-story addition will not extend closer to the creek than the existing house. Neither the one-story addition nor the proposed garage setback require a variance with respect to setback requirements. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant, adding a second story over an existing one-story house, cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The one-story dwelling as exists was legally construction at a nonconforming setback of 56.5 feet from the bulkhead. 3. Town Law §267-b(3)(b)(3). The variance requested herein is not substantial. 4. Town Law 6267-b(3)(b)(5). The difficulty has been self created. It is a result of the existing nonconformity of a house legally constructed 56.5 feet from the bulkhead. 5. Town Law §267-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. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefits of an addition to the residence, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Dinizio, and duly carried, to GRANT the variance as applied for, as shown on Site Map S-1 and Maps A-1, A-2, A- 3, A-4 dated November 26, 2007, revised 11/26/07 by Mark K. Schwartz, A.I.A. Any deviation from the variance given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or ` Page 3—February 7, 2008 MAR ® 9. Z026 1 I ZBA#6117- 1690 Bayview Associates CTM 70-12-37 Zoning Board of Appeals 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. 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. Vote of the Board: Ayes: Members Oliva (Vice Chairwoman), Dinizio, and Weisman. Chairman Goehringer and Member Simon were absent. This Resolution was duly adopted (3-0). (�" ti• 6 RUTH D. OLIVA, Vice Chairwoman 3/e-' /08 Approved for Filing 21.Robert Pitt Dr,. Phone: 845352.1929 Hudso1SearCh Suite#210. Fax:, 646.519.2515 Mousey, -Y 1095Z orders@hudsonsearch'.coin CERTtFICATE..OF;OCCUPANCY$EARCH Received M May 3,, 2022 AR 019 2026 Title #: TDA-22=5020. Zoning Board of Appeals Premises: 1690 North.Bayview Road I County: Suffolk; Municipality: Southold District: .1000 Section:. 070.00 Block: 12.00. Lot: 03.7.000 . A search of the;Building Department records has been made for the.above-mentioned premises. The following information has,been found: Certificate of Occupancy#9657 issued on 081,31/1979 for a Private One`Family Dwelling Certificate of Occupancy#Z-33935'issued on`09/03/2009 for Alterations.and Additions including Trellis And.Patio - - Certificate of Occupancy#Z-33934 issued on 09102i2009 for One Car Garage, Additional Information below. Rental Permit#0162 issued on 7/28/2021 Rental perrhitis non transferable I �r.wcn ..aisii tL C r:ciefes ltte wr+u-it r ice;r::Joacned rcv"rimrrtal Sgerrcy:vf,e;zarrn:a:i n?raS r&ctlaay'n iestm�r 3er4tr4s.re, 3asrrl,:vgn,lac 'e:r imna cr,: a,te�ieSt�(:;ar�mm rk:nge.aivl: :f tc!nformatan eccranl WOV 5 r'r`:::_Ind ir:r:rise acrrru.n Pr.rlmnnatwn,i-htivw re dams+ s lssumed:arts. 'acrpcs:�bmtt?1 for odor^Ytcn,ruzosa ire! - - ` MW-N OFSOUr1i O[i Received BULLRING.DEPARTMENT ' Tb"Qarlc'h Ofte S&dmml N.Y. MAR 0,q, 2026 Zoning Board of Appeals xo. ....9637..... ... Date ......... . .....'s.I.............., TESCERTWW W the' �•••�'.I..I I.. . ....... .... ..•..I....I......• In VY Of Property-"A .•IK . . M..........I".../.r ..• `1.• County Tax Mp No. 1000 godion ....Bldck. ... ...fa.•.I..I�at . ....tf7,.....,.... SubdbiWou...... .. ............ .Filed conforms subatxatWly to the Appli+adon for BaIldinp PanW4 lrasetofasa Med m.tWo Wilco dated • .-..rI - ....Jtp�11.17..... .., 19�'g pumnant to which Buibdbg Permit No. .. .••:40 f"..-. dared .. ..Apvil•16... ...........19.Tg War lsiued.and conform to aR of the requhmnents of ippffatiie pwWdow of the kw.JU occupancy for which this mt0c ate is bimed b ......... i �vstte.D�n�.1►�etAf21►10 1'+y.............. .... ... . .. ...... ... .. Thee to�liiued to •• /A�..r•..�1�.�fii�F. � •,w. •...I ..i..I..�•.... of the �i• Suffolk County Department of Health Approval ..9.30-JO.... ...0/30/.f79... . ..........., . I UWERWR rW CERTIBICATE NO...44.7M9. . . ..... ... .. I W4, .. I ........ ..Bulding hmpector. FORM''xo .4 TOWN as SOUTHOLD BUXLD33MG.DEPARTMENT Office of the Building Inspector 508fc1 Tower ;Hall Wing 'Southold; A.Y: CERTIFICATE OF OCCUPANCr ft Z-33935_ Date:• 09 03/09 TE= CERTIPISS that the building ADDITIONS/ALTERATIONS Location of Property: 1690NORTH HAYVIEW RD SO (HOUSE Na.) (STREL (HAMLET) Commty Tax ml p No.. 4.73889. =Section 70 Block 12 Lot 37 Subd Tisiaa Filed V p No. Lot Bo. conforms substantially to the Application _for,Building Percait heretofore filed In this office dated MARCH•25, 2008 ..pursuant to '.rhich r Building Permit No. 33823-Z dated APRIL 13, 2008. was issued, .and confarmsto all of the requirements of the applicable provisions of .the law.. The occupancy for .which .this certificate is issued. is ALTERATIONS AND ADDITIONS, INCLUDINQ WOOD TRELLIS-AND ON GRADE PATIO, TO AN ExISTING ON8 .FAMILY DWELLnJG,AS APPLIED FOR. PER MA #6117 DATED 2/7/9. The certificate is issued to 1690.'BAYVTEW.ASSOCIATES `LLC' (OWNER) of;the aforesaid building. SUFPMK CGMWW DSPARMOMT OF MRALTS APPROVAL N/A gGEC RICAI CE TrurCAn Np, 4003448 07' 16/09• PI ERS 'CE6tTIFIGMCH DAM: 07'Z3/09v J ZEE'S Pt_.UDW G HEAT . Au. ized,•Si4n Wre. w FORM NO. 4 Received TOWN OF DEPARTSOUTHOLDgR �" 2026 BUILDING DEPARTMENT Office of the Building Inspector Town Hall Zoning Board of Appeals Southold, N:Y. CERTIFICATE OF OCCUPANCY Ho: Z-33934 Date: iI9 ff2f09 1'iQg CEEtT axs that the building ACCESSORY._GARAGE Location of Property: _1690 NORTH BAYVIEW RD SOUTHOLD (HOIISE NO.T (STREET) (HAMET) County Tax Mp.Ho- 473989 Section 70' Block 12 Lot 37 Subdivision Piled Map' lqo: Lot Eio. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 27, 2008• pursuant to Which Building Permit Ho. 33824-Z dated APR,IL 15, 2008 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 ACCESSORY ONE CAR GARAGE AS: APPLIED FOR. The certificate is issued td, 1690 BAYVIEW ASSOCIATES (OWNER) of the aforesaid building. SUFMLS OOMgTY DEPARTMENT OF'MUMTH APPROVAL N/A SLBC RICAL ad. 4003448 07/16/09 Pf MMMSS C=TIFIC=Cw UATBD N/A Auth rued Signature Re"r, 1/si of sojuryr�o TOWN OF SOUTHOLD BUILDING DEPARTMENT Received g� ,o TOWN CLERK'S OFFICE MAR 0,9. 2026 SOUTHOLD, NY Zoning Board of Appeals BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51567 Date:01/16/2025 Permission is hereby granted to: Elizabeth Swift 725 Park Ave Hoboken, NJ 07030 To: Construct'additions and alterations to an accessory garage as applied for to include second story storage and an outdoor sauna. Premises Located at: 1690 N Bayview Rd, Southold, NY 11971 SCTM#70.-12-37 Pursuant to application dated 11/07/2024 and approved by the Building Inspector. To expire on 01/16/2027. Contractors: Required Inspections: Fees: Accessory-Addition/Alteration $375.00 CO Accessory $100.00 Total S47S.00 Building Inspector 4'-0' 4'-0' 14'3' 1 8'-0• 14'-3• (Z)2x6 RI A!JOIST �\ 1 5.112' 9'-11R' - - -- STAIRS BELOW HEADER SCHEDULE -- —_- ^ OUTDOOR (2)36'x60'D.H. L UNLESS NOTED OTHERWISE,ALL UNLESS NOTED OTHERWISE,ALL o SAUNA TO BE 1.SOLID- NEW WOOD DECKING HEADERS SHALL BE: ENGINEERED STRUCTURAL MEMBERS R, SELECTED 8 WOOD POST I TO BE SELECTED BY 1 'I (2)2xfi@ SPANS UP TO 4'4)' SHALL BE MICROLLAM®LVL 2,OE. rc BUILDER �� OWNER - (2)2x8@SPANS 4'-l'TO 5-0- ARL:H_TURAL OWNER NEW 1xfi DECK Iaj I I (2)2x10Q SPANS -.1-TO 5-0' UNLESS NOTED OTHERWISE, JOISTS®16' NEW 1 3/4'x 7114'LVL F.J.@16-c i 2x8 R.R. 2.8 R.R. (2)2x12 @ SPANS V-1•TO 8'-0' STRUCTURAL POSTS SHALL BE DESIGN }36NB0' s D.C.SLOPED i 14R ON TO I— HEADER SIZES CALLED OUT ON 3 2x4 POST 2x4 WALLS FOR POSITIVEL.s GRADE `I Q16.D.C. Q,6'0.C. (4)2xfi POST @2x8 WALLS (2{ �,� OflAINAGE �F PLANSSFMILL SUPERSEDE THIS n///Fry�'eAT I SCHEDULE P.O.BOX 250 VERTICAL CEDAR --A4r-- a/_18'-3' 20 LAA �I TELEPHONE: 7934608 Q��r YAPHANK.NY 11980 9 4'0' 4'-0' •1-13'-T NS -- EMAIL PARTITIONS H r CONSTRUCTION LEGEND'- - DANX6SINGD2_0DXMCHDEBIGN.CGM NEW 2x6 EXTERIOR 82.4 INTERIOR WALLS 18'0.C.-U,N.O. O yO , ! _ O w a :PROP STORAGE 50 CFM EXHAUST FAN r- a('� 5 'II EXISTING WALL TO REMAIN _ < I�IrN 8 r`r o 293 S.F.AREA 8 00 HARDWIRED Sh10KE8 CAR00N MONOXIDE DETECTOR ow 3 F2jWp Zo;In' -00 B%2345.F.LIGHT RE09 0 I' _ w i y 2 y�i 9 w EXISTING 2-CAR I - S.D• Ea. F.LIGHTPRONDFD - GI 3 >¢ w ®C.O. 4%11.7 S.F.VENT REOD 3 Z_ 0 _ ❑ Q I F7 :4 - WINDOW&DOOR LIST FOR LIGHT AND VENT ONLY - 3p z �po3 GARAGE F'45.0 B.F.VENT PROVIDED 2 •---- Y I; ❑ ! VENT VISIBLE c®rwcxr.rnsooanFarArwtrore=saw V O O - w NEW 5/8'TOE GYPS O i W WINDOW 312E MANUF. TYPE AREA GLASS NOTES p Z� Z V C m !; ❑ ;i I' PRODUCT SILL �WY4 DK ARCHITECNRALDE6IGN,P.C. F O r�n BOARD ON ENTIRE CEIU G 0 - ❑ V' _.-.__.. 00 it S.F. S.F. I�i¢ *u O W Z ¢ Ali u 36n60'St Ir DOUBLE HUNG MARVIN ELEVATE 20' 5.78 10.59 w� _� 96'x80' MARIAN ELEVATE WA 21.82 4fi.5< I �; I 3 - I SLIDER DOOR CONSULTANTS CE I NOTE: V ¢ _D• I i -EXACT NUMBERS ON LIGHT AND VENT ON CUSTOM WINDOWS&DOORS ARE GIVEN AS 14R UP NEW BEAM HANGER NOTE: 3 s 2' ANAPPROXIMATE CAPABLE OF -REFER TO HERS REPORT FOR U-VALUE& G.0 S.H .FOR ALL WINDOWS GLASS DOORS. WITHSTANDING 3500 LBS I VERIFY �4'-0' s Wi 12' 4'0' ,� �. -ALL EXTERIOR DOORS ARE TO HAVE POOLAlARMS NEW 9fi'x84.0VERHEAOGARAG DOOR NUMB RAILING ♦' 2' ,2• . TO BE SELECTED BY BUILDER/OWN RISERS ' -__- TO CODE NEW(2)1314'z91/4'LVS HOR 'NEW 32)13/4'z9111-DR -- - - - NOTE G.GTOVERIFY 4'•T 3/4' I 4'-6' I- I� 31'-0 3'-0' 9'-112' � 3•� 3•; NUMBER OF RISERS rf w-3• - i 4'-0' n PROPOSED FIRST FLOOR PLAN SCALE:,14'=1'-0- n PROPOSED SECOND FLOOR PLAN : 30ALE,l4=,-0' n PROPOSED ROOF PLAN SCALE:114-1-0 NOTES: `/ NOTES: v NOTES: ROOF CONSTR.: ... --ALLEX.MEASUREMENTS ARE TO BE VERIFIED PRIORTO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL EX.MEASUREMENTS ARE TO BE VERIFIED PRI0R TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL ROOFING NAILS TO BE STAINLESS STEEL CEDAR ROOF SHINGLES ._..... SHOWN ARE TO EX GYP.BOARD. SHOWN ARE TO EX GYP.BOARD. VENTGRID -ALL EXISTING WALLS TO BE REDUCED TO7'-6'PLATE HEIGHT INCLUDING NEW(2)2x4 T0P PLATES(V.I.FJ ALL NEW WALLS TO BE 2x4 STUDS @16'O.C.REFER TO SECTION FOR PLATE HEIGHTS. IP30 BUILDING PAPER -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. •CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS, ICE AND WATER SHIELD(ON ENTIRE ROOF UNDER 4:12 PITCH) 12'CD%SHEATHING 2.8 RR @ 16'O.C.(REFER TO PLAN) e CEDAR ROOFING TO s1(S-0'OAAX BLDIG HGT SPRAY FOAM S CATION MATCH M1WNOWEWNGR PROPOSEDRIDGE HEIG T -- --------'-- F-0D H 72 2 `w W 18'-0'MA%.SLOG.HGT. 18'-0'MAX.SLOG.HGT. LINE OF WALL BEYOND 4 r 14 1 /' f n PROPOSED RIDGE HEIGHT NEW 1'AZ TRIM OVER PROPOSED RIDGE HEIGHT I _ I (. I 2ND FLOOR PLATE "' O 12 ,2 (SOUTH (3)13/4'x 14 BOAR'AZEK RAKE 1 ..; I� } "-�Will OD &D003 HGT. � O 2ND FL00R PLATE __ .,. I , BOARD,TYP. 2ND FL00R PLATE _ TL -�'T- 1+")r- (2)13!W 14'LVL LVL RIDGE I I (SOUTH SIDE) (SOUTH SIDE) - I �- TYPICAL WALL CONSTR.: SIDING TO MATCH EXISTING ONO FL0OR PLATE WINDOW 880O0R HGT. 2ND FLOOR PLATE CEDAR SHINGLES PROPOSED I I ~ v WINDOW 80O0R HGT. �•�- � __ � _ �1—T— (NORTH SIDE) (S0RTH SIDE) NEW NAADMI WINDOW NOTE: - 0 1 — -) -,1.. 975 BUILDING PAPER STORAGE I' I W COLOR:WHITE ` OPEN TO I :_. '1 NEW,'x3'TRIM OVER 'I I i_ I I 1 A to 2x SCDXTU S@16.0 TOCODE n I mI I13 U-VALUE:028 BEYOND - - -I T C- CEDAR SIDING TO 5/4kB'AZEK RAKES l T.'II 2x4 STUDS @ 18'O C.(U.N O) I I x eI SHGC:0.28 _ LI { _T ) PR0VIOE3''TSG COX I �19 MATCH EX. it F- BOARD,TVP. 3'(R21 SPRAY FOAM INSUL SLOPE MIN.TO 1 I T, c ,2- YP.BOARD 1/8'PER 36'HIGH CABLE > DH. D 1 -/� ' - FOOT PLYWOODSUBFLOOR I � I_ CEDAR SIDING �Tl�_ 2ND FLOOR SUBFLOOR MATCH EX 1ST FLOOR PLATS - ';RAILING TO CODE -- L • NEW ZIB FJ. 150.C.2ND FL00R SUBFL0CR - - -- - -� '.-- 2ND FL0OR SUBFL0011 „2ND FL00RSUBFL00R � -- 2ND FL00R SUBFL0OR WINOOWSL)OORHGT EW 2x6 I Q -'--- "' � ----- - �(3113/4'xB 1/4•LVL W! ' 1ST FLOOR PLATE NEWS/4'x0'AZEK 1ST FL00R PLATE - --'---`-' DECK JOISTS o•_— ._ ..� _ 12)1'x..STEEL FLITCH NEW OOUBIE I (n �/ TRIM BAND,TYP. --)— - @t6'0.C. PLATES,TOP FLUSH W/T,O. TOP PIATEI I ys� W_ Z _ "T p ___ _ SLOPED FOR FLOOR JOISTS PROVIDE I I-� Q WINDOW 8 DOOR HOT, WINDOW&DOOR HGT: - 8 NEW TREADS zl"'Irf II I 1, GARAGE DOORS I.' I ,T- I I ILL ❑ DRAINAGE METAL JOIST HANGERS AS I y I -00 7' V Q O O T U F - REQUIRED I < I Q AND DECKING TO I I• _III I 1 I{ i I I - -TT- 0 o I I I ro BE SELECTED ❑ q �_ I t I T r : '� -_ _ EXISTING 2-CAR I I O CV w _ BESELECTED BY ( III - TZ ,1TT�`��'T�T' __ _ GARAGE I I LLI ,,Fn� EMD O ❑ , - I I . I.L WOWNER I ; NEWBY OVER EXISTNO CONCRE ES AB �i 1 ! I I'-!1 �I:" GARAGE SLAB EXISTING FOOTING TO REMAIN(VI.F.) .. I EXISTING GRADEI - STING GRADE/ •.!- 1 _.1 I._,I.-', I._.'.. .I.. I.I _ I. --J O GARAGE SLAB GARAGESLABco � wQZ, PROPOSED SECTION SCALE:,/4- T-D' SCALE:1/4'=1'.0' Q w � O nFRONT ELEVATION (FAST) SCALE:V4'=T 5 RIGHT SIDE ELEVATION (NORTH) ECALE:1/4'=1'-0' v .0 HATCH01-F-003 FOR TYONpF FRAMING CONSTRUCTION TO REMAIN —F v -REFER TO F-001-F-003 FOR TYPICAL FRAMING DETAILS R311.7 STWRIM1'AYNOTES: NOTE: NOTE ROOFCONSIAUCRON: STAIRWAYSHALLNOTBELESSTHANWINCLEMWIDTH )SSUE/DATE: -ALLE%TERIOR WINDOWS ANO DOORS SHALL MEET MINBdUh1 DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM O'c31GN PRESSURE 0F40,UNLESS NOTED OTHERWISE. CEDAR ROOFING TO MATCH MAIN DWELLING I ABOVE RANORAILS. -ALLAREAS757THINONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WINMORNE DEBRIS -W,LAREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVEWIND-BORNE DEBRIS VENT GRID -HEADROOM SHALL NOT BELESS THAN 6S'MEASURED ISSUED FOR PERMIT-6232024 PROTECTION AS DETAILED ON SHEET A-300. I PROTECTION AS DETAILED ON SHEET A3 W. 300 BUILDING PAPER ICE AND WATER SHIELD ON VERTICALLY FROM TREAD NOSING. ISSUED FOR PERMIT•1172025 ENTIRE NEW ROOF(UNDER 4:12) _ -A FLIGHT OF STAIRS SHALL NOT HAVEA VERTICAL RISE OF 12'CDX SHEATHING 151'TMTHOUTA LANDING. 2x8 ROOF RAFTERS '` ---- LASER HEIGHT SRALL NOT BE MORE THAN 5'(RS5)CLOSED CELL SPRAY FOAM INSULATION I t 81(4'HIGH AND ALL RISERS MA RIGHT OF STAIRS SHALL 10'-D'MAX BLDG.HGT. 18'-D'MA%.BLDG.HGT SOLID BLOCKING I ( I' NOTOIFFER MORE TRAM 3B'. ------- -- -- ,I 1� TREAD DEPTH SKALLNOT BE LESS THAN TAND ALL PROPOSED RIDGE HEIGHT PROPOSED RIDGE HEIGHT - I I 1 _._J; ABOVE TOP PLATES l_ L .-L':--J_ -1'_ I. - TREADS WA FLIGHT O°STAIRS SHALL NOT DIFFER MORE 4f12- I - I 14 r I -r I I I. ALUM.FLASHING THAN 37. I' GI ., &DRIP EDGE 1 `- I I 2ND FL00R PLATE 2ND FL00R PLATE - -TREAD NOSING SMALL NOT BELESS THAN L4'AND NO / MORE THAN 1 114'. (SOUTH SIDE) fwi I (SOUTH SIDE) ---� ALUM.GUTTER OVER i WINDOW 8 DOOW HGT. 'I,II 2ND FLOOR PLATE WINDOW 8 f)OOR HGT I,- t J_. 2ND FLOOR PLATE i 1 (NORTH SIDE) �x :I (i G 1 (NORTH SIDE) 1XJ'AZEKTRIM I R31i.7b.21 WNDER READ NOTES: L,_ I1 TT� SAXE FASCIA BD.OVER 1 2 29 WINDER TREADS NSA �UfA TREAD DEPTH OF NOT ��[ TNE © I I.T. J —� I.'_ NEW 2x5 NAILER TO MATCH F-00 F-00 F-00 (254, ) SLIDING I , 1 EXISTING VERTICAL PLANES OF THE FOREMOST PROJECTION OF —I LLLIII--- ^ °/ NEW36•HIGHCABLE -TT—T- DOOR -T I-'-yam N 7?GYP.BOARD FINISH ADJACENT TREADS AT THE OJIERSECTIONSWITH THE rfe r :.L!.I..__!_I.11._..1.' NEWI EW :_- WALXUNE,VANDER TREADS SHALL HAVE TREAD DEPTH srrc aGsron . I --___ --_— CONSTRUCTION. r. HANDRAIL TO CODE -----__ ___-_ ____ wrovrsurt. � °''� M GUARDRAIL AND rD BEAD BOARD SOFFIT. FLOOR OF NOT LESS TMPNB NOTES(752 A7 PLAY POINT PROVIDE(2)1-CIA.SOFFIT -_-- ---___ FLOOR FINISH(SELECTED BYOWNERI R1IHM THE CLEAR WIDTH OFTRESTAIfl.WITHIN ANY --_—_— '� �' o - - VENTS@R24'D.C.vq WIRE .. - - _ __ MESH SCREENING 3'1 PLYWOOD RIGHT OF STAIRS,THE LARGEST WINDER TREAD OEPIH 0 2ND FLOOR SUBFL00R 2ND FL00R EUBFL00R _ 2NOFL00R SUBFL0OR -.. -.:___. 2ND F_L0OR SU_BFL00R_ FLOOR JOISTS(REFER TO PLAN) AT THE WALMUNE SHALL NOT EXCEED THE SMALLEST WIND0W8D0OREHGT. I- 1 I I ,-i WMO0W 800OW HGT. -1ST FLOOR PLATE W TM ftALL B CONSTRUCTION-' -j BLOCYJNG IN07 TO EXCEEDS Fi.) WINDER TRE0.0 BYMORETLJ, SIDING SEE ELEVATIONS) 391NCH(B5 ML.1)CONSIS7FNTLY SHAPED N7NDFAR AT I BARRIER THE IVAU0 NE SHALL BEALLOWED WITHIN THE SAME ----_— ... - I I 1?CD%SHEATHING 1, FUGM OFSTAI0.SAS RECTANGULAR TREADS ANO SHALL 2x4Q16'0,C. `%` ' NOTBEREONREDTO BE VMIN 3R INCH(9.5 SIM)OFTHE ADP�1ryA�0h� L •1 -'T)- li 0 VERTICALCEDAR -I I -_L 3'(R-21)CLOSED-CELL SPRAY FOAM RECTAINGULARTREADDEPTH. PARTITIONS. INSULATION L 04i yc0 U 27 J- r I SIS'TYPE GYP.BOARD FINISH COORDINATE WITH I I 1/7 GYP.ED.INTERIOR R311.7.8 HANDRAIL NOTES: f!•:Ly SAUNA SPECS. - I I•'-T A HANDRAIL SMALL BE PROVIDED ON NOT LESS THAN ONE J I .1 MR SEALING NOTES: SIDE OFA FLIGHT OF STAIRS FOUR ORMORERISERS ❑ I G Y - 7 J' 1 REFER TO SHEET F-003 -UM19RA1-SHALL BE NO LESS THAN 34•ANO NO MORE ,� 6 5 P _ _ —' OF NEVI STRATEGY&TYPICAL 41A,%TFWLSHALL NOT PROJECT NO THAN EXISTING GRADE/ -II I' II I II__ 1. EXISTING GRADE/ I I I �r I I I _.__ FOR AIRSFALING THAN 38'IN HEIGHT. 9JF='OA24 yO GARAGE SLAB GARAGE SLAB T—�—rr DETAILS 412'ON EITHER SIDE OFTHESTAIRWAY. !-AI CONC.SLAB TO REMAIN -HAA'DRA'LS ADJACENTTO WALLS SHAIL HAVEA SPACED 6 REAR ELEVATION N RTH SCALE:114•=7-0' 7 LEFT SIDE ELEVATION (SOUTH) SCALE:1/4•=1'-0' GRADE W NOT LEES THAN 712 BETWEENWAILANDHANDRA I. R31Z1 GUARDS: NOTE: NOTE: EX HAUNCHED FOOTING ' -GUARDS SRALLSEPR01,70ED FOR PORTIONS OF PROJECT NUMBER: -ALLE%1ERIORWINDOWSANDDOORSSHALLMEET h11NIMU.7 DESIGN PREBSURE OF a0,UNLESS NOTED OTHERWISE. -ILL EXTERIORWINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. TO REMAIN(V.I.F.) % OPEKSIOEDWAL)CNG SURI%10.6TAIRB,RANPS,ANO OUAREASWTINNONEMILE0FCOASRJNEANDAREAS ST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS .ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WINPBORNE DEBRIS /. IA VGSTHATARE LOCATED MORE THAN 30•ABOVE DK202412 PROTECTION AS DETAILED ON SHEETA-300. PROTECTION AS DETAILED ON SHEET AS00. AOJACEM SURFACES. GUARDS SHALL BE NO LESS THAN 35'HIGK n TYP. WALL SECTION GUARDS ON OPENSIO M OF RSTAIRWAYS SHALL BE NO /� LESS THAN34'PNDNOMORETHAN 30'IN HEIGVT. A OOL •GUARDSSHALL NO'HAVE OPENINGS TRATALLOW F[ 5 `� SCALE:314•=1'-0' PASSAGEOFAVSPHERE Received AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS MAR 04 2026 TOWN OF SOUTHOLD Zoning Board d ApPeW6 WHEN TO USE THIS FORM: This form must be completed by the applicant for 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: Elizabeth&David Swift 2. Address of Applicant:_725 Park Avenue,Hoboken NJ 07030 3. Name of Land Owner(if other than Applicant):_same 4. Address of Land Owner: 5. Description of Proposed Project: use existing second floor of garage for art studio (conditioned space) 6. Location of Property: (Road and Tax map Number)_1690 N.Bayview Road, Southold 7.Is the parcel within 500 feet of a farm operation? { )Yes { X} No 8. Is this parcel actively farmed? { } Yes {X ) No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 2. 3. (Please use the back of this page if there are additional property owners) Signature ofr 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. 1 6I Z20 Received Appendix B Short Environmental Assessment Form 'MAR 04 2026 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 ZBA Name of Action or Project: Elizabeth&David Swift Project Location(describe,and attach a location map): 1690 N.Bayview Road, Southold Brief Description of Proposed Action:use existing space of second floor of accessory garage as art studio Name of Applicant or Sponsor:David&Elizabeth Swift Telephone: E-Mail: Address: 725 Park Avenue City/PO:Hoboken State: NJ Zip Code: 07030 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? x If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2.Does the proposed action require a permit,approval or funding from any other governmental Agency?If NO YES Yes,list agency(s)name and permit or approval: x 3.a.Total acreage of the site of the proposed action? _.5 acres b.Total acreage to be physically disturbed? _0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .5 acres Page 1 of 4 4.Check all land uses that occur on,adjoining and near the proposed action. oUrban oRural(non-agriculture) oIndustrial oCommercial X Residential(su tb iVe- oForest OAgriculture oAquatic oOther(specify): oParkland MAR 0,9 2026 5.Is the proposed action, a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? 6.Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES 7.Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO jYES f Yes,identify: __ X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action ? X 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 ES Y X If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? If'/z bathroom added NO ES Y If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic Places? NO YES b.Is the proposed action located in an archeological sensitive area? 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14.Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all tlhat app y: © Shoreline © Forest ©Agricultural/grasslands © Early mid-successional © Wetland © Urban Suburban NOx IYES Page 2 of 4 15.Does the site of the proposed action contain any species of animal,or associat"Ift,064 by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? 202� NO YES MAR 04 17.Will the proposed action create storm water discharge,either from point or ZMP"n es. NO YES If Yes, a. Will storm water discharges flow to adjacent properties? ©NO O YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ©NO O YES 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? X If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO ES Y solid waste management facility? X If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO IVES completed)for hazardous waste? X If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE �+� pplicant/sponsor name: `j l�liC e,9, f ,YI Date: 'k(q t,G4 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the f llowing o questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No, or Moderate sm 11 a to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2.Will the proposed action result in a change in the use or intensity of use of land? 3.Will the proposed action impair the character or quality of the existing community? Page 3 of 4 4.Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? '31 I l 5.Will the proposed action result in an adverse change in the existing level of traffic or affect � ive 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 MAR 042026 reasonably available energy conservation or renewable energy opportunities? 7.Will the proposed action impact existing: Zoning Board of Appeals a. public/private water supplies? b.public/private wastewater treatment utilities? 8.Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9.Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11.Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3.Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impa tsc. 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 onsidering its setting,pro ability of occurring, c b duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Page 4 of 4 Received MAR 0\9 2026 o Check this box if you have determined,based on the information and analysis above,and any supporting aoktiFeMifion, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. o Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 5 of 4 Y { V Board of Zoning Appeals Application Received MAR 0;9 2026 OWNER'S AUTHORIZATION Zoning Board of Appeals (Where the Applicant is not the Owner) residing at wx �V C {� Print roe owner's name (Mailing Address ( property rh' ) ( g ) do hereby authorize PaMCICk 0,6'd'I 0 0$&4 (Agent) 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 280146(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. ( is Signature) (Print Owner's Name) AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME :_Patricia C.Moore Po(Last name,first name,middle initial,unless you are applying in the name of someone else or o h ` ►► �, u 5 a company.If so,indicate the other person's or company's name.) 1 MAR 0,9. 2026 TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit zoning Hoard of Appsais Variance _X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 2— day-0 �-^ ,20 Signature Print Namef APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Elizabeth&David Swift all I (Last name,first name,middle initial,unless you are applying in the name of someone else o ars-i her entity,such a company.If so,indicate the other person's or company's name.) e TYPE OF APPLICATION: (Check all that apply) MAR 09 2026 Tax grievance Building Permit Variance _X Trustee Permit 'Inning Board of Appeals Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO _X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of�_,20 Signature Print Name LWRP CONSISTENCY ASSESSMENT FORM I I A. INSTRUCTIONS MAR 019 2026 Zoning Board of , ppea s 1. All applicants for permits* including Town of Southold agencies, shall complete this MAF 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# 70 - 12 - 37 The Application has been submitted to (check appropriate response): ZBA 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: use of existing 2°d floor of accessory garage as art studio Location of action: 1690 North Bay Avenue, Southold Site acreage:_.5 Received Present land use: house and garage Present zoning classification: R-40 LIAR 04 2026 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: Elizabeth&David Swift (b) Mailing address: 725 Park Avenue, Hoboken NJ 07030 (c) Telephone number:Area Code ( 917) 705-2423 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ❑ If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. 0 Yes ❑No❑ Not Applicable accessory use in accessory structure enhances the residential character of the community 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 Ea No 0 Not Applicable 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 ❑ No FXI Not Applicable NATURAL COAST POLICIES Received Policy 4. Minimize loss of life, structures, and natural resources from flooding and er�osiog.94914 WRP Section III—Policies Pages 8 through 16 for evaluation criteria Zoning Board of Appear Yes Ea No Not Applicable 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 Ea No 0 Not Applicable 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. E Yes Q No® Not Applicable Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III—Policies Pages 32 through 34 for evaluation criteria. Yes No X Not Applicable 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. Q Yes ❑ No P 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 LAW Section III—Policies; Pages 38 through 46 for evaluation criteria. Q Yes-' No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Receive Policy 10. Protect Southold's water-dependent uses and promote siting of new wa%AJOV9n Bt uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Zoning Board of Appa��` Yes ❑ ❑ XNotApplicable 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. ❑- Yeses N(PXNot 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❑No P Not Applicable Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Q Yes❑ NE] XNot Applicable TOWN OF SOUTHOLD PROPERTY RECORD CARD, ��:O.W (STREET i VILLAGE — -- DIST_ _A SUB. LOT 1 4'�;'i.��..•®�t� 9� ti.�_�e. �i....-- —...f_p r''!,_.._.__7'� T'f r; S _ h, .1 T OR N OAiIER401 s. t}d E ACR ,;+a' ,. p�q. �r� } :a e; "f Y i f�f.. _.°"H' �:r— ff'..'� _ r- -•—' f E — --— ——' ! <+., :� ., 5 W TYPE OF BUILDING RES. � .'' e ( SEAS. VL. R' FARM COMM. CB, MILS, Mkt. Value LAND IMP. TOTAL DATE , REMARKS i —.`� }�� ___ `_-_— -- ! :,f� p�d•I lyr,� f�i r t ��r �, .� — ,l �' :'a'f � ��, ��1.,.. ��t ltt t. ;�!`! dr '.+" Bye• t,; t r,�' �� r- "`"� g —'�"p� p f _•ga. r� � {` �:4�a<;?"I ! I � r� � �f d 1` �� '1}C ��_•°�� r�r;��, t�.t t'+�1 I � ��.E, � �; L�� )�"``±�,i jfi,,!� � ..`fit. t yys )Ej �l r}y ) . jju — a _ e t 9 Y Tiliabie �i FRONTAGE ON WATER I 1 Woodland FRONTAGE ON ROAD Meaclowland A DEPTH - House Plat I BULKHEAD Total � - '..y "Y L COLOR N TRIM , Y — c Q 1 o ® _ r r9 " 3 f i 474-�AU4 M. Bldg. Extension Y Extension /rt' yv5 Extension I /3 .��- s �9S' Foundation �� Bath f % I Dinette : r { Porch Basement ,5 i h Floors /t j��f K. Porch Ext. Walls ��/ Interior Finishi, LR. Breezeway / Fire Place N Heat C9, DR. ype Roof , � Rooms 1st Floor BR. Garage , / zv jv� ?i / 1 z -- Patio \ Recreation Room Rooms 2nd Floor FIN. B O. B. �. Dormer Driveway Total �� 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • •- _., S I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ y I■_.■_■_mmmm.■■■■■■■■■■■■■■■■■■■■ •t 1mmm■■m■■■■■■■1■■■■■■■■■■■■■■■■ :,:,;�"` ,■ii■iris■■■■■a■1■■■■Ei■■C ■:■7■■■ ■■■■■■■■■■■11lI■■■■■I■■■■■■■1■■■■ m■■■■■■■■■■11m1■■■■■Ili■■■■■■1■■■■ ■■■■■iu■■■■■■W[-■■■■I■■■I lido■■■■ • ENEMENE Finished B. Interior Finish Fire Place ' A • • ' � ONE m -• ' NEENIFIE=milsm—m- m0mr-W MIN �r r t -Al -LL r • t f 'i 1 -.:�1� � .�i a -� •r,• °� r" - ,j,/e►.............. '- ,�'• °� .(' y -. �It r`1 T �off � �. 1� _r •��iJ - �+.� - loom end •ems . `� ..M1- 1 ISM rtl soon Egos .�- y_ :� r r r 1 1 w y ti • r� ti •tr _' Receives I 1 MAR 0,9 2026 Zonmg Board of AppeN '• 1�p7• k, i• r� • 7 ,5. d r.r.� Y „ ` r . a a �. :5gp �r R gloom rr t , 1 wph ZBA CHECK FEES - 2026 Fundins Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/6/2026 1875Jackson LLC 8110 $750.00 1026 3/13/2026 3/9/2026 Swift,Elizabeth&David 8111 $1,500.00 11402 3/13/2026 3/10/2026 NOFO NDS,LLC 8112SE $1,000.00 6248 3/13/2026 $3,250.00 1 MAR 1 9 2026 in of Southold P.Q Sox 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/16/20 Receipt#: 352463 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8111 $1,500.00 Total Paid: $1,5QO.00 Notes: Payment Type Amount Paid Py . CK#114Q2 $1,500.OQ Moore, Patricia Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Moore, Patricia 51020 Main Road Southold, NY 11971 Clerk ID: MARIAD Internal ID:8111 S s ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK a --------------------------------------------------------- x 1` In the Matter of the Application of AFFIpAVIT OF ELIZABETH SWIFT MAILINGS - SCTM Parcel #1000-70-12-37 -------------------------------------------------x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, MADISON MESSINA, residing at RIVERHEAD, Iew York, being duly sworn, depose and say that: On the 12 day of June, 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 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. Dom A 9 MADISON MES INA Sworn to,beforq me this 2 day of Y1 , 2026 KYLEE S. DEFRESE NOTARY PUBLIC,STATE OF NEW YORK ( otary Public) Registration No.01DE6420156 Qualified in Suffolk County Commission Expires August 2, 2029 o fit y Ir . ® e O - o Q. ® ® O ■ C3 r3 4 ,rt Certified Mail Fee Fee rtified Mail ' ti"? , c Ce fj� " ro Ate. rTl Extra Retsuen Recel lee &Fees(checkbox,add fee as appropriate)II r �1 IA1 2 2026 V-1 M Extra Services&Fees(checkbox,add fee as appropriate) } rl_I ❑ P(h Py) Ul't rU ❑Return Receipt(hardcopy) $ �T1 r� Q G X a f� ❑Return Receipt(electronic) $ c. \. Postmark t ❑Return Receipt(electronic) $ s;'p `` I�psfma k� " 10 ❑Certified Mall Restricted Delivery $ Here �'J, I= ❑Certified Mail Restricted Delivery $ a^ i "� Here N' •^— ��; ❑Adult Signature Required $ *.•S` `"`-=- `r .^'r.T/' r" Adult Signature Required Lin ❑ v Adult Signature Restricted Delivery$ ..?. '•'.� � ❑Adult Signature Restricted Delivery$ Posta 9 Postaqe o $ ;to $ Town of Southold/Town Hall '' Total F Thomas G. Houston Ii[! Tot' o $ Catherine W. Houston y o $ P.O. Box 1179 o- SentT 1340 Kimberly Ln sen Southold,NY 11971 Street y E^ to Stre -------------- � Southold,NY 11971 ------------ Ln --- Q ary,s Q' city, -------------- r I ■ER: COMPLETE THIS SECTION • • ON• ® Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X L [3Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. f Delivery or on the front if space permits. 71-7' 1. Article Addressed to: _ D. Is delivery address different from item 1' Yes If YES,enter delivery address below: No f`liomas G. Houston '-atherine W. Houston 1340 Kimberly Ln Southold,NY 11971 3. Service Type ❑Priority Mail Express@ ll I IIIIII I'll III I III III Illl IIIIII Il I I ll Il I I III ❑Adult Signature ❑Registered MailTM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery I ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTm 9590 9402 9696 5199 9212 13 ❑Collect on Delivery ❑signature Confirmation 2. Article Number(Transfer from service label) - ❑Collect ort,Delivery Restricted Delivery Restricted Delivery ❑Insured Mail ❑ i Insured Mal;Restricted,Delivery (over$500J PS For'.m'3811 Uuly`,:2Q20 P$N"1 530',02,000 9053 Domestic Return Receipt + , ■ • • . • ON bELivERy ■ Complete items 1,2,and 3. A. atu e ■ Print your name and address on the reverse l.t2rAgent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Rec ' by(Printed Name) C� e of`s�� ljI or on the front if space permits. � 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes Town of Southold/Town Hall If YES,enter delivery address below: ❑No 0. Box 1179 Southold,NY 11971 i —-" - - - - - 3. Service Type II ❑Priority Mail Express@ IIIIII IIII III I III III IIII IIIIII II I I I I IIIB Ill ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑ Restricted Mail Restricted ❑Certified Mail@ Delivery 9590 9402 9696 5199 9212 06 ❑Certified Mail Restricted Delivery ❑Signature Confirmation- ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery 11 Insured Mail \ ❑Insured Mail Restricted Delivery (over$500) PS Form 3811,±July 2020 PS 7530-02-600453` Domestic Return Receipt t i SWIFT NEIGHBOR LIST1� Kuhl Family Trust ° 1790 N Bayview Rd Southold, NY 11971 9589 0710 5270 2348 8460 64 Sctm: 70.-12-38.1 Hufflepuff LLC 1580 N Bayview Rd Southold,NY 11971 9589 0710 5270 2348 8460 71 Sctm: 70.-12-34 Danielle Zeifman Ross Zeifman 9589 0710 5270 2348 8460 88 1410 Kimberly Ln Southold, NY 11971 Sctm: 70.-13-20.11 Thomas G. Houston Catherine W. Houston 1340 Kimberly Ln 9589 0710 5270 2348 8460 95 Southold,NY 11971 Sctm: 70.-13-20.12 Town of Southold/Town Hall P.O. Box 1179 9589 0710 5270 2348 8461 01 Southold,NY 11971 Sctm: 78.-1-35 (water, Goose Creek) I I i I rnII ., Certified Mail Fee m Extra Services&Fees(check box,add fee as appropriate) Ili ❑Return Receipt(hardcopy) $ � El Return Receipt(eiectronic) $ a Pd�tr>tiark > ❑certified Mail Restricted Delivery $ 0 c:f''� �Uer6 Q . ❑Adult Signature Required $ at�r/ . 9�r rU ❑Adult Signature Restricted Delivery$ Posta - �E�# �a 1b Total Danielle Zeifman LZeifffian Q' Kimberly Ln `" old NY 11971 -------- � SECTIONI SENDER: COMPLETE THIS •MPLETE THIS'SECTION ON DELIVERY ■ Alli j„ sand 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return-the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B•,Received (P nted Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: _ D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Jriielle Zeifman i I doss Zeifman i410 Kimberly Ln t iotthold,NY 11971 3. Service Type ❑Priority Mail Expresso II I�IIIII IIII I'I I III III IIII IIIIII II I I I IIII I III ❑Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery 9590 9402 9696 5199 9212 20 ❑Certified Mail Restricted Delivery ❑Signature Confirmation"^ ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted belivery ❑Insured Mail ❑Insured Mail Restricted Delivery (over$500) P$`Form 3811,July;2020 PSW753bnb2-0oo-9053 Domestic Return Receipt ZONING BOARD OF APPEALS TOWN OF SOUTHOLD: NEW YORK ---------------------------------------------------------------x In the Matter of the Application of ELIZABETH SWIFT AFFIDAVIT OF POSTING Regarding Posting of Sign Upon Applicant's Land Identified as 1000-70-12-37 ---------------------------------------------------------------x .s COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Madison Messina of Riverhead, New York, being duly sworn, depose and say that: On the 24 day of June, 2026, 1 personally placed the Village'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 entranc , d that time Cad I hereby confirm that the Poster has remained in place-top-(4 9) days prior to the date of the subject hearing date, which hearing date was shown to be THURSDAY, July 02, 2026 at 10:10am. a ison Messina tbrn to bef re me this day of�, 2026 NOTARY PUBU I,V YORK Registration 56 Qualified "°ainty NOWPubllic Commission Ex,,-I",!". 1�1p;,�i , .029 KYLEE S.DEFRESE NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 DE6420156 Qualified in Suffolk County Commission Expires August 2,2029 . , r � OFT ■ . ■ I p •. e p Certified Mail Fee vat �� f I€ x+- .� -i?` �p Certified Mail Fee I �l � $ f M Extra Services&Fees(check 6oX,add/ee as appropriate) 5 r' Y fl l ❑Return Receipt(hardcopy) $ j,J �� EXtfd SeNioes$Fees(checkbox,add fee es approprate) $ ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) r I p d",+ P St k 888bbb ❑Return Receipt(electronic) $ �/ (`' El Certified Mail Restricted Delivery $ �,RTC \� ere v� El Certified Mall Restricted Delivery $ '/�:.; Postma ❑Adult Sirtignature Required $ 'is to J p1 rU ❑Adult Signature Required �HEre`ZZ� p, p LtI ❑Adult Signature Restricted Delivery$ `a flJ,`a •a' --�� []Adult Restricted Delivery$ Posts a —�— 1.a '` rf,^ �1') lt Sig 1 p 9 �'¢ty"TI�1C".-lt Postage f - . - M1L Tote T Totall Huffle uhl Family Trust O Sent7 puff LLC L 90 N Bayview Rd -------------- cO street 1580 N Bayview Rduthold,NY 11971 -- Q- cry"s SouthWd,•NY 11971 r r Iv.4c I i I I i i �= r�if "^'�v� I f� �..'�•'r ,Y�.�( /\ `J( rr... R_ ..-'-raiir/4�t �... -. -. � �• (( ��, � 1, �/ � .fit, � ( .��. � ` \ SUFFOLK COUNTY LEGAL NOTICE LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,AULY 2,2026 at 10:00 AM PUBLIC HEARINGS NOTIC E 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 Town.Hall Annex Lower Level,54375 Main Road,Southold,New York 11971-0959,on THURSDAY,JULY 2,2026: 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 httpJ/ southoldtownny.gov/calendar.aspx. 10:00 A.M.-1875 JACKSON LLC#8110-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's February 12,2026 Notice of Disapproval based on an application for a permit to construct a raised patio addition to a single-family dwelling(in conjunction with BP450030;at:1)less than the code required minimum front yard setback of 35 feet;located at:1875 Jackson Street,New Suffolk,NY. SCTM No.1000-117-9-14. 10:10 A.M.-ELIZABETH SWIFT#8111 -Request for a Variance from Article III,Section 280-13C,Article III,Section 280-15 and-the Building Inspector's August 21,2025,REVISED March 2,2020,REVISED April 29,2026 Notice of Disapproval based on an application to legalize"as built"additions and alterations to an existing accessory garage to include a second-story conditioned art studio with an HVAC system(in conjunction with BP#51567)and construct an accessory inground swimming-pool at:1)the proposed use in the accessory building is not a permitted accessory use,2)proposed swimming pool located in other than the code permitted rear yard;located at 1690 North Bayview Road,(Adj.to Goose Creek)Southold,NY. SCTM No.1000-70-12-37. 10:20 A.M. NOFO NDS,LLC/VITO TANZI,MEMBER#8112SE-Applicant requests a Special Exception under Article III,Section 280-13B(13). The Applicant is owner of the subject property requesting authorization to construct and establish an Accessory Apartment in an accessory structure;at 12600 New Suffolk Avenue,(Adj.to the Peconic Bay)Cutchogue,NY.SCTM#1000-116-6-13. 10:30 A.M.-SHELBY COX AND KATHRYN E CARLSEN/CARLSEN LIVING TRUST#8113-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's January 27,2026 Notice of Disapproval based on an application for a permit to replace and rebuild in kind an existing deck addition to a single-family dwelling;at:1)less than the code required minimum front yard setback of 35-feet;located at 2250 North Sea drive Southold,NY. SCTM No.1000-54-5-2. 10:40 A.M.SUSAN DUNNING#8114.-Requestfor a Variance from Article XXIII,Section 280-124 andthe Building Inspector's March 4,2026 Notice of Disapproval based on an application to construct additions and alterations to an existing single-family dwelling(to remain unconditioned);at:1)less than the code required minimum side yard setback of 15 feet;located at:925 Stephensons Road,(Adj.to the Long Island Sound) Orient,NY. SCTM No.1000-17-1-2.1. 16:50 A.M.-ALFRED VON HASSEL#8116-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's February 17,2026 Notice of Disapproval based on an application for a permit to reconstruct an accessory garage;at:1)more than the code permitted maximum lot coverage of 20%; located at:275 West Street,Greenport,NY. SCTM.No.1000-42-1-4. 11:00 A.M. MALLAS,STELLA#8120-Request for Variance from Article 111,Section 280-15 and the Building Inspector's March 2,2026 Notice of Disapproval based on an application to legalize an"as built" shed(under 144 sq.ft.)at 1)accessory located in an area otherthan the code permitted rear yard;located at 420 Summit Drive,Mattituck,NY. SCTM No.1000-106-2-8. 11:10 A.M.-DEBRUIJN,JOHANNES#8130-Request for a Variance from Article 111,Section 280-15,Article XXIII,Section 280-124 and the Building Inspector's January 5,2026 REVISED April 29,2026 Notice of Disapproval based on an application for a permit to construct an accessory pool house and construct an accessory swimming.pool;at:1)pool house less than the code required minimum front yard,setback of 35 feet,.2)swimming pool less than the code required minimum front yard setback of 35 feet,3)exceeding maximum lot coverage of 20%;located at:2625 Bay Shore Rd.,(Adj.to Shelter Island Sound)Greenport,NY. SCTM No.1000-7-2-1. 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. 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:kimfigsoutholdtownnygov. Dated: June 18,2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 ZBA Legal Notice July 2, 2026 Page 2 of 2 Qebuffork Milmf�. 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 Broward, 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: • Jun 25, 2026 Notice ID:wiBIJVgegCM4GsDFR94L Notice Name: ZBA Legal Notice July 2, 2026 Publication Fee: $185.33 A.j"a 6 adoriya Agent VERIFICATION State of Florida County of Broward Signed or attested before me on this:06/26/2026 k�'SWR Notary Public Notarized remotely online using communication technology via Proof. SHERI SMITH Notary Public-State of Florida a i¢ Commission#HH804448 a•. :o F ..:.0+�� Expires on May st,2030 Or 0- ZBA Legal Notice July 2, 2026 Page 1 of 2 Received PATRICIA C. MOORE Attorney at Law JUL p'2 2026 51020 Main Road t Southold,New York 11971 Zoning Board of Appeals Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal Madison Messina, Paralegal July 2,2026 Zoning Board of Appeals Town Hall Annex 54375 Main Road, Southold (By email &hand) RE: Appeal #8111 (post hearing) Dear Chairperson Weisman and Board: In accordance with your request at the public hearing on the application for an"artist studio"and for"a swimming pool in a side yard"Attached are the following: 1. Architect's certified letter of the lot coverage of the existing and proposed structures which includes the outdoor shower. 2. I have attached the adjacent owner's permits for the pool & hot tub: A. Building Permit#51205 dated 8/20/24(no CO found on Laserfiche) for 25' x 20 raised deck with 7' x 13' above ground pool. The pool and deck are attached to the house. B. Building Permit#51691 dated 2/27/25 for a hot tub. (no CO found on Laserfiche) C. The 1/2 size basketball court, located adjacent to my client's property, is located in the side yard. (no Building Permit or CO found on Laserfiche). ggLLf If there is anything else your need, please do not hesitate to contact me. Ve ours, `---�`atricia C.Moore cc: Mr. and Mrs. Swift Architect's Letter Subiect Property: 1690 N Bayview Rd, Southold, NY 11971 Job#DK202412 ARCHITECTURAL 7/2/2026 DESIGN. P.C. Town of Southold Zoning Board of Appeals Town Hall Annex Building 54375 Route 25, P.O. Box 1179, Southold, NY 11971 To whom it may concern, We have been asked to provide a letter that states the lot coverage calculation for 1690 N Bayview Rd, Southold with the inclusion of the area under the stairs being used as an outdoor shower. The area coverage and calculation are listed below as follows: Allowable Lot Coverage is 20%of the lot area of 22,527 s.f.which equals 4,505.4 s.f. Existing first floor area =+/-2,243 s.f. Existing detached garage =+/-408 s.f. Existing front porch =+1-81 s.f. Existing wood ramp =+/-212 s.f. Existing outdoor shower =21 s.f. Proposed swimming pool =360 s.f. Total proposed lot coverage =+/-3,325 s.f. OR 14.8%(Complies with maximum lot coverage) If you have any questions, please contact me at your earliest convenience. Sincerely, --Ap?cy Daniel Kissinger R.A. �`ra��OHN lU DK Architectural Design, P.C. v . �� / Email:dan.kissinger@dkarchdesign.com @DKarchdesign on Instagram Cell:631-793-4608 ,E y 04265�pQ� OF NFN 1 of 1 1690 N Bayview Rd, Southold, NY 11971 �� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51205 Date:09/20/2024 Permission is hereby granted to: Hufflepuff LLC 544 Broadway Dobbs Ferry, NY 10522 To: construct swimming pool addition to existing single-family dwelling as applied for per DEC No-Jurisdiction letter and Trustees approval. Premises Located at: 1580 N Bayview Rd,Southold,NY 11971 SCTM#70.-12-34 Pursuant to application dated 07/17/2024 and approved by the Building Inspector. To expire on 03/22/2026. Contractors: Required Inspections: FOOTING/REBAR, ELECTRICAL-ROUGH,ELECTRICAL-FINAL,DRAINAGE,FINAL, Fees: Single Family Dwelling- Addition&Alteration $448.50 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total S948.50 /� 11--' v uilding Inspector oyoSufFotk�o,. TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 ,:vy�o ao'fi Telephone(631) 765-1802 Fax(631)765-9502 httos://www.southoldto v y. ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only r} n ` U PERMIT NO. Building[nspectw:. _ -' JUL i 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUXD]N(s.DL+ r. Owners Authorization form(Page 2)shall be completed. TOWN -)'F S0Mo1 Date: Zy OWNER(S)OF PROPERTY: Name:Hufflepuff LLC scrM#s000- -70_ (-z _ 31 Project Address:1580 N Bayview ave, Southold ny . Phone#: 67Sl -767 _ ��1I 5 Email: C Mailing Address: CONTACT PERSON: Name:James Bissett- Absolute Property care Mailing Address:32 enterprise zone dr unit D Riverhead ny 11901 Phone#:6317673915 1=maii:absolutepropertycareli@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name".Absolute property care Mailing Address:32 enterprise zone drive unit D Riverhead ny 11901 Phone#:6317673915 Email:absolutepropertycareti@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Struictture 4Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other V.1 f rV �c�C(�'C1GV1 $78000 L. Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes NNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesLY.I.iaosa� IF YES,PROVIDE A COPY. Check Box After Reading: The oHmer/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of",Town Code:AQPLICAT(ON is HEREBY MADE to the Building Department foi'the issuance of a Building Permit pursuant to the Building Zone Ordinance d4ha.Town OSquthold,Suffolk,County,New York and ofherappK-94elaws,Ordk+anew orReswlaBam,fortiteconstructwo otbv0dings additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,b:ullding code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuance section 210.45 of the New York State Penal Law. Application Submitted By(paint n ��r`'"J ;S9 authorized Agent Downer Signature of Applicant: Date: 7( f Z STATE OF NEW YORK) COUNTY OF S(k --&V�(� R cSS:(T► being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the_ �-f /CGr�"�tc' (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this / day of_ j /I uta ry PUV if c vV Wllialf A.StAPOtI i ly P Kc,Statod No VA H0.01S'G5 6979 ma PROPERTY OWNER AUTHOWATlONOmit k (Where the applicant is not the owner) ((( 1, 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 Westermann, Donna From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Thursday,July 2, 2026 12:55 PM To: Fuentes, Kim; Sakarellos, Elizabeth;Westermann, Donna Cc: Madison Messina; Betsy at Moore Law, Dave Swift Subject: Swift appeal #8111 Attachments: doc06577220260702125348.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Ladies: I have attached my letter with the architect's certification of lot coverage and the adjacent owner's permits for the pool and hot tub. I found no permit for the half-court basketball court(if one is required). How many copies of this letter and the attachments do you need? Pat Patricia C. Moore, Esq. 'PLEASE`BE SURE TO_CO_ PY M_ Y ASSISTANTS betgyComooreattys.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. 1 Town Hall Annex Glenn Goldsmith,President ®�Zf sot,Ti� 54375 Route 25 A.Nicholas Krupsld,Vice President P.O.Box 1179 Eric Sepenoski t { Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 13, 2024 James Bissett Absolute Property Care Riverhead, NY 11901 RE: HUFFLEPUFF, LLC 1680 NORH BAYVIEW ROAD, SOUTHOLD SCTIIli1#: 1000-70-12-34 Dear Mr. Bissett: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 12, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9808 to modify the pool.layout to have a 25'x20' raised deck with a.7'x13' above ground precast pool attached to the existing deck; and a proposed free-standing 6.5'x7' hot tub on concrete slab 27'from bulkhead; and as depicted on the site plan prepared by Young Associates, received on May 15, 2024, and stamped approved-on June 12, 2024. Any other ar+i"ity w ,��t� iek'109 of th.vViatlap b n requires a•perrrit frorn t;�i c*ficr. This is not a determination from any other agency. If you have any questions, please call our office at(631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees New York State Department of Environmental'Conservation Division of Environmental Permits, Region 1 SUtNY @ Stony Brook 50 Circle Road,Stony Brook,NY 11790.3409 Phone.,"(631)444-0365•Fax: (631)444-0360 We6site:www:dec.nv:aov roe Maiwm CommissIOrler TIDAL WETLANDS LETTER OF NO-JURISDICTION July 18,2011 Mr.Michael A.Carbone P.O.Box 1164 Southold NY 11971 Reg NYSDEC#1-•4738-02812/00002 1580 North Bayview Road Southold SCTM#1000-70-12-34 Dear Applicant Based on the information.your agent subalitted and additional New York State Department of Environmental Conservation(NYSDEC)information,the NYSDEC has made the following determination. The portion of the referenced property that is landward of the existing fiinctional bulkhead and western bulkhead return totaling more than 100 feet in length,and the western property line that is less than 100 feet in length and extends from the western bulkhead return to North Bayview Road,is beyond the jurisdiction of Article 25 Tidal Wetlands. Proof the bulkhead,western bulkhead return,and North Bayview Road(paved)were in existence prior to 8l20M was verified using Aerographies Corp.aerial photograph(Exp.#72-2023)dated 416n6. Thercfom in accordance with the current Tidal Wetlands Land Usa—Regulations(6 NYCRR Part 661)no permit is required underth9 lidd Wetlands Act. Please be advised,however,that no.consttuction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdiction-4boundary,as-indicated above,without a pean#. It is your responsibility to ensure that all necessary pr=Wons arc taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation wit.n Tidal Wetlands,ju nsdiedon which may result from your projeck Sach,ptecautions may:include maintaining adequate work area between the tidal wetland jurisdictional boundary and your _•project(Ley a 15'to 20'wide constructionarea)or erecdW a tew ar�fence,barcier�or hair bale berm _ — Please be fi]rther advised that this letter does not Mlieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly YOM, Ro Evans Re Dal Peanit Administrator CC: Frank Uellendahl,Architect BOH—TW File OAKWOOD DR. SEAL: 1 r NO �'-� bh S68o3j' yQ Y _.- e Z EK6!ING DECK _ �� ° / �wo I _ z+ , � i�ASI�SOACE POOf/SfAx x / o/� � LLI De ------- -- - --------- (L -j c lJ •G Z n J�%%1° t�rr LL DECK FRAMING PLAN �, �• s;• ,1( SCALE:114"=1'-0" zc) 1, '�jt % NICK MARK$ PROJECI DEWLS: 9 �p W W • .QO ,ry Q VI — — — N �a� Ono ---j Q Z n N79°SA' LLJ - �`-- PLOT PLAN ISxTkS'-I'OEEP '� N U= PRKASiSOAKE POOIISPA '0 Owe _ iL�J� SCALE:1"=20' 11.1 `— DECK COMPLIANCE NOTE: r PROPOSED DECK.IS IN COMPLIANCE WITH THE 2020 DRAWN FOR RESVENIIALCODE OF NEW YORK STATE SECTION R507 CAROLINE `•�" AND DECK LATERAL ATTACHMENT AS PER FIGURE R507.27121. auRrON DECK FOOTING SIZES SHALL COMPLY WHH TABLE R507.3.1 SECTION -A I SBO N.BAYVIEW RD. SOLITNDLo.NY DECK PLAN SCALE:114"=1'-0" saM:lmoao-la]R SCALE:114'=1'-0" SEAL' sHER: T(DERUNNER a ENGINEERING B DESIGN.P.C. 7 RIDGEWOOD ST. BAYSHORE,NYC, . PnONE:6ll$l9-�R:. "MEfY1�' G.12.N DAIS: .+�f ", TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51691 Date:02/27/2025 Permission is hereby granted to: . Hufflepuff LLC 544 Broadway Dobbs Ferry, NY 10522 To: legalize"as built"hottub as applied for per Trustees approval. Premises Located at: 1580 N Bayview Rd, Southold, NY 11971 SCTIVI#70.-12-34 Pursuant to application dated 01/1S/2025 and approved by the Building Inspector. To expire on 02/27/2027. Contractors: Required inspections: Fees: As Built Pool/Hot Tub $600.00 CO 'mming Pool $100.00 Total $700.00 Building Inspector • Glenn Goldsmith,President V so Town Hall Annex �� 'y174j 54375 Route 25 A.Nicholas Krupsid,Vice President O P.O.Box 1179 Eric Sepenoski F Southold,New York 11971 Liz Gillooly Telephone(631) 765 1892 Elizabeth Peeples ',c� ® �0 Fax(631) 765-6641 �OQUfl9T(,�` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 13, 2024 James Bissett Absolute Property Care E+ ►c+j,r+wc w+ic✓nvc Riverhead, NY 11901 RE: HUFFLEPUFF, LLCM 1580 NORH BAYVIEW ROAD, SOUTHOLD SCTM#: 1000-70-12-34 QUs Dear Mr. Bissett: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, June 12, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9808 to modify the pool layout to have a.25'x20' raised deck with a 7'x13' above ground precast pool attached to the existing deck; and a proposed free-standing 6.5'x7' hot tub on concrete slab 27' from bulkhead; and as depicted on the site plan prepared by Young Associates, received on May 15, 2024, and stamped approved on June 12, 2024. A►►y other acti,ity- oith;n 100' of tha wetland bdunda^f:rsquiraI; a pam;:t from*his-office: -- This is not a determination from any other agency. If you have any questions, please call our office at(631) 765-1892. Sincerely, Glenn Goldsmith, President Board of Trustees 1 900 OODvadm.AV.w.,AN�Atodr Han York IIM) `OAKw00fl_ORIVE� ' - 1.i.ea.7�1a3rr3wA:DSL�TFafe4 a,o,,Rt�R�1'MAI'RYJLM, _•._,_ ' � W N �a1tlt�ct550C1pf� M ' __ � I �o+.l O 7l Yesg b•O yMi=q 1, DJs�iv. Aaara•FydetebVl[g4�opl 'I � aS•Fol:A'Ftoozo•,1aN W.o cr Q� 1 $'S W, ��! - SITE DATA 11 � AREA=28,337 Sq•FT. i +S 'I •VERIICAIDAMI .Klw(IOU) .901 APPROVED BY � ��• '� 1 BOARD Of IWSTEES TOWN Of SOMOLD �4. DATE _„� to �knt 11,E S. lvdR \ '"P M t $ssy; TN g 'b )• q y�� \ 14 m /p i�;,,,o �1S•- �+* "v .,� SURVEYOR'S CERTMCATION S tJ38'2DY0'E `,`•i �1 \� SUHMi A001-1EO DV TW#AWVMATA72 AMOMTIOHV Or 6.15' +,rS a • 1_ ,-\ _ FPCOSSlOIML LAND:AaVEWAS ti gtR1E OA',. 're b n',-�.,�F ^y,. 'Y~ `` f/fFYLq,AC_zA/ O •t)�% Q�. • y ry _ Y__ __77 5� (,o��•`'i OCR • AM ''�O� : `•4 Y HOWARD W.YC".NY.&LLNO.9WA \ ��•� 'S 0 4 bMIELA WEIVEA.NYSLS,NO.IOWM P"p t9.:. • & SURVEY FOR •„ .,;.A o ` �� 1 CAROLINE BURTON M taR,t a '� at Southold.Town of Southold } 3 .a. ow o". z ry Suffolk County.New York •"w'.""i.�oie j rwpaosFo a' nr EwaMENr BUnbIN6 PERMIT SURVEY POOL 1000 70 12 333 LEGENb �3 1D00 70 12 13.2 8 3tc .@"rAM9WMCw AA !� tinny To•Avp D.r<i 1000 —70 —12 34 2 93W •IRIOI SIOEWALR A.wot y'�' FIELD SNwEVCOLVLETEO MAR, DOD)N CLp aCMNUNSFDYE O MA0.1A• N q1F =CQ�flE MOWM' F'O NT UM p r� MAF REPAPED CLu a7NCWTE MaNUMENrSET 1v" 07 •DRAINASE 04V ID RC[Rnd of RLYISIORS EOP .ED"OF FAVHAEM LL 1• R� EVISION DATE MU, •IRON/ENOi 'ti?.'• au \ Illl Il Ll0.T i S V-1 ( ma.EE� oL C. PRolaw LI.E FAF +Po5TtR4ILFB1a q yg .wtRE tFtkE N7�1.33• sw Lt.z.::7 cf 7 WSF +WOOD ST'A' FPINO {6•�ti'}y ••_ WSS •WOOD STAFF SET C .y .UT[LITYFOE 7a a Is 30 60 90 END or DiRrzTlowDisTuaz Smle:T.a 30' b NO.IFM9A DYA9.20ItOD23IfJF 1 Of 1 j l b It 0 - : " a Y . -.0 I u 0. ,.-,. Prodigy®5 Person Hot Tub oc"nspraypoolsandspas.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 P4 Memo to ZBA From: Pat Moore Hearing 7-2-26 REASONS FOR APPEAL #8111 (Please be specific, additional sheets may be used with preparer's signature notarized): i. An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted, because: A building permit was issued for the alterations/additions to the existing garage with storage on the second floor of the garage. The application for a building permit included on the second-floor insulation, air conditioning & heat (conditioned space). The structure was constructed, as shown on the plans. The insulation inspected (Nancy), and on the second inspection (John) a "stop work order" for "conditioned space" was issued even though the plans showed this detail. The owner is an artist (ceramics and pottery) which has become a passion. This space will be her private art studio. Ceramics and pottery were listed as recognized "artist" by the Zoning Board in your interpretation of a "workshop"/ "Artist studio" accessory use (appeal #7454 & 7457). Provided with the application is the series of questions considered by the Zoning Board to authorize use of Elizabeth Swift's space as an artist studio. There is no exterior change to the existing structure, the space is within the 21' floor of the garage (293 sq.ft.), it is the owner's home and Elizabeth Swift hopes to enjoy all her free time in her own ceramic studios. She tries to spend three days a week and weekends in Southold. Her children are grown up (youngest in college) and her free time is in the art studio. Her own private studio in Southold is a dream come true. As to the swimming pool in a side yard: This is a technical variance. The house is angled (not parallel to the water or road). The pool is located adjacent to the existing patio (on grade) and in the side of the existing a house in the functional rear yard of the house. The pool will be more than 60' from the retaining wall (high water line). The Trustees wetland code was amended to require a minimum of 60'. The pool conforms to accessory setbacks (10'). 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 building permit was issued for the garage alteration showing the conditioned space. The house has no basement and this space will also be used as storage. They were surprised that using the space (not otherwise taken up by storage) for her pottery (private art studio) would necessitate a variance. In review of the standards for an art studio, Elizabeth Swift should be entitled to have an art studio for her pottery and ceramics. As to the Pool: the pool can not be located on the waterfront side of the existing house due to the angle of the house. The pool is setback at 10' from the side yard and more than 60' from the wood retaining wall. It would not be appropriately located in the front yard due to the parking area and the sanitary system. 3. The amount of relief requested is not substantial because: the relief is minimal. It is Elizabth's private space. There is no change to the exterior of the structure, or in the character of the community. The use is "residential" and accessory to their residence. The clay used for pottery and ceramics is very sloppy. Most suitably isolated to an art studio. As to the Pool: The placement of the structure is a technical variance meeting all the setback requirements of the Town Code. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: the garage is in the front yard, conforms to the required setbacks, and was issued a building permit for the additions & alterations. As to the Pool: the proposed pool conforms to the setbacks and there is adequate space (10') for privacy screening and a fence. The property is currently improved with 10' heigh private hedge surrounding all the property lines. The adjacent owner has a V2 court (basketball court) and both properties maintain their privacy with a fence and hedge. s. Has the alleged difficulty been self-created? { X } Yes, or { } No Why: They relied on the building permit for "storage" but did not know that using any part of the space as an "art studio" required Zoning Board approval. The space is finished, in compliance with the building permit issued. The drawings showed the condenser for conditioned space. An artist studio has been permitted by the Board. As to the Pool: the location was selected to conform to the living space of the existing house and existing patios. If the pool were located in the "rear yard" the Trustees would require the pool to be pushed back to 60' (if approved at all). This is the NIINIMUM 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. ho��,oF souryO� 70`1 a- 7 # TOWN OF SOUTHOLD BUILDING DEPT. coum��' 631-765-1802 � (� INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] E TRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA RKS: �► �'� ram, 5 VR16 a opt 4 f 4 AD DATE INSPECTOR BOARD MEMBERS ��OF SOUr 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. va Office Location: Nicholas Planamento • �O� Town Annex/First Floor Margaret Steinbugler C�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JULY 2, 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/Basement), 54375 Main Road, Southold, New York 11971-0959, on THURSDAY, JULY 2, 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 htti)://southoldtownny.gov/calendar.aspx. 10:10 A.M.—ELIZABETH SWIFT#8111 -Request for a Variance from Article III, Section 280- 13C, Article III, Section 280-15 and the Building Inspector's August 21, 2026, REVISED March 2, 2026, REVISED April 29, 2026 Notice of Disapproval based on an application to legalize "as built" additions and alterations to an existing accessory garage to include a second-story conditioned art studio with an HVAC system (in conjunction with BP#51567) and construct an accessory inground swimming-pool at: 1) the proposed use in the accessory building is not a permitted accessory use, 2) proposed swimming pool located in other than the code permitted rear yard; located at: 1690 North Bayview Road, (Adj. to Goose Creek) Southold, NY. SCTM No. 1000-70-12-37. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228/WebLink/Browse.aspx?id=935072&d bid=0&repo=TownOfSouthold If you have questions, please telephone our office at(631) 765-1809, or by email: kimf@southo/dtownny.gov. Dated: June 18, 2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 63096 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 ®�®SDFEOt�c Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 6� - C*2 Southold,New York 11971-0959 2 Fax(631)765.9064 ZONING BOARD OF APPEALS DATE: June 1, 2026 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The July 2, 2026 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Annex, 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 iMtructi®ns regiiiredf toprepar'ef©r the ZB�1 public hearing which includes PLEASE RzEAD CAQOJ�j MINE RIEF�ULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than June 25,2026.To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sin 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 June 25, 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 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 documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailings to be done by June 15, 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 kimf@southoldtomm.gov or elizabeth.sakarellos(Ltown.southold.n ��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 631-765-1931. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://www.southoldtownny.gov/DocumentCenterNiew/l 1998/2026-Tentative-Roll IMPORTASNTIoNISTR Scan and email the i�T}SPS mailing receipts green signature catrdsr andraffid�avits to kimf(a�soatholdtoMMnrny gov, and ** PROM4PT�LYUSoPSM¢AIL**lthe, .RIrG�INA�LS.to 9TM hdlf the� ow, W' dA N,f OISA Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. 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. Kim E. Fuentes—Board Assistant �+I �TI � � uF HEARI -do 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 : ELIZABETH SWIFT #8111 jr "I%- CTM #mE 1000=70=12=37 VARIANCE : NON-PERMITTED USE OF GARAGE, POOL LOCATION r-,EQUESTs LEGALIZE ADDS & ALTS TO EXISTING ACC1Y GARAGE TO INCLUDE 2 ND STORY CONDITIONED ART STUDIO WITH HVAC SYSTEM & CONSTRUCT ACCIY INGROUND SWIMMING POOL DATE : THURS., DULY 212026 10NIO 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 oF.so Southold Town Hall Leslie Kanes Weisman,Chairperson �� y0 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: N. Nicholas Planamento • ,^�aa�O Town Annex/First Floor Margaret Steinbugler O�''C N�t,�: 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 March 9, 2026 �C�C�CI�IC�D Heather Lanza, Town Planning Director LWRP Coordinator MAR 0 9: 2026 Planning Board Office SOUTHOLD TOWN Town of Southold PLANNING BOARD Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 8111 — Swift. Elizabeth & David Dear Sir or Madam: We have received an application to legalize additions and alterations to an existing accessory garage to include 2nd story conditioned art studio with HVAC system (in conjunction with BP#51567). 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 LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairpe on I By. `Q Encl. Site Plan/Survey: Daniel John Kissinger, Architectural Design, last dated January 24, 2026 Public Hearing Date: July 2, 2026 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,ChairpersonO� O�," - 53095 Main Road•P.O.Box 1179 Patricia Acamporat Southold,NY 11971-0959 Robert Lehnert,Jr. G Q Office Location: Nicholas Planamentop�' Y� Town Annex/First Floor Margaret Steinbugler ''Vou 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 JA,O 3Iyl2� March 9, 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 #: 8111 Owner/Applicant: Swift, Elizabeth & David Action Requested: legalize additions and alterations to an existing accessory garage to include 2nd story conditioned art studio with HVAC system (in conjunction with BP#51567 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 Chairperson By: Encls. Site Plan/Survey: David John Kissinger, Architectural Design last dated January 24, 2026 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk County Planning Commission Submission Cover Form for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Southold Local Case Number: 8111 District: 1000 Section: 70 Block: 12 Lot: 37 Local Meeting Date: 7/2/2026 Referral Name: Swift, Elizabeth & David Public Hearing: [Z]YesF—] No Referring Agency: Type of Referral: Planning Board or Commission 1761-239/A14-14 S.C.P.C. Regulatory Review ❑✓ Zoning Board of Appeals EJMA Review- Request for Informal Input Town BoardNillage Board of Trustees Attached Units Projects (Apartments) SEQRA Action: FIEAF Coordination ElDraft Scope Draft EIS Final EIS 111indings Project Narrative - Brief description of application: legalize additions and alterations to existing accessory garage to include 2nd story conditioned art studio with HVA system (in conjunction with BP #51567) 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, • The boundary of a farm located in an agricultural district. Please Check all that Applies: Comprehensive Plan (Adoption or Amendment) Subdivision EISEQRA Only Zoning Ordinance or Map (Adoption or Amendment) Rfficial se Variance Moratorium Special Use Permit/Exception/Conditional Use rea Variance Site Plan Code Amendment 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 Fv(] No es(If Yes Date ) Adjacent Municipality Notified (see NYS GM 39nn) -1No es(If Yes Date ) Contact Information Municipality Contact Name: Leslie Kanes Weisman,Chairperson Department/Agency: zoning Board of Appeals,Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Patricia Moore,Esq. 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A6 at y 19 i 1a ,�,o __—It x `. .. 22=tom IJ a?;~ uaa y �`// \` ten P.D 70 ;'I 1501 Z�yid � FOR PCL.NO. 19i u�I �� \COMMIINIpY G v 21 \y, 1 aBEACtlI, aa°a _ r SEE SEC NO. i o I 078-01-035 y26 .I 27 282 28.4 283 Ic i�1\�,29.2� 1.OAIc)``i, LINE 5 ,• I 51 N 9 �� 4 53'tia 1 MATCH ,- -�' tl!4l� � • �1, �i^/�618/ 2; 62�c1 'PD 70 01 \t 6 COUNTY OF SUFFOLK © N NOTICE E Ira o00 5. DWRIOT NO.` 1000 SECTION NO. Real Property Tax Service Agency MAINTEdMJCE.ALTERATION.SALE OR Y .aaa W E DISTRIBUTION OF ANY PORTION OF THE M a IOM- a110 TOWN OF SOUTHOLD o70 300 C w,Dri,r,kbcr'htrd NY 11901 SUFFOLK COUNTY TAX MAP IS PROHEITED // mo ,ao o mo aoo WfiHOLIT WRITTEN PERMSSON OF THE P F-I S` REAL PROPERTY TAX SEMCE AGEJCY. ,000 lh�-16 1� NUDGE OF 075 p oIIl 018 uiraw ae.nn 0 0 o ti NORTH BAYVIEW ROAD (NORTH ROAD TO BAYVIEW) S68037'20"E 100. 00' S�)s E D G E O F P A V E M E N T 3� _ WEASEMENT FOR WATER MAIN — _ — SEASEMENT P.O.B. A- FOR WATER MAIN GRAVEL o O DRIVEWAY O ao 1v N 10 r' .8' 22.3' e0 M CONC. GARAGE WWOOD TILL WALK ~ 10.7' GATE to Go s'wooD Otp- Cn y GATE O O 40.3' ROOFED OPEN W J PORCH to ?, SHED '01W ��O h �� C. U 00 h a � .0 to p rA ~ U- -j 6'wODD gp 1—STORY d' LLi U, GA��,O HOUSE O M � W 27.3' No. 1690 2—ST. A/C Z O LLI = `39 S• �tl v J J In LL Co�yc CD pq n0 ?'0' A3 3 0 2 X v O O LL. cN z w O� p �a O.o'w � N C E Wool) N GATE 4' O E E R F E WALLAININa N FE — 3.2'E N 0 N t2.1 A ' s BU�HHEp,O z � �1S PAMP' RET G WAB p,HNIN 13.7' WOOD tpE VISS, WALL 0.9'S HIGH WATER AMP RAMP 0.9'S 39 .60 AP RETAINING 17.6' DOCK OLL BULKHEAD 0.7MS 20.1'x6.,' ,B.S'S SURVEY OF PROPERTY Hsu p,TER ,.7'S t o 01,� FRES N�ga14GOOSE CREEK S1 TUA TE TOWN OF SOUTH OLD SUFFOLK COUNTY, NEW YORK LEGEND: TAX No. 1000-07000-1200-037000 SCALE 1"=30' — . — — OVERHEAD UTILITY WIRES MAY 18, 2022 AREA = 22,526.99 sq. ft. UTILITY POLE 0.517 ac. p AERIAL LAND SURVEYING, D.f.C. NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. PHONE: 833-787-8393 E—MAIL: SURVEYSOAERIALLANDSURVEYING.COM WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY 15 SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE DISTRICT:1000 LOT:037.000 BLOCK:12.00 SECTION:070.00 *UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A ma xnm OF ARTICLE 134, MAP/FILE NO.: N/A SECTION nog,SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAW' 'Copies from the original of this survey map not marked with an original of the land surveyors Inked seal or his embossed seal shall not be MAP OF: "NOT ON A FILED SUBDIVISION MAP" considered a valid true copy.' "Certification Indicated hereon signify that this survey was prepared In accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Profeslonal Land Surveyors. Said certifications shall run only to the peen for whom the survey Is prepared, end on his behalf to the title TITLE N0.• TDA-22-5020 company,governmental agency andd lending Institution. Certifications are N not transferable to additional Institutions or subsequent owners.' MAP FILED DATE: N/A COUNTY TAX MAP ID: 1000-07000-1200-037000 SITUATED AT: TOWN OF SOUTHOLD SUBDIVISION MAP LOT & BLOCK 'S: N/A pF1Qf 'f' TOUCHDOWN ABSTRACT SERVICES INC. � COPYRIGHT 2022 RALPH HER, 1— ELIZABETH DANIELLE SWIFT AND DAVID PENDELTON SWIFT AERIAL LAND SURVEYING,D.P.C. r Ham., OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY JOB NO.: 22_1041i�,; �r<<r U -CARDINALC L D S S O DATE: MAY 18, 2022 r�- PROPOSED SECOND STORY ADDITION OVER EXISTING 2-CAR GARAGE FOR: ARCFIITECTUR4L DESIGN 1690 N BAYVIEW RDF MAY 8 2026 P.O.BOX 250 VAPHANK NY 11980 1690 N BAYVIEW RD, SOUTHOLD, NY 11971 ?D ESINGO EMAIL)793-0608 DAN ASS W GER®OKAHCHOESIGN.COM v P111EWioxu5Em4CEi5 EPFOPEeWCor NORTH BAYVIEW ROAD „ ; oTMs`o o Ed`i.„E� ITEM" DRAWING INDEX i (NORTH ROAD TO BAYVIEW) or OR TE A4XI1 TIRE SHEET,PROP.PLOT PLAN.ZONING DATq 8 FOUNDATION PLAN NEW 4'k4"P.T.WOOD POST BEARING _1 S7j 1 DD.DD' VinogeAnvuxEORF acalE DgAlossiOx. A4102 PROP EDP PROP. TERZONI GDATA,&FOUNDATION NS I ON NEW I2 DIA SONOTUBE BEARING �\J j/ s3 AwxnoleogweaeT.vmnoui tHEwamexP I F-001 FRAMING DETAILS ON VIRGIN SOIL. 03p24 OKARCWTECNRAL DESIGN,P.C. I FJA2 FRAMING DETAILS I REFER TO DETAIL ON THIS SHEET O t F-003 AIRSEAIJNGB BARRIER DETAILS --- ASEME FOR WATER N \(( 13/4° 3101/4" +178.3 0 [Lw,/ I 1 I) CONSULTANTS: MANDATORY ENERGY CODE COMPLIANCE STATEMENT 1 1S To the best of my knowledge,belief and professional judge m,nt,such plans specifications are in Compliance with the 2020 New York State Energy C....mbon Construction Code and Chapter 11 of the 2020 Residential Coda of New York State. A& I.-———— v 1 8 '< WHERE MUNICIPALITIES REQUIRE"HERS"RATINGS THE REM MODEL EXISTING I-———— I GRAVEL ` PROVIDED BV ACERTIFIED HERS RATER SHALL SUPERSEDE ANY ry DRIVEWAY )1 r____ ExIsnNG l SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. I I b 1 �____ SLAB ON 1.H.E.R.S.INDEX REPORT AS REQUIRED BY OTHERS NEW 4X4 PT WD.POST ON 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT -____ I GRADE POST BASEANCMOR BY NEW 27K BTU MULTI - THEPROJECTTOENSUREALLREOUIREDINSPECTIONX ESTS ARE PERFORMED. I 13 "SIMPSON"OR APPROVED ZONE CONDENSER +4T-9' 3.THE BUILDER IS TO CONTRACT WITH HERS RA TER FOR THE CONSTRUCTION/INSPECTION 4702 EQUAL INSTALLED PER X' EX.CONC. PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. r I MANUF.SPECSISTING WOOD TILE WALK an 1 ---- GARAGE n1 1 10, CODES AND STANDARDS I -1 — ==' IT NEW 2ND STORY xPl 11 ALL PLANS ARE TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK PROVIDE GALV.METAL — 12"DIA P.C.SONOTUBE ADDITION(406 S.F.) STATE,AND THE 2018 WFCM. 245148"POUREDj r-- N I CONNECTION =III P.C.FOOTING.TAPER TOP 40•J 1 �� EX.ROOFEDmI -ALL PLANS ARE TO COMPLY WITH APPENDIX J EXISTING BUILDINGS AND CONCRETE SLAB BETWEEN P.T.GIRDER 4 '—_ _ OF PIER FOR DRAINAGE OPEN PORCH STRUCTURES AS PER AID(RECONSTRUCTION)OF THE 2020 NEW YORK STATE BOTTOM STEf AND CONCRETE. ` III: ANEW POOL PATIO TO BE MINIMUM LINE OF EXISTING FOOTING(VALF.) III — NOTE:FOOTING 8 PIER TO l RESIDENTIAL CODE. NEITHER GALV. w — B'T 350T N'CONCRETE NEW POOL STRUT J �11 �I BELOW GRADE. _ — ___ _ CONNECTOR NOR P.T. _ TO BE DESIGNED III G.C.TO COORD. °� ---------- '�..:_ a 19 Dp NUMBER OF GIRDER SHALL HAVE LICENSED ENGINEER 2/ Lp ABBREVIATIONS RISERS TO GRADE CONTACT WI SOIL. NOTE: 1,,: I t 1 1� \ �/ O AS. ANCHOR BOLT LAY. LAVATORY/VANITY 2 PROPOSED FOUNDATION PLAN SCALE:1/4"=7'-0' 3 SONOTUBE DETAIL SCALE:12'=1'-0" POOL BARRIER,ALLEDASA OO POOL EXISTING [ O Lu W Agy, ABOVE LIN. LINEN N 1-STORY V A.C. AIRCONDRIONING LNDY. LAUNDRY TYPICAL FOUNDATION NOTES: EXTERIOR DOORS WITHIN DWELLING AF.F. ABOVE FINISHEDFLOOR LTL LINTEL 1.ALL NEW SONO TUBES TO BE 3500 PSI AND TO MAINTAIN MINIMUM DEPTH 3'-0'BELOW GRADE,U.N.O. POOLS RRIERARE TO I #1690 IF EXISTING ar EX. AP. ACCESS PANEL LVL LAMINATED VENEER LUMBER HAVE POOL ALARMS 274 " o A/C 1\ O APB AN .POWER BEAM 2.REFER TO SECTIONS 8 DETAILS FOR MORE INFORMATION. 2-ST. /\ LOMPLYINGw/UL2017AND 7p,g• APPROX. APPROXIMATE MAX, MAXIMUM 3.RDENOTES POST LOCATION FROM ABOVE,PROVIDE SOLD BLOCKING UPPER UNDER ALL POSTS AND BEARING WALLS J95. ABOVE 6UB-FLOOR DURING CONSTRUCTION AND PRIOR TO FRAMING AND LOADING OF UPPER LEVELS. ALL WINDOWS w/XILL (10 MI / ASP MAX. MAXIMUM FI' �' V ASPH. ASPHALT MANUF. MANUFACTURER 4.FASTENING FOR ALL STRUCTURAL LVL MEMBERS IS TO BE AS PER MANUFACTURER'S SPECIFICATIONS. HEIGHTS 48'OR LESS MUST \O CQNO HAVEEITHERFALL vi BFp�Tj MECH. MECHANICAL 5.NO LVL,POWER BEAM R WOOD"I"JOIST MATERIAL IS TO COME INTO CONTACT WITH CONCRETE.COAT TOP OF "'F<Fp BD. BOARD MTL. METAL FOUNDATION WTH EITHER LEAD COATED COPPER FLASHING OR A SPRAY ON BITUMINOUS MEMBRANE. PROTECTION OR A POOL Y NOF0 ''0 ?1,g� 1 Q W BID. BIDET ALARM. y I ATX BLOC. BUILDING NO. NUMBER Q BLK BLOCK N.T.S. NOT TO SCALE I BLKG. BLOCKING aNL ORY FR01'1T V Q B.O. BOTTOM OF OIC OWNER FURNISHED I SECTION R301-DESIGN CRITERIA c 67 kL SEIBALK - w/ BIT. BOTTOM CONTRACTOR INSTALLED 2x6 ON THE FLAT DOUGLAS FIR pRD r SRG. BEARING I.H. OVERHANG R301.21.2 PROTECTION OF OPENINGS. MEMBER UNDER PLYWOOD PANEL O LJJ B.P. BRIDGING EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE REGIONS SHALL BE FASTEN EACH END OF 2X6 WITH B.P. BEAM POCKET PED. PEDESTAL SINK 6 8X4-1/T SCREWS EACH END -�F -? i -�-�� B.W. BEARING WALL Pam. POCKET DOOR PROTECTED FROM WEBRIS SHALL DEBRIS.GLAZED OPENINGS PROTECTION (W PSL PARAU.ELSTRAND FROM WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE - W Z CAB. CABINET LUMBER MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION #8 X 41/T SCREWS 10"O.C. -- ----- CL CLOSET P.T. PRESSURE TREATED 301.2.1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR WIND-BORNE AT ALL PLYWOOD EDGES CLG. CEILING .LUMBER DEBRIS SHALL MEET THE REOUI REMENTS OF AN APPROVED IMPACT RESISTING EX.4'DEER FENCE F COL. COLUMN PROP. PROPOSED STANDARD ORANSUDASMA715. 7/i6"MINIMUM PLYWOOD PANEL TO CCR CONC. CONCRETE PRVD. PROVIDED EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT NOT EXCEED A4'X VDIMENSION r u V Q CONT. CONTINUOUS " EX.GATE PAN. PANTRY LESS THAN 71161NCH(11 MM)AND A SPAN OF NOT MORE THAN 8 FEET(2438 MM) -_�y=_te��! r EX.SAND �J.� m O_ CONTR. CONTRACTOR P.C. POURED CONCRETE SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT n i. y n c 7 CONSTR. CONSTRUCTION PVC POLWINYL CHLORIDE r+ e Z L C.T. COLLAR TIES PSF POUNDWSQUAREFOOT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING r '¢ C.M. CARBON MONOXIDE PSI POUNDSIXQUARE INCH THE PRODUCT WITH THE GLAZED OPENING.PANELS$HALL BE PREDRILLED AS --i�" -- O U 12'-1 1 EX SAND D' DETECTOR Pl. PROPERTY LINE REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE u n b SOD_ 139.E EX.BULKHEAD Q vI ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO --{�--¢--j� WOO O D. DRYER OTY. QUANTITY RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE RAMPx ,^ DEMO. DEMOUTION 2x6 ON THE FLAT DOUGLAS FIR i n e ii -g• EX WOOD RETAIN v, WITH EITHER TABLE R301.2(2)OR ASCE 7,WITH PERMANENT 13 WALL d W r DIA DIAMETER R. REP R(X) MEMBER UNDER PLYWOOD PANEL ' " " DIM. DIMENSION REF. REFERENCE CORROSION-RESISTANT ON BUILDING. DING.AHARDWAREATTACHMENT AND ANCHORSL_=a_-___s' 1 D.O. DOUBLEOVEN RET. RETURN PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN ACCORDANCE FASTEN EACH END OF 2x6 WITH " HIGH WATER LINE DR. DOOR REO'O. REQUIRED WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF (6)RB X 4-12"SCREWS EACH END DN. DOWN R.R. ROOF RAFTERS HEIGHT OF 45 FEET(13.728 MM)OR LESS WHERE THE ULTIMATE DESIGN WIND EX.METAL EX DOCK Ex Wood ISSUE/DATE: DW OISHWPSHER R85 ROD 85HELF SPEED,W,-IS 180 MPH(290 KPH)OR LESS. 10" 10"O.C. RETAINING WALL RAMP 20.ik6.7' ISSUED FOR PERMR-fi232024 R.O. ROUGHOPENING ISS UED FOR PERMIT-11712025 EA EACH TABLE R3D1.2.1.20F THE 2020RESIDEFITIAL BUILDING CODE OFNEWYORK TYPICAL FXBULKHEAD ESHWATE ELEV. ELEVATION SCM. SCHEDULE O SE CREEK_FR AM ISSUE OR B.D.REVIEW- ELEC. ELECTRIC SEC. SECTION STATE UCTURA PANELSDEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD OPENING PROTECTIVE SCALE:N.T.S. N ISSUED FOR B.D.REVIEW-7242026 ED EQUAL SHT. SHEET STRUCTURAL PANELS a,b,c,d Al GOOSE POOL REVISION-5/52026 EQUIP. EQUIPMENT S.H.G.C. SOLAR HEAT GAIN COEFFICIENT FASTENER SPACING �} OPENINGS LESS THAN 4'XB' EX. EAST.EXISTING EXH. EXHAUST SPECS. SPECIFICATIONS FASTENER Panel span s4 foot pan:S panel fif :o panel sfoot EXT. EXTERIOR sT.. STAINLESS STEEL rypE <4foo[ span<6fcot span<8bot n PROP. PLOT PLAN STD. STANDARD SCALE:1°=20'-0" F.D. FLOOR DRAIN SH. SHOWER N0.8 WOOD SCREW ME ON THE FIAT PLYWOOD FIR F.F. FINISH FLOOR STL. STEEL BASED ANCHOR WITH MEMBER UNDER PLYWOOD PANEL L WFORMATION TAKEN FROM FIN. FINISH S. SINK 2-INCH EMBEDMENT 16° 10' 8° FASTEN EACH END OF 2a6 WITH - SURVEY PREPARED BY: FL. FLOOR S.D. SMOKE DETECTOR LENGTH (6)08 X4-12"SCREWS EACH END AERIAL LAND SURVEYING,D.P.C. FLG. FLOORING ' __ __ _ FNDT. FOUNDATION NO.10 WOOD SCREW #8%4-12°SCREWS 10"O.C. -'_irn__-__-__i_i u__ DATED MAY 2022 FP. FIREPLACE TEMP. TEMPERED BASED ANCHOR WITH AT ALL PLYWOOD EDGES— FOOTING T.O. TOP OF 16° 72° 9" " 1 i 2ENCHEMBEDMENT a "L" 7/16'MINIMUM PLYWOOD PANEL TO n� TYP. TYPICAL ' GA GAUGE LENGTH NOT EXCEEDA4'XB'DIMENSION ' ° ° ° § c GALV. GALVAN¢Eo 1/41NCH LAG SCREW SEAM --¢__ ._i __ __ _ wINDDw ZONING DATA FOR:1690N BAVVIEWROAD,SOUTHOLD,N1'11971 DB10 G.C. GENERAL CONTRACTOR UNEX. UNEXCAVATED BASEDANCHORVATH ' i o " ' u IDOOgs TOWN OF SOUTHOLD.NY [avmFEDFDo nL CODE I GD. GRADE U.N.O. UNLESS NOTED OTHERWISE 2-INCH EMBEDMENIT 16" 16" 16" 2.6 ON THE FLAT DOUGLAS FIR __ , I i n A e n BEHwo SECTION:70 BLOCK:12 LOT:37 voRrErAlE. GVL GRAVEL MEMBER UNDER PLYWOOD PANEL - -- 4•ee�� xw GYP.BD. GYPSUM BOARD LENGTH `_ ";: ZONE:RESIDENCE R-40 GALV FASTEN EACH END OF 2x6 WITH r_____ _ �� GALVANIZED V.R. VAPOR RETARDER (6)#8 X4-12'SCREWS EACH END i ii Lj¢ ITEM: REQ'D./PERMITTED: EXISTING: PROVIDED: _ FORSI:IINCH=25.4MM,I FOOT=304.BMM,I POUND=4.448N,1 MILEPER ��P ° iii VENT. VENTILATE H.B. HOSE BIB V.T.R. VENT THROUGH ROOF HOUR=0.447 MIS MINIMUM LOT AREA: 40,000 S.F. 22.527 S.F. 22.527 S.F. (EX.NON-CONFORMING) HDR. HEADER VERT. VERTICAU VERTICALLY a.THIS TABLE IS BASED ON 180 MPH WIND SPEEDS V.,AND A45-FOOT MEAN #8 X 4-12'SCREWS 70'O.C. HGT. HEIGHT V.I.F. VERIFY IN FIELD ROOF HEIGHT. AT ALL PLYWOOD EDGES ifs'( _$_" f MAXIMUM BUILDING HEIGHT(ACCESSORY): 18' 1STORY 18'12 STORIES (COMPLIES) NOR¢. HORIZONTAL b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD LD AT1 HTG. HEATING STRUCTURAL PANEL.FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH 7/16'MINIMUM PLYWOOD PANEL TO yAE�LiN k;CH y HVAc HEATING,VENTILATING,AIR W. WASHER NOT EXCEED A 4'X&DIMENSION %--a__ ITEM: REQ'0./PERMITTED: EXISTING: PROVIDED: S CONDITIONING W.C. WATER CLOSETfTOILET FROM THE EDGE OF THE PANEL. -- HW7. HOT WATER HEATER WI.C. WALK IN CLOSET e.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING 2x6 ON THE FLAT DOUGLAS FIR FRONT YARD SETBACK(ACCESSORY): 50'MIN. 41.5' 41.5'(NO CHANGE) (EX NON-CONFORMING) • \, W WTH WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 21NCHES INTO THE MEMBER UNDER PLYWOOD PANEL I' KIT. KITCHEN W/O WITHOUT BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LESS THAN 2112 FASTEN EACH END OF 2x6 WITH SIDE YARD SETBACK(ACCESSORY): 10'MIN. 10.7' 10.7-(NO CHANGE) (COMPLIES) 4 , INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. (6)#BX4-1T2"SCREWS EACH END 7o- 10"O.C. REAR YARD SETBACK(ACCESSORY): 70'MIN. +/-132.2' +l-132.2' (COMPLIES) q 04g6g1i P� d.PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE TYPICAL ALLOWABLE LOADS&DEFLECTIONS FOR STRUCTURAL ATTACHEDUSING VIBRATION RESISTANT ANCHORS HAVING ANULTIMATE OPENING PROTECTIVE Op eV MEMBERS WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. n SCALE:N.T.S. LOT COVERAGE: 20%=22,527 x 0.20= (13.1%)+1-2,944 S.F. (14.7%)+b 3,304 S.F. (COMPLIES) SQUARE FOOTAGES: 4,505.4 S.F. OPENINGS LARGER THAN 4'X 8' EXISTING IST FLOOR AREA =+/-2,243 S.F. STRUCTURAL LIVE DEAD ALLOWABLE EXISTING DETACHED GARAGE =+/-408 S.F. MEMBERS LOADS LOADS DEFLECTION EX.FRONTPORCH =+/-81 S.F. EXTERIOR BALCONIES 4D 10 Lrl60 EX.WDOD RAMP =a-z12 S.F. PROJECT NUMBER: TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROP.SWIMMING POOL =350 S.F. DECKS 40 10 USED TOTAL LOT COVERAGE =+/-3,304S.F. DK202412 ATTIC WITHOUT STORAGE 10 10 U240 WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WNTER ICE BARRIER FLOODI, AIR MEAN ATTICW STORAGE 20 10 U24p GROUND" DESIGNf DESIGN UNDERLAYME�IT HAZARDS FREEZING ANNUAL XNOWLOAD SPEED TOPOGRAPHIC SPECIAL WIND WNb80RNE FROST LINE FIRST FLOOR 40 10 US (MPH) EFFECT6k REGION DEBRIS ZONEm CATEGORY WEATHERING DEPTHb TERMITEc TEMPO REQUIRED INDEXI TEMP) SECOND FLOOR 30 10 U360 MODERATE F •F A-001 ROOF RAFTERS-GROUND SNOW LOA�20 ps1 .40 20 PSF 130 MPH NO NO NO B SEVERE 36' TO HEAW 11 YES NONE 699 51'F OF F5] 26 RIM JOIST, " 4'-0° 14-0 s'-,12" eA la" NEW STAIRS BELOW HEADER SCHEDULE F (2) J,Y - -- UNLESS NOTED OTHERWISE,ALL UNLESS NOTED OTHERWISE,ALL OUTDOOR2"1 NEW 18K BTU AIR (2)36'k 0'O.H. HEADERS SHALL BE: ENGINEERED STRUCTURAL MEMBERS o SAUNA TO BE bx6 SOLID HANDLER INSTALLED NEW WDOLII DECKING (212x6 Q SPANS UP TO 4'-0• SHALL BE MICROLLAM®LVL 2.0E. SELECTED B WOOD POST! PER MANUR SPECS TO BE SELECTED BY NEW 18K BTU AIR (2)2xe Q SPANS 4'-1°TO 5'-0" ARgHfTECTURAL BUILDER/ NEW2x6 DELKiI OWNER HANDLER INSTALLED (2)2x10Q SPAN55'-1'TO 6'-0^ UNLESS NOTED OTHERWISE, OWNER NEW 1 3/4"x 71/4"LVL F.J. ,E O.C. PER MANUR SPECS (2)2x12 Q SPANS 6'-1°TO 8'-0" STRUCTURAL POSTS SHALL BE DESK JOISTS O ED Q 14R ON TO 1TZ18 R.R. 218 R.R. 'HEADER SIZES CALLED OUT ON (3)2K4 POST Q 214 WALLS 36°z80 n O.C.SLOPED I Q 16"O.C. Q i6'O.C. FOR POSITNE GRADE PLANS SHALL SUPERSEDE THIS (4)2x6 POST Q 2x6 WALLS P.O.BOX 250 (2)NG RIM JOIST DRAINAGE _ SCHEDULE. YAP HANK NY 11980 TELEPHONE:(631)793-4608 VERTICAL CEDAR - - 1 N-'e'S° EMAIL PARTITIONS ---- y 4' • 4'-0• +/-i3'-7° 4:12 4:72 CONSTRUCTION LEGEND OANJGSSINGERLa)OKARCHDESIGN.COM 0 Fmo PROP ARTIST'S ...:.m.•.r•-<•—NEW 2x6EXTERIOR&Zx4 INTERIOR WALLS 16.O.C.-U.N.O. �neu.HnsnEwsi�,MEMor _ < K 3 w 8 STUDIO � EXISTING WALL TO REMAIN @293 S.F.AREA e 8 50 CFM EXHAUST FAN 7` 50 w 3 I m m _ w -0p HARDWIRED SMOKE&CARBON MONOXIDE DETECTOR 8%23A G.F.LIGHT REO'0 y1 0 J0w EXISTING 2-CAR " ®S.D. 88.9 S.F.LIGHT PROVIDED T_ G 7 t0 �a Z'I3w O� GARAGE `ry• i^ w h C.O. 4%1,.75.F.VENT REO'D 3 (y Oo WINDOW&DOOR LIST FOR UGHT AND VENT ONLY 0 Ow Oi -1Oaw NEWS/8•TVPE'X'GYPSUM = b 45.0 S.F.VENT PROVIDED x w PRODUCT SILL VENT VISIBLE w oa�iiprona oK'nawEaA osicv 0 3> Ivur .p Ui i 0 WNDOWSIZE MANUF. AREA GLASS NOTES uL wc�rtsaESEavm 0 w m BOARD ON ENTIRE CEILING O TYPE HT. a m0 Zi r _ S.F. S.F. 01034 OKARCHiTECTUFAL DESIGN,P.L. O w rc x y O W z o S �36.6 MARVIN ELEVATE 20' 5.79 10.59 DOUBLE HUN P G 96'. MARVIN ELEVATE N/A 2,.82 4fi.54 S J Zi ¢ SLIDER DOOR CONSULTANTS: 3 NOTE: w U < -EXACT NUMBERS ON LIGHTAND VENT ON CUSTOM WINDOWS&DOORS ARE GIVEN AS NEWS EAM HANGER 3 i AN APPROXIMATE, 14R UP i NOTE: c7 N 12" CAPABLE OF G.C.TOx x ALL EX TO EXTERIOR ARE T HAVE POOL H.G.C.FOR ALL WINDOWS B GLASS DOORS. WITHSTANDING 3500 LBS VERIFY t °l� -ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS NEW(2)9G%84"OVERHEAD GARAGE DOOR NUMBE 4 " iq + 12° 4-0" TO BE SELECTED BY BUILDER/OWNER RISERS RAILING - 12" 12" TO CODE r (2)36'k 0•D.H. NEW(2)13/4"x91/4"LVL HDR NEW(2)1314"x91/4'LVL 1�-.R NOTE: G.C.TO VERIFY 4'-7 3/4" 4'S° " - 4'S" 4'-712• 30 3"3'-0• 9A 1/2' 3" - NUMBER OF RISERS 18'-3" 4'-W 18'-3" n PROPOSED FIRST FLOOR PLAN SCALE:1/4"=V-0 n PROPOSED SECOND FLOOR PLAN SCALE:,/4=,'r. n PROPOSED ROOF PLAN SCALE:1/4"=1'-0• NOTES: NOTES:. NOTES: ROOF CONSTR.: -ALL EK MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL EX.MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL ROOFING NAILS TO BE STAINLESS STEEL CEDAR ROOF SHINGLES SHOWN ARE TO IX GYP.BOARD. SHOWN ARE TO EX.GYP.BOARD. VENTGRID -ALL EXISTING WALLS TO BE REDUCED TO TS"PLATE HEIGHT INCLUDING NEW(2)2z4 TOP PLATES(V.I.FJ -ALL NEW WALLS TO BE 2x4 STUDS Q 1S'O.C.REFER TO SECTION FOR PLATE HEIGHTS. #30 BUILDING PAPER -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. ICE AND WATER SHIELD(ON ENTIRE ROOF UNDER 4:12 PITCH) 12"COX SHEATHING �y 2, R.R.Q 16.O.C.(REFER TO PLAN) 5 O S(R35)SPRAY FOAM INSULATION CEDAR ROOFING TO „"'-0"MAX BLDG.HGT. LL MATCH MAIN DWELLING PROPOSEDRIDGE HEIGHT 12 t ,2 W W 18'-0"MAX.BLDG.HGT. 18'-0"MAX BLDG.HGT. LINE OF WALL BEYOND 4� ''�'�'�' [)41 51y 4 , `f PROPOSED RIDGE HEIGHT PROPOSED RIDGE HEIGHT 2ND FLOOR PLATE F-002 O Q NEW INN TRIM OVER 4 LL7 4� �4 5/4"z8°AZEK RAKE (SOUTH SIDE) (3)13W 14" S k1S� Z 2ND FLOOR PLATE BOARD,TYP. 2N0 FLOOR PLATE __ 1111 WINDOW 8 DOOR HGT. L_ (2)13/4k71/4'LVL LVL RIDGE I O (SOUTH SIDE) (SOUTH SIRE) TYPICAL WALL CONSTR.: I I '^ WINDOW&DOOR HGT. , WINDOW&DOOR HGT. d PROP ARTIST'S 2ND FLOOR PLATE 2N0 FLOOR PLATE SIDING TO MATCH EXISTING CEDAR SHINGLES (NORTH SIDE) (NORTH SIDE) NEWHANDRA + I I WINDOW NOTE: W 015 BUILDING PAPER TO CODE Sq STUDIO I -,`Ya I COLOR:WHITE OPEN TO m NEW 1"z3"TRIM OVER - 12'COX PLYWOOD Q W iq U-VALUE:0.28 BEYOND CEDAR SIDING TO 5/4"x8°AZEKRAKE D.C. L. SHGO:0.28 MATCH EX. _ BOARD,TYP. 3"(R2,)SPRAY FOAM INSUL. i� SLOPE MIN. I I 7 n 1O NEVV NE ei n fO 4 1?GYP.BOARD ii 1/8°PER PROVIDE�j'TBG CDX I .p02 V Q CEDAR SIDING TO m 'i FOOT PLYWOOD SUBFLOOR Q 4 3fi"HIGH CABLE D—rT .H. D.H. 4 1ST FLOOR PLATE 2ND FLOOR OOR E NEW28 F.J. WOO.t� I . V I � W RAILING TO CODE MATCH EX. —11--------- ... F- � 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR WINDOW 8 DOOR HGT. EW 2x6 (3)1 3/4"x 91/4'LVL W/ I I O 1ST FLOOR PLATE NEW 5/4'ke°AZEK 1ST FLOOR PLATE _-------- DECKJOISTS (2)1•x9°STEEL FLITCH NEWOOUBLE I -- TRIM BAND,TYP. Q1fi°O.C. PLATES,TOP FLUSH W/T.O. TOP PLATE) Q Z WINDOW 8 DOOR HGT WINDOW 8 DOOR HGT. SLOPED FOR FLOOR JOISTS.PROVIDE I w i___ ----- POSITIVE METAL JOIST HANGERS AS I n IQ Z V Q DRAINAGE REQUIRED ; + I Q t, D NEWTREADS NEW OVERHEAD 0 U �_________ J AND DECKING TO GARAGE DOORS o EXISTING 2-CAR ) I C) (y Q w 4 BE SELECTED BY TO BE SELECTED w 4 --------- GARAGE I I W CDm 0 OWNER BY OWNER o GARAGE SLAB "------- EXISTING CONCRETE SLAB i I U) Z 0 ; a: 0 EXISTING GRADE/ ZD EXISTING GRADE/ EXISTING FOOTING TO REMAIN(W.F.) -- I 0 (/� GARAGE SLAB GARAGE SLAB 14 O n PROPOSED SECTION SCALE:1W=,'-0 S°ALE:"°'=''� a Lu (n 4 FRONT ELEVATION EAST SCALE:1/4"=1'-0" 5 RIGHT SIDE ELEVATION NORTH SCALE:1/4"=1'-0" v -®HATCH INDICATES PORTION OF EXISTING CONSTRUCTION TO REMAIN -REFER TO F-001-F-003 FOR TYPICAL FRAMING DETAILS R311.7 STAIRWAY NOTES: NOTE: NOTE: ROOF CONSTRUCTION: STAIRWAYSRALLNOTBELESSTHAN35-A CLEAR WIDTH ISSUE IDATE: -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. CEDAR ROOFING TO MATCH MAIN DWELLeON ABOVE HANDRAILS ISSUED FOR PERMIT-6232024 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS VENT GRID -HEADROOM SHALL NOT BE LESS THAN 6.8 MEASURED PROTECTION AS DETAILED ON SHEET A-300. PROTECTION AS DETAILED ON SHEET A-300. 308 BUILDING PAPER ICE AND WATER SHVERTICALLY FROM TREAD NOSING. ISSUED FOR PERMIT-1172025 ENTIRE NEW ROOF(UNDER 4:12) -AFLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE Of AMENDED DRAWINGS-8/122025 1/2•COX SHEATHING151'WITHOUT A LANDING. ISSUED FOR B.D.REVIEW-,242026 2.8 ROOF RAFTERS -RISER HEIGHT SHALL NOT BE MORE THAN POOL REVISION-5152026 5'(RS5)CLOSED CELL SPRAY FOAM INSI81/4'HIGH AND ALL RISERS IN A FLIGHT OF STAIRS SHALL NOT DIFFER MORETHAN 18'. MAX.BLDG.HGT. 18'-0"MAX BLDG.HGT. SOLID BLOCKINGTREAD DEPTH SHALL NOT BE LESS THAN 9"AND ALL PROPOSED RIDGE HEIGHT PROPOSED RIDGE HEIGHT ABOVE TOP PLATESTREADS IN A FI-IGHT OF STAIRS SHALL NOT DIFFER MORE 4 2 1214 ALUM.FLASHING THAN 318'. 2ND FLOOR PLATE2ND FLOOR PLATE &DRIP EDGE -TREAD NOSING SHALL NOT BE LESS THAN 3WAND NO (SOUTH SIDE) (SOUTH SIDE) MORE THAN 77/4. WINDOW8 DOOR HGT. 2ND FLOOR PLATE WINDOW 8 DOOR HGT. 2ND FLOOR PLATE ALUM.GUTTER OVER�NORLoo ALUM.ZEKTRIMR317.7.52.1 WINGER TREAD NOTES(NORTH SIDE) ( ) 29 WNDER TREADS SHALL HAVE A TREAD DEPTH OF NOT 5/4x6 FASCIA BD.OVER -002 LESS THM!10 NCHES(259 MM)MEASURED BETWEEN THE NEW EXI2�6 NAILER TO MATCHVERTICAL PLANES OF THE FOREMOSTPROJECTION OFLIDING EXISTINGH I- 4' NEW 36'NIGH CABLEDOOR NISH ADJACENT TREADS AT THE INTERSECTIONS WITH THE R-TN N - in GUARDRAIL BEAD BOARD SOFFIT. WA LINE WINGER TREADS SHALL HAVE ATREAD DEPTH zozoaFsme CODEOF D.H. D.H. HANDRAIL TO CODE PROVIDE 2,°DIA SOFFIT FLOOR CONSTRUCTION: OF NOT LESS THAN 6INCHES(152 MM)AT ANY POINT Gv roazaAM ply () FLOOR FINISH(SELECTED BY OWNER) WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY 4 VENTS Q 24.O.C.w/WRE 314.T.BG.PLYNDOD6USFLOOR, FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR 2ND FLOOR SUBFLOOR_ 2ND FLOOR SU_BFLOOR MESH SCREENING FLOOR JOISTS(REFER TO PLAN) AT THE WALI-NE SHALL NOT EXCEED THE SMALLEST 1STFLOOR PLATE 1ST FLOOR PLATE � WALL CONSTRUCTION: BLOCKING(NOT TO EXCEED B FT.) WINDER TREAD BY MORE THAN -— -—_ SIDING(SEE ELEVATIONS) 318INCH(9.5 MM).CONSISTENTLY SHAPED WNOERS AT WINDOW 8 DOOR HGT. 1WNDOW&&DOOR HGT TYVEK'WEATHER BARRIER THE WAUO.INE SHALL BE ALLOWEDWITHIN THE SAME 12'COX SHEATHING FLIGHT OF STAIRS AS RECTANGULAR TREADS AND SHALL 2x4 @ 16'O.C. NOT BE REQUIRED TO BE WITHIN 3181NCH(9.5 MM)OF THE yArc50MN H D 0 VERTICAL CEDAR 3"(R-21)CLOSED-CELL SPRAY FOAM RECTANGULAR TREAD DEPTH. 518'TYPEX'GYP.BOARD PARTITIONS. INSULATION ° FINISHw 4 w 4 COORDINATEWTH ,2'GYP.BD.INTERIOR R377.7.BHANDRALNOTES: I'z A HANDRAIL SHALL BE PROVIDED ON NOT LESS THAN ONE SAUNA SPECS. 'o AIR-SEALING NOTES: FLIGHT *0 n SIDE OF A HALL OF STAIRS FOUR OR MORE RISERS ✓ REFER TO SHEET F-003 -HANDRAIL SHALL BE NO_LES6 THAN 341AND NO MOREFORAIR-SEA q o 042�'60C� EXISTINGGRADE/ EXISTINGGRADE/ STRATEGY&LTYPICAL THAN36LSHALLN �L GARAGE SLAB GARAGE SLAB DETAILS - 1111'0AEITHER SIDE PROJECTMORETHAN OF NEON 4IANONEITHERSIDEOF WALLS SHALL -HANUESS T ADJACENTHAN I lirBET WALLS SHALL HAVER SPACE 0 n REAR ELEVATION (NORTH) SDALE:,/4"=,-0 n LEFT SIDE ELEVATION (SOUTH) SCALE:1/4'=1'-0" GRADE IXCONCSAB TO REMAIN R�2 iGUARDS!1'12 BETWEEN WALL AND HANORAIL. v I -0UARDS SHALL BE PROVIDED FOR PORTIONS OF NOTE: NOTE: EX.HAUNCHEDFOOTING OPENSIDEDWAUKNGSURFACES,STAIRS,RAMPS,AND PROJECT NUMBER: ALL EXTERIOR WINDOWS AND DOORS SHALL MEETMINIMUM DESIGN PRESSURE OF 40.UNLESS NOTED OTHERWISE. -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. TO REMAIN(V.I.F.) LANDINGS THAT ARE LOCATED MORETHAN 30°ABOVE DK202412 ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERH EAD SHALL HAVE WIND-BORNE DEBRIS ADJACENT SURFACES. PROTECTION AS DETAILED ON SH EET A-300. PROTECTION AS DETAILED ON SHEET A-300. ADJ-GUS. SHALL BE S.LESS THAN 36 HIGH. _ TYP. WALL SECTION LEESS DS ONTHAN 34"ANOPE NO SIDES OFSTAIRWAYS SHALL.NO I^ -GUARDS SHALL NOT HAVE THAN 3B"IH HEIGHT. A 002 5] GUPRDSSHALLNOTHAVEOPENINGS THATALLOW OF SCALE:3/4°=1'-0• PASSAGEOFA4'SPHERE ' 120120 RESIDENTIAL WOOD UCTURAL CODE OF NEW YORRSTATE) CONT.TABLE R602.3(1) FASTENING SCHEDULE CODE OF NEW PORKSTA E) TABLE R602.3(3) M20 RESIDENTIALOCODE OF NREW YORK STAE)L WALL SHEATHING USED TO R06i WIND PRESSURES Ic),(b),1Dj TABLE R602.3(1) FASTENING SCHEDULE DESCRIPTION OF NUMB ER ANDWPE SPACING AND ULTIMATEDESIGNWINDSPEFD RFM MINIMAL NAI MINIMUM WOOD MWUAVM PANEL NAIL SPACING DESCRIPTION OF NUMBER AND TYPE SPACING BUILDING ELEMENTS OF FASTENER LOCATION STRUCTURAL NOMINAL PANEL M4%IMUM WAIL VWI(MPH) ITEM AND STUD SPACING STRAP KING BLAUDING REYENIS OF FASTENER WOOD SiRLOW IPANELS,SUBROOR.ROOF AND INTERIOR WAIL SHEATHING TO FRAMING AND PENE@ARON PANEL SPAN THICKNESS (INCHES) EDGES HELD WIND EXPOSURE CATEGORY HEADER LOCATION PARTICLEBOARD WALL SHEATHING TO TRAM INO(SEE TABLE R602313)FOR WOOD STRUCTURAL PANEL EXTERIOR SQE RATING (INCHES) ( ) STUDS TO HEADER 1MCHFS7 INCHES O.C.) (RICHES O.C.) B C D TOP PLATE - WAIISHEATHING TO WALL FRAMING ROOF 6d COMMON I2'z0.113T NAIL bD COMMON IS 2110 2d/D 16 6 12 140 115 110 'SIMPSON'CS20 WILED 3p s/o•_)5• (SUB FLOOR,WALL) 6 12 (2.O'z0.113") STRAP OR APPROVED DESIGN 4-Bd BOX( ^,0.1 IT)OR Sd COMMON(T!F' 331 NAB. BD COMMON 16 6 12 170 140 135 EQUAL FROM STUD TO BLOCKING BETWEEN CEILING J061S add COMMON(2YhG.1311;OR (ROOF] 1.,1 24/16 21/I6 EXTERIOR HEADERM`WM 24'LONG EXTERIOR 1 TOE NA0. (2S z0.1311 24 6 12 Id0 115 110 OR RAPERS TO TOP PIE 31 Old BOX 131ro.128');OR ATALL HEADER VIEW P.O.BO%250 33 331'NAILS 31 w/m'-1' Ed COMMON NAIL 124JW.131"1 6 12 VAPHANK,NV 11800 bdtl BO%(2%4'1m.11310R FOR SLIINCH=25AMM,IMILEPERHOUR=0.447 M/S. VIEW LOCATIONS FASTEMAS TELEPHONE fi31 A.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS.THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 16 INCHES ON ( )TTI3-0608 3-Btl COMMON(2Jf'M1.131'7;OR PER J06i. IOd COMMON(3'mZI NAIL OR PER MANUF.SPECS. 2 CELING J0615 i0 TOP PLATE SILLS BOX 13h0.128");OR TOENAIL 3T IK-lY. Bd 12)5'm.1311 DEFORMED NAIL d 12 CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. 2z STUDS SEE DANK6SING EDNKARCHDESIGYCOM 337D.131"NAILS B.TABLE IS BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION RWI 2.!LATERAL .._ .....,.. FRR� BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. PLANS FOR SIZE Tws EDCLDeExT,ago THE EREAS.WO DE.- CEILINGJORISNOTATTACHEDTO 410d BO%(3'k0.IT0");OR OTHER WALL SHEATHING 'A FRAM IGANGLE A35Z FRAMING ANGLE ERDNpsnNp S-LINTOF C.W OOD SIRUCNRAI PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-Td SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A T4/0 SPAN RATING. PARALLELRAFTER,LOPS OVER PLYWOOD SIDING RATED 160.C.OR 24 D.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING.WALL-16 AND PLYWOOD ATWIN I-,.F LNG AT WINDOWOPENING ttbOOElr 3 PARTITIONS IS EESECTIONSR802.3.1, 316d COMMON(3,i)0.16T);OR FACE NAZI IYd"GALVANRED ROOFING NAIL, TU dd'k0.131"NAILS 33 J4'STRUCTURAL CELLULOSIC HEAD DIAMETER.OR 1"CROWN 3 6 SIDING le O.L.SHALL BE USED WITH STUDS SPACED NOT MORE THAN I6 INCHES ON CENTER. (1J ONE SIDED 8&1C I7)ONE SIDEOFSTUD R0023.2 PND TABLE R802.5.1(9)I FIBERBOARD SHEATHING FASTEN W/(72Jddx7 FASTEN WI 1 CENNG J06T5 ATTACHED TO STAPLE 16 GA.1 Y."LONG 12'NAILS 12°NAILS _ PARALLEL RAFTER(HER JOINT) Rv 4 TABLE R8025.1(9) FACE NAIL l ay"GALVANIZED ROOFING NAIL, j/�/ // •SIMPSON-0520 EH o [SEE SECTIONS R802.3.1,RB02.3.2 2,fi"STRUCTURALCELIUIOSIC ® DaPAnpuOK>RanEmuRu�E9z;N P.c AND TABLE R802.5.1(9)] 3d Wi HEAD DIAMETER.OR 1"CROWN 3 6 %� % MIN.12'BEARING OOLEDSTRAP MIN.12'BEARING rroWHeu No FIBERBOARD SHEATHING EHI; tli .ed: ON WALL STUDS ORAPPROVEO ON WAIL STUDS ouwaHrs RESERvm STAPLE 16 GA.131, "LONG COLIARTIE TORAFTER,FACENAIL 4-IOd BO%I31D.ITB'):OR �; �J�% EQUAL FROM FACE NAZI ;a's, B2E24 DKARCMRECTURAL DESIGN,P.C. 5 ORI)i]QO GA.RIDGE STRAP TO 310E COMMON(3'M1.14B1:OR EACH RAFTER 1 V GALVANIZED ROOFING NAIL, RIM JOIST SN'TO UNDER RIM JOIST RAFTER 43YD.131'NAILS 35 )f'GYPSUM SHEATHING STAPLE GALVANIZED.IX4'LONG;IY.' ] ] �/� �/� THE MUDSBL 316d BOX NA0.5131$SD.135"):OR 2TOE NAILS ON ONE SCREWS.7TPEW OR MIN.77 BEARING 310d COMMON NAIL513�.148T;OR SIDE AND1 i0E NAtl ON -,oupx� �mws� -Ioxu-� SILL PLATE $ILL PLATE 6 RARERORROOF TRUSS i0 PLATE 410tl BOX 13NO.128");OR OPPOSRESIDEOFFACH GALVANIZED ROOFING NAQ, FOpSTEN A$pEFt CONSULTANTS: d31D.13I'NAHS RAFTER OR TRUSS 36 VGYPSUMSHEATHING STAPLE GALVANIZED,1 V LONG; ] ] CONCRETE FOUNDATION MANUF.SPECS. CONCRETE FOUNDATION 416d13.'iW.135');OR 1+/D'SCREWS.IYPEWORS ___ OPENINGSEXCEEDING42"WIDE OPENINGS UP TO42"WIDE 310d COMMON(3)D.1481;OR %mri vwui% ROOF RAPIERS TO RIDGE VALLEY :,iw BOX 131A.1OE NAI TYP.STRAPPING DETAIL FOR ALL FRAMED OPENING ON EXTERIOR WALL 2B1:OR �....., L d31A.131'NAILS x.° 7 OR NIP RAPIERS OR ROOF RAFTER Ed DEFORM®2%M.1LY)NAIL:OR iO MINIMUMTRIDGE BEAM 2-,�6,1W BO%13V [1 31,%.01 TEND NAIL 37 a/.fi:AND LESS Ed COMMON(21$50.131')NAIL 12 b 12 T X W COMMON 2T);O16T):OR NAIL g 1 6'DIA WOOD STRUCTURAL ANELS.0 COMBINATION N YMFM TO FRAM / 310tl BO%1370.120•;OR Sd COMMON(21$'M1..I NAR;OR 33YD.131'NAILS Btl DEFORMED 12Yz'1D.1 x I I §� 3 CONSTRUCTION TYPE DESIGNATION WAIL 1Dd COMMON(31D.id8)NAIL:GR CB /.E,a.�... 39 11fi"-lY." 6 12 % / REFLECTIVE RED PANTONE 0 [ Btl DEFORMED I2K'fD.12(1"1 NAIL li I I eY / v STUD TO STUD 16d COMMON 3Ya'MJ.167) Td"O.C.FACE NAZI MT (NOT BRACED WALL PANELS) Ed BOX 13XDJ28":OR 76"O.C.FACE NAL REFLECTIVE WHITE 3%0.131 NAILS 12020 RESIDENTIAL CODE OF NEW YORK STATE) IIV,I ' ASTR.. 16d00X 13'1'7D.135"):OR TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALLENGTH ^ � GIRDERS AND EMIMS INCLUDING STUD TO STUD AND ABUTTING STUDS 1T'O.L.FACE NAIL3 rD.131NABS9 AT INTERSECTING WALL CORNERS(Ai MINIMUM LENGTH(INCHES) GIRDERS AND BEAMSBRACEDWAIL PANELS 16d COMMON CONTRIBUTING 13'$'M.16T') 16'O.C.FACE NAIL METHOD WALLHEIGHT LENGTH 'R"-ROOF FRAMING 16d COMMON(315d .16T) DGEFANAIISEETABLE R60T.10.4) (INCHES) I '7R"-FLOOR AND ROOF FRAMING BUILT-THEADER EDGE FACE NAIL BR 9Fl 10Fl ilR 1TFl 10 IT i0 T HEADER WIRIY4"SPACER) 1T'O.C.EACH �I 16d BOX 13Y4'M1.13S) FACE NAIL DWB,WIT,IRS,PBS,PCP,HPS,BV-WS P ae 45 48 53 58 ACTUAL /� /�/ //. NOTE CONENUOUS TRUSS IDENTIFICATION SIGN IN COMPLIANCE WITH 19 NYCRR 1265 SBd BOX(sVd'1D.113);OR Y SHEATHING METHODS O 11 CONTINUOUS HEADER TO STUD Odd COMMON(2IM1.131");OR TOENAIL DOUBLE SIDED=ACTUAL =d '3d' I'od REQUIRE AIL FRAMED GB dB de de 53 58 �' # PORTIONS OF THE APPLICANT SNAIL PROVIDE ENGINEERED WOOD PLACARD IN d-1 Od BOX 13X0.128T SINGLE SIDED=05zACTUAL LL � _: _ ��_ BRACED WALL LPIETO BE ACCORDANCE WITH TIRE I9 NYCRR PART 1265 AFFIXED ON 16d COMMON(3�5W.16Tf 16'O.C.FACE NAZI //� �// !%//� SHEATHED OR ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO W W 12 TOP PLATE TO TOP PIE UB 55 62 69 NP NP ACTUAL THE EXTERIOR OF THE STRUCTURE FOR FlE1D INSPECTION. O /A 10d BOX 13SL.128",OR IT O.C.FACE NAIL V 3W.131 NAILS n LOCATION OF BRACED WALL PANELS 2 TRUSS/ENG.LUMBER IDENTIFICATION Q SDC A,B AND C.ULiIAME DESIGN 316tl COMMON(3)$SD.1627;OR 2B 32 34 38 a2 U`au.e� DOUBLE TOP PLATE SPUCE FOR SDCs WND SPEED<M MPH A-02 WRH SE6MIC BRACEDWAIL LINE 1T-16d BOX 13S'1D.1351;OR FACENAIL ON EACH ABW 4B FIGURE R602.10.7 Q 12.10d BOX(31dI.12BT;OR SDC D,D1 AND D2,ULTIMATE DESIGN END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING Ve SPACING<25' 12J'SL0131"NAILS (MINIMENDJOINT 32 3T 34 NP NP 13 (MINIMUM T4"LAP WIND SPEED<140 MPH DI UBLE OR 0BR SPLICESDLS DO, SPUCE LENGTH EACH cunxuouslrsHEaTHFn D10R D2;AND BRACED WALL LINE 12-16tl(31fdSD.133) SIDE OF ENO JOINT) I�,�. PEOUIREMEMS 0 Lu SUPPORTING ROOF ONLY 16 Ib Ib 18 20 4B 1 o T o 111IT-OUSLY R o � ��'�`SPACING>25' c Nrlxuoustr sHEprxao c urlxuouxraHUNE sHEprHEo c xTImJ B-E.HE .. p WPFH w.ceownlluxE eRACEowuLuuEuLLwE � wpuuNEBOTTOMI T ORTO JOLT,RIMJOIST, 16tl COMMON(3Yi1D.167) 16'O.C.FACE NAIL � ////////// ///////// /////// BaacEo/ / //// ////// //// 3hoeNc6TI4 BAND JOISTLL BLOCKING)NOT 16d BOX 13'�'M1.135T;OR V' RACED WAIL PANES) 1T O.C.FACE NAZI 3'k0.131 NAIL$ DIILRReeD:24 Wbmwd-lfi essheothed r r80TOMPLATE TO JOIST.RIMJOIST, 316dBO%13'fi'k0.139");OR 3EACH 16"O.C.FACE NAIL PFG 24 T] 30 33 36 13xACTUAI / / / wiN woodsWcwral panols Q15 BAND JORT OR BLOCKING TAT 246d COMMON(*50.16T);OR 2 EACH I V O.C.FACE NAIL :BRACED WALL PANEL) 4-3NO.131"NAXS 4 EACH IC O.C.FACE NAIL w8hetrucMal EberbeartlCSG 2d T) 30 33 36 ALTUAI ///////// �/,j/// EL / Q O% _ Ux bs LL Z 316tlBO%[3K'1A.135');OR pETuaN LENpoi ea.CiwLiuuE DEVICE LeNoor°Bw.cEo wpuuNE a,rleipi[xooF'sapao ^ _ +ours Ly�y�y o[vlcE�wx wuLVAx[L devia:edge of tln brarnd wa0 panel Q TOENAIL Q^ 4-ed COMMON 1215�A.131");OR SDC A,B,ANTIC 16 IB 20 Tl Td ISv1CNAl wuLuxE •sEERECumEIlErrts nD Rsr ea.l dvsestro the oomerend[O No Z 4 331'NARU 2B1;OR CSPF ENDWNMTXINI ENDWNDITION2 LPav END CONDTON3 E END WNgTIONO ENDCONDITIONS fountlatron OrMor lral,wp bebw O U ad'k0.13 X NAILS J 16 TOP OR BOTOM PIAE TO STUD For SUllndl=25.4 mn,l bot=304.8 m,K1 p9untl=4.45 N. N 316d BOX 13'frm-135');OR SDC W,DI AND DT 16 18 20 22 24 ACTUAL U 2-lbd COMMON I315SD.1627:OR END NAIL FIGURE R602.10.6.4 W (' m O 310d BOX I3YD.IT6):OR ADJACENTCLFA 0,ING BRALEDWALLNOrES, METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION N Z 33M1.131'NAIIS HEIGHT(INCHES) 1.BRACED WALLUNESAS �. - Z 310d BOX(3w.I2):OR INDICTED ON BRACED WALL WALL CONSTRUCTION _ TOP PLATE•LAPS AT CORNERS Em l7 2-16tl COMMON(31B'fD.16T):OR FACENAIL <64 24 2] 30 33 36 PLANES BE of eRpcEO pr+EL Dwa eRpcEDwpu PaxElsl� O AND INTRL9ECRONS ;310131'NA113 CONSTRUCTED IN OR aumnls* ��,I �, rx L El Evomat FaasrEs T O ACCORDANCE WITH Rl .10 "--"--p ALLePigµ F�bE 4y V, 38d BOX 1214.10.113);OR F+� X r^ 68 Tb 27 30 33 36 OF THE 2020 RESIDENTIAL VJ 2dd COMMON 12ke'Sd1.131"):OR orc Faun D �- srRAP ER W 18 I'BRACETO EACH STUD AND PLATE 2-1 Od BOX I3MI.I TB');OR FACENAIL CODE OF NEW YORKSTATE. v " _-- TMLEISaj 2 STAPLES 1%" 72 27 27 30 33 36 2.THE MAXIMUM SPACING 011-wO 3M BOX I "X0.1131;OR BETWEEN BRACED WALL 'en°P'Eo `•' 2dd COMMON Iy137;O 1"):OR wul I. y� 19 1'k6"SHEATHING TO EACH BEARING FACE NAIL LINES SHALL BE 60 FT, ul w,x8l ar%,s'•UHEADER EoUO 2-IOd BOX(35D.I28");OR ]6 30 T9 30 33 36 eR�cEDw 35v4cEais usED.PucED EAEERF ISSUE DATE, T STAPLES,I-CROWN,16 GA.P."LONG 3.BRACED WALLS PANELS }" LSD SIxxERs ISSUED FOR PERM(r-6232024 add BOX[ "W.113'7:OR eRu wuLawEL oDozNaaslrvS cal MOO U tl COMMON 12YiD.131");OR ARE FULLi1EIGHT SECTIONS PprT6axpssHowN ISSUED FOR PERMS-1A2025 ad BOX 3'kD.ITB':OR m 32 30 30 33 3b OF WALL BRACED WALL AMENDED DRAWINGS- I 1 PANELS SHALL BE 3 8/172025 3 STAPLES.1"CROWN,16 GA.li."LONG CONSTRUCTED ANO PLACED r ISSUED FOR B.O.REVIEW 124202fi INS AND WIDER SHEATHING pOOL REVISION-5/5202fi 20 WIDER THAN I'XB" FACENAIL ACCORDING TO BRACED 4wOsn0 wui`vpuxiic z OPPOSITESIDECFSHEATHING xwc D.vTO EACH BEARING 04 35 32 32 33 36 eapOsowuLPpxEI eROdd BOX(2Y7X0LI 131:OR WALL PLANS AND BRACINGaddCOMMON(2;f W.131");OR METHODS SPECIFIED WTH uIu310tl BO%131D.123);OR08 35 32 32 M 36 _ I ELdS ES,I'CR M.016GA.114"LONG 4.BRACED WALL PANELS wllM cpxplspu D sauixwo SHALL NOT BEGIN MORE DLLLE,T A.vaauFLOOR 92 43 3] 35 35 36 THAN 7O-0'FROM THEENDS uw-TH.PpN LP Ri ERsmOF THE BRACED WALL LINEdddBOX1215�.113:OR - In. I�z owu,TEa_..R uIu38d COMMON I2)4'1d).131");OR THERE SHALL NOT BE MORE SEETTOIL Tl JOIST TO SILL TOP PLATE OR GIRDER i0E NA0. THAN 20-0'BETWEEN NA Re4Noarnsi OFmvFn wuLvpxEl 2 11PLATEWADHER os ipa 370d BOX(JIWJ B"):OR 96 dB al 3B 36 36 BRACED WALL PANELS ONm. Rsno]-ry+1ap1 3 0.131 NAZIS RIMJOiST.BANDJO!STOR BLOCKING Ed BOX WAIX) CO.C.TOE NAIL THE SAME BRACED WALL 1 - _ LINE. 8d COMMON 121E A311:OR I W dd a 39 38 .. - '�_ /--L 22 TOSILLORTOP PLATE)ROOF - For Shtintl+.25.d mm ..,..:._..........._... _._.....r..___..:.___....___..- _N RDoti PER IOtl BOX[3)m.IT3):OR 6'O.C.TOE NAIL SHALL EXTERIOR WALLS FIGURE R60210.81 Rwm_ APPLICATIONS ALSO) CS-WSP, ACTUAL (j s[cuox RdmrDpN 3M1.Bf2iIU cssFB ACCORDANCE CONSTRUCTED IN BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO OVER CONCRETE MASONRY BLOCK FOUNDATIONSPEC MC0Hf2�mD mfMULCooET add BOxl "k0.113);OR 1D4 - a9 43 m 39 ACCORDANCE WITH THE FLOORICEILING FRAMING FRONT ELEVATION SEC'n EW 23 IWSUBFLOORORISS 2dd COMMON 121S'10.131");OR FACENAIL CONTINUOUS SHEATHED roxzs,A,c TO EACH JOIST 310d BOX( STRUCTURALWOOD PANEL Rluoa uo�reiroe T STAPLE,I"CROWN.16 GA 1�"LONG 106 - 54 46 43 41 METHOD UNLESS ExDrolsi Rpc w ��asi!�u`-0 �a1¢ gn,o OTHERWISE NOTED.THE 316tl BO%13 z'M7.135"h OR J��Y �. �i"a4TEho 24 TSUBROOR TO JOIST OR GIRDER 2-16tl COMMON 3Vi"P9.16T' BLIND AND FACE NAIL PLYWOOD SHEATH SHALL � / ( 1 BE STRUCTURAL GRADE AND / _ u_ l!!%/C• 1I2 - - 50 45 43 NOT LESS THAN 72"IN 1 � �LancaoxErnons ?5 T'PLANKS IPLANKL 316d BO%16'SD.1351;OR Ai EACH BEARING, THICKNESS. enr®.cE+o wul vavEl `TOE Ixo BEAM.FLOOR 6 ROOF) 2.16d COMMON 129"N.16T1 FACE NAIL uEueER i?D Aq 116 - - 55 dB 45 6.BRACED WALL PANELS "p0cmwiui ae.`x1Oel 'L��IMN IO CNi 316d COMMON 135O.IbT'):OR SHALL BE NAILED OR Dx rmd srwcluulva�¢s•&,wr•ora aHva"vvoERivam 5 a uBOX 13m.1TBT;ox SCREWED IN vppa 26 BAND OR RW1JOLtt TO JOIST END NAIL eapcEn pu v.NEl DapcEDwul vurel OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION RN am .L d-3k0.131'NAllS:OR 120 - - 60 52 dB WITHIN TABLE Rfi02.3(1)OF DRu 4L PNxEI +" rymERE vampLSHsaiwNc DDSs rvrsm OVEn eu+o OR RINmIm *m 4d1z14 GA.STAPLES,Vie""CROWN THE 2020 RCNYS. NAILS EACH LAYER AS _ 20d COMMON(4')m.192):OR FOLLOWS:IT O.C.AT TOP, 124 - - - Sb 51 7.BRACED WALL PANELS ARE ,wE®nwai vuuioxo ,Ew Ea®µroLPµoNc + c szETI snL4i0.`� /: b7'4irEEiD �)F.0428y6 OQ BOTTO,MAND ENAIIL TTOP NOTED CS_WSP=CONTIUOUS,FOLLOWING: / an"c N °'°"41 OF N£(1� CSiNSP=CONTINUOUS .� 9i /yt 2d"O.CCHOS All AITOP ITB - - - 61 54 SHEATHEDVWOD --D= '��"""LTTT��TT��IOtl BO%(31D.19T):OR AND BOTTOM STAGGERED STRUCTURAL PAN EL 11/1I II II II /" 27 BUILT-UP GIRDERSAND BEAMS. 31D,131"NAILS ON OPPOSRE SIDS b.CS-0F=CONTINUOUSLY 2-NCH LUMBER PAYERS AND: 132 - - - 66 50 SHEATHED PORTAL PANEL .GB=GYPSUMBOARD `xl "¢pa'm+p Dc. ••• 2QOtl COMMON(4m.197):OR FACE NAIL AT ENDS AND AT RsxonWisiRw e¢owaev cEEnwYul =L eR FRONT ELEVATION wronwrn+WvlmEELno:vm.nuwoLiD Pxmoxma.s 310d B0%(3'XD.12s):OR EACH SPLICE 136 - - - - 62 B.THE ENDS OFTHE BRACED FIGURE R6D210.8J2j wp¢Ppx¢ SECTION PROJECT NUMBER - WALL WALL LINES SHALL BE BRACED WALL PANEL CONNECTION WHEN PARALLEL ""°�°' ,09 OVER RAISED WOOD FLOOR-OVERLAP LAP OPTION 4-16 BOX COMMON(31;OR OF THE ETEDUSINGONE Fersl:l bd,-2sA mm. TO FLOOR/CEILING FRAMING (wwERE Poaru s«E,rnxD L.PDow°awmlm Rlu Eowm For sl:tinch=Ts.4 mn.t 7roDI=3o4.Bmm. DK202412 TB LEDGER STRIP SUPPORTING 316tl COMMON(3JBSD.idT);OR Ai EACH J06i OR 140 - - - - 66 OF THE METHODS SHOWN JOISTS OR RAPERS 41 Od BOX Nr,o.I TB"):OR RARER,FACE NAIL BELOW BRACED WALL PANEL CONNECTION _ a-3Ym.13r NAlIs n /�CONTINUOUSLY SHEATHED PORTAL FRAME 29 BRIDGINGTOJO6T 2-IOd(34-101 EACH END,TOE NAIL 1" 72 �/ """"'° "°"°°"°" °cxP x.° F-001 DF❑5 SIDING/CLADDING MI. 2'ABOVE ROOF SURFACE / AND COVERING FLAT ROOF NOTE: BASHING AT LEAST Z' ARCHITECTURAL \'� sm6 ovmuss PROVIDE M?A SIMPSON a--8EAM8STRAP / vk EXTEND LEAK BARRIER AT o STRONG-TIE ON INSIDE LEAST SUP WALL. OF STUD FASTENED TO / ; 121 NAILS PER STEP carom FLAT ROOF JOISTS DESIGN /j FLASHING "1. P.O.BOX 250 / ASPHALTIC PLASTIC CEMENT _ - a Ax°6•�r YAPHANKNY11980 TELEPHONE:(631)79346OB INDIVIFLASHDUALBAA EMAIL' FLASHING SQUARES t�, ." Simpson „ _• a/ Stron Tie HRC22 DANXI55NGERQ�OKARCHDESIGN.COM � & n. WOVEN INTO SHINGLES: •• 9" _ f eo PLACE METAL STEP °oTraN F1AVs6 LSU RIDGE NENTOF FLASHING JUST UPSLOPE eeeulls •• Simpson TMAFUTESO''=1 FROM EXPOSED EDGE OF N1O CORNER Strong-T1e HCP EAa r SHINGLE AND EXTEND 5" vure cam "sru SIMPSON STRONG-TIr ITEM:H2A OFMSDDO rvMT OVER UNDERLYING TYPICAL RAFTER SIMPSON STRONG-TIE'ITEM:CS20 SIMPSON STRONG-TIE°ITEM:LSU&CS20 SHINGLE ANDS'UP WALL T.P RAFTER TO STUD ALTERNATE RAFTER TO CONNECTION WHEN RAFTER RAFTER TO RIDGE TYP.HIP RIDGE&CORNER-STEP FLASHING PIECES soarwnav oKAvostseTuw�oeswN. OVERLAP EACH OTHER7' CONNECTION STUD CONNECTION HAND STUD SPACING DIFFER n RAFTER TO RIDGE CONNECTION BEAM CONNECTION CONNECTIONS APRON W/HEMMED ICI SCALE:N.T.S. 2 SCALE:N.T.S. SCALE:N.T.S. 4 SCALE:N.7.5. 5 SCALE:N.T.S. 6 SCALE:N.T.S. axe4 OKARCHITECTURAL DESIGN,P.c. EDGE 2f SIDE WALL FLASHING DETAIL scALE:N.T.s. CONSULTANTS: EXTEND OA.Z NON-CORRODINMETALCOUNTER FLASHINGOVER BASE FLASHING —20 (2)NAIILS NG PER STEP SIMPSON STRONG-TIE'REM:ACZ ASPHALTIC PLASTIC 12 POST&BEAM CONNECTION \ •' k CEMENT SCALE:N.T.S. INDIVIDUAL BASE SIMPSON STRONG-TIE'REM:CS20 SIMPSON STRONG-TIE°ITEM:LUS SIMPSON STRONG-TIE*ITEM:JB/BA SIMPSON STRONG-TIE'ITEM:HB SIMPSON STRONG-TIE'REM:GLTV/HGLTV R kSHING SQUARES WOVEN INTO SHINGLES: PLACE METAL STEP FLOOR TO FLOOR CONNECTION FACE MOUNT HANGER TOP FLANGE HANGER TOP FLANGE HANGER TOP FLANGE HANGER Ste:" 4F ,,.)( -F'\ / BASHING JUST UP-SLOPE L/ SCALE:N.T.S. 6 SCALE:N.T.S. LJ SCALE:N.T.S. t0 SCALE:N.T.S. U SCALE:N.T.S. FROM EX ED EDGE OF ®SOLID SAWN LUMBER CONNECTIONS @ SOLID SAWN LUMBER CONNECTIONS R STRUCTURAL COMPOSITE LUMBER CONNECTIONS ®STRUCTURAL COMPOSITE LUMBER CONNECTIONS SHINGLE AND EXTEND S' 2X STUDS,SEE PLANS O d OVER UNDERLYING t SEE PLANS T MIN. (L SHINGLE AND S'UP WALL SIDE COVER • W '•'".> \ -STEP FLASHING PIECES HDUS-SD52.5 > W OVERLAP EACH OTHER 7' SUB-FLOOR. PLATE)/d" LT - SEE PLANS PLATE .•ti .: O RIM JOIST,SEE PLANS NAILED WASHERMED PORTION SIMPSON STRONG-TIE°REM: Z 'SIMPSOM LTPd CONNECTORSEDGE ORAPPROVEDEQUALI6'O.C.FASTENWn2.6d2•NAILs 13 POST&BASE CONNECTION H 0 'SIMPSON'CS20 STRAPS OR ? ,iM_ SCALE:N.T.S. CHIMNEY WALL FLASHING DETAIL "� p p n APPROVED TABLE STUD, .� I T'MAX.CLEAR SPAN Q W SCALE:N.T.S. � FASTEN AS PER TABLE 3.4B � �r �mo"'" � � �1 �m°"�� ^•A�^•"• V AS PER R4TA.1.6,NB'DI0.ANCHOR BOLTS,23'O.C. - rt a 6' ^ UNLESS NOTED OTHERWISE MIN.r EMBEDMENT 30"MIN. .M U Q ,a' w (MIN ANO MIN.S REBAR (1)k4 REBAR IN SHEAR PROJECTION BOLTS SHALL BE LOCATED < - '� CONE-17'MIN.REBARso-; , EXTEND CRICKET U IN THE MIDDLETHIRD OF THEWIDTH OF THEPLATE LENGTH LENGTH SIMPSON STRONG-TIE ITEM:LBPSP�''°sT.F. MIN.3°X 3°WASHER&NUT'SIMPSON" THREADED ROD Ed BEDDED °41 usm Q FLANGE MIN.18' " LBPS518 OR APPROVED EQUAL IMO CONCRETE 1/7'FROM W ` r UP ROOF DECK ,s I STORA.BOLTS83k3k1/4"PLATE WASHER: o •'^*'••^° S (2)PRESSURE TREATED SILL PLATE SEE PLANS CORNER )STORY O 72'O.C. c } 2 F4� COPPER TERMITE SHIELD 25TORV®36"O.C. Q a/ W -,� SIMPSON STRONG-TIE'R E'R LL, ITEM:HDU SIMPSON STRONG-TIEM:STHD 14RJ 3 STORY @ 23'O.C. �.;, MIN.1T FOUNDATION WA SEE PLANS Q EA,OUTSIDE EXTERIOR WALL CORNER ®FA.OUTSIDE EXTERIOR WALL CORNER WITHIN 17'FROM END PLATE • Z CRICKET RIDGE t, ZZ 'TESRT, •1 MIN.(2)PERPLATE ALTERNATE ANCHOR BOLT DETAIL 0U ExrENvcRICKEr MIN.6" / �` DOUBLE SILL PLATE ALTERNATE CORNER SILL PLATE TO `""� "" TYPICAL SILL CONNECTIONS AT V N Q J OFCHMNEY CK '�`` /, / TO FLOOR TO STUD CORNER HOLD DOWN HOLD DOWN FOUNDATION SILL PLATE TO FNDT.(SLAB) GARAGE WALL LOCATIONS LJJ (.7 m .-,ras • ' 114 15 16 �17 118 19 N z Z x 3x ,yis SCALE:N.T.S. SCALE N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SEAL SHINGLES TO =`'r" METAL FLANGE W/ FASTENER NOTE: O fe (m 0 ASPHALTIC PLASTIC 1.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON SfRONG-TIE WOOD CONSTRUCTION CATALOG-LATEST EDITION.INCORRECT FASTENER QUANTITY,SIZE,TYPE,MATERIAL,OR FINISH MAY CAUSE THE CONNECTION TO FAIL. =/ X CDO CEMENT W r 22 CHIMNEY CRICKET DETAIL NOTE:R905.1.1 UNDERLAYMENT.UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR ASTM D 4869 TYPE I&II. NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN SCALE:N.T.S. R905.1.2ICE BARRIER.AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO 'SIMPSON"CS20 COILED STRAPS ISSUE I DATE: EXTENDEND OFSHNGLEMIN. EDGES OF ALL ROOF TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.TYPICAL - - RESIST CORROSION FROM PRESSURE TREATED LUMBER. ORAPPROVEDEQUALATEVERY ISSUED FOR PERMLT-6=024 17,BEYOND VALLEY CEMER 6' RAFTER,MAX SPACING 15'O.C. ISSUED FOR PERMIT-1/72025 LINE&FASTEN TOP CORNER MIN.6"HORIZOMAL LAPS 8 ] TOP PLATE ALL ARCHITECTURAL AND THREE ISSUED FOR B.D.REVIEW'1242026 j�` ��"><!: BOLTING BOLT SPACING STAGGER FASTENERS TAB ROOF SHINGLES TO RECENE LINDERLAYMEM �," PATTERN SITE(d) (s) IN2 ROWS POOL REVISION-5I52L12B _ zMIN. 5SMIN.FOR2.8• A FASTENERS PERSHINGLE OR MIN.6"OVER "%` AS PER MANUF.SPECS. 41.S MIN.FOR 2.10 LEAK BARRIER. `yi ;F• "p A Iw 1Y ESEE PLANS SMAX ].SMIN.FOR2s 12 -- 'SIMPSON-HIM HURRICANE TIE SEE �� . O DETAIL 12 OR APPROVED EQUAL AT CENTER LEA WIDTH a Y6 tY ROLL OF LEAK BARRIER va•MIN. EACH RAFTER AT 16'O.C.MAX. C 5M I ICE (2)Bd NAILS THIS SIDE OF RAFTERS -DONERSOT WITPLACE •504PSON'LTP4 CONNECTORS LEDGER AS PER AB ER BOLT SPADING 'OLSrAND£ ,`BEPERMIIwFARBE BARRIE (TOTAL OF FOUR Bd NAILS INTO RAFTER) FASTENERS WITHIN 6' D 3I1 12' f>E0110EDiQ4sffIAG SQ2EVSaRE ' 24'MIN. OF CENTER LINE Y MIN. BOARD AS PER TABLE R5012 tNTB) usEDGR BGLT6PAONG B RmucmTo (2)✓W NAILS INTO PLATES 1HAT OFv.G SKEWS TO aTTAQ1 x Xe (0)Bd NAILS INTO STUDS EXTEND STARTER STRIP CL OF BOLT LFSlGER3 To x K a BdrvD.rolsrs ACROSS VALLEY MIN.(2)2 WS MUG FIR f2 (�) (3) c 3) ro) ts) OR BETTER PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS MIN.12'&W EAVE W/ f 4(d) MIN.1Y BEARING OPPOSITE SIDE STARTER IPA MO,131=11. q(d) MIN.]lt6'SHEATHING / STRIP SHINGLEI/ •SIMPSON'CS20 COILED CUT OVERLYING SHINGLES 2"AWAY FROM - -~ NOTE: SIDING ��... PC C STRAP OR APPROVED EQUAL AT roan EpA FBI—COIF°r VALLEY CENTER LINE-CLIP SHINGLE CORNERS REFER TO"SIMPSON" EVERY STUD(MAX.16.O.C.) 'SIMPAM ;ON'Cstfi STRAPS SHEATHING FASTEN AS PER TABLE 3.48.1 MIN. 45°88EAL VALLEY SHINGLES TO EACH OTHER -- - - Q-----Q- - 45-&SEAL VALLEY CCLES T FROM SILL TO TOP PLATE MANUFACTURER'S BEAM ELEVATION 4(d) SPECIFICATIONS FOR FLASHING FOR WATERTIGHTNESS 12'BEARING ON STUD SURFACE CLOSED CUT VALLEY DETAIL n ALTERNATIVE APPLICATIONS DECKING MIN.12"BEARING I' n 'SWPSON'FACE MOUNTHANGER SCALE:N.T.S. I OR APPROVED EQUAL TO MEET A 5 FLITCH PLATE BOLTING PATTERNS HOLOOWN CONNECTORS MINIMUM UPUFTOF 600PSIWOOD yis AnO SCALE:N.T.S. I INSIDETHEWALLSEE BEARINGCAPACRY-NAILING y's��11N iV I DETAIL 12 FOR MORE INFO. PATTERN AS PER MODEL NUMBER II II REFER TO MANUFACTURER Y9 TYPICAL WALL FRAMING DETAIL LEDGER FASTENERS IN n I I BEARING WALL D t\ I I> \1 2r WITH SCALE:N.T.S. d FINISHED FLOOR TO BE SELECT 'S p ACCORDANCE WITH TABLE R50].2 b MAX SELECTED wl3/4'SUBFLOOR (2)'SIMPSOM'H6• 6 P l OTT MIN]60 LB.CAPACTNAT d LOCATIONS, CONNECTORS 9)F•0d2Eyy0 MIN.3560 PSI CONCRETE WALL FLOOR JOISTS EVENLY DISTRIBUTED ALONG DECK AND ONE STUD SPACING I6'O.C. OF NEN -}I,....... L};- WITHIN 24 OF EACH END OF THE LEDGER. MAX(ONE EACH SIDE) SOLID BLOCKING UNDER NOTE: HOLD DOWN DEVICES SHALL FuII ENGAGE BEARING WALL,TYPICAL :.:>.c`: :.'::::-: .�:::�::::.::::::::::. (8)Bd NAILS TO RIM JOIST `< THIS DETAIL IS.APPLICABLE DECKJOIST PER HOLD DOWN MANUF. . . (8)Bd NAILS TO STUDS F.J.(REFER TO PLANS) WHERE FLOOR JOISTS ARE A GSCRE PREDRILUE DIAM MIN. ' PARALLEL TO DECK JOISTS LAG SCREW PREDRILLED WI MIN. (2)'SIMPSOM'HS OR APPROVED INDIVIDUAL MTL FLASHING ... D•PENETRATION TO CENTER PLATE. SOLID EQUAL CONNECTORS JOIST SPACING PROJECT NUMBER: STUDS.OR HEADER ........................................................... SQUARES WOVEN INTO SHINGLES •ENGINEERED LUMBER SHALL BE FIREBLOCKING 16.O.C.MAX(ONE EACH SIDE) CALCULATED IN ACCORDANCE BEARING WALL EACH BAY (8)Bd NAILS TO FLOOR JOIST DK202412 w/ASCE-7-18(TYPICAL) WALL DETAIL @ GARAGE WALL (8)Sd NAILS TO PLATE OPEN VALLEY DETAIL TYPICAL OFFSET BEARING FOR 2X LUMBER RETURNS&BETWEEN GARAGE DOORS n LEDGER BOARD CONNECTION DETAIL 30 TYP.CANTILEVER FRAMING DETAIL 26 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. Fl RE R507.2.1121 SCALE:N.T.S. SCALE:N.T.S. �_oo^ 0 F F 5] TABLE RI2 C TYPICAL AIR SEALING DETAILS INSULATION AND FENESTRATION REQU REQUIREMENTS BY COMPONENT ARpifTECR1RAL ox 71 r4 .vnm .vuu vvw CEMENT BACKER BOARD DFBI�1 A. EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT P.O.BOX 250 >Is.s wu CONTINUOUS BEAD OF SEALANT PLYWOOD/058 SHEATHN yAPHANK,NY 119B0 CONTINUOUS BEAD OF ADHESIVE PORCH RAFTER I TELEPHONE:631 7934608 6001�2nsm,v. CONTINUOUS BEAD OF SEALANT L J 2a LEDGER ON TOP OF TUB SURROUND EMAIL' ATTIC INSULATION WEATHER BARRIER WOOD FRAMING OEYOND (—FLOORVA ASSEMBLY DANJDSSwGER@DKARLLtDESIGN.COM FLOOR ASSEMBLY AND SWATHING SHEATH IMERIOROF ATTIC / TUB UNIT UOUS BEADOF m��tygni^i mSxGepc w° e�ore•,°°rvaRa m^mholan ACCESST0�1"OF CONTINUOUS BEAD OF SEALANT INSULATION LEVELAT TUB AT EXTERI R LL FRAME SOFFITaiw�vmmo�:w:nn-iuvieez i�W+.Nwimb`°�inIw9nv mwm°m wonven vsomlrwou,nwbla^°^b° I"RIGID INSULATION INSULAT®EXT ORS UD WALL LYOMINUOUS BEAD OF SEALANTPROVIDEBLOC NG STUDCAVIN EIMERIOR SHEATHING CCESS PANEL THIN-PROFILE W LL THING RIOR WALL PRIOR TOINTERIOR GYPSUM WALLBOARD BUILDING PAPER/ SSEMBLY xoxcnmxor oa.xaanenwuoescn REQUIRED C0 INUOUSB D SEALANTAS AIR BARRIER WEATHER BARRIER--) UOUS BEAD OF SEALANT m °,. •e.mm: u.s„cm:,e-umavnwbm^p„vs euwr4nsxesDrvm uw wr hm^aavaa:m we5«,m eo3]SP:v xcade+am°nN°,wwe mo°,mnnvY°I4mnwbrm em m°nbbollm EXPANDING FOAM-102M4 DKARCY9TECTURAL DESIGN.P.C. f--WOOD FRAME—) 7 FLOOR ASSEMBLY CONSULTANTS: TABLE R402.1.4 EQUIVALENT U-FACTORSO RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/SHOWER BUILT—OUT SOFFIT 1 2 3 4 5 _ LOOR ASSEMBLY SPRAY FOAM INSULATION INTERIOR INSULATED WALL BETWEEN CONDITIONED SPACE AND ATTIC CONTINUO ROOF SKYLIGHT EXPANDINGFOAMSEALAM OFSEALANI 'ROOF RAFTER FPREFAB� ROUGH STRINGER RIDGE INSULATION Y FIREPLACE UNIT GYPSUM BOARD TABLE R402.4.1.1 R-V UE/THICKNESS PER CUMATE I INSULATED EXTERIOR (BOTH SIDE OF WALL) AIR BARRIER AND INSULATION INSTALLATION EXISTING BAND JOIST Q.. EXPANDING FOAM SEALANT STUD WALL EXPANDING INSTALL INTERIOR SHE THING. FOAM _ 6 CONTINUOUS BEAD OF SEA ANT SEALANT PRIOR TOIEPLA E OF ,mvm °o=anxpwv PREFAB FIREPLACE L merwr°i,um+ �.m^tir n®av[. , °u°vn INSTALL I"RIDGE \�� INSTALL SHEATHING AT ATTIC A .� INSULATION AT BOTH SIDE OF SKYLIGHT SHAFT CONTINUOUS BEAD \\ O ^uma.°o HORIZONTALAND SEALANT S PHEATHI INTERIOR LL t.a o'ry e,°nuvm�v„av a+ VERTICAL POSITIONS SHEATHING AT CAVITY INSULATION \� I W LLI rm°s m^ °nu,mrt° CEILIEXTENG OR AND °rv^°e.un m°a, ^°^mrvv°v,m,n° ,m mwala^n°^ra:^awe«wvrwnn+mre° DRAINAGE PLANE (LEAVE 3/6"GAP FOR ATTIC INSULATION - > comvrox� °,m::b„n°rm,rone. °rv^m.;u,mm°°^a.. INSTALL EXPANDING CEILING PRIOR ruccaa°w,ama aa°.,n a,b:«•are«° EXPANDING FOAM) 2x_BLOCG O V vuvm,maa. FOAM SEALANT AT EXPANDING WOOD f-RAMESOFFIi TO SOFFIT ASSEMBLY INTENTIONAL GAPS WOOD FRAME FOAM SEALANT ASSEMBLY Z AT1"RIDGE INSULATION !VaGYP,BDAINlR FLOOR ASSEMBLY O ImlMcro^e,ne v.^a°Ic,°m,nvbl°vwmwum. v,mmr°ubmpmmva,eN un,m w.ev CONTINUOUS BEAD CAVITY INSULATION OFSEALAM rmlvr.+b^°I uu my vbm and vu,°v°,moa.•n .Im°^umb,m.�y°,Ia„ax°mw..<.°, SECTION THROUGH STAIRWAY SECTION THROUGH WALL CONTINUOUS BEAD '^ — V u:«.°e mamwvaa. wonl,m,nu,.°bv°swbm^mr°,^oa•,m MI SEALANT ..... .maeob�m�•an'm°°`�rw ti^^e MINIMUM I/2'DRIP m°,v avw°meown,y _ I"RIGID INSULATION •� CONDITIONED/ Q Q >M+Imw o,um.le°ulm,w SOFFIT CLOSURE Q W amaee,mo.x ea,m°rem a,. m Mbe °rmn,°b,m SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT Q = r CANTILEVER FLOOR ,7 8 g 10 11 � a � rn,a<N mu,umrni,a O W ,bv+°mwav°v° of Fwbimaraurmna°e°e°,°mm°mNm« +°m'�'.ih Awbr�w�vove�«,wen,m b° .mmon,nm e° aM Our hmnaa nc emRn.nm°we eotnnim venom.,femoc°�Ya ' n,b°e, �t c/I^ Q ,vmp.Ae wroknn,«�ca: .ua e:wmv� ^;y°„oawai°roVEMED AIRSPACE MAN UFACTUREDTHIN-PROFILE Q — Z atlh�m � ATTIC VENTILATION BAFFLE CONTINUOUS BEAD Z n vmuh°Tom ,v«e,bm _ (FULL WIDTH) U CAVITY INSULATION OFSEALAM 4 °vr•°.0 eandelo� PROVIDE RIDGE INSULATION / V N ipripv1i4f — To pcmnnImm,b,m BAFFLE AROUND VENTILATION OF SEALUANTS BEAD Lu '^ O CHUTE-FOAM SEALPERIMET CONTINUOUS BEAD OF SEALANT N Z Z r ,« w°rmm m,vu°^v°vmov°ma v« OF RIDGE INSULATION PROVIDE STUD CAVITY CLOSURE CONTINUOUS MINIMAL ua b,r�„m aweaaAnmr� uin°,,,u, Ken' � nbSv',�,no^'°I WINDOW PEREXPANDING IMETERAM AS O ON BACK SIDE OF EACH STUD O „m rvn,nv nv +« • °^ « «v ^ CAVITY CEUNG GYPSUM BOARD O O AS AIR BARRIER W X O ^mMI°v CONTINUOUS BEAD rn rM:arn m,ew.hm maa mrovsl^;°,obr�,.m°, OF SEALANT O,. LLI r vJ �N�bm°mtmawUeb ,v«o.a4r°,am ti°sro°^ew.M. CONTINUOUS BEAD OF SEALANT "`n I'Q°muom LINE ILLUSTRATES ISSUE/DATE: ,1pppT7/,wem°.m,a,wr wvm°,°, In° a+°bi°n "I,o,m.m,om we,m°rm / CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL WINDOW UNIT AS CONTINUITY OF AIR EXPANDING FOAM AT AIR BARRIER ISSUED FOR PERMIT-6232024 mvvmmm.°�°„>r«a..°e emm ye mae — BARRIER AT WALL SECTION WINDOW PERIMETER ISSUED FORPERMTT-1172025 m.m,mn'mm,°ee`M n PROVIDE SOLID BLOCKING CONTINUOUS MINIMAL AMEN DE DDRAWINGS-B/722025 NEAT BEH KNEE WALL EXPANDING FOAM AT ISSUED WINDOW PERIMETER POOLR VISION REVIEW-1242026 POOL REVISION-5/52026 nc:mvlmeme v �,°m°a — CAVITY INSULATION - CONTINUOUS BEAD OF SEALANT nrb — CONTINUOUS BEAD WINDOW UNIT AS OFADHESIVE AIR BARRIER CONTINUOUS BEAD CONTINUOUS MINIMAL OF SEALANT CEILING&KNEE WALL INSULATION EXPANDINGFOAMAT WINDOW PERIMETER R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING(MANDATORY) CONTINUOUS BEAD HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE W ITH ACCA MANUAL S BASED 1 2 OF SEALANT c[u,o eDe urt ON SU¢DING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL OR OTHER APPROVED CONTINUOUS BEAD MY vvawwcsu+v HEATING AND COOLING CALCULATION METHODOLOGIES.NEW OR REPLACEMENT HEATING AND OF ADHESIVE - romeesoew,u coo[or COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL GREATER THAN THE TTIC INSULATION CONTINUOUS BEAD CONTINUOUS BEAD [w roetsnn. MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHC LOCATION WHERE THE EQUIPMENT IS ATTIC BOOR FRAMING Of SEALANT OF SEALANT INSTALLED. RIGID INSULATION R-VALUE/DEPTH PER CLIMATE e COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE CONTINUOUS SILL SEALER SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED \ GYPSUM BOARD BOX ENCLOSURE - - /�� -FULL WIDTH OF MU WILL ATTIC INSULATION -- - LuliEWii'ci:c:' —"'_ ATTIC FRAMING `-==: rp FOUNDATION WALL AS SPECIFICATIONS: j \�� AIR BARRIER P{D Ar{ REFER TO ENERGY CONSULTANTS CODE COMPUANCE REPORT FOR ADDITIONAL INSULATION �j\� CONCRETESLAB AS r,'CESOtW rV Oyt ^, AND MECHANICAL SPECIFICATIONS. CONTINUOUSNTUOUS BEAD AIR BARRIER O f / G - MECHANICAL LATCH TO PRESSURE ��\ n ° \\��\��\\��j } ✓,E COMINDUOUSBEAD AM OFSEALANT PERIMETEREALANTAT Q SEAL AT WEATHER STRIPPING ADDITIONAL SPECIFICATIONS: MANUFACTURED PULL DOWN STAIR \ WINDOWS AND SKYLIGHTS:0.30 U VALUE 0.30 SHGC DRYWALL GEEING • BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA RECESSED LIGHTING FIXTURE HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER 100 SQ.Fr. BLOCKING AS REQUIRED O • MIN. BNERGYSTARAPPLIANCE MIN.90 90%ENERGY EFFICIENT INTERIOR LIGHTING LINE OF CONTINUOUS AIR SEALING STRATEGY— AIR SEALING STRATEGY— • BUILDING WACAVITYPIPESTOBEINS INSULATED RECESSED LIGHTING IN ATTIC ATTIC PULL—DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION PROJECT NUMBER: ALL HOT WATER PIPES TORE INSULATED TOR3 13 14 15 16 17 DK202412 ALL DETAILS MAY NOT APPLY F-003 OFF PROPOSED SECOND STORY ADDITION OVER EXISTING 2 - CAR GARAGE FOR : Received ARCHITECTUII MAY 3 Z026 1 k ,$ DESIGN E Qrdof AppeaIG zoning P.O. BOX 250 YAPHANK,NY 11980 1690 N BAYVIEW RD, SOUTHOLD, NY 11971 TELEPHONE:(631)793-4608 EMAIL: DAN.KISSINGER@DKARCHDESIGN.COM THIS DOCUMENT,AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF NORTH BAYVIEW ROAD WITH ARCHITECTURAL DESIGN,P C FOR USE SOLELY RESPECT TO THIS PROJECT.THE ARCHITECT SHALL BE DEEMED AUTHOR OF THIS DOCUMENT (NORTH ROAD TO BAYVIEW) AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE f COPYRIGHT.THIS DOCUMENT SHALL NOT BE USED D RAW I N G INDEX I I IN WHOLE OR IN PART,WITHOUT THE WRITTEN NEW 4"x4" P.T. WOOD POST BEARING I / 67) 100.00 AUTHORIZATION OF DK ARCHITECTURAL DESIGN,P.C. A-001 TITLE SHEET, PROP. PLOT PLAN,ZONING DATA,&FOUNDATION PLAN I I ON NEW 12" DIA. SONOTUBE BEARING I � 6�� ALL RIGHTS RESERVED A-002 PROPOSED PLANS, PROPOSED EXTERIOR ELEVATIONS&SECTIONS I F-001 FRAMING DETAILS ON VIRGIN SOIL. ©2024 DK ARCHITECTURAL DESIGN, P.C. ( I O / F-002 FRAMING DETAILS I REFER TO DETAIL ON THIS SHEET - F-003 AIR-SEALING&BARRIER DETAILS - - - I I `^,O _ SIEASEME T FOR WATER M IN 1 3/4 -10 1/4" I +/-18'-3" �" I , CONSULTANTS : " 3' MANDATORY ENERGY CODE COMPLIANCE STATEMENT Ir - - - - - 0 / To the best of my knowledge, belief and professional judgement, such plans or N specifications are in compliance with the 2020 Nc-w York State Energy Conservation � <,. kg . I- - - - - I I 8 I � 1 � Construction Code and Chapter 11 of the 2020 Rlesidential Code of New York State. EXISTING I 1 WHERE MUNICIPALITIES REQUIRE "HERS"' RATINGS THE REM MODEL - - - - - I I A-002 v v i GRAVEL PROVIDED BY A CERTIFIED HERS RATER ;SHALL SUPERSEDE ANY I_ _ _ _ _ I EXISTING N I ( DRIVEWAY r SPECIFICATIONS CONTAINED IN THE CONISTRUCTION DOCUMENTS. SLAB ON I N I o I- - - - - 1. H.E.R.S. INDEX REPORT AS REQUIRED BY OTHERS I I NEW 4X4 PT WD. POST ON -' b GRADE NEW 27K BTU MULTI ti r 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOIR CONTACTING THE HERS RATER THROUGHOUT I _ _ _ _ I I POST BASE ANCHOR BY 13 ZONE CONDENSER THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS ARE PERFORMED. I I I SIMPSON' OR APPROVED +1_7_g 00 3.THE BUILDER IS TO CONTRACT WITH HERS RAlfER FOR THE CONSTRUCTION/INSPECTION F-002 EQUAL INSTALLED PER - EX. 6' EX. CONC. < 'o_ I - - - - EXISTING PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. I I MANUF. SPECS GARAGE WOOD TILE WALK a�1 UPDATED 5/1/2020 — _ mm 1 N - `mNo1 1 Jill CODES AND STANDARDS I I I II �_) I __• —I I NEW 2ND STORY ALL PLANS ARE TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK _ I — 12" DIA. P.C. SONOTUBE ADDITION (406 S.F.) STATE, AND THE 2018 WFCM. 24"x48" POURED— - CJ I I PROVIDE GALV. METAL — P.C. FOOTING. TAPER TOP CONCRETE SLAB `J - r — m 1 CONNECTION 40'-3 1/2" O EX. ROOFED -ALL PLANS ARE TO COMPLY WITH APPENDIiX J EXISTING BUILDINGS AND I BETWEEN P.T.GIRDER z —I III= OF PIER FOR DRAINAGE OPEN PORCH , 1 @ BOTTOM STEP I AND CONCRETE. STRUCTURES AS PER AJ6 (RECONSTRUCTION)OF THE 2020 NEW YORK STATE I 4'-0" c'7 � — _ NEW POOL PATIO � TO BE MINIMUM 12" z+� LINE OF EXISTING FOOTING (V.I.F.) (�I •' — NOTE: FOOTING & PIER TO NEW POOL STRUCTURE . . RESIDENTIAL CODE. BELOW GRADE. L I NEITHER GALV. —I • =�� I I BE MIN 3500 PSI CONCRETE G.C. W GRADE. - - - - - - - - - - - - - - - - - - J CONNECTOR NOR P.T. i( _ TO BE DESIGNED BY 4, 19'- ABBREVIATIONS NUMBER OF GIRDER SHALL HAVE LICENSED ENGINEER _ __ 2/2, 1 1'O O RISERS TO GRADE CONTACT W/SOIL. I o .`\ 1 U. PROPOSED FOUNDATION PLAN SCALE: 114" = V-0" NFODWELLING IS USED AS A O POOL EXISTING 10'x36 W qg ANCHOR BOLT LAW. LAVATORY/VANITY N S O N OdT U B E DETAIL SCALE: 1/2" = 1'-0" POOL BARRIER,ALL I 1-STORY ABV. ABOVE LINI. LINEN A.C. AIR CONDITIONING LNIDY. LAUNDRY TYPICAL FOUNDATION NOTES: EXTERIOR DOORS WITHIN DWELLING , O A.F.F. ABOVE FINISHED FLOOR LTL. LINTEL POOL BARRIER ARE TO #1690 A.P. ACCESS PANEL 1. ALL NEW SONO TUBES TO BE 3500 PSI AND TO MAINTAIN MINIMUM DEPTH 3'-0" BELOW GRADE, U.N.O. �' / EXISTING q, EX. LVL LAMINATED VENEER LUMBER HAVE POOL ALARMS 27'-4 / �. APB ANTONY POWER BEAM 2. REFER T(0 SECTIONS& DETAILS FOR MORE INFORMATION. / 2-ST. a A/C COMPLYING w/UL 2017 AND 10.8' APPROX. APPROXIMATE 3.®DENOTES POST LOCATION FROM ABOVE, PROVIDE SOLID BLOCKING UNDER ALL POSTS AND BEARING WALLS 3g i � ♦^ MATS. MASONRY ALL WINDOWS w/SILLMill][ S v ASF ABOVE SUB-FLOOR MAX. MAXIMUM DURING CONSTRUCTION AND PRIOR TO FRAMING AND LOADING OF UPPER LEVELS. (10 FX ASPHALT HEIGHTS 48"OR LESS MUST CO / ASPH. MAINUF. MANUFACTURER 4. FASTENING FOR ALL STRUCTURAL LVL MEMBERS IS TO BE AS PER MANUFACTURER'S SPECIFICATIONS. w TO A/C �- MEICH. MECHANICAL 5. NO LVL,POWER BEAM OR WOOD"I"JOIST MATERIAL IS TO COME INTO CONTACT WITH CONCRETE. COAT TOP OF HAVE EITHER FALL eF--1 Ti�Ep o 0 0 gp, BOARD MTIL. METAL PROTECTION OR A POOL >- Y Np FOUNDATION WITH EITHER LEAD COATED COPPER FLASHING OR A SPRAY ON BITUMINOUS MEMBRANE. ALARM. o a �F /0 2j� 43' 4' � UJ gip• BIDET BLDG. BUILDING NO,. NUMBER BLK. BLOCK N.T'.S. NOT TO SCALE 00 CO ~ \ BLKG. BLOCKING w w 0 SOR FROST V Q B.O. BOTTOM OF p/C OWNER FURNISHED/ SECTION R301 - DESIGN CRITERIA o 60 ACCES ACK Q/ BOT. BOTTOM CONTRACTOR INSTALLED _ 2x6 ON THE FLAT DOUGLAS FIR ARD SETS O fy T R301.2.1.2 PROTEC BRG. BEARING O.Hi. OVERHANG .ION OF OPENINGS. MEMBER UNDER PLYWOOD PANEL -- - - _ L BRDG. BRIDGING EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE REGIONS SHALL BE FASTEN EACH END OF 2x6 WITH ` B.P. BEAM POCKET PEE). PEDESTAL SINK (6)#8 X 4-1/2"SCREWS EACH END --'-I- --'�-- --�--r- r B.W. BEARING WALL PROTECTED FROM WIND-BORNE DEBRIS. GLAZED OPENINGS PROTECTION ( ) I I 1 PKT. POCKET DOOR FROM WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE III rn ° ° I 1 w 0 w Z PSL. PARALLEL STRAND I I IL=-JJL_-JL__JI I I � MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION #8 X 4-1/2" SCREWS 10"O.C. u -Tr---IF I I 1 CAB. CABINET LUMBER 1 II CL. CLOSET P.T:. PRESSURE TREATED 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WIND-BORNE AT ALL PLYWOOD EDGES I u 1 N ♦ ♦wlNDow Q CLG. CEILING LUMBER DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT RESISTING i I u �� V I I�==Tr== --�I I i /DOOR EX. 4' JEER FENCE O COL. COLUMN PROP. PROPOSED STANDARD OR ANSI/DAMMA 115. 7/16"MINIMUM PLYWOOD PANEL TO I u II i i BEHIND U C CONC. CONCRETE PRW'D. PROVIDED EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT NOT EXCEED A 4'X 8' DIMENSION i i Pi ii ii If I EX. GATE CONT. CONTINUOUS PAMI. PANTRY I I L__JL==�_=J I EX. SAND W ♦♦nn m 0 LESS THAN 7/16 IN':H (11 MM)AND A SPAN OF NOT MORE THAN 8 FEET(2438 MM) I I I 1 � V CONTR. CONTRACTOR P.C,. POURED CONCRETE SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT CONSTR. CONSTRUCTION PVCC POLYVINYL CHLORIDE I I u II I I w AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING I I II II 1 Cj Q ■-- C.T. COLLAR TIES PSEF POUNDS/SQUARE FOOT 1 _=dl 1 U C.M. CARBON MONOXIDE PSII POUNDS/SQUARE INCH THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS I o 1r -,r O - 1/2' � EX. SANG ' v/ II 11 0_ 12'-1 DETECTOR P.L.. PROPERTY LINE REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE I 1 i ii ii III 1 0 WOOD to 139 6 _ EX. BULKHEAD o ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO 1111 JL--JL__�I I 1 O I .r==�r-- --�I I RAMP D. DRYER QTY. QUANTITY RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE I I it II u 1 - �`' _-__ - EX. WOOD RETAIN DEMO. DEMOLITION WITH EITHER TABLE R301.2 2 OR ASCE 7, WITH PERMANENT 2x6 ON THE FLAT DOUGLAS FIR I III II III I o ��$ WALL �" W �_ DIA. DIAMETER R. RISER(S) O MEMBER UNDER PLYWOOD PANEL I I DIM, DIMENSION REEF. REFERENCE CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE FASTEN EACH END OF 2x6 WITH _�_i____---____-__�_ HIGH WATER LINE D.O. DOUBLE OVEN RE1T. RETURN WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF (6)#8 X 4-1/2" SCREWS EACH END DR. DOOR RE(Q'D. REQUIRED DIN. DOWN R.Rt. ROOF RAFTERS HEIGHT OF 45 FEET( 13.728 MM)OR LESS WHERE THE ULTIMATE DESIGN WIND EX. WOOD EX. METAL EX. DOCK ISSUE/ DATE: DW DISHWASHER R&,S ROD&SHELF SPEED, VULr IS 180 MPH (290 KPH) OR LESS. 10" 10" O.C. RETAINING WALL RAMP �20.Vx6.1' R ISSUED FOR PERMIT-6/23/2024 R.0). ROUGH OPENING > y ' EA. EACH TYPICAL ISSUED FOR PERMIT-1/7/2025 ELEV. ELEVATION SCIHED. SCHEDULE TABLE R301.2.1.2 OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK EX. BULKHEAD � - FRESH r AMENDED DRAWINGS-8/12/2025 STATE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD OPENING PROTECTIVE N SE CREE ELEC. ELECTRIC SE(C. SECTION SCALE: N.T.S. ISSUED FOR B.D. REVIEW-1/24/2026 EQ. EQUAL SH7. SHEET STRUCTURAL PANELS a,b,c,d 0 POOL REVISION-5/5/2026 EQUIP. EQUIPMENT S.HI.G.C. SOLAR HEAT GAIN COEFFICIENT OPENINGS LESS THAN 4'X 8' GO EX.OR EXIST. EXISTING FASTENER SPACING EXH. EXHAUST SPECS. SPECIFICATIONS FASTENER Panel span 4 foot< panel 6 foot< panel EXT. EXTERIOR ST.STL. STAINLESS STEEL TYPE <4 foot span <6 foot span < 8 foot PROP. PLOT PLAN STD. STANDARD SCALE: 1"=20'-0" F.D. FLOOR DRAIN SH1WR. SHOWER NO. 8 WOOD SCREW 2x6 ON THE FLAT DOUGLAS FIR 8'-0" F.F. FINISH FLOOR STIL. STEEL BASED ANCHOR WITH MEMBER UNDER PLYWOOD PANEL INFORMATION TAKEN FROM FIN. FINISH S. SINK - — 2-INCH EMBEDMENT 10' 8" FASTEN EACH END OF 2x6 WITH SURVEY PREPARED BY.- FL. FLOOR S.D). SMOKE DETECTOR LENGTH (6)#8 X 4-1/2"SCREWS EACH END : : : AERIAL LAND SURVEYING, D.P.C. FLG. FLOORING • • FNDT. FOUNDATION NO. 10 WOOD SCREW #8 X 4-1/2"SCREWS 10" O.C. -r--r--�-- -- „--'r-- -- --r-'-r- DATED MAY 2022 I I II II II II I II II II II I I FP. FIREPLACE TEMMP. TEMPERED BASED ANCHOR WITH AT ALL PLYWOOD EDGES I III 11 II II FTG. FOOTING T.O. 6" 12" g". TOP OF 2-INCH EMBEDMENT I I TYfP. TYPICAL 7/16" MINIMUM PLYWOOD PANEL TO I II I II II II O PROFESSIONAL STATEMENT: LENGTH I 1 u II II II 1 11 II 11 11 1 1 GA. GAUGE NOT EXCEED A 4'X 8' DIMENSION I II 11 I II 1 11 II 11 11 1 I TO THE BEST OF MY KNOWLEDGE AND BELIEF THE GALV. GALVANIZED 1/4-INCH LAG SCREW I 1 1k==J1�__:�L_-d1 1 Ik==-JL==,L=-dl 1 ZONING DATA FOR: 1690 N BAYVIEW ROAD, SOUTHOLD, NY 11971 INFORMATION SHOWN ON THESE DRAWINGS AND SEAM I II 11 I II WINDOW SPECIFICATIONS COMPLIES WITH THE APPLICABLE G.C. GENERAL CONTRACTOR UNIEX. UNEXCAVATED BASED ANCHOR WITH I I II ° 11 1 11 11 ° 1 REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF II /DOORS TOWN OF SOUTHOLD, NY GD. GRADE U.NI.O. UNLESS NOTED OTHERWISE 16" 16" 16" 2x6 ON THE FLAT DOUGLAS FIR II p II II II 1 BEHIND NEW YORK STATE. GVL. 2-INCH EMBEDMENT 11 u GRAVEL _ _�-_ --:y__�__�__1&__�.__�_I_L__ SECTION: 70 BLOCK: 12 LOT: 37 LENGTH MEMBER UNDER PLYWOOD PANEL - ZONE: RESIDENCE R-40 GYP. BD. GYPSUM BOARD FASTEN EACH END OF 2x6 WITH ='�--�--� -'-•�-- --r-=-� - -- --�=' J GALV. GALVANIZED V.R. VAPOR RETARDER (6)#8 X 4-1/2" SCREWS EACH END I u ° " III ° ° 1 V ¢ ITEM: REQ'D./PERMITTED: EXISTING: PROVIDED: VENT. VENTILATE FOR SI: 1 INCH=25.4 MM, 1 FOOT= 304.8 MM, 1 POUND =4.448 N, 1 MILE PER I 1 1k==,F1k==-IF=_ v H.B. HOSE BIB V.T.R. VENT THROUGH ROOF HOUR=0.447 M/S I 1 11 I II O - I 1 11 ii �ii p I u ii ii i1 1 1 b � MINIMUM LOT AREA: 40,000 S.F. 22,527 S.F. 22,527 S.F. (EX. NON-CONFORMING) HDR. HEADER VERT. VERTICAL/VERTICALLY a. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS VULr AND A 45-FOOT MEAN #8 X 4-1/2" SCREWS 10"O.C. I I 11 p I 11 II 1 1 r HGT. HEIGHT V.I.F. VERIFY IN FIELD I 1 II __JL__.JL__ 1 1 11 JL__JL__ 11 1 1 b ROOF HE►GHT. AT ALL PLYWOOD EDGES I 1 Ir--�r-- 1r--71 I If==Jr--�r--fi 1 1 � MAXIMUM BUILDING HEIGHT(ACCESSORY): 18 1 STORY 18 /2 STORIES (COMPLIES) HORIZ. HORIZONTAL 1 1 I1 a p 1 II a p "v D A b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD I 1 I1 1I p 1 p u u o P C HTG. HEATING 7/16' MINIMUM PLYWOOD PANEL TO 11 1 p p II u r STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH � O►� K/ � '� HVAC HEATING,VENTILATING,AIR W. WASHER NOT EXCEED A 4'X 8' DIMENSION i 1 L==L==:�==J I L==IL==�==J I ITEM: REQ'D./PERMITTED: EXISTING: PROVIDED: y, _ CONDITIONING W.C. WATER CLOSET/TOILET FROM THE EDGE OF THE PANEL. 1 1 I I 1 70 d --------------'------------ '--- HWH. HOT WATER HEATER W.I.C. WALK IN CLOSET c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING 2x6 ON THE FLAT DOUGLAS FIR : : FRONT YARD SETBACK(ACCESSORY): 50'MIN. 41.5' 41.5' (NO CHANGE) (EX. NON-CONFORMING) W/ WITH WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE MEMBER UNDER PLYWOOD PANEL ( '_• �n L' KIT. KITCHEN W/'O WITHOUT BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2 FASTEN EACH END OF 2x6 WITH SIDE YARD SETBACK(ACCESSORY): 10' MIN. 10.7 10.7'(NO CHANGE) (COMPLIES) INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. (6)#8 X 4-1/2" SCREWS EACH END 'jo10„ 01 10"O.0. d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE TYPICAL REAR YARD SETBACK(ACCESSORY): 10' MIN ' '. +/-132.2 +/-132.2 (COMPLIES) '.y� o, 0426 ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL ATTACHED USING VIBRATION RESISTANT ANCHORS HAVING AN ULTIMATE OPENING PROTECTIVE LOT COVERAGE: 20% = 22,527 x 0.20= (13.1%) +/-2,944 S.F. (14.7%)+/-3,304 S.F. (COMPLIES) �OF N � WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. SCALE: N.T.S. 4,505.4 S.F. MEMBERS UPDATED 5/1/2020 5 SQUARE FOOTAGES: OPENINGS LARGER THAN 4'X 8' EXISTING 1ST FLOOR AREA =+/-2,243 S.F. STRUCTURAL LIVE' DEAD ALLOWABLE EXISTING DETACHED GARAGE =+/-408 S.F. MEMBERS LOAIDS LOADS DEFLECTION EX. FRONT PORCH =+/-81 S.F. EX.WOOD RAMP =+/-212 S.F. EXTERIOR BALCONIES 401 10 L/360 PROJECT NUMBER: TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROP.SWIMMING POOL = 360 S.F. DECKS 401 10 U360 TOTAL LOT COVERAGE =+/-3,304 S.F. D K2024 1 2 ATTIC WITHOUT STORAGE 10 10 U240 GROUND n WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD g AIRt MEAN ATTIC W1 STORAGE 20 10 L/240 SNOW LOAD SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN f a FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL FIRST FLOOR 40 10 U360 (MPH) EFFECTS k REGION I DEBRIS ZONEFF CATEGORY WEATHERING DEPTH b TERMITE TEMP a REQUIRED h INDEX I TEMP j SECOND FLOOR 1 30 1 10 1 L/360 MODERATE OF OF A-001 OF ROOF RAFTERS-GROUND SNOW LOAD=20 psf L/240 20 PSF 130 MPH NO NO NO B SEVERE 36" TO HEAVY 11 YES NONE 59E9 51°F 5 8'-0" 14'-3" �' to 4'-0" 14'-3" 5'-1 1/2" 9'-1 1/2" NEW STAIRS BELOW HEADER SCHEDULE (2)2x6 RIM JOIST UNLESS NOTED OTHERWISE, ALL UNLESS NOTED OTHERWISE, ALL �- OUTDOOR (2) 36"x 0" D.H. HEADERS SHALL BE: ENGINEERED STRUCTURAL MEMBERS Co i NEW 18K BTU AIR Received ( } @ R r- o SAUNA TO BE 4x6 SOLID I HANDLER INSTALLED NEW WOOL DECKING 2 2x6 SPANS UP TO 4'-0" SHALL BE MICROLLAMOLVL 2.OE. SELECTED B WOOD POISTI TO BE SELECTED BY I NEW 18K BTU AIR PER MANUF. SPECS I (2)2x8 @SPANS 4'-1' TO 5'-0" ARCHfTECTURAL BUI LDER/ I OWNER I HANDLER INSTALLED (2)2xl0 @ SPANS 5'-1"TO 6'-0" UNLESS NOTED OTHERWISE, �, OWNER NEW 2x6 DECK ! i PER MANUF. SPECS MAY 13 2026 (2)2xl2 @ SPANS 6'-1"TO 8'-0" STRUCTURAL POSTS SHALL BE DESIGN N I JOISTS @ 16'" i i NEW 1 3/4 x 7 1/4" LVL F.J. @ 16"O.C. 14R DN TO I I 2x8 R.R. 2x8 R.R. "HEADER SIZES CALLED OUT ON (3)2x4 POST @ 2x4 WALLS O.C. SLOPED I I @ 16 O.C. @ 16 O.C. 36"x80" v I N GRADE ! Zo ng BoF,-` of Appeals PLANS SHALL SUPERSEDE THIS (4)2x6 POST @ 2x6 WALLS P.O. BOX 250 FOR POSITIVE I I I DRAINAGE I I SCHEDULE. YAPHANK,NY 11980 (2)2x6 RIM JOIST I TELEPHONE:(631)793-4608 — 4-0 — I +/-18'-3" i EMAIL: VERTICAL CEDAR 4' 0" 4'-0" I +/-13'-7" CONSTRUCTION LEGEND DAN.KISSINGER DKARCHDESIGN.COM PARTITIONS — — — — > w � I 4:12 4:12 — — — — m O I F- 0 o PROP ARTIST'S THIS DOCUMENT,AND THE IDEAS AND DESIGNS L O O NEW 2x6 EXTERIOR &2x4 INTERIOR WALLS 16" O.C. - U.N.O. INCORPORATED HEREIN,AS AN INSTRUMENT OF F- J = PROFESSIONAL SERVICE IS THE PROPERTY OF OO wD_- Q I I rn _ STUDIO 0 EXISTING WALL TO REMAIN DKARCHITECTURAL DESIGN,P.C.FOR USE SOLELY J x �- $ > $ $ 50 CFM EXHAUST FAN WITH RESPECT TO THIS PROJECT.THE ARCHITECT c� _j w 293 S.F.AREA SHALL BE DEEMED AUTHOR OF THIS DOCUMENT C� Q I i „m 2 - -002 v W 18%23.4 S.F. LIGHT REQ'D - A-002 -002 O HARDWIRED SMOKE &CARBON MONOXIDE DETECTOR p W N M - O j� J AND SHALL RETAIN ALL COMMON LAW,STATUTORY ❑ IY J p O N M J S.D. 1 88.9 S.F. LIGHT PROVIDED Co W AND OTHER RESERVED RIGHTS INCLUDING THE W Z_ w 1 w - w EXISTING 2-CAR N iv _ (� OO I ° N a N z (� COPYRIGHT THIS DOCUMENT SHALL NOT BE USED ❑ > Q ` a > - N Cl) uJ v _ C.O. 14/0 11.7 S.F.VENT REQ'D N ❑ WINDOW&DOOR LIST FOR LIGHT AND VENT ONLY IN WHOLE OR IN PART,WITHOUT THE WRITTEN p > Z -I O O � GARAGE + N ❑ C 45.0 S.F.VENT PROVIDED + _ U AUTHORIZATION OF DKARCHITECTURAL DESIGN,P.C. O ILL L > VENT VISIBLE U O w O I ~ o W NEW 5/8"TYPE"X" GYPSUM `� 0 x w w PRODUCT SILL ALL RIGHTS RESERVED p z > ! - = O WINDOW SIZE MANUF. AREA GLASS NOTES w I rn MI - > TYPE HT. O w BOARD ON ENTIRE CEILING O w ©2024 DKARCHITECTURAL DESIGN, P.C. J � 2 z I .- � F— cA E-- w w! iv O _ S.F. S.F. x MARVIN ELEVATE 20" 5.79 10.59 C X w -' 1 L rn J W Q O z p i �° O 36"x60" o W � i --fix a � � Z �i w - DOUBLE HUNG v Q `� U 0 0 N w i w ro 96"x80" _ ~ O Z ❑I Q SLIDER DOOR MARVIN ELEVATE N/A 21.82 46.54 CONSULTANTS : � MLLLLLLLLS W L� J Z I M m J ❑i NOTE: I U Q i -EXACT NUMBERS ON LIGHT AND VENT ON CUSTOM WINDOWS&DOORS ARE GIVEN AS VNE� NEW BEAM HANGER = 12, AN APPROXIMATE. 14R UP NOTE: _ _ I -REFER TO HERS REPORT FOR U-VALUE&S.H.G.C. FOR ALL WINDOWS&GLASS DOORS. CAPABLE OFWITHSTANDING 3500 LBS VERIFOY _ 0O I -ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS 1 " M 4'-0" - `+ I 12" 4'-0"(2) 96"x84"OVERHEAD GARAGE DOOR NUMBE IBE SELECTED BY BUILDER/OWNER RISERS RAILING r` I 12" 12" TO CODE . (2) 36"x 0" D.H. 1 NOTE: NEW(2) 1 3/4"x 9 1/4"LVL HDR NEW(2) 1 3/4"x 9 1/4" LVL G.C. TO VERIFY 4'-7 3/4"' 4'-6" 4'-6" 4'-7 1/2" 3" '-0' T-0" 9'-1 1/2" " 3" 3" 10 NUMBER OF RISERS 18'-3" 4'-0" 18'-3" PROPOSED FIRST FLOOR PLAN SCALE: 1/4"= V-0" PROPOSED SECOND FLOOR PLAN SCALE: 1/4"= V-0" PROPOSED ROOF PLAN SCALE.- 1/4"= V-0" 1 NOTES: NOTES: NOTES: ROOF CONSTR.-. -ALL EX. MEASUREMENTS ARE TO BE\VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL DIMENSIONS -ALL EX. MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL DIMENSIONS -ALL ROOFING NAILS TO BE STAINLESS STEEL CEDAR ROOF SHINGLES SHOWN ARE TO EX. GYP. BOARD. SHOWN ARE TO EX. GYP. BOARD. VENTGRID -ALL EXISTING WALLS TO BE REDUCED TO T-6" PLATE HEIGHT INCLUDING NEW(2)2x4 TOP PLATES (V.I.F.) -ALL NEW WALLS TO BE 2x4 STUDS @ 16"O.C. REFER TO SECTION FOR PLATE HEIGHTS. #30 BUILDING PAPER -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. ICE AND WATER SHIELD(ON ENTIRE ROOF UNDER 4:12 PITCH) 1/2" CDX SHEATHING ti 2x8 R.R. @ 16"O.C. (REFER TO PLAN) 5 LLii^.� 5"(R35) SPRAY FOAM INSULATION `,.a► F-002 CEDAR ROOFING TO 18'-0" MAX. BLDG. HGT. _ _ U. MATCH MAIN DWELLING PROPOSED RIDGE HEIGHT 4 2 12 LINE OF WALL BEYOND 18'-0" MAX. BLDG. HGT. 18'-0" MAX. BLDG. HGT_. 1 �— - - - V. 2ND FLOOR PLATE — o PROPOSED RIDGE HEIGHT NEW 1"x3"TRIM OVER PROPOSED RIDGE HEIGHT _ — (SOUTH SIDE) F-002 4� �4 5/4"x8"AZEK RAKE - - - u 1� WINDOW& DOOR HGT. ti (2)1 314"x71/4"LVL (3) 1 3/4"x 1 2ND FLOOR PLATE _ BOARD, TYP. 2ND FLOOR PLATE TYPICAL WALL CONSTR.: ( 0 Q (SOUTH SIDE) E 0 (SOUTH SIDE) 1 f WINDOW& DOOR HGT. 2ND FLOOR PLATE WINDOW& DOOR HGT. ! 2ND FLOOR PLATE SIDING TO MATCH EXISTING I _ (NORTH SIDE) (NORTH SIDE) _ CEDAR SHINGLES NEW HANDRAIL + PROP ARTISTS WINDOW NOTE: C° #15 BUILDING PAPER ! STUDIO N 0 NEW 1 x3 TRIM OVER TO CODE Q W COLOR: WHITE OPEN TO `° iD U-VALUE: 0.28 BEYOND CEDAR SIDING TO 5/4 x8 AZEK RAKE 2x4 STUDS @ 16 O.C. (U.N.0) I MATCH EX. - � oo BOARD, TYP. iv 3" (R21) SPRAY FOAM INSUL. I� SLOPE MIN. � � 7 � SHGC: 0.28 NEW NEW m `9 0 1/2"GYP. BOARD i 1/8" PER 3 T&G CDX F-002 Q c>, CEDAR SIDING TO ED I e FOOT PLYWOOD SUBFLOOR I I 36" HIGH CABLE D.H. D.H. 2ND FLOOR SUBFLOOR �— n/ MATCH EX. - - - tl-------- ® = RAILING TO CODE 1ST FLOOR PLATE 1: 0 � � j NEW_2x8 F.J. 16"O.C. � o0 00 --j -- ------- 2ND FLOOR S_UBFLOO_R T 2ND FLOOR SU_BFLOOR � 2ND FLOOR SUBFLOOR 2ND FLOOR SUBFLOOR WINDOW& DOOR HGT. �__________� NEW 2x6 �(3)1 3/4"x 9 1/4" LVL W/ � Q 1ST FLOOR PLATE NEW 5/4"x8"AZEK 1ST FLOOR PLATE _ I DECK JOISTS (2) 1"x 9" STEEL FLITCH NEW DOUBLE % - - - � r---------- 16"O.C. _ _ _ TRIM BAND, TYP. _ _ _ �---------- @ PLATES, TOP FLUSH W/T.O. TOP PLATE WINDOW& DOOR HGT. WINDOW& DOOR HGT. SLOPED FOR FLOOR JOISTS. PROVIDE 9 I- L---------- POSITIVE METAL JOIST HANGERS AS I (9 I -002 ♦ 1 w o ---------- DRAINAGE REQUIRED I; O V p NEW TREADS I. NEW OVERHEAD p U !-------- - + _J AND DECKING TO GARAGE DOORS ❑ �---------- EXISTING 2-CAR (.� N Q W BE SELECTED BY TO BE SELECTED w W OWNER BY OWNER ----____-- „ GARAGE W (, m ❑ O r--------- w w GARAGE SLAB EXISTING CONCRETE SLAB i Z EEEII� 7/1 ill EXISTING FOOTING TO REMAIN (V.I.F.) CL — � EXISTING GRADE/ 45 DP 45 DP EXISTING GRADE/ ———J O GARAGE SLAB GARAGE SLAB �/� PROPOSED SECT ION SCALE: 1/4" = V-0" SCALE: 1/4"= 1'-0" � W T- FRONTELEVATION (EAST) SCALE: 1/4"= V-0" RIGHT SIDE ELEVATION (NORTH) SCALE: 1/4"= V-0" -®HATCH INDICATES PORTION OF EXISTING CONSTRUCTION TO REMAIN -REFER TO F-001 - F-003 FOR TYPICAL FRAMING DETAILS R311.7 STAIRWAY NOTES: 4 NOTE: NOTE: ROOF CONSTRUCTION: -STAIRWAY SHALL NOT BE LESS THAN 36"IN CLEAR WIDTH -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MININVUM DESIGN PRESSURE OF 40, UNLESS NOTED OTHERWISE. CEDAR ROOFING TO MATCH MAIN DWELLING ABOVE HANDRAILS. ISSUE/ DATE: -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS VENT GRID -HEADROOM SHALL NOT BE LESS THAN 6'-8"MEASURED ISSUED FOR PERMIT-6/23/2024 PROTECTION AS DETAILED ON SHEET A-300. PROTECTION AS DETAILED ON SHEET A-300. 30#BUILDING PAPER ICE AND WATER SHIELD ON VERTICALLY FROM TREAD NOSING. ISSUED FOR PERMIT-1/7/2025 ENTIRE NEW ROOF(UNDER 4:12) -A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE 0 AMENDED DRAWINGS-8/12/2025 1/2"CDX SHEATHING 151"WITHOUTA LANDING. ISSUED FOR B.D. REVIEW-1/24/2026 2x8 ROOF RAFTERS ——— -RISER HEIGHT SHALL NOT BE MORE THAN POOL REVISION-5/5/2026 5"(R-35)CLOSED CELL SPRAY FOAM INSILATION - 81/4"HIGH AND ALL RISERS IN A FLIGHT OF STAIRS SHALL NOT DIFFER MORE THAN 3/8". 18' 0" MAX. BLDG. HGT_. 18' 0" MAX. BLDG. HGT_. SOLID BLOCKING TREAD DEPTH SHALL NOT BE LESS THAN 9"AND ALL PROPOSED RIDGE HEIGHT VROPOSED RIDGE HEIGHT ABOVE TOP PLATES TREADS IN A FLIGHT OF STAIRS SHALL NOT DIFFER MORE 4f� 11 �4 ALUM. FLASHING THAN 3/8". & DRIP EDGE -TREAD NOSING SHALL NOT BE LESS THAN 3/4"AND NO 2ND FLOOR PLATE 2ND FLOOR PLATE _ f (SOUTH SIDE) (SOUTH SIDE) — I MORE THAN 1 1/4". WINDOW& DOOR HGT. 2ND FLOOR PLATE WINDOW& DOOR HGT. 2ND FLOOR PLATE ALUM. GUTTER OVER (NORTH SIDE) NORTH SIDE) 1"x3"AZEK TRIM 1 2 29 R311.7.5.2.1 WINDER TREAD NOTES: 5/4x6 FASCIA BD. OVER WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT NEW 2x6 NAILER TO MATCH F-002 F-002 F-002 LESS THAN 10 INCHES(254 MM)MEASURED BETWEEN THE SLIDING EXISTING VERTICAL PLANES OF THE FOREMOST PROJECTION OF PROFESSIONAL STATEMENT: iv ao NEW 36" HIGH CABLE DOOR - " TO THE BEST N H KNOWLEDGE AND BELIEF THE 1/2 GYP.BOARD FINISH ADJACENT TREADS AT THE INTERSECTIONS WITH THE INFORMATION SHOWN ON THESE DRAWINGS AND `� WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH SPECIFICATIONS COMPLIES WITH THE APPLICABLE z° NEW NEW (4 REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF GUARDRAIL AND BEAD BOARD SOFFIT. FLOOR CONSTRUCTION: OF NOT LESS THAN 6 INCHES 152 MM AT ANY POINT D.H. D.H. HANDRAIL TO CODE - PROVIDE(2} 1" DIA. SOFFIT FLOOR FINISH(SELECTED BY OWNER) WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY NEW YORK STATE. o - o VENTS @ 24"O.C. w/WIRE 3/4"TAG.PLYWOOD SUBFLOOR, FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH 00 00 MESH SCREENING FLOOR JOISTS REFER TO PLAN AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST 2ND FLOOR S_UBFLOO_R 2ND FLOOR SU_BFLOOR 2ND FLOOR S_UBFLOO_R 2ND FLOOR SUBFLOOR ( ) WINDER TREAD BY MORE THAN 1ST FLOOR PLATE 1ST FLOOR PLATE _ - WALL CONSTRUCTION: BLOCKING(NOT TO EXCEED 8 FT.) — _ _ _ - - - _ SIDING(SEE ELEVATIONS) 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT WINDOW& DOOR HGT. WINDOW& DOOR HGT. "TYVEK"WEATHER BARRIER THE WALKLINE SHALL BE ALLOWED)WITHIN THE SAME 1/2"CDX SHEATHING FLIGHT OF STAIRS AS RECTANGULAR TREADS AND SHALL `° 2x4 @ 16"O.C. NOT BE REQUIRED TO BE WITHIN 3/81 INCH(9.5 MM)OF THE �� NN f(j"K,�� r` p O VERTICAL CEDAR 3"(R-21)CLOSED-CELL SPRAY FOAM RECTANGULAR TREAD DEPTH. I-_ _ PARTITIONS. INSULATION 5l8"TYPE"X"GYP.BOARD FINISH � r ❑ i o R311.7.8 HANDRAIL NOTES: ( > 1 w w COORDINATE WITH 1/2 GYP. BD. INTERIOR n s U i` _ ►� -A HANDRAIL SHALL BE PROVIDED O N NOT LESS THAN ONE *. ; `,. .,al" SAUNA SPECS. ❑ ❑ AIR-SEALING NOTES: SIDE OF A FLIGHT OF STAIRS FOUR OR MORE RISERS LU w Cr � REFER TO SHEET F-003 -HANDRAIL SHALL BE NO LESS THAN 34"AND NO MORE >,yr o 04265�' EXISTING GRADE/ EXISTING GRADE/ FOR AIR-SEALING THAN 38"IN HEIGHT. �c �t STRATEGY&TYPICAL -HANDRAIL SHALL NOT PROJECT MORE THAN Ofi N�v� GARAGE SLAB GARAGE SLAB DETAILS 4 1/2"ON EITHER SIDE OF THE STAIRWAY. -HANDRAILS ADJACENT TO WALLS SMALL HAVE A SPACE 0 N (NORTH) = _ LEFT SIDE ELEVA1fION SOUTH EX.CONC.SLAB TO REMAIN NOT LESS THAN 1 112"BETWEEN WAILL AND HANDRAIL. REAR ELEVATIO GRADE 6 SCALE: 1/4" 1' 0" � SCALE: 1/4"= 1'-0" R312.1 GUARDS: NOTE: NOTE: EX. HAUNCHED FOOTING �/ -GUARDS SHALL BE PROVIDED FOR PORTIONS OF PROJECT NUMBER: -ALL EXTE RIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40, UNLESS NOTED OTHERWISE. -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET IMINIMUM DESIGN PRESSURE OF 40, UNLESS NOTED OTHERWISE, TO REMAIN(V.I.F.) OPEN-SIDED WALKING SURFACES,STAIRS,RAMPS,AND -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS LANDINGS THAT ARE LOCATED MORE THAN 30"ABOVE D K202412 PROTECTION AS DETAILED ON SHEET A-300. PROTECTION AS DETAILED ON SHEET A-300. ADJACENT SURFACES. -GUARDS SHALL BE NO LESS THAN 36"HIGH. TYP. WALL SECTION -GUARDS ON OPEN SIDES OF STAIRWAYS SHALL BE NO 9 LESS THAN 34"AND NO MORE THAN 38"IN HEIGHT. A-002 -GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW OF �'.'1J SCALE: 3/4"= V-0" PASSAGE OF A 4"SPHERE. RESIDENTIAL RESIDENTIAL REQU REMENTS FOR D STRUCTURAL OEN NG SCHEDIU ODE OF NEW YORK STATE) CO NT. TABLE R 602.3( l ) FASTENING NG SCHEDULE ODE OF NEW YORK STATE) TABLE R 6,02.3(3) (20201RESIDENTIALL CODE OOF NEW YORK K STA E)L WALL SHEATHING USED TO RESIST WIND PRESSURES (a),(b),(c) TABLE R 602.3( l ) FA T DESCRIPTION OF NUMBER AND TYPE SPACING AND ULTIMATE DESIGN WIND SPEED ITEM MINIMAL NAIL MINIMUM WOOD MINIMUM PANEL NAIL SPACING SPACING BUILDING ELEMENTS OF FASTENER LOCATION MAXIMUM WALL Vult(MPH) FE DESCRIPTION OF NUMBER AND TYPE7 STRUCTURAL NOMINAL PANELITEM AND STUD SPACING STRAP KINGWO D STR T RAL PANELS SUBFLOOR R F W H T FRAMIN ABUILDING ELEMENTS OF FASTENER O UC U 00 AND INTERIOR ALL SHEAT ING O G ® ( PENETRATION PANEL SPAN THICKNESS EDGES FIELD WIND EXPOSURE CATEGORY HEADERLOCATION PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANELe '� SIZE RATING INCHES (INCHES) STUDS TO HEADERWALL SHEATHING TO WALL FRAMING (INCHES) ( ) (INCHES O.C.) (INCHES O.C.) B C D TOP PLATE 6D COMMON RAL ROOF . . ° ° "SIMPSON"CS20 COILEDbd COMMON (2"x0.113') NAIL MA 1.5 24/0 24/0 16 6 12 140 115 1104-8dl BOX(2/2'xO.1 13") OR30 3/a"-Yz" (SUBFLOOR, WALL) 6 12 (2.0"x 0.113") STRAP OR APPROVED 1 8d COMMON (2Y2'xO.131") NAIL(ROOF) �, -�•r�i: 8D COMMON 16 6 12 170 140 135 EQUAL FROM STUD TO 1 BLOCKING BETWEEN CEILING JOISTS 3-8dl COMMON (2/2'xO.131");OR TOE NAIL Zoning ooar ��+` 11.75 24/16 24/16 EXTERIOR HEADER MIN.24"LONG EXTERIOR OR RAFTERS TO TOP PLATE 3-10,d BOX(3"xO.128");OR (2.5"x 0.131") 24 6 12 140 115 110 50 3-3"xO.131"NAILS 9 AT ALL HEADER VIEW P.O.BOX 11 31 /2'- 1" 8d COMMON NAIL (2Y2'x0.131") 6 12 FOR SI: 1 INCH=25.4 NAM, 1 MILE PER HOUR=0.447 M/S. VIEW LOCATIONS FASTEN AS YAPHANK,NY 11980 4-8dl BOX(2/2'x0.1 V2"x OR A. PANEL STRENGTH A�CIS PARALLEL OR PERPENDICULAR TO SUPPORTS.THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 16 INCHES ON TELEPHONE:(631)793-4608 3-8d1 COMMON (2Y2'x0.131");OR PER JOIST, lod COMMON (3"x0.148") NAIL;OR PER MANUF.SPECS. IF 2 CEILING JOISTS TO TOP PLATE 3-10d BOX (3"x0.128");OR TOE NAIL 32 1 YB - 1 Ya 8d (2%2'x0.131" DEFORMED NAIL 6 12 CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. - - - 2x STUDS SEE EMAIL: B.TABLE IS BASED ON VNIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL DAN.KISSINGER@DKARCHDESIGN.COM 3-3"xO.131"NAILS BRACING REQUIREMEMTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. °°`°°°°° PLANS FOR SIZE THIS DOCUMENT,AND THE IDEAS AND DESIGNS CEILING JOISTS NOT ATTACHED TO OTHER WALL SHEATHING A35Z FRAMING ANGLE A35Z FRAMING ANGLE INCORPORATED HEREIN,AS AN INSTRUMENT OF C.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 SPAN RATING. 4-10,d BOX (3"XO.128");OR PROFESSIONAL SERVICE IS THE PROPERTY OF PARALLEL RAFTER,LAPS OVER AT WINDOW OPENING AT WINDOW OPENING 3 PARTITIONS [SEE SECTIONS R802.3.1, 3-1 b,d COMMON (3Y2'x0.162");OR FACE NAIL 1 Y2'GALVANIZED ROOFING NAIL, PLYWOOD SIDING RATTED 16 O.C.OR 24 O.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING.WALL-16 AND PLYWOOD DK ARCHITECTURAL DESIGN,P C.FOR USE SOLELY 4-3 Xc0.131 NAILS Y2 STRUCTURAL CELLULOSIC SIDING 16"O.C.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER. (1)ONE SIDE OF STUD (1)ONE SIDE OF STUD WITH RESPECT TO THIS PROJECT THE ARCHITECT R802.3.2 AND TABLE R802.5.1(9)] 33 FIBERBOARD SHEATHING /6'HEAD DIAMETER,OR 1"CROWN 3 6 FASTEN W/(12)-8dxl FASTEN W/(12)-8dxl SHALL BE DEEMED AUTHOR OF THIS DOCUMENT STAPLE 16 GA. 1 Y4'LONG AND SHALL RETAIN ALL COMMON LAW,STATUTORY CEILING JOISTS ATTACHED TO 1/2"NAILS 1/2"NAILS AND OTHER RESERVED RIGHTS INCLUDING THE PARALLEL RAFTER (HEEL JOINT) COPYRIGHT THIS DOCUMENT SHALL NOT BE USED 4 TABLE R802.5.1(9) FACE NAIL 1 Y4'GALVANIZED ROOFING NAIL, SIMPSON"CS20 IN WHOLE OR IN PART,WITHOUT THE WRITTEN [SEE SECTIONS R802.3.1, F:802.3.2 2%a2'STRUCTURAL CELLULOSIC 7 MIN. 12"BEARING �° COILED STRAP AUTHORIZATION OF DK ARCHITECTURAL DESIGN,P.C. AND TABLE R802.5.1(9)] 34 /6'HEAD DIAMETER,OR 1"CROWN 3 6 Q < MIN. 12"BEARING FIBERBOARD SHEATHING 3 U 3 STAPLE 16 GA. 1 Y4'LONG o Z o Z ON WALL STUDS OR APPROVED ON WALL STUDS ALL RIGHTS RESERVED COLLAR TIE TO RAFTER, FACE NAIL 4-1 Old BOX (3"x0.128");OR FACE NAIL ¢a Q a EQUAL FROM 5 OR lY4"x20 GA. RIDGE STRAP TO 3-1 Old COMMON (3"xO.148");OR EACH RAFTER 1�"GALVANIZED ROOFING NAIL, m m RIM JOIST STUD TO UNDER ©2024 DK ARCHITECTURAL DESIGN,P.C. RIM JOIST RAFTER 4-3"xO.131"NAILS 35 Y2"GYPSUM SHEATHING STAPLE GALVANIZED, 1 Y2"LONG; 1 Y4" 7 7 THE MUD SILL 3-1 bd BOX NAILS (3Y2'x0.135");OR 2 TOE NAILS ON ONE SCREWS,TYPE W ORS MIN. 12"BEARING �10'MAX- ►� so'Max -► ,o'MAx-. SILL PLATE SILL PLATE 6 RAFTER OR ROOF TRUSS TO PLATE 3-1 Old COMMON NAILS (3"xO.148");OR SIDE AND 1 TOENAIL ON 3 ON STUDS CONSULTANTS : ° 4-1 Old BOX (3"xO.128");OR OPPOSITE SIDE OF EACH 1 /a GALVANIZED ROOFING NAIL, FASTEN AS PER 4-3"xO.131"NAILS RAFTER OR TRUSS 36 s/"GYPSUM SHEATHING STAPLE GALVANIZED, 1 5/8'LONG: 7 7 BWL 2 BWL 1 CONCRETE FOUNDATION MANUF.SPECS. CONCRETE FOUNDATION 1 %"SCREWS,TYPE W OR S a 4-16d (3Y2'xo.135");OR - - - - - - OPENINGS EXCEEDING 42" WIDE OPENINGS UP TO 42" WIDE 3-1 Old COMMON (3"xo.148");OR TOE NAIL BRACED WALL I m 4-1 Old BOX (3"xO.128");OR WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING / PANEL ROOF RAFTERS TO RIDGE,VALLEY TYP. STRAPPING DETAIL FOR ALL FRAMED OPENING ON EXTERIOR WALL 4-3"x0.131"NAILS I N 7 OR HIP RAFTERS OR ROOF RAFTER 6d DEFORMED (2"xO.120") NAIL;OR LL o TO MINIMUM 2"RIDGE BEAM 3-16•d BOX(3Y2'x0.135");OR 37 Y4'AND LESS I „ 6 12 0 1 SCALE'N T.S 2-16,d COMMON (3Y2'xO.162");OR 8d COMMON (2/2 xO.131") NAIL 3-101d BOX (3"xO.128");OR END NAIL 7 8d COMMON (2Y2'xO.131") NAIL;OR ?LU < 6" DIA. 3-3"x0.131"NAILS 38 /B 1 8d DEFORMED 12%2'xO.120" NAIL 6 12 I I I EL J 1 J � w� BRACED WALL WALL lOd COMMON (3"x0.148) NAIL;OR PANEL CONSTRUCTION TYPE DESIGNATION LU ILL! 39 1 X8"- 1 Ya" 8d DEFORMED (2%"x0.120") NAIL 6 12 ( I I X a STUD TO STUD lbd COMMON (3Y2'x0.162"} 24"O.C. FACE NAIL BRACED WALL < PANEL REFLECTIVE RED PANTONE 8 (NOT BRACED WALL PANELS) IOd IBOX(3"xO.128";OR n T --REFLECTIVE WHITE 16"O.C.FACE NAL 3"x0..131 NAILS (2020 RESIDENTIAL CODE OF NEW YORK STATE) � z_ STUD TO STUD AND ABUTTING STUDS 16d(BOX(3Y2'xO.135");OR 12"O.C.FACE NAIL TABLE R 602. O.S MINIMUM LENGTH OF BRACED WALL PANELS I -"F"- FLOOR FRAMING, INCLUDING 9 AT INTERSECTING WALL CORNERS (AT 3NO0.131 NAILS BRACED WALL CV MINIMUM LENGTH (INCHES) / PANEL ( m GIRDERS AND BEAMS BRACED WALL PANELS) l6d(COMMON (3Y2'x0.162") 16"O.C.FACE NAIL METHOD CONTRIBUTING _ _ CFRk y "R"- ROOF FRAMING (SEE TABLE R602.10.4) WALL HEIGHT LENGTH m "FR"- FLOOR AND ROOF FRAMING 16d(COMMON (3Y2'xO.162") 16"O.C.EACH (INCHES) 1/2" BUILT-UP HEADER 8 FT 9 FT 10 FT 11 FT 12 FT I EDGE FACE NAIL }� 20'MAX � zo'MAx --� 1/2" STROKE toll (2"TO 2"HEADER WITHY2'SPACER) 12"O.C.EACH III lbd(BOX(3Y2'x0.135") FACE NAIL DWB,WSP,SFB, PBS, PCP, HPS, BV-WSP 48 48 48 53 58 ACTUAL NOTE:CONTINUOUS TRUSS IDENTIFICATION SIGN IN COMPLIANCE WITH 19 NYCRR 1265 5-8Q9 BOX (2Y2'xo.l 13");OR J 3 J 3 J SHEATHING METHODS O 11 CONTINUOUS HEADER TO STUD 4-8di COMMON (2y2'xo.131");OR TOE NAIL DOUBLE SIDED=ACTUAL Z o Z o Z REQUIRE ALL FRAMED 4-1 Old BOX (3"x0.128") Q W Q W a APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD IN GB 48 48 48 53 58 v a v a v a PORTIONS OF THE SINGLE SIDED=0.5xACTUAL ACCORDANCE WITH TITLE 19 NYCRR PART 1265 AFFIXED ON W m BRACED WALL LINE TO BE OR ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO W 16d(COMMON (3Y2'x0.162") 16"O.C. FACE NAIL M / SHEATHED 12 TOP PLATE TO TOP PLATE LIB 55 62 69 NP NP ACTUAL THE EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION. O �1 lOd IBOx(3"x0.128";OR 12"O.C.FACE NAIL LOCATION OF BRACED WALL PANELS n TRUSS / ENG. LUMBER IDENTIFICATION V•QC 3"x0..131 NAILS o SDC A, B AND C,ULTIMATE DESIGN J FIcuRERsoz mzz SCALE NTS � SCALE IN �/ DOUBLE TOP PLATE SPLICE FOR SDCs 8-16,d COMMON (3Y2'x0.162");OR WIND SPEED< 140 MPH 28 32 34 38 42 Z �..e� A-D2 WITH SEISMIC BRACED WALL LINE 12-1(6d BOX (3Y2'x0.135");OR FACE NAIL ON EACH ABW 48 FIGURE R602.10.7 O 12-1(Od BOX (3NO.128");OR SDC Do, DI AND D2, ULTIMATE DESIGN 32 32 34 NP NP END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING SPACING<25' 12-3"'x0.131"NAILS SIDE OF END JOINT r� 13 (MINIMUM 24"LAP WIND SPEED< 140 MPH �+ DOUBLE TOP PLATE SPLICE SDCs DO, SPLICE LENGTH EACH CONTINUOUSLY SHEATHED Q DI OR D2;AND BRACED WALL LINE 12-1 cbd (3Y2'x0.135") SIDE OF END JOINT) I REQUIREMENTS SPACING>25' SUPPORTING ROOF ONLY 16 16 16 18 20 48 CONTINU(OUSLY SHEATHED CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED I CONTINUOUSLY SHEATHED RACED WALL LINE Q W BRACED WALL LINE r BRACED WALL LINE BRACED WALL LINE r BRACED WALL LINE Return panel: with for braced wall lines sheathed T PFH with wood structural panels BOTTOM PLATE TO JOIST, RIM JOIST, 16d(COMMON (3Y2'xO.162") 16"O.C. FACE NAIL / Lj/ 32"for braced wall lines sheathed •• 14 BAND JOIST OR BLOCKING (NOT SUPPORTING ONE STOR Y'AND ROOF 1 24 27 Z7 48 BRACED WALL PANELS l6d IBOX(3Y2'x0.135");OR with structural fiberboard Q T J 12"O.C. FACE NAIL V J 3"x0..131 NAILS PFG 24 27 30 33 36 1.5xACTUAL Distance D: 24"for braced wall lines sheathed ^ r BOTTOM PLATE TO JOIST, RIM JOIST, 3-16od BOX(3%"x0.135");OR 3 EACH 16"O.C.FACE NAIL / with wood structural panels `j � �- 15 BAND JOIST OR BLOCKING (AT 2-16od COMMON (3Y2'xo.162");OR 2 EACH 16"O.C.FACE NAIL / 32"for braced wall lines sheathed BRACED WALL PANEL) 4-3"x(0.131"NAILS 4 EACH 16"O.C.FACE NAIL with structural fiberboard CS-G 24 27 30 33 36 ACTUAL RETURN RETURN II W 4-8di BOX (3%"x0.113");OR PANEL HOLD PANEL / / Hold-down 800 Ibs capacity fastened to the m D' HOLD DOWN ® < �_ 3-16,d BOX 3Y2'x0.135" ;OR BRAC D W�.LL PANEL AT DOWN BRACED WALL PANEL AT 48"MINIMUM BRACED WALL FIRST BRACED FIRST BRACED ( ) END O)F BRACED WALL LINE DEVICE END OF BRACED WALL LINE PANEL AT END OF BRACED 10'MAX I DEVICE device: edge of the braced wall panel TOE NAIL WALL PANEL WALL PANEL Q 4-8d1 COMMON (2y2'x0.131");OR SDC A, B,AND C 16 18 20 22 24 1.5xACTUAL WALL LINE *SEE REQUIREMENTS closest to the corner and to the 4-10,d BOX (3"x0.128");OR foundation or floor framing below 4-3"x0.131"NAILS CS-PF END CONDITION 1 END CONDITION 2 END CONDITION 3 END CONDITION 4 END CONDITION 5 g 16 TOP OR BOTTOM PLATE TO STUD SDC DO, Dl AND D2 16 18 20 22 24 ACTUAL For SI: 1 inch=25.4 rr,lm, 1 foot=304.8 mm, 1 pound=4.45 N. ICE N Q 3-lbad BOX(3/2x0.135");OR 2-16ad COMMON (3Y2'xO.162");OR END NAIL -- FIGURE R602.10.6.4 W 0 m 3-1 Odd BOX (3"xO.128");OR ADJACENT CLEAR OPENING BRACED WALL NOTES:: METHOD CS-PF - CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION Z Z 3-3xc0.131"NAILS HEIGHT(INCHES) 1. BRACED WALL LINT��AS �. 3-10(d BOX (3"xO.128");OR INDICATED ON BRACED WALL WALL CONSTRUCTION a: �- O TOP PLATES, LAPS AT CORNERS FULL-HEIGHT BLOCKING 17 2-1 b,d COMMON (3%"x0.162");OR FACE NAIL <64 24 27 30 33 36 PLANS SHALL BE EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) ► AND INTERSECTIONS - CONTINUOUS ALONG LENGTH 3-3"xO.131"NAILS CONSTRUCTED IN CONTINUOUS RIM OF BRACED WALL PANEL EXTENT OF HEADER WITH SINGLE PORTAL FRAME O . (V�1/ O 3-8d1 BOX (2%2"'x0.113");OR ACCORDANCE WITH R602.10 OR BAND JOIST CO (ONE BRACED WALL PANEL) -- /1/ �/ 68 26 27 30 33 36 OF THE 2020 RESIDENTIAL r-18'FINISHED WIDTH OF OPENING `jam /`'� '^ 2-8d1 COMMON (2Y2'XO.131");OR FOR SINGLE OR DOUBLE PORTAL W �J) 18 1"BRACE TO EACH STUD AND PLATE 2-1 O,d BOX (3"X0.128");OR FACE NAIL CODE OF NEW YORK STATE. PERPENDICULAR FRAMING TENSION STRAP PER TABLE R602.10 6 4(ON 2 STAPLES 1 Y4' 72 27 27 30 33 36 2. THE MAXIMUM SPACING 4. HEIGHT ALL SHEAAT SHEATHING) PPOSITE DE OF 3-8dl BOX(2Y2"'x0.113");OR 8d @ 16"O.0 ALONG BETWEEN BRACED WALL 2-8dI COMMON (2Y2'XO.131");OR Sd @ 16"O.0 ALONG BRACED WALL PANEL _ FASTEN KING 19 1"X6"SHEATHING TO EACH BEARING FACE NAIL LINES SHALL BE 60 FT. BRACED WALL PANEL °° ° ° MIN 3"X11 1"NET HEADER STEEL HEADER PROHIBITED IF °° ° STUD TO ISSUE DATE: 2-10(d BOX (3NO.128");OR o BRACED WALL LINE ° °° HEADER WITH 6 2 STAPLES, 1"CROWN, 16 GA. 1 4"LONG 76 30 29 30 33 36 = ° o "SPACER IS USED,PLACE ON BACK-SIDE OF HEADER CONTINUOUSLY a 6,6 SHEATHED WITH o a o 16D SINKERS 3. BRACED WALLS PANELS c� ISSUED FOR PERMIT-6/23/2024 FASTEN SHEATHING TO HEADER WITH BD WOOD STRUCTURAL 3 8d1 BOX( 2"'xo.t 13");OR ARE FULL-HEIGHT SECTIONS BRACED WALL PANEL = COMMON OR GALVANIZED BOX NAILS IN 3"GRID PANELS FASTEN TOP ISSUED FOR PERMIT-1/7/2025 3 8dl COMMON (2%2'x0.131");OR OF WALL. BRACED WALL PATTERN AS SHOWN PLATE TO 80 32 30 30 33 36 BRACED WALL PANEL 4 HEADER WITH AMENDED DRAWINGS-8/12/2025 3-1 O,d BOX (3"x0.128'):OR PANELS SHALL BE � IF NEEDED PANEL TWO ROWS OF 3 STAPLES, 1"CROWN, 16 GA. IY4'LONG II 2 HEADER TO JACK-STUD STRAP PER TABLE SPLICE EDGES SHALL " 16D SINKER ISSUED FOR B.D. REVIEW-1/24/2026 1"x8"AND WIDER SHEATHING CONSTRUCTED AND PLACED Q C0 R602.10.6 4 ON BOTH SIDES OF OPENING OCCUR OVER AND BE ° NAIL'S AT 3"O C 20 WIDER THAN 1 N8" FACE NAIL ACCORDING TO BRACED 3-16d @ 16"O.0 ALONG 3-16d @ 16"O C ALONG w TYP POOL REVISION-5/5/2026 TO EACH BEARING 84 35 32 32 33 36 BRACED WALL PANEL BRACED WALL PANEL = OPPOSITE SIDE OF SHEATHING NAILED TO COMMON 4-8d1 BOX 2Y2"'xO.113" OR WALL PLANS AND BRAKING BLOCKING WITHIN THE ( J• X MIDDLE 24"OF THE 3-8d1 COMMON (2Y2'X0.131");OR METHODS SPECIFIED PORTAL-LEG HEIGHT. MIN. 7l16"WOOD 3-1 O,d BOX 3NO.128" :OR v o MIN DOUBLE 2x4 FRAMING COVERED WITH MIN ONE ROW OF 3"O C STRUCTURAL ( } 7/16"THICK WOOD STRUCTURAL PANEL NAILING IS REQUIRED PANEL 4 STAPLES, 1"CROWN, 16 GA. l Y"LONG $$ 35 32 32 33 36 4. BRACED WALL PANELS r SHEATHING WITH BD COMMON OR GALVANIZED IN EACH PANEL EDGE SHEATHING BOX NAILS AT 3"O.C.IN ALL FRAMING(STUDS, SHALL NOT BEGIN MORE BLOCKING,AND SILLS)TYP. TYPICAL PORTAL THAN 10'-0" FROM THE ENDS PERPENDICULAR FRAMING FLOOR FRAME CONSTRUCTION 92 43 37 35 35 36 MIN LENGTH OF PANEL PER TABLE R602 10.5 4-8dl BOX(2%2"'xO.113");OR OF THE BRACED WALL.LINE. _ MIN DOUBLE 2x4 POST THERE SHALL NOT BE(MORE CONTINUOUS RIM FULL-HEIGHT BLOCKING MIN.(2)1/2"DIAMETER ANCHOR BOLT (KING AND JACK STUD). 3-8dl COMMON (2/'W.131");OR OR BAND JOIST CONTINUOUS ALONG LENGTH INSTALLED PER SECTION R403 1.6 WITH NUMBER OF JACK 21 JOIST TO SILL,TOP PLATE OR GIRDER TOE NAIL THAN 20'-0" BETWEEN TWO a OF BRACED WALL PANEL 2"x2"x3/16 PLATE WASHER STUDS TABLES 3-10,d BOX (3"x0.128");OR a 3-3"xO.131 NAILS 96 48 41 38 36 36 BRACED WALL PANELS ON ° • ' ° ° R602 7(1)&(2) THE SAME BRACED WALL ° 8d BOX (2/2'xO.1 13") 4"O.C.TOE NAIL RIM JOIST, BAND JOIST OR BLOCKING LINE. r:t - 22 TO SILL OR TOP PLATE(ROOF 8d COMMON (2%2"x0.1311;OR 100 - 44 40 38 38 ---'----- --- -- ;-----=-•----;-.------ �:.-, _ __;__; ___ =L - -- --�--- - --- --f-� - ----- " • PROFESSIONAL STATEMENT: 1 Od(BOX(3 x0.128),OR 6"O.C.TOE NAIL FOr SI: 1 Inch=25.4 mm. -<J`-`----`-""-`--'��'"-'�- - - -� ° - - - ANCHOR BOLT PER APPLICATIONS ALSO) CS-WSP, 5 .ALL EXTERIOR WALLS FIGURE R602.10.8(1) SECTION R403 1 6 TO THE BEST OF MY KNOWLEDGE AND BELIEF THE 3-8dI O NAILS CS-SFB ACTUAL SHALL BE CONSTRUCTED IN BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO OVER CONCRETE MASONRY BLOCK FOUNDATION INFORMATION SHOWN ON THESE DRAWINGS AND 3-8d1 BOX (2Y2"'x0.1 13");OR ACCORDANCE WITH THE REQUISPECIFREMENTS F THE2000MPLIES WITH THE APPLICABLE 104 - 49 43 40 39 FLOOR/CEILING FRAMING REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF 23 1N6"SUBFLOOR OR LESS 2-8d1 COMMON (V2'x0.131");OR FACE NAIL CONTINUOUS SHEATHED FRONT ELEVATION SEC TIO NEW YORK STATE. TO EACH JOIST 3-1 Old BOX(3NO.128");OR STRUCTURAL WOOD PANEL CONTINUOUS RIM OR ADDITIONAL FRAMING FULL-HEIGHT MEMBER DIRECTLY BLOCKING @ 16"O C. I I I I I 2STAPLE, 1"CROWN, 16GA. IY4'LONG METHOD UNLESS END JOIST ABOVE BRACED WALL ALONG BRACED I WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO I I I I 108 - 54 46 43 41 WALL PANEL SHEATHING TO TOP OF JOIST PER TABLE I I BAND OR RIM JOIST R602 31 I I I I (21 FRAMING ANCHORS 3-16(d BOX 3Y2NO.135" ;OR OTHERWISE NOTED.THE O I I I I PLIED ACROSS NAILSOLEPLATETO 24 2"SUBFLOOR TO JOIST OR GIRDER ( ) BLIND AND FACE NAIL PLYWOOD SHEATHING SHALL / I I I SHEATHING JOINT JOIST R6023(ERTABLE WITH CAPACITY OF 670 R602 3(1) 2-16(d COMMON (3Yz"xo.162") BE STRUCTURAL GRADE AND '' I I I LESINTHE 112 - - 50 45 43 � I�_ LI_ HORIZONTAL AND NOT LESS THAN 1/2"INI VERTI CAL DIRECTIONS 2"PLANKS PLANK& 3-16(d BOX 3Y2'xO.135" ; OR AT EACH BEARING, 25 ( ( ) THICKNESS. ad @ 16"O C.ALONG TOE NAIL 3-8d NAILS BEAM, FLOOR & ROOF) 2-l6cd COMMON (3Y2'xO.162") FACE NAIL BRACED WALL PANEL AT EACH BLOCKING 116 - - 55 48 45 6. BRACED WALL PANE:LS 8d @ 16"O.C.ALONG MEMBER 1��E D At?C,yi 3-l6cd COMMON (3Y2'x0.162");OR BRACED WALL PANEL cy pN Kt r� SHALL BE NAILED OR WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST 4-10 BOX(Yl128");OR 26 BAND OR RIM JOIST TO JOIST END NAIL SCREWED IN ACCORDANCE APPROVED BAND OR U .� 4-3"x,0.131"NAILS:OR 120 - - 60 52 48 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION RIM JOIST p 7 WITHIN TABLE R602.3(1)OF � � '� •, 4-3"x,14 GA.STAPLES, /6'CROWN THE 2020 RCNYS. (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) * 0 NAILS EACH LAYER AS I 1 I I 20d(COMMON (4NO.192");OR FOLLOWS:32"O.C.AT TOP, 124 - - - 56 51 7. BRACED WALL PANELS ARE 3-16d @ 16"O C.ALONG 3-16d @ 16"O.C.ALONG WOOD STRUCTURAL NAIL SOLE PLATE TO 3LO I EACH I I BOTTOM AND STAGGERED NOTED BY THE FOLLOVVING: BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER JOIST SHEATHING JOIST PER TABLE I I ATTACH SHEATHING O yJ6 Q JTOP OTS OF BAND OR RIM R602.3(1) I I TO BAND OR RIM JOIST NAIL SOLE PLATE TO '9j 0426 y0 24"O.C.FACE NAIL AT TOP a. CS-WSP=CONTINUOUS I I 1MTHBDCOMMON JOIST PER TABLE FOF N � 10d BOX (3NO.192");OR AND BOTTOM STAGGERED 128 - - - 61 54 SHEATHED WOOD o'a I AND BOTTOM BUILT-UP GIRDERS AND BEAMS, 3"x0.131"NAILS 2-16d NAILS NAILS AT3"OGTOP �" R6023(1) 27 2 INCH LUMBER LAYERS ON OPPOSITE SIDES STRUCTURAL PANEL ) �- I�_ LI_ EACH SIDE b. CS-PF=CONTINUOUSLY / AND: 132 - - 66 58 SHEATHED PORTAL PANEL ADDITIONAL FRAMING FULL-HEIGHT / 2-20d COMMON 4NO.192" :OR FACE NAIL AT ENDS AND AT c. GB=GYPSUM BOARD CONTINUOUS RIM MEMBER DIRECTLY BLOCKING @ D O.C. ( ) OR END JOIST BELOW BRACED WALL ALONG BRACED 3-1 Od BOX (3"Xo.128");OR EACH SPLICE e PANEL WALL PANEL FRONT ELEVATION WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST 3-3"x:0.131"NAILS - - - - 62 8.THE ENDS OF THE BRACED FIGURE R602.10.8(2) SECTION APPROVED BAND OR PROJECT NUMBER: WALL LINES SHALL BE • BRACED WALL PANEL CONNECTION WHEN PARALLEL OVER RAISED WOOD FLOOR-OVERLAP OPTION RIM JOIST 4-16 BOX(3Y2'xO.135"):OR CONSTRUCTED USING ONE TO FLOOR/CEILING FRAMING DK202412 LEDGER STRIP SUPPORTING 3-16d COMMON (3Y2'x0.162");OR AT EACH JOIST OR 140 - - - - 66 OF THE METHODS SHOWN For SI: 1 Inch=25.4 mm. (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) For SI: 1 inch=25.4 mm, 1 1 foot=304.8 mm. 28 JOISTS OR RAFTERS 4-1 Od BOX (3NO.128");OR RAFTER, FACE NAIL BELOW. 4-3"x(o.131"NAILS 4 BRACED WALL PANEL CONNECTION NT.S ; FCONTINUOUSLY SHEATHED PORTAL FRAME 29 BRIDGING TO JOIST 2-1 Old (3NO.128") EACH END,TOE NAIL 144 - - - - 72 SCALE SALE NTS F-001 OF 5 I� SIDING/CLADDING MIN. 2"ABOVE ROOF SURFACE Received � / AND COVERING USE A MINIMUM OF FLAT ROOF NOTE: FLASHING AT LEAST 2" -TWO 8d NAILS THIS PROVIDE H2A SIMPSON MAY 13 2026 BEAM &STRAP ARCHITECTURAL EXTEND LEAK BARRIER AT SIDE OF TRUSS. ° STRONG-TIE ON INSIDE / 8oNAIL R ° /^ m ° OF STUD FASTENED TO LEAST 5"UP WALL. d S oning Board of Appeal INTO TRUSS FLAT ROOF JOISTS ° ° DESIGN / (2) NAILS PER STEP o ° FLASHING oe o m® IN ° ° ° ° ° a P.O.BOX 250 ASPHALTIC PLASTIC J;EDGE ISTANCE ° ° YAPHANeTELEPHONEK,NY 11980 3-4608 CEMENT INDIVIDUAL BASE °°° °°° Simpson EMAIL: BdCOMMONSTO imp HRC22DAN.KISSINGER@DKARCHDESIGN.COM FLASHING SQUARES o �PLATES FILL ONE OFStrong-TieTHIS DOCUMENT,AND THE IDEAS AND DESIGNS WOVEN INTO SHINGLES: THREE HOLES TO H10A INCORPORATED HEREIN,AS AN INSTRUMENT OF PLACE METAL STEP ° BOTTOM FLANGE LSU RIDGE PROFESSIONAL SERVICE IS THE PROPERTY OF o o Simpson DK ARCHITECTURAL DESIGN,P C.FOR USE SOLELY FLASHING JUST UP-SLOPE NAILS d 8d NAILS WITH RESPECT TO THIS PROJECT.THE ARCHITECT FROM EXPOSED EDGE OF INTO ° INTO CORNER Strong-Tie HCP SHALL BE DEEMED AUTHOR OF THIS DOCUMENT PLATES °®° STUD ® AND SHALL RETAIN ALL COMMON LAW,STATUTORY SIMPSON STRONG-TIE ITEM: H2A Simpson Strong-Tie SIMPSON STRONG-TIE® ITEM: CS20 SIMPSON STRONG-TIE® ITEM: LSU & CS20 AND OTHER RESERVED RIGHTS INCLUDING THE SHINGLE AND EXTEND 5" TYPICAL RAFTER COPYRIGHT.THIS DOCUMENT SHALL NOT BE USED OVER UNDERLYING I SHINGLE AND 5" UP WALL TYP. RAFTER TO STUD ALTERNATE RAFTER TO CONNECTION WHEN RAFTER RAFTER TO RIDGE TYP. HIP RIDGE & CORNER IN WHOLEAUTHORIZATION RT,WITITECTRALDE DESIGN, -STEP FLASHING PIECES AUTHORIZATION OF DK ARCHITECTURAL DESIGN,P.C. OVERLAP EACH OTHER 2" CONNECTION STUD CONNECTION 3 AND STUD SPACING DIFFER 4 RAFTER TO RIDGE CONNECTION BEAM CONNECTION � CONNECTIONS ALL RIGHTS RESERVED �1 ©2024 DK ARCHITECTURAL DESIGN,P.C. APRON W/ HEMMED 1 SCALE: N.T.S. 2 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. " SCALE: N.T.S. EDGE 20 SIDE WALL FLASHING DETAIL SCALE: N.T.S. CONSULTANTS a ° EXTEND / ✓ 0 0 NON-CORRODING METAL COUNTER FLASHING OVER ACZ BASE FLASHING CS20 / t — (2) NAILS PER STEP SIMPSON STRONG-TIE® ITEM: ACZ FLASHING POST & BEAM CONNECTION ASPHALTIC PLASTIC SCALE: N.T.S. CEMENT { s / INDIVIDUAL BASE SIMPSON STRONG-TIE® ITEM: CS20 SIMPSON STRONG-TIE® ITEM: LUS SIMPSON STRONG-TIED ITEM: JB/ BA SIMPSON STRONG-TIE® ITEM: HB SIMPSON STRONG-TIE® ITEM: GLTV/ HGLTV FLASHING SQUARES �/ ► TO FLOOR CONNECTION FACE MOUNT HANGER TOP FLANIGE HANGER TOP FLANGE HANGER TOP FLANGE HANGER WOVEN INTO SHINGLES: FLOOR PLACE METAL STEP � $ ^ \ / FLASHING JUST UP-SLOPE `J SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1 SCALE: N.T.S. I I SCALE: N.T.S. ° FROM EXPOSED EDGE OF @ SOLID SAWN LUMBER CONNECTIONS @ SOLID SAWN LUIMBER CONNECTIONS @STRUCTURAL COMPOSITE LUMBER CONNECTIONS @STRUCTURAL COMPOSITE LUMBER CONNECTIONS ° \� SHINGLE AND EXTEND 5" 2X STUDS, SEE PLANS 2X PLATE, MIN. U. OVER UNDERLYING SEE PLANS SIDE COVER o �� uu \ / SHINGLE AND 5" UP WALL Z HDU5-SDS2.5 W PRESSURE W ,( -STEP FLASHING PIECES SUB-FLOOR, PLATE,TREATED ° �ii I OVERLAP EACH OTHER 2" 3"x3"x1/4' PATE'SEE PLANS ° CD SEE PLANS PLATE a° °°�°'°° O ° ° RIM JOIST, SEE PLANS NAILED WASHER PORTION I ° SIMPSON STRONG-TIE® ITEM: AB o° G APRON W/ HEMMED PORTION JSOR APPROVED EQUAL E6"O.C. i i °° O EDGE 13 POST & BASE CONNECTION FASTEN W/12-8d 2"NAILS I I _ "SIMPSON"CS20 STRAPS OR _ Z I I SCALE: N.T.S. I I H3Z STRAPS AT EVERY STUD 2)A352 FRAMING ANGLE AT EVERY THIRD qp OW CHIMNEY WALL FLASHING DETAIL APPROVED EQUAL AT EVERY STUD, I I 1)ONE SIDE EXTERIOR STUDFATWIN /(12H8LS ENTIRE EXTERIOR TI 21 FASTEN AS PER TABLE 3.48 1; PERT METER AILS BUILDING PERIMETER OF BUILDING(D ONE SIDE OF I 17'MAX. CLEAR SPAN (1)ONESIDEOFSTUD-FASTEN STUD FASTENW/(12)-Btlx11/2"NAILS PRESSURE TREATED SILL SCALE: N.T.S. a _ \ I\`— ANDWIT(4)8d AILS INTO STUD I p3P P� LSFOp IONS j PATE,SEE PLANS Q W AND(4)6tl NAILS INTO PLATEOS�CpNNEC H3 AND A35 CONNECTORS ARE TO BE GALVANIZED to P Zo I = AS PER R403.1.6,5/8"DIA.ANCHOR BOLTS, 23"O.C. ° \\ J I I WHERE THEY ARE IN CONTACT WITH ACO TREATED REp1CPL5S°� 30"MIN. / I e LUMBER STAINLESS STE=L NAILS MUST ALSO BE USED. 5" UNLESS NOTED OTHERWISE MIN.7"EMBEDMENT a ;' �� (1)#4 REBAR IN SHEAR \g4 EOS\ON I FOUNDATION WALL,SEE PLANS Q (MI AND MIN.5"PROJECTION BOLTS SHALL BE LOCATED d° o REBAR J - CONE- 12"MIN. REBAR o�`o°" I NOTE:MIN TWO(2)BOLTS PER SILL LENGTH ® °jpCpp�� WITH ONE BOLT LOCATED NOT MORE I �( IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE LENGTH SIMPSON STRONG-TIE ITEM: LBPSi F�a 5 i I BOLT DIAMETERS FROM EACH ACHEEND •:'' • , "O v0 ITHEN 12"ORLESS COPPER TERMITE SHIELD EXTEND CRICKET - WASHERNUT THREADED ROD EMBEDDED I I aeQaP I I oFPLATEsecTIDN TIES OR "BSPSTDDPLATE O W FLANGE MIN. 18" MIN. OR APPROVED EQUAL MPSON" INTO CONCRETE CORNER 1 5/8" "DIA. @OLTSO&C3'"x3"xl/4"PLATE WASHER: i i fi I i I ASPERR4 PPROVED EQUAL UP ROOF DECK STUD, 031 8518"CIA ANCHOR (2) PRESSURE TREATED SILL PLATE SEE PLANS 3" I I BOLTS.ASEMI UNLESBNDTED AS PERR40318 co MIN I OTHERWISE MIN T'EMBEDMENT THDB62600HTITENHDSANCHOIRBOLTS �/ 2 STORY @ 36"O.C. AND MIN 3OCATE TION WITHIN 12' SHALL RELOCATED WITHIN ORE S OF EACH Z COPPER TERMITE SHIELD SEADHALL BE LOCATED WITHIN I2"OF END OF MIDDLE PLATE I CORNERS ANDTH 3 STORY @ 23"O.C. CORN RDOFTHE PLATE THE MIDDLE THIRD OF AS PER MANF SIMPSON STRONG-TIE® ITEM: HDU SIMPSON STRONG-TIE® ITEM:STHD 14RJ CTHIRD ORN OF THE WIDTH THE MIDDLE THEP ATE INSTALLED AS PER MANUF FOUNDATION WALL, SEE PLANS WITHIN 12"FROM END PLATE MINLBP 3'X"WABOR APPROVEDHEE°USIMPSONE PLAID SPECS AL MIN. 12" @ EA. OUTSIDE EXTERIOR WALL CORNER @ EA. OUTSIDE EXTERIOR WALL CORNER MIN. (2)PER PLATE PRESSURE TREATED SILL PLATE,SEE PLANS ALTERNATE ANCHOR BOLT DETAIL O C� 0 CRICKET RIDGE COPPER TERMITE SHIELD EXTEND CRICKET :;y DOUBLE SILL PLATE ALTERNATE CORNER SILL PLATE TO FOUNDATION WALL TYPICAL SILL CONNECTIONS AT C.) MIN. 6"UP BACK - HOLD DJ'�'>,' � FOUNDATION SILL PLATE TO FNDT. SLAB GARAGE WALL LOCATIONS W C� m OF CHIMNEY 14 TO FLOOR TO STUD 15 CORNER HOLD DOWN n � o � --�- 19 SCALE: N.T.S. SCALE: N.T.S. c 7� _ SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. L Fc:) D SEAL SHINGLES TO FASTENER NOTE: o 0) METAL FLANGE W/ 1.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON STRONG-TIE WOOD CONSTRUCTIOIN CATALOG - LATEST EDITION. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. U O ASPHALTIC PLASTIC �� CEMENT CHIMNEY CRICKET DETAIIL NOTE: R905.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR ASTM D 4869 TYPE I & II. NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN @C SCALE: N.T.S. R905.1.2 ICE BARRIER. AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO "SIMPSON"CS20 COILED STRAPS ISSUE DATE: EXTEND END OF SHINGLE MIN. EDGES OF ALL ROOF TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. TYPICAL RESIST CORROSION FROM PRESSURE TREATED LUMBER. OR APPROVED EQUAL AT EVERY ISSUED FOR PERMIT-6/23/2024 6F1 i RAFTER, MAX. SPACING 16"O.C. ISSUED FOR PERMIT-1/7/2025 12" BEYOND VALLEY CENTER LINE & FASTEN TOP CORNER TOIP PLATE ALL ARCHITECTURAL AND THREE AMENDED DRAWINGS-8 12 20 5 STAGGER FASTENERS TAB ROOF SHINGLES TO RECEIVE ISSUED FOR B.D. REVIEW-1/24/2026 MIN. 6"HORIZONTAL LAPS — BOLTING BOLT SPACING IN 2 ROWS POOL REVISION-5/5/2026 (6) FASTENERS PER SHINGLE OR UNDERLAYMENT PATTERN SIZE(d) (s) 2"MIN. —5.5"MIN. FOR 2 x 8* AS PER MANUF. SPECS. MIN. 6"OVER ZO HEADER 6.5"MIN, FOR 2 x 10 SEE LEAK BARRIER. A 1/2" 12" SEE PLANS ( ) 5"MAX. 7.5"MIN. FOR 2 x 12 1 "SIMPSON" H7Z HURRICANE TIE DETA VED CENTER FULL WIDTH B 3/8" 12" ® 1 EACH I RAFTOER ATP 600 C. MAX. AL AT ROLL OF LEAK BARRIER 3/4"MIN. ICE C 5/8" 12" BARRIE (2)8d NAILS THIS SIDE OF RAFTERS - DO NOT PLACE "SIIMPSON" LTP4 CONNECTORS LEDGER LAG SCREW OR BOLT SPACING 'DISTANCE SHALL BE PERMITTED TO BE (TOTAL OF FOUR 8d NAILS INTO RAFTER) D 3/4" 12" BOARD AS PER TABLE R507.2 REDUCED TO 4.5"IF LAG SCREWS ARE 24" MIN. (2)8d NAILS INTO PLATES FASTENERS WITHIN 6" 2"MIN. USED OR BOLT SPACING IS REDUCED TO (NTS) g gd NAILS INTO STUDS OF CENTER LINE THAT OF LAG SCREWS TO ATTACH 2 X 8 ) EXTEND STARTER STRIP (t' OF BOLT MIIN.(2)2x4'S DOUG FIR#2 LEDGERS TO 2 X 8 BAND JOISTS ACROSS VALLEY (S) (S) (S) (S) le (S) (S) OR BETTER PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS MIN 12" BEARING PROFESSIONAL STATEMENT: MIN.]2" & WEAVE W/ 4(d) TO THE BEST OF MY KNOWLEDGE AND BELIEF THE OPPOSITE SIDE STARTER 4(d) MIIN.7/16"SHEATHING "SIMPSON"CS20 COILED INFORMATION SHOWN ON THESE DRAWINGS AND STRIP SHINGLE SPECIFICATIONS COMPLIES WITH THE APPLICABLE CUT OVERLYING SHINGLES 2"AWAY FROM STRAP OR APPROVED EQUAL AT REQUIREMENTS o1-THE 202oRESIDENnAL CODE OF NOTE: SIDING I NEW YORK STATE. REFER TO "SIMPSON" EVERY STUD(MAX. 16"O.C.) VALLEY CENTER LINE- CLIP SHINGLE CORNERS "SIIMPSON"CS16 STRAPS SHEATHING FASTEN AS PER TABLE 3.413 w/MIN. 45° &SEAL VALLEY SHINGLES TO EACH OTHER - - - - FROM SILL TO TOP PLATE MANUFACTURER'S 45 ASPHALTIC PLASTIC CEMENT BEAM ELEVATION 4 dO SPECIFICATIONS FOR FLASHING FOR WATERTIGHTNESS 12"BEARING ON STUD SURFACE ALTERNATIVE APPLICATIONS DECKING MIN. 12" BEARING 23 CLOSED CUT VALLEY DETAIL P "SIMPSON"FACE MOUNT HANGER SCALE: N.T.S. I I OR APPROVED EQUAL TO MEET A FLITCH PLATE BOLTING PATTERNS I HOLDOWN CONNECTORS MINIMUM UPLIFT OF 600 psi WOOD JL �veD ARCM cJ IN:SIDE THE WALL SEE BEARING CAPACITY-NAILING �� ONN SCALE: N.T.S. i DETAIL 12 FOR MORE INFO. PATTERN AS PER MODEL NUMBER TYPICAL WALL FRAMING DETAIL `w� - REFER TO MANUFACTURER 29 SCALE: N.T.S. ` BEARING WALL (1 N 0 2x LEDGER WITH FASTENERS IN L• ° ACCORDANCE WITH TABLE R507.2 d FINISHED FLOOR TO BE LL MAX — (2)"SIMPSON"F,H6,F >y o. 0426*a6 4 SELECTED w/3/4" SUBFLOOR DTT1Z MIN 750 LB.CAPACITY AT 4 LOCATIONS, CONNECTORS y. ,� )'•I•'•'•'•'•'•''•''' ''•' �) MIIN. 3500 PSI CONCRETE WALL FLOOR JOISTS EVENLY DISTRIBUTED ALONG DECK AND ONE STUD SPACING 16" O.C. �FOF NE��O :•::•�•;(:•:•:•:•:•:•:•:•:•:•;::•:•:•::•:;;;I j::;:;; WITHIN 24"OF EACH END OF THE LEDGER. MAX. (ONE EACH SIDE) SOLID BLOCKING UNDER • NOTE: HOLD DOWN DEVICES SHALL FULL ENGAGE (8) 8d NAILS TO RIM JOIST BEARING WALL, TYPICAL .. '\�.... .. .'.4.•'•'•'•'•'•'•'•'•'•'.'.'.'.'.'.'.'.'.'.'.'.'...' DECK JOIST PER HOLD DOWN MANUF. a THIS DETAIL IS.APPLICABLE (8)8d NAILS TO STUDS F.J. (REFER TO PLANS) "' .' ..••. WHERE FLOOR JOISTS ARE A FULLY THREADED 3/8"DIAMETER J PARALLEL TO DECK JOISTS LAG SCREW PREDRILLED W/MIN. (2)"SIMPSON""H6"OR APPROVED INDIVIDUAL MTL. FLASHING • •,,• •• "" ••• 3"PENETRATION TO CENTER PLATE, SOLID EQUAL CONNECTORS JOIST SPACING PROJECT NUMBER: .............. . .......... ................ ........ . ....... SQUARES WOVEN INTO SHINGLES "ENGINEERED LUMBER SHALL BE """' STUDS,OR HEADER FIREBLOCKING 16" O.C. MAX. (ONE EACH SIDE) DK202412 CALCULATED IN ACCORDANCE BEARING WALL EACH BAY (8)8d NAILS TO FLOOR JOIST w/ASCE-7-16 (TYPICAL) WALL DETAIL @ GARAGE WALL (8) 8d NAILS TO PLATE OPEN VALLEY DETAIL 26 TYPICAL OFFSET BEARING FOR 2X LUMBER 2 RETURNS & BETWEEN GARAGE DOORS 2$ LEDGER BOARD CONNECTION DETAIL 30 TYP. CANTILEVER FRAMING DETAIL 24 SCALE: N.T.S. SCALE: N.T.S. FIGURE R507.2.1(2) SCALE: N.T.S. SCALE: N.T.S. F-002 OF 5 SCALE: N.T.S. TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT aP. RL' G.vAL t pp 11 CLIMATE FENESTRATION SKYLIGHT' GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENT` SLAB" CRAWL` His ARCHITECTURAL 1 Vfy1L ZONE U-FACTOR' U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE SPACE WALL SHGC°'` R-VALUE R-VALUE &DEPTH R-VALUE CEMENT BACKER BOARD � DESIGN 4 0.32 0.55 0.40 49 20or13+5' 8/13 19 10/13 10,2ft 10/13 d l�1�5C�I 4 E� CONTINUOUS BEAD OF SEALANT 5 0.30 0.55 NR 49 20or13+5' 13/17 30 15/19 10,2ft I5/19 PLYWOOD/OSBSHEATHING YAPHANK,NY 11980 P.O. BOX250 6 Option 1 0.30 0.55 NR 49 20+5 or 13+10` 15/20 30' 15/19 10,4 It 15/19 CONTINUOUS BEAD OF SEALANT l CONTINUOUS BEAD OF ADHESIVE PORCH RAFTER TELEPHONE:(631)793-4608 6 Option 2 0.28 0.55 NR 60 23 cavity 19/21 30' 15/19 10,4 If 15/19 CONTINUOUS BEAD OF SEALANT TUB SURROUND EMAIL: NR=Not Required. 2X LEDGER ON TOP OF ATTIC INSULATION BEYOND FLOOR ASSEMBLY—) DAN.KISSINGER@DKARCHDESIGN.COM ForSI:I toot=304.8 m m. WEATHER BARRIER WOOD FRAMING TUB UNIT CONTINUOUS BEAD OF THIS DOCUMENT,AND THE IDEAS AND DESIGNS a. R-values are minimums.U-factors and SHGC are maximums;.Where insulation is installed in a cavity that is less than the label or design thickness of FLOOR ASSEMBLY AND SHEATHING SHEATH INTERIOR OF ATTIC INCORPORATED HEREIN,AS AN INSTRUMENT OF the insulation,the installed R-value of the insulation shall nott be less than the R-value specified in the table. ACCESS TO +1"OF SEALANT PROFESSIONAL SERVICE IS THE PROPERTY OF b. The fenestration U-factor column excludes skylights.The SHCGC column applies to all glazed fenestration. DK ARCHITECTURAL DESIGN,P.C.FOR USE SOLELY C. "l0/13"means R-lo continuous insulationon the interiorore�xteriorof the home orR-13 cavity insulation on the interior of the basement walls. CONTINUOUS BEAD OF SEALANT INSULATION LEVEL ATTUB AT EXTERI R LL WOOD FRAME SOFFIT WITH RESPECT TO THIS PROJECT THE ARCHITECT 15/19"means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the basement wall. SHALL BE DEEMED AUTHOR OF THIS DOCUMENT Alternatively,compliance with 15/19"shall be R-13 cavity imsulation on the interior of the basement wall plus R-5 continuous insulation on the 1"RIGID INSULATION INSULATED EXTER OR S LID WALL ASSEMBLY AND SHALL RETAIN ALL COMMON LAW,STATUTORY interior or exterior of the home. d. R-5 insulation shall be provided under the full slab area of ai heated slab in addition to the required slab edge insulation R-value for slabs,as - ` —=-" " -- -- PROVIDE BLOC NG A STUD CAVITY AND OTHER RESERVED RIGHTS INCLUDING THE indicated in the table.The slab edge insulation heated slabs shall not be required to extend below the slab CONTINUOUS BEAD OF SEALANT AT EXTERIOR WALL PRIOR TO COPYRIGHT.THIS DOCUMENT SHALL NOT BE USED ACCESS PANEL THIN-PROFILE W LL H ATHING IN WHOLE OR IN PART,WITHOUT THE WRITTEN e. Reserved I. Reserved INTERIOR GYPSUM WALLBOARD BUILDING PAPER/ TRIM AS REQUIRED SOFFIT ASSEMBLY AUTHORIZATION OF DK ARCHITECTURAL DESIGN,P.C. g. Alternatively,insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19 WEATHER BARRIER CONTINUOUS B AD SEALANT h. The first value is cavity insulation,the second value is contlrnuous insulation.Therefore,as an example,13+5"means R-13 cavity insulation plus R-5 AS AIR BARRIER FINISH CEILING CONTINUOUS BEAD OF SEALANT ALL RIGHTS RESERVED continuous insulation. i. Mass walls shall be in accordance with Section 402.2.5.The second R-value applies where more than half of the insulation is on the interior of the EXPANDING FOAM ©2024 DK ARCHITECTURAL DESIGN,P.C. mass wall. E—WOOD FRAME—) FLOOR ASSEMBLY CONSULTANTS : TABLE R402.1.4 a EQUIVALENT U-FACTORS RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/ SHOWER BUILT-OUT SOFFIT CLtMATE FENESTRATION SKYLIGHIT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWL 1 2 3 4 5 ZONE U-FACTOR U-FACTC)R U-FACTOR U-FACTOR U-FACTOR' U-FACTOR WALL SPACE WALL U-FACTOR U-FACTOR 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 5 0.30 0.55 0.02E 0.060 0.082 0.033 0.050 0.055 6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 - -- LOOR ASSEMBLY a. Nonfenestration U-factors shall be obtained from measurement,calculation or approved source. INTERIOR INSULATED WALL BETWEEN b. Mass walls shall be in accordance with Section R402.2.5.Where more than half of the insulation is on the interior,the mass wall U-factors shall not CONDITIONED SPACE AND ATTIC exceed 0.087 in Climate Zone 4 except Marine,0.065 in Climate Zone 5 and Marine 4,and 0.057 in Climate zone 6. SP RAY FOAM INSULATION CONTINUOUS BEAD c. In warm-humid locations defined by Figure R301.1 and Table R301.1.the basement wall U-factor shall not exceed 0.360. _ OF SEALANT L ROOF SKYLIGHT EXPANDING FOAM SEALANT ROUGH STRINGER E—ROOF RAFTER PREFAB RIDGE INSULATION FIREPLACE UNIT GYPSUM BOARD TABLE R402.4.1.1 \ R-V LUE/THICKNESS PER CLIMATE INSULATED EXTERIOR (BOTH SIDXPONDING) AIR BARRIER AND INSULATION INSTALLATION EXISTING BAND JOIST `� EXPANDING FOAM SEALANT STUD WALL • FOAM INSTALL INTERIOR SHE THING n CONTINUOUS BEAD OF SEALANT COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA 6 SEALANT PRIOR TO INSTILLATIO OF PREFAB FIREPLACE A continuous air barrier sShall be installed in the building VVv W envelope. INSTALL 1"RIDGE General Requirements The exterior thermal envicelope contains a continuous Air-permeable insulation shall not be used as a sealing INSTALL SHEATHING AT ATTIC _ air barrier. material. INSULATION AT BOTH SIDE OF SKYLIGHIT SHAFT CONTINUOUS BEAD PROVIDE INTERIOR Breaks or joints in the air tharrier shall be sealed. HORIZONTAL AND SEALANT Li. SHEATHING AT The air bon VERTICAL POSITIONS CAVITY INSULATION barrier in any drofpped ceiling or soffit shall be EXTERIOR WALL A N D W W%" aligned with the imsulation and any gaps inthe DRAINAGE PLANE LEAVE 3/8"GAP FOR ATTIC INSULATION air barrier shall be ssealed. The insulation in any dropped ceiling/soffit shall be ( CEILING PRIOR ♦^ Ceiling/attic aligned with the air barrier. INSTALL EXPANDING EXPANDING FOAM GYP. BD. LINER 2X_BLOCKING Access openings,drop dfown stairs or knee wall doors ) — WOOD FRAME SOFFIT TO SOFFIT ASSEMBLY to unconditioned cittic spaces shall besealed. FOAM SEALANT AT - _ EXPANDING INTENTIONAL GAPS (—WOOD FRAME-� FOAM SEALANT ASSEMBLY Cavities within corners and omplesotframewalls AT 1"RIDGE INSULATION O The junction of the foundation and sill plate shall be sealed. shall be insulated by completely filing the cavity FLOOR ASSEMBLY The junction of the top pllate and the top of exterior walls with a material having a thermal resistance,of CONTINUOUS BEAD CAVITY INSULATION SECTION THROUGH STAIRWAY SECTION THROUGH WALL CONTINUOUS BEAD shall be sealed. R-value,not less than R-3 per inch. OF SEALANT w Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls OF S EA LA NT . C_) shall be installed in substantial contract and MINIMUM 1/2"DRIP v continuous alignment with the air barrier. ace between frarmin skylights,and the 1"RIGID INSULATION o. Q Windows,skylights and doors The space g and s�g -- CONDITIONED/ jambs of window/doorjambs shall be sealed. SOFFIT CLOSURE ® LLI Rim joists shall include the air barrier. Rim joists shall be insulated. SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT e( = r- Floor framing cavity insulation shall be installed to CANTILEVER FLOOR S E10 maintain permanent contact with the underside7 9 Q Floors including cantilevered floors and The air barrier shall be installed at any exposed edge of sub-floor decking,Alternatively floor framing A' floors above garage. of insulation. cavity insulation shall be in contact with the top ` ' r side of sheathing or continuous insulation /� ■ L.L. installed the underside of floor framing and shall 0 U � extend from the bottom to the top of all perimeter floor framing members. ` Exposed earth in un ventted crawl spaces shall be Crawl space insulation where provided instead of floor 3z Crawl space walls covered with a Clrass I vapor retarder with insulation,shall be permanently attached to the VENTED AIRSPACE W / overlapping joints ttaped. walls. MANUFACTURED THIN-PROFILE / - Duct shafts,utility penetr(ations,and flue shafts opening ATTIC VENTILATION BAFFLE Q Shafts,penetrations to exterior oruncomditioned space shall be -- (FULL WIDTH) CONTINUOUS BEAD � OF SEALANT o V sealed. CAVITY INSULATION ♦ ♦ N J Batts to be installed in narrow cavities shall be cut to V "t or narrow cavities shall be filled by insulation PROVIDE RIDGE INSULATION CONTINUOUS BEAD ♦♦^^ m Narrow cavities — that on installation ready conforms to the BAFFLE AROUND VENTILATION OF SEALANT V W available cavity space. CHUTE- FOAM SEAL PERIMETE CONTINUOUS BEAD OF SEALANT / CO � 7 Air sealing shall be provided between the garage and OF RIDGE INSULATION CONTINUOUS MINIMAL L (— Garage separation conditioned spaces PROVIDE STUD CAVITY CLOSURE EXPANDING FOAM AT ON BACK SIDE OF EACH STUD ^ Cn Recessed light fixtures insstalled in the building thermal Recessed light fixtures installed in the building thermal --------- -- CEILING GYPSUM BOARD WINDOW PERIMETER V v/ Recessed lighting envelope shall be sealed to the finished surface. envelope shall be air tight and IC rated. CAVITY O AS AIR BARRIER X Walls CONTINUOUS BEAD CL UJ U) In exterior walls,bait insulation shall be cut neatly to fit around wiring and plumbing,or installation,that OF SEALANT Plumbing and writing -- on installation readily conforms to the available space,shall extend behind piping and wiring. CONTINUOUS BEAD OF SEALANT The air barrier installed a t exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be O�Rrwf/stubon exterior wall showers and tubs shall separate the wall from the insulated. CONTINUOUS BEAD OF SEALANT LINE ILLUSTRATES WINDOW UNIT AS ISSUE/ DATE: showers and tubs. CONTINUITY OF AIR CONTINUOUS MINIMAL BARRIER AT WALL SECTION EXPANDING FOAM AT , AIR BARRIER ISSUED FOR PERMIT-6/23/2024 The air barrier shall be installed behind electrical or WINDOW PERIMETER ISSUED FOR PERMIT-1/7/2025 Electrical/phone box on exterior wa6s communication boxes.Alternatively,air-sealed boxes shall be instaued. PROVIDE SOLID BLOCKING CONTINUOUS MINIMAL AMENDED DRAWINGS-8/12/2025 BENEATH KNEE WALL EXPANDING FOAM AT ISSUED FOR B.D. REVIEW-1/24/2026 HVAC supply and return register boots that penetrate WINDOW PERIMETER POOL REVISION-5/5/2026 HVAC register boots building thermal ennvelope shall be sealed to the — ------- sub-floor,wall cowering or ceiling penetrated by the boot' r CAVITY INSULATION CONTINUOUS BEAD Where required to be seealed,concealed fire sprinklers shall OF S EA LA NT Concealed sprinklers only be sealed in ai manner that is recommended by t manufacture.Cauilkingor other adhesives sealants CONTINUOUS BEAD shall not be used tro fill voids between fire sprinkler WINDOW UNIT AS cover plates and tthe wall or ceiling. AIR BARRIER ADHESIVEOF CONTINUOUS BEAD CONTINUOUS MINIMAL OF SEALANT CEILING & KNEE WALL INSULATION EXPANDING FOAM AT WINDOW PERIMETER R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY) CONTINUOUS BEAD OF SEALANT PROFESSIONAL STATEMENT: HEATING AND COOLING EQUIPMENT SHALLBE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED 1 2 TO THE BEST OF MY KNOWLEDGE AND BELIEF THE ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED CONTINUOUS BEAD INFORMATION SHOWN ON THESE DRAWINGS AND OF ADHESIVE SPECIFICATIONS COMPLIES WITH THE APPLICABLE HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF COOLING EQUIPMENT SHALL HAVE AN EFFIICIENCY RATING EQUAL TO OR GREATER THAN THE ATTIC INSULATION CONTINUOUS BEAD NEW YORK STATE. MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS ATTIC FLOOR FRAMING OF SEALANT CONTINUOUS BEAD INSTALLED. RIGID INSULATION R-VALUE/DEPTH PER CLIMATE ° OF SEALANT Fr—COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED CONTINUOUS SILL SEALER GYPSUM BOARD BOX ENCLOSURE - FULL WIDTH OF jMUDSILL ATTIC INSULATION ATTIC FRAMING FOUNDATION WALL AS /� /� SPECIFICATIONS: AIR BARRIER �\��\�� REFER TO ENERGY CONSULTANT'S CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION a CONCRETE SLAB AS AND MECHANICAL SPECIFICATIONS. CONTINUOUS BEAD AIR° a AIR BARRIER kip' rl OF SEALANT ° X MECHANICAL LATCH TO PRESSURE ° a ° Q'LEXPA CONTIIUOUS BEAD OF SEALANTDING FOAM SEALANT AT PERIMETER —MANUFACTURED PULLSEAL AT WEATHER (PPING DOWN STAIR ��T�O�NEB ADDITIONAL SPECIFICP�TIONS: DRYWALL CEILING �/�\ ,\ ,\ .\ ,\ �\ • WINDOWS AND SKYLIGHTS:0.30 U VALUE, /�\ . 0.30 SHGC RECESSED LIGHTING FIXTURE • BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA BLOCKING LIGHTING REQUIRED • HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER 100 SQ.FT. • MIN. (1) ENERGY STAR APPLIANCE LINE OF CONTINUOUS AIR SEALING STRATEGY - AIR SEALING STRATEGY - • MIN. 90% ENERGY EFFICIENT INTERIOR LIGHTING • BUILDING CAVITY CANNOT BE USED AS DUCTWORK RECESSED LIGHTING IN ATTIC ATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION PROJECT NUMBER: • ALL HOT WATER PIPES TO BE INSULATED TO R3 1131 1 5 16 1 7 D K202412 ALL DETAILS MAY NOT APPLY F-003 OF 5 ALL PIPING TO BE — - - — — — — — — — — — —<— — — — — — — — — — TPVC \ 6"TILE BAND —► ^ {COM1'AGTfI7C!12AVEIj .l MAY 14 2G26 I 5'x18" Bench a A ^^' (WATER). — — — — — > r Zoning Board of AppealS MARBLE DUST A I I ° I SKIMMER SKIMMER U #4STEELREBAR _ _ I I DEEP END (VERTICAL) 36'-0" I I ,.._,� ct 12"OC i — J_J ^ / — / \ o [� #4 STEEL REBAR f / \ (HORIZONTAL) 12"OC b a I 0 CD U rl _. (u 1 I I I SHALLOW END I r • 12"T036"RADIUS =� (CONIPACTEDSOIL) '-7 DRYWELL \ 8'dia.,4'deep uj (VARIES) \ / L — R U J I I V� •C/) FILTER&PMP MAIN DRAIN 3500 psi (MIN.3'APART) CONCRETE O N _ A RETURN RETURN 8"(MIN.) `' L — — — — — — — — — — — — — — — — — — — GAL � O ALL PIPING TO BE NOTES: — — — — — —2„PVC — — — — — — — — — --- SWIMING POOLTO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY.SOIL TO BE STOCKPILED OR RUFF GRADED(AS PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED AWAY. SWIMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED, 12"ON CENTER FOR WALLS AND FLOOR,6"ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE POOL(BOND BEAM)AND NO LESS THAN 12"ON THE WALLS AND FLOOR. INTERIOR FINISH OF POOL TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS PER OWNER. Er N I E --j Q re) W pOL = w \p N L1J LJJ V 12" 12" 12" 12" lam 12" 12" z Z U-) 4)#4 REBAR(TYR) � Q O O � 4.. Z M T r v / O� r�E ).�... O q /� � 0.. O � A ab c vA W w < o LL. I f .. :_. < ,• a .'d A .~b A � to ,�:.� i � '4 4 fen CA ° die e CA ° Ue i� CONNECTTO 8'X4'DRYWELL BACKFLOW n RENFORCI�DbUNITE4'1 < ?b (TYPICAL) FILTER HAIR&LINT R�FESSIONP v! FLOOR REINFORCED WITH #4 REBAR AT 12"OC EACH WAY(TYR) PUMP CATCHER O < b A b A b L a A .`b A WATER LINE ..... :.:.., ...,.i.' DRAWN BY: JF ' l 8/26/25 COMPLIES WITH: z"RETURN MAIN TO INLET DRAIN SCALE: SEE PLAN 2025 RESIDENTIAL CODE SECTION N1103.12 (R403.12) RESIDENTIAL POOLS AND 2"PIPE PERMANENT RESIDENTIAL SPAS SHEET N O. SECTION R326.4 BARRIERS SECTION R326.5- R326.6.5 ENTRAPMENT AVOIDENCE PROPOSED SEC.:-ND STORY ADDITION VER EXISTING 2-CAR GARAGE FOR: . nRatlECn,RAL DI1 690 N BAYVIEW RD P.O.BOX 250 YAPHANK,NY 119W 1690 N BAYVIEW RD,SOUTHOLD,NY 1 7 ` AIL. p,�R,n®h�Av earINB1TOr NORTH BAYVIEW ROAD '°""�""�" wm1 tDeL<T Tp„es RKAST.,IEAaO4rtcT �026 ___ (NORTH ROAD TO BAYVIEW) �� r--------------- --1 e�`�rwer',irt., 00clewrawieAeOorE�e DRAWING INDEX M I A4XI1 TIRE SHEET,PROP.ROT PL4N,ZONING DATA,aFOUNDATION PLAN I ON NEW 4k4'P.T.WOOD POST BEARING I J� �s�• 100.00, e,L ��,� A mfS,PROPOSED EXTERIOR FJFVATIONSaSECfIONS �� { A[� ��IG I ON VIRGINSOIL SONOTUBE BEARING i OO�\ / —_-- _ - --- - - oI " ` p I REFER TO DE TAIL ON THIS SHEET I O [� o2o24 DKMCHRECTURALDESIIX P.G ETAILS F-OM AIRSEAUNG a BARRIER DETAILS Zoning I I ^�O/ _S JISEME FOR WATER N _ _ s — —1 I I P. � I 1 CONSULTANTS: MANDATORY ENERGY CODE COMPLIANCE STATEMENT 13r4 V-101/4• „/-18"T 0/ To the test of my knowledge,bekef and professionl judgement such plans n9eor spetheI I L afiwtu t)th ns are in compliance with 2020 Naw York State Envgy CO tbn C-t,ucflon Code and Chapter 11 of the 2020 Residents]Coda of New York State. i---- i i EXISTING v 1 WHERE MUNICIPALITIES REQUIRE•HERS-RATINGS THE REM MODEL ---- ;7 1 PROVIDED BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY I ____ I EXISTING I DRIVEWAY SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. r I SLAB ON I I , t.H.EN.S.INDEX REPORT AS REQUIRED BY DINERS ---- I I NEW 4X4 PT WD.POST ON NEW 27K BTU MULTI 105IQ• 2 THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT I I GRADE I POST BABE ANCHOR BY 73 ZONE CONDENSER m 1� THE PROJECT TO ENSURE ALL REQUIRED NSPECTION&TESTS ARE PERFORMED. 'SIMPSON'OR APPROVED INSTALLED PER 1FT$ / IXCONC.' 3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE ARE EQUAL IN 6' TILEWAC. PORTION OFTHE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BORDER r I I MANUF.SPECS , GARAGE WOOD t ---- LK GATE 1 10a CODES AND STANDARDS ' ALL PLANS ARE TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK " I h I- NEW 2ND STORY O % .�-y PROVIDE GALV.METAL I- "`'�T' - ,2'DIA P.C.SONOTU6E ADDRION(406 S.F.j O 1� STATE.AND THE 2018 WFCM. 24k18'POl1RED :- 4 I I - P.C.FOOTING.TAPER TOP O EX.ROOFED CONCRETE SLAB "•`v CONNECTION "" - 40•-0 12 JOl PLANS ARE TO COMPLY WITH APPENDIX J EOSTING BUILDINGS AND IP.T. OF PIER FOR DRAINAGE OPEN PORCH ». ®BOTTOM STEP BETWEEN GgRDER _ . ••� III- 3 STRUCTURES AS PER AIB(RECONSTRUCTION)OF THE 2020 NEW YORK STATE 4'-0' I NEITHER CONCRETE, i-: ' O TO BE MINIMUM tY LINE OF EASTWG FOOTING(V.I.FJ n s I �'"'}'= IN FOOTING S PIER TO RESIDENTIAL CODE BELOW GRADE. I I NEffHFA GALV. =1 III BE MIN 3500 PSI CONCRETE 75.31 , G.C.TO COORD. ----------------- -J CONNECTOR NOR P.T. rl ,. , u00 Go NUMBER O GIRDERSHALLHAVE 2 -r_ 7/ RO 0 F :C• I p O ? 1 ABBREVIATIONS RSERS TO GRADE CONTACT W/SOIL t pO ep U- w Lu AB. ANCHOR BOLT AV. NVATOWIVANITY 2 PROPOSED FOUNDATION PLAN 3 SONOTUBE DETAIL N IX� oQ DEXISTING WELLING 1 C 0 SCALE:1f4'•1'-0' SCALE:12'.1'-0' O WOOD O ASV. ABOVE �,� "TORY 1 A.C. AIR CONDITIOWNG UNDY. LAUNDRY TYPICAL FOUNDATIONNOTES: J AF.F. ABOVE FNISHED BOOR LTL LINTEL I 01690 I EXISTING ds IX 11 Z A.P. ACCESS PANEL LVL LINTEL ED VENEER LUMBER 1.ALL NEW SONG TUBES TO BE 3500 PSI AND TO MAINTAIN MINIMUM DEPTH 3'-0'BELOW GRADE U.N.O. 27'-4' i 2ST. O A/C APB ANTONY POWER BEAM 2.REFER TO SECTIONS 6 DETAILS FOR MORE INFORMATION. O < APPROX. APPROXIMATE MAS• MASONRY 3.0DENOTES POST LOCATION FROM ABOVE.PROVIDE SOLID BLOCKING UNDER ALL POSTS AND BEARING WALLS J'J.61 , �! ASF ABOVE SUB-FLOOR MAX MAXIMUM DURING CONSTRUCTION AND PRIOR TO FRAMING AND LOADING OF UPPER LEVELS. i FK C ASPR ASPHALT MANUF. MANUFACTURER 4.FASTENING FOR ALL STRUCTURAL LVL MEMBERS B TO BE AS PER MANUFACTURER'S SPECIFICATIONS. OA'C 1Fm BOARD MECH. MECHANICAL S.NO LVL EA POWER BM OR WOOD'r JOIST MATERIAL IS TO COME INTO CONTACT WITH CONCRETE COAT TOP OF n(FP 0 BB. BIDET �" METAL FOUNDATION WITH ETHER LEAD COATED COPPER FLASHING OR A SPRAY ON BITUMINOUS MEMBRANE. AT/° 71d' 45•4' C w BLDO. BUILDING NO. NUMBER BLK BLOCK N.T.S. NOTTOSCALE BLKG. BLOCKING LL B.O. BOTTOM OF O/C OWNER FURNISHED/ SECTION R301-DESIGN CRITERIA BOT. BOTTOM CONTRACTOR INSTALLED 2X6 ON THE FLAT DOUGLAS FIR L ORO. BEARING O L OVERHANG R301.2.12 PROTECTIONOFOPENINGS. MEMBER UNDER PLYWOOD PANEL 1 0 BRDG. BRIDGING w S.P. BEAU EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE REGIONS SHALL BE FASTEN EACH END OF 2X6 WITH S.W. BEARING WALL PED. PEDESTALSIKK PKT. POCKET DOOR PROTECTED FROM WIND-BORNE DEBRIS.GLAZED OPENINGS PROTECTION (6ja8X4-12 SCREWS EACH END , 1 �a w/ 7 PSL PARALLEL STRAND FROM WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE i•_ A I r i m 1 z V Z CAB, CABINET LUMBER MISSILE TEST OFASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION C8X4-12SCREWS,O.O.C. I _¢ CL CLOSET P,T, PRESSURE TREATED 3012.12.1.GARAGE DOOR GLAZED OPENING PROTECTION FOR WIND-BORNE AT ALL PLYWOOD EDGES h ^ ' , CLG. CEILING LUMBER DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT RESISTING h waww r EX.IV DEER FENCE e COL COLUMN PROP. PROPOSED STANDARD OR ANSUDASMA 115. 7/16'MINIMUM PLYWOOD PANEL TO I /a I 1 0 N Q J ' I� CONO. CONCRETE PRVD. PROVIDED EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT NOT EXCEED A W X V DIMENSION , FX GATE EX SAND L J 0 m O CONT. CONTINUOUS PAN. PANTRY LESS THAN 7116 INCH(I I MM)AND A SPAN OF NOT MORE THAN 8 FEET(2438 MM) L--4--i--U (/) Z COMB. CONTRACTOR P.C. POURED CONCRETE SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT j 1"'P Z C.T. CONSTRUCTION PVC POLYVINYL CHLORIDEAND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING r ` C.T. COLLAR TIES POP POUNDS/SQUARE FOOT i O L THE PRODUCT WffHTHE GLAZED OPENING.PANELS SHALL BE PREDRILLED AS r � h OV EX SAND Q'--J 0 CM CARBON MONOXIDE PSI POUNDR SQUARE INCH Z-71 139.E IXBULKHEAD 0 (n DETECTOR P.L. PROPERTY LINE REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE e r I b� DOD _......... X O ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO I� ,�__� I RAMP �. (� D. DRYER OTY. QUANTITY RESISTTHECOMPONENTANDCLADDINGLOADSDETERMINEDINACCORDANCE o r , $- -�� EX WOOD RETAIN a w U) DEMO. DEMOLITION 2.6 ON THE FLAT DOUGLAS FIR H s , i 13'� WITH EffNER TABLE R3012(2)OR ASCE 7,WITH PERMANENT L WALL DIM. DIAMETER MENSIO R. RISER(5) MEMBER UNDER PLYWOOD PANEL DIM. DIMENSION REF. REFERENCE CORROSION-RESISTANT ON BUILDING. HARDWARE AND --`--A--- L' HIGH WATER LINE h� h PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN ACCORDANCE FASTEN EACH END OF 2>�W(fH _ _____I _ D.O. DOUBLE OVEN RED. RETURN WITH TABLE R3012.1I IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF IBM X 4.12'SCREWS EACH END y OR DOOR R. ROOF REO ON. DOWN RR ROOF RAFTERS HEIGHT OF 45 FEET(13.728 MM)OR LESS WHERE THE ULTIMATE DESIGN WIND IX 1YOOD IX METAL J EX DOCK ISSUE/DATE: DW DISHWASHER RaS ROD&SHELF SPEED,V-IS 1SO MPH(290 KPH)OR LESS. 10' RETAINING WALL RAMP 20AWA ISSUED FOR PERNtT-fi/CJ2024 P.O. ROUGH OPENING •iC'U.C. . EE w ATE ISSUED FOR PERMIT.1/72025 ELEV. ELEVATION SCHED. SCHEDULE TABLE R3012.1.20FTHE 2020 RESIDENTIAL BUILDING CODE OF NEWYORK OPENING PROTECTIVE Ek EACHICAL SCALE:N.T.S. N IX BULKHEAD ^O K_FFtESH AMENDEORDRAWINGS IEW-1/412 ELEC. ELECTRIC SEC. SECTION STRUCTURAL PROTECTION FASTENING SCHEDULE FOR WOOD O rOOcE VTR ISSUED FOR B.D.REVIEW-1242028 EQ EQUAL SHT. SNEER OPENINGS LESS THAN 4'XB' V J EQUIP. EQUwMENT SRG.C. SOLAR HEAT GAIN COEFFICIENT FASTENER SPACING EX-EAST.FASTING EXH. EXHAUST SPECS. SPECIFICATIONS FASTENER Panel 4 loot<pfoot spank foot PROP. PLOT PLAN EXT. EXTERIOR 6 CS. STAINLE ATIONSL TYPE Panels span<pf Span-pane ' BID. STANDARD - SCALE:,•.20'-0' F.O. FLOOR DRAM sm. SHOWER NO.B WOOD SCREW 2sdi ON THE FLAT DOUGLAS FIR F.F. FINISH FLOOR STL STEEL BASEDANCHORWITH MEMBER UNDER PLYWOOD PANEL INFORMATION TAxl7R FROM PIN. FINISH S. sm 24NCH EMBEDMENT 16' 10' 6- FASTEN EACH END OF 2s6 WITH � -- - -- SURVEY PREPARED BY: FL FLOOR S.D. SMOKE DETECTOR LENGTH (6)R8 X 4-12 SCREWS EACH ENO AERIAL LAND SURVEYING.D.P.C. FLG. FLOORING __'_� _ mi DATED MAY 2022 FNDT. FOUNDATION NO.10 WOOD SCREW ATALL PLSCRED EDGES.C. FP. FIREPLACE TEMP. TEMPERED BASED ANCHOR WITH ATOLL PLYWOOD EDGES— WITH FIG FOOTING T.O. TOP OF 1S 1Y M. TYPICAL 24NCH EMBEDMENT 7/16•MBUMUM PLYWOOD PANEL TO i 1 r ' GA. GAUGE LENGTH NOT EXCEED A N X 0'DIMENSION r h woe o„Xx¢e o�w,wazs�em GALV. GALVANIZED 1/4•INCHLAGSCREW SEAM __+__ --4h---}-- - i ZONING DATA FOR1690NBAYVBIVROAD,SOIRHOLD,NV11371 wYmwi or>Nzsmeno11fdemu eooe G.C. ' ' r h 1 ' ' e h TOWN OF SOUTHOLD.NY GENERAL CONTRACTOR UAO. UNLESSN TIED GO. GRADE URO. UNLESS NOTED OIHERVILSE BASED ANCHORWITH 1E 16' 16• ZJc60N THE FIAT DOUGLAS FIR r r I" r r i i i aD1oID GVL LENGTH EMBEDMENT h e SECTION:708LOCK:12 LOT:37 MEMBER UNDER PLYWOOD PANEL GRAVFJ. _ ss4ee�a_a�ca-keedr_-u�_ GYP.BD. GYPSUM BOARD LENGTH ZONE:RESIDENCE R-00 GALV. GALVANIZED VR VAPORRETARDFR (6)#FAS8X I EACH END OF 2p6 WfR1 r + r + FOR SI:IINCH=25.4MM,7FOOT=304.B MM, POUND N. MILE PER (6)08X4-125CREW3 EACH END - -- -- -- -- ---- - V ITEM REQDJ PERMITTED: FASTING: PROVIDED: VENT. VENTILATE E---0.--t-_IY •-'-•4Yh O- HR HOSE BB V.T.R. VENTIMPOUGH ROOF HOUR-OA47 M/S M0IMl1M LOT AREA: 40,OD0 S.F. 22,527 S.F. 22,527 S.F. (IX NONCONFORMING) HDR HEADER VERi. VERTICAL/VFRT CAU1Y a.THIS TABLE IS BASED ON 180 MPH WIND SPEEDS V-AND A 45fOOT MEAN d8 X 4.12 SCREWS 10'O.C. HORIHGT-Z HEIGHT L VJ.F" VERIFY IN FIELD ROOF HEIGHT. ATALL PLYWOOD EDGES .'- -.�'--iI/'- -"�•--� I v MAXIMUM BUILDING HEIGHT(ACCESSORY): 19 1STORY 18'/25TO JSS (COMPLIES) ON 10 Cyr HTG. HEATING b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD 7/16'MINIMUM PLYWOOD PANEL TO I ' ' I 1 9 jO b HVAC HEMiRJG,VFJ4faATWG,AOt w. wMSHER STRUCTURAL PANEL FASTENERS SHALL BE LOCATED NOT LESS THANIINCH NOT EXCEED A4'X 8'ONffNSiON .-A._i--a i L-_m.-4--a I i ITEM: REODJ PERMITTED: EXISTING: PROVIDED: ��' FROM THE EDGE OF THE PANEL h h CONDITIONING W.C. WALK IN CUSET/TOI{ET ' IIwHI HOT WATER DATER WIC. WALKNCLO3ET e.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING 2W ON THE FLAT DOUGLAS FIR :-�-�_ _: FROM YARD SETBACK(ACCESSORYk 5pW'1 41.5 415(NO CHANGE) (DL NON-CONFORMING) p wl WTTM WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE MEMBER UNDER PLYWOOD PANEL KIT. KITCHEN w/O WITHOUT BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LESS THAN 212 w FASTEN EACH END OF 2s6 YVIT11 SIDE YARD SETBACK(ACCESSORY): 10'MIN. IO.T 10.T MO CHANGE) (COMPLIES) INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE (6)I8 X 4-12 SCREWS EACH END 10' 10'O.C. 'f Oa26�OQr d PANELS ATTACHED TO MASONRY OR MASONRY(STUCCO SHALL BE WICAL REARYAJID SETBACK(ACCESSORY]t ,P MIN. +1-132Z H-132Z (COMPLIES) �OF NE`Hy ALLOWABLE LOADS B DEFLECTIONS FOR STRUCTURAL ATTACHED USINGVBRATIONRESISTANTANCHORSHAVINGANULTIMATE n OPENING PROTECTIVEOT COVERAGE z -a4k527X020= 4,605AS.F. 1.2.944SF. (COMPLIES) MEMBERS WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. SCALE N.T.S.NT SQUARE FOOTAGES 4,505A S.F. oPEMNGS LARGER THAN 4'XS EXISTWGISTFLOORAREA =N-2,243 sF. STRUCTURAL LIVE DEAD ALLOWABLE EKISTWGDETADHEDGARAGE=„AaaesF. MEMBERS LOADS LOADS DEFLECTION EL FRONT PORCH =H-SISF. IXWOOORMJP =+1-212SF. PROJECT NUMBER: EXTERIOR BALCONIES 40 to LOGO TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOTAL LOT COVERAGE =-04e BY. DK202412 DECKS 40 10 LOGO ATTIC STORAGE 10 to L241 VAND DESIGN SEISMIC SUBJECT To DAMAGE FROM WINTER AGE BAWY8M6EL�T FLooD �REAEB2IO�� kE11N ATTICw/srORAGE 20 to L240 � e Op Rr wEATHBRING FROST LaD T13ta6TE` TEDESMP. REWIRED" S INDEX' ANNUAL SN(TW LOAD SPEED TOPOGRAPHIC SPECLLL N7NB YAA97-BOfOB FITL9T FLOOR EMPI 40 10 lfiNl EEFECTSk REGION DEBRISZdfE1e DEPTH SECOND ROOK 3D 10 LA® MDDERA 'F 'F A-001 OF 5 ROOF RAFTERS-GRDLAIDSN0WLOAD=Mpd La4O 20 PSF ,30 MPH NO NO NO B SEVERE 36' TO fFJ1YY 11 YES NONE B99 STF u)a�Rm.lasr 5_1 12' g_„? NEwsrAIRSBELGw HEADER SCHEDULE ,. UNLESS NOTED OTHERWISE,ALL UNLESS NOTED OTHERWISE,ALL OUTDOOR 345 P D.M. HEADERS SHALL BE ENGINEERED STRUCTURAL MEMBERS o SAUNATO BE 4x6 SOLID ' HANDLER INSTALIIILED �� NEW WOO&DECKING �) (2)2c8@SPANS UP T04'-0• SHALL BE MICR OLLAM®LVL2.OE. SELECTED WOOD POST i FFF�� TO BE SELECTED BY NEW ISK BTU AIR (2)2�®SPANS 4'-,'TO 5-T ARCI$TECRI7AL ' PER MANUF.SPECS w� � 8 BUILDER! I rxU, OWNER i HANDLER INSTALLED (2)D170®SPANS 5-1'TO Sd UNLESS NOTED OTHERWISE. �j OWNER KEW2�DEIX i PER MANUR SPECS2)9A2 SPANCALLEDO S� STRUCTURAL POSTS SHALL BE JLXSTS®16• 1 I NEW 1 3W x 71/4•LVL FJ.Q Is-O.C. I 2x8 RR. 2x8 R.R. -HEADER SIZES CALLED OUT ON (3)2x4 POST @ 2x4 WALLS 365�80'� FOR POSITIVE iI c �� 2U2[r GRADE T01 16'O.C. Qi6'O.C. ®1� L`J PLANS SHALL SUPERSEDE THIS (4)2a6 POST @ 2.6 WALLS P.O.BOX25f1 SCHEDULE. YAPHI NY 119M R)ffi RW JOIST DRAINAGE TElEPHONE.(631)7934608 VERTICAL CEDAR —�_ -1-1W-3• EMAIL' PARTITIONS ____ w y {• 4'-0' a-t3•-7• CONSTRUCTION LEGEND �E 'p ¢ PROP ARTIST$ NEW WEXTERIOR IS 2x41NTERIOR WALLS 16.O.C.-U.N.O. wwnrov Teo' .wv u�eumu�o+rov _ ---- ow Zonin �o of A" I STUDIO EwsTwc wALL To REMAIN H-IX � 8 ra<xcssrw.0 eEarcas„EvxavF,.oF a 35 iIXN i w 2935.F.AREA -00 HARDWIREDSM014=&CARBON MONOXIDE DETECTOR 5 i 8 8 50 CFM EXHAUST FAN �� 8%23A S.F.LIGHT REODPonAaxr srwu rarsevam n w 0 `7 S.D. ,88.9 SF.LIGHT PROVIDED 3�» EXISTING 2-CAR N -' w O R" u WINDOW&DOORUST FOR LXSHTANDVENTONLYA. wm�"ina'onwP.uarr.wi„nPrua>,wrtax C.O. 4%11.75.F.VENT REOD 3 0 wmxvaurrowmwewewrtcrvwa¢axx va U 00 wi ��aa GARAGE 00 5 $ '45.0 SF.VENT PROVIDED w rc PRODUCE SILL I xuwurts usexvm z O NEW Stir TYPE W GYPSUM O C s p $ WINDOW SIZE MANUR AREA GLASS NOTES OF i l 3 vi BOARD ON ENTIRE CEILING TYPE M' S.FS.F. o2dW DKAR0IRECNRAL DESIGN,P.C. 3K R g O 0 I 0 x DOUBLE HUNG MARVIN ELEVATE 2T 5.79 10.59 3 J I m 5 0 o f SUDER DOOR MARVIN ELEVATE WA 21.82 46.54 CONSULTANTS: u_x z i 3 NOTE lv O 0, -EXACT NUMBERS ON LIGHT AND VENT ON CUSTOM WINDOWS&DOORS ARE GIVEN AS 74R UP NEW BEAM HANGER NOTE: . i x AN APPROXIMATE. ISLE OF +r -REFER TO HERS REPORT FOR U-VALUE&S.H.G.C.FORALL WINDOWS&GLASS DOORS. WITHSTANDING 3500 LBS G.C.TO x C1 !? VERIFY 4,-0. ? �' 2' 4'-0" -ALLE%TERIOR DOORS ARE TO HAVE POOL ALARMS NEW(2)96�r84'OVERHEAD GARAGE DOOR NUMB RAILING 12' TO BE SELECTED BY BUILDER/OWNER RISERS T TO CODE (2)36•x60•D.H. NOTE: NEW(2)13/4•X 9 1 W LVL HDR NEW(2)1 3fP x 9 1!4'lVL 3 3•-0• 9'-1 12' 3 3 G.C.TO VERIFY 4W 314' 4'S' 4'S' 4'-7 12' NUMBER OF RISERS 4'-0' n PROPOSED FIRST FLOOR PLAN SCALE:,/4=,'-D n PROPOSED SECOND FLOOR PLAN BCALE:7/4=,'-0 3 PROPOSED ROOF PLAN SCALE:1/4-,'-0 H NOTES: NOTES: v NOTES: ROOF CONSTR: �4LL EX MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL EX MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL ROOFING NAILS TO BE STAINLESS STEEL CEDAR ROOF SHINGLES SHOWN ARE TO EX GYP.BOARD. SHOWN ARE TO EX GYP.BOARD. VENTGRID -ALL EXISTING WALLS TO BE REDUCED TO TS'PLATE HEIGHT INCLUDING NEW(2)2x4 TOP PLATES N.I -ALL NEW-A NEW WALLS TO BE 2x4 STUDS Q 16.O.C.REFER TO SECTION FOR PLATE HEIGHTS. 030 BUILDING PAPER _CONTRACTOR TO VERIFY T,ATALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. ICE AND WATER SHIELD(ON ENTIRE ROOF UNDER 4:12 PITCH) 112•WX SHEATHING 2x8 RR®16-O.C.(REFER TO PLAN) 5 5'(R35)SPRAY FOAM INSULATION F-00 O CEDAR ROOFING TO 18'-0'MAX BLDG.HGT. W MATCH MAIN DWELLING PROPOSED RIDGE HEIGHT 4t'� �4 W 18'-0'MAX.BLDG.HGT_.— "MAX BLDG.HGT LINE OF WALL BEYOND 1 O ----- PROPOSED RIDGE HEIGHT 2ND FLOOR PROPOSED RIDGE HEIGHT NEW 7k3-TRIM OVER - w.I(SOUTH SIDE) LLLL 12 12 BOAR AZEK RAKE t- (2)13N'■719-LVL (LVL RIDGE I O 4I— 14 W WDOW&DOOR HGT. BOARD,TYP. 2ND FLOOR PLATE III TYPICAL WALL CONSTR.: I I '^2N0 BOOR PLATE SOUTH SIDE) SIDING TO MATCH EXISTING I I I_•' V(SOUTH SIDE:) WINDOW&DCOR HOT. 2ND FLOOR PLATE WINDOW 6 DOOR HGT. END FLOOR PLATE : PROP ARTISTS (NORTH SIDE) (WORTH SIDE) CEDAR SHINGLES i may, D I I Q Q WINDOW NOTE: L4 N75 BUILDING PAPER STUDIO y LJ.1 NEW 1'XJ'TRIM OVER 12'CDX PLYWOOD TO CODE I I COLOR:WHITE OPEN TO m 5/4'x8'AZEK RAKE Zx4 STUDS @ I O.C.I.N..)? U-VALUE 028 BEYOND CEDAR SIDING TO SLOPE MIN. F SMGC:0: BOARD.TYP. 3'(R2,)SPRAY FOAM INSUL. I I 7 V EW MATCH EX (7 F- 4 12-GYP.BOARD PROVIDE rTBG COX—'. OX I -00 I[ m 1/8'PER 36•MIGM CABLE .H. .H CEDAR SIDINGTO m 'i FOOT PLYWOOD BUBFLOOR I RAIUNG TO CODE 4 MATCH EX 2ND FLOOR SUBFLOOR -_-- -___ O W 1ST FLOOR PLATE —� +NEW2,d 16.O.C. I m 2ND FLOORSUBFLOOR_ 2ND FLOORSUBFLOOR 2NDFLOORSUBFLOOR 2NDFLOORSUBFLOOR WINDOW&DOOR HGTI --_____-_-_ ECKJO (3)13/4•x91/4•LFLW/ I I V) 1ST BOOR PLATE NEW 514 W AZEK 7ST FLOOR PLATE ----- DECK JOISTS (2)7•x 9'STEEL FLITCH NEW DWB +Y @76'O.C. PLATES,TOP FLUSH W/T.O. TOP PLATEN Z -- TRIM BANG,TIP. F- --------- 9 G SLOPED FOR FLOOR JOISTS.PROVIDE I Q i_________ 0 WWDOWBDOOR HGTI WINDOW BDDOR HGT. POSITIVE METAL JOIST HANGERS AS I W I z U w 4 _________ DRAINAGE REDUIRED 11 I 0 ■ O NEW TREADS NEW OVERHEAD 0 c7 A I._________ J ~o AND DECKING TO (T 17121 GARAGEDOORS w GARAGE i i N Z m 0 _ __ ___ EXISTING 2-CAR I I V N cwi R BE SELECTED BY TO BE SELECTED 9 ---_-_--_ GARAGE GRAB __ __ STLNG CONCRETE SLAB z OWNER BY OWNER j ~ it K EXISTING FOOTING TO REMAIN(V.LF.) I III O CC p EXISTING GRADE I fJLISTING GRADE/ `---J O G S G S n PROPOSED SECTION a W SCALE:1/4'm 1'-0' SCALE:1l4'=,'-0- n FRONT ELEVATION (EAST) SCALE,14-=V-0• n RIGHT SIDE ELEVATION (NORTH) BABLE:,14=,-0 -4=OCHIN F-001DIFWEFOR PORTION OF FRAMING CONSTIRDETAILS ETAILS UCTIONTOREMAIN �11TSTA RWAYNOTES: NOTE: v NOTE ROOF CONSTRUCTION: STAIRNAYSKALLNOT BE LESSTRAN 3E IN CLEAR WIDTH ISSUE/DATE: ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE •ALLEXTERIORWINDOWSAND DOORS SHALL MEET MINMUM DESIGN PRESSURE OF 4D,UNLESS NOTED OTHERWISE. CEDAR ROOFING TO MATCH MAIN DWEWNG -ABOVE HEADROOM ISSUED FOR PERMIT-62V2026 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVEIHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RVERHEAD SHALL HAVE WIND BORNE DEBRIS VENTGRm READROOM EWLNOTBE LESS THAN B3'HfiKURED ISSUED FOR PERMIT-V72025 PROTECTION AS DETAILED ON SHEETA300. PROTECTION AS DETAILED ON SHEET A300. 300 BUILDING PAPER ICE AND WATER SHIELD ON VERTICALY FROM TREAD NOSING AMENDED DRAWINGS-BF122025 ENTIRE NEW ROOF(UNDER412) -A FUGHT OF STAIRS SHALL NOT RAVEAVERTIGILRISEO 11Z'COX SHEATHING 1 151'WRHOUTALANDMG. ISSUED FOR BD.REVIEW-1242026 2■8 ROOF RAFTERS RISER HEIGHT SHALL NOT BE MORE THAN S. (R35)CLOSED CELL SPRAY FOAM INSULATION 8114•HIGH AND ALL RISERS IN FLIGHT OF STAIRS SHALL NOT DIFFER MORE THAN 3W. 18'-0'MNL BLOG.HGT.— t8'-0'MAX BLDG.HGT. SOLID BLOCKWG I TREAD DEPTH SHALL NOT BE LESS THAN YANDALL �— PROPOSED RIDGE HEIGHT TREADS M AFUGHT OF STAIRS SHALL NOT DOTER MORE PROPOSED RIDGE HEIGHT ABOVE TOP PLATES 4THAN Xr. � 14 ALUM.FLASHING I -TREAD N 2ND FLOOR PLATE __ 2ND FLOOR PLATE __ &DRIP EDGE I I MORE AN lie. SHALL NOT BE IESSTHAN 314'PN7NO (SOUTH SIDE) (SOUTH SIDE) MORE THAN 1114'. WINDOW&DOORHGT. m m (NO THSID PLATE WWDOW&DOOR HGTI 2ND FLOOR PLATE ALUM.GU FASCIA BD.. FR a WINDRTR ADS SHALL HAV ATR rtmm (NORTH SIDE) (NORTH SIDE) 1�L1'AZEK TRIM 1 2 29 WINDER TREADS SHALL HAVEA7READ DEPTH OFNOT 5/4x6 FASCIABD.OVER -00 F-00 LESSTHAN IO INCHES Ru W MEASURED BETWEEN THE NEW W NAILER TO MATCH VERNOLL PLANES OFT14EFOREMOSTPROJECION OF m�=++'• SUDMG EXISTING 112'GYP.BOARD FINISH DOOR ADJACENT TREADS AT THE IMERSECTIONSWIM THE NEW CABLE GOGraemw u+ommca.,m Nunn¢ F R WALLAEVANDERTRADSSHALL HWEATREAD DEPTH ss�aoesno-¢cawaimwa i 9 ry ?o earv..9naaa �aeovnwcaoa oa GUARDRAIL AND BEAD BOARD SOFFIT. ROORCONSTRUCRON: OF NOT LESS THAN BINCIffS 1152 MII)ATANYPOOR r¢w.oesnfr. .H. .H. HANDRAILTOCODE PROVIDE(2)V DIA SOFFIT FLOOR FINISH(SELECTED BY OWNER) WRION THE CLEAR WIDTH OF THE STAIR,WITHIN ANY 4 9 VENTS S 24.O..w/WIRE 310TAG.PLYWOOD SUBFLOOR, FIGHT OF STAIRS,THE IARGESTWRUIERTREADDETI M 2ND FLOOR SUBFLOOR 2ND FLOOR SUBFLOOR 2ND FLOOR SUSFLOOR ROORJOISfS(REFERTO PLAN) WI�TREAD MO TTHAt1IX�F0T ST 2ND FLOOR SUBFLOOR ,ST ROOR PLATE 15i FLOOR PLATE ----- BLOCgNG(NOT TO EXCEED 8 FT.) � 195Wd)CONSISTEHTLYSHAPEDWiNDERSAT WALL CONSTRUCTION: W WDOW I DOOR HGTI SIDWG(SEE ELEVATIONS) FUGM OF SMWS/S RECTN7GWVLTRENSAND SITYL WINDOW 8DOOR HGT. TYVFJC WEATHER BARRIER FUCK FSTASHALLBEALLOWEDVBREADESAME 1JZ7CDX D.C. NG NOTES REWAREDTO BEWR@7 H38 INCH IRS EOR)OFTHE 0 o VERTICAL CEDAR 3-(R-21)CLOSE?CELL SPITAV FOAM RECTANGULAR TREAD DEPTH. w 4 W COPARORDINATE INSULATION 5S'TYPE'X'GYP.BOARD FlMSM AWIIDRAO.SHALL BE PROVIDED ON NOT LSSTKW ONE ¢ 9 COORDINATE WITH ,?GYP.BD.INTERIOR / -A AHNDRAIL AIL BE PR: A c A SAUNA SPECS. AIRSEIWNG NOTES: f REFER TO SHEET F-003 SIDE SHUILBENOLE55 THAN 34'AND NOMORE FOR THAN 3S`IN DUSTING GRADE EXISTRLG GRADE SMTESFJWNG 4WORAL"E�• GARAGE EXISTING IRA GARAGE SLAB STRATEGYBTYPICAL 417O N EMER ESHWLNO OF THEPROJECT MORETHAN DLTABS 4W OALSADDSDEOFTHALLS SHALL -1OTLESS 5ADNCERET WALLSALLA HAVE ASPACE Of EL CONC.SLAB TO REWN NQflESSTHAN IIRBETWFEIWALLMOFWIDRAI' n REAR ELEVATION (NORTH) BAALE„4=,-0 n LEFT SIDE ELEVATION (SOUTH) GRADE R32 GUARDS / -011ARDS31AllIIEIPf10VI0EDFORPORil0.`ISOF PROJECTNUMBEIt NOTE: NOTE EX HAUNCHFD FOOTIWG ppBFSIDED WAITING SURFACES,STARLRAL25.AN0 -ALL IXTFRIORWINDOWSAND DOORS SFIALLMEET►9NIMlRA DESKYI PRF.55URE OF40.UMESS AWNED QTNERWISE -ALLEXTERbR WOiDOV15 AND DOOR55HALL 6¢ET 4IN.6:LAB DESKiV PL>ESSUH�OF40.UNLESS NOTED OTHERWISE. TO REMAIN(V.LF.) LANDINGS THAT ARE LOCATED MDRETHMI30rABOVE DK202412 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS FAST OF RVERHEAD SWUL HAVE WMUZORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHffAD,SHALL HAVE WIND4ORNE DEBRIS ADJACFNTSURFACFS PROTECTION AS DETAILED ON SH EETA-M. PROTECTION AS DETAILED ON SHEETA300. {GUARDS SHALL BE NOIE55 THAN 35 H M -GUARDS ON OPEN_ TYP. WALL SECTIONNO NWAMND�aBTA�Y8 HI 6�LL1� /\ LESS 3CROT HAVErPBMM8'IK7ALLO A-002 A .'UAROSSWYLNOT RAVE OPB87GSnWTALLOH OF `� SCALE:314=1'-10' PASSAGEOFAVSPHEE COD PAN TABLER602.3(1) FASENWGSC® EEOFNEWYORKSAIE CONT.TABLER602.3(1) F UEEOFNEWTORKSTAIEJ TABLER602.3(3) jm�2oLIxEFSDENRALCODOOFNREWYORKSTA7EJWALLSHFAINBG6FDfOREi6TWRIDPBSURB(a),ID).(cl DESCRg'IION OF NUmocw nraJ ttPE SPACING AND ULTIMATE DESIGN VIM SPEED lid BEM MINIMAL NAIL M.U.WOOD MINIMUM PANEL NAS SPAO]NG SP G BUILDING HE OF OF FASTENER LOCATION SIRIICTURAL NOMINAL PANEL MAIOMUM WALL VuQ(MPH) STRAP LONG DESCRP710HOF NUMBER AND TYPE STUD SPACING E�lV1ER ITEM BUILDING ELEMB45 OF FASTENER WOOD STRUCTURAL PANELS,SUBFLOOR.ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PENEIRARON PANEL SPAN THICKNESS C EDGES �p WIND EXPOSURE CATEGORY HEADER STUDS TO L PARRCIEBOARD WALL SHEATHING TO FRAMING(SEE TABLE R6023(3)FOR WOOD STRUCTURAL PANEL EXTERIOR SIZE (INCH61 MING (INCHES) (INCHES) IWCHES O.C.) (INCHES O.C.) B C D TOP PLATE ARC I WALL SHEATHRNGTO WALL FRAMING ROOF 6tl COMMON ZED 1131NM dD COMMON 51MPSON'fS20 COBID e ( 12P•0.1131 1S 2410 241D 16 6 t2 140 Its 110 STRAP OR APPROVED 48d BOX I2Y]0.1131 OR 30 )w-Y• (SUBFLOOR.WALL) 6 12 16 6 12 170 140 135 EOWLFROMSTUDTO BLOCKING BETWEEN CELING JOISR 38d COMMON(2JSS0.131'):OR Sd COMMON(2ISW.1311 NAIL(ROOF) BD COMING" 175 24/16 24/16 EXTERIOR HEADERMBN.2CLONG EXTERIOR ' TOE HAS 12SX0.1311 24 6 12 140 115 110 P.O.BOX 250 OR RAFTERS TO TOP PLATE 310E BOX NAILS 2B1:OR ATA LOCATIONS F R VIEW YAPIIAFB(,NY 11980 iR 33k0.131'NMS 31 +%N'-1' etl COMMON NAIL I1Yk0.1]11 6 i2 FORAI INCH=25.4 MM.I MILE PER HOUR v Og47 MAS. VIEW LOCATIONS FASTENAS VIEW 117FPF{OF•�;(631)793,4 48d Box MON05'0R O A PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS.THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN Id INCHES ON PER MANUR SPECS. EMAIL' 380 COMMON(2Yk0.1311:OR IOtl COMMON 13m.14H1 NAIL; CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. _ 2X STUDS SEE 2 CEILING JOISTS 70 TOP PLATE }100 BOX 3k0.12SI:OR TOE NALL Q_ M. IY'-lY' 8d 12XW.131 DEFORMED NA0. d I2 T�Uoc,�xr.aNmtrEXXA ANo 1 B.TABLE IS BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R3DM LATERAL PLANS FOR SIZE 3-M.131"NAILS BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R402.10. ATV FRAMING ANGLE A32FRANNGANCIE nmwaRKTmltnKSLwsNN raTivasNrap OTHER WALL SHEATHING v mrcrs sl�F�Eano• CBLRNG JOISTS NOT ATTACKED 410E BO%(3k0.1281:OR C.WOODSTRUCNRAL PANGS WITH SPAN RATINGS OF WALL-160R WALL-24 SHALL BE PERMITTED AS AN PANELS W7MA7A10 SPAN RARING. AT WBIDOWOPEFJING ATNRI[%)YYOPQllNG moL pcFm usRanav PARALLEL RAFTER.LAPS OVER { PLYWOOD SIDING RATED 160.C.OR 24 O.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A24116SPAN RATING.WALL-16 AND PLYWOOD yin,N�apEeTlo1,®p,oa:ecl�Avpp1[cT 3 PARALEL RAFTER. LAPSNSEL3.I }l btl COMMON(3�SL.16 nF'1 ( IY'GALVANQED ROOflN-NAIL SEEDING I6"O.C.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ONCENT. (1)ONE SIDE OF STUD (1)OI�SO7E OF 6TIID pm®urtrexmTla oocwmNT 43k0.131'NWLS zDbni g �� Of YPPy'y� SIRDCIURAL CELLULOSIC '4j HEADOW6E7ER.OR 1'CROWN 3 6 FASTEN W/(12}BdF1 FASTEN WI(1218d[I A,o puupXTAMµy,.povllAw��ATmwr R802.3.2 AND TABLE R8025.1I9)1 RBERBOARO SHEATHING umorvmlas6mmNec CBIJNGJOISTSATTACHEDTO STAPLE I6 GA.13;TONG 1R NAILS 7R NABS wMwPYRwnNWTYutLME TE16E1) 4 PARALLEL-SRB(KEEL JOINT) TABLE R802.5.1(9) FACE NAB I);'GAIVANQED ROOFING NM. %/ ALL � FFP % : SIN850K L520 AVnarmwlXaHS BAinow¢'rufuLOE.wrlP.e (SEE SECTIONSRB023.1•R80232 RBWSTRERBO CTURALCELLULOSIC AND TABLE RB(Y6S.119J1 74 Nj HEAD DIAMETER OR I'CROwN 3 6 s MIN.IY BEARING COBEDSTRAP MIN.IYBEARING uL flBERBOARD SNEA7MNG s A'£ ON W7BEARIS ORAPPROVED ON WALL STUDS wa,Frs BESKmm STAPLE I6 GA.I Y."TONG pp EQUAL FROM COLLAR TIE TO RAFTER FACE NAIL 410tl BOX(3b1.1281:OR FACE HALL 8y OTTQ40K ARCHIfECTMAL DESIGN,P.G s OR 1Yk20 GA.RIDGE TO 3,111ECOMMON(31m.1461:OR EAACENCH IER IY'GALVANQED ROOFING NAB. Ba, RIM JOIST SMITOIIE♦DER RIM JOIST RAFTER 43k0.131'NAILS 35 Y"GYPSUMSHEATHING STAPLEGALVANQED.I Y'LONG;IY- 7 7 // // TIE MUD SILL }7 dd BOX NABS(3Va�m.1361;OR 2TOE NAIs ON ONE SCREWS.TYPE W ORS SILL PLATE A9N.1Y BEARING SILL PLATE }IOtl COMMON NABS 13k0.1481:OR SDEAND 1 TOENAILON ).---tcws-� ip � i~r ON STUDS CONSULTANTS: 6 RAFTER OR ROOFTRUSS TO PLATE 410E BOX MOO N81:OR OPPOSITE SIDE OF EACH 7 Y'GALVANIZED ROOFING NAB. FASTEN AS PER 4-3k0.131•NA115 RAFTER OR TRUSS 36 WGYPSUMSHEATHNG STAPLE GALVANIZED.I%•LONG: 7 ] e+w CONCRETE FOUNDATION MANUF.SPECS. CONCRETE FOUNDATION 416tl Tat NO13S1:OR l;b"scREws.TYPE W ORS _ OPENINGS EXCEEDING 42 WIDE OPENINGS UP TO 42"WIDE 310d COMMON 131c0.148'J:DR �"'�� N 410d BOX(MON()0.14 TOE NAIL WOOD STRUCTURAL PANES.COMNNATON SUBROOR UNDERUYMENTTO FRAMING % PNIFL ROOF RAFTERS TO RIDGE VALLEY 43k9131.�� TYP.STRAPPING DETAIL FOR ALL FRAMED OPENING ON EXTERIOR WALL 7 OR HEAP RAFTERS OR ROOF RAFTER Id DEFORMED I2)m.12D1 NAIL'OR T $ 1 v....ra TO MINIMUM 7 RpGE BEAM 316d BOX 13I,S.135'1:OR 37 Y.AND LESS 8d COMMON(2Yk0.I311 NAIL d 12 I 246d COMMON(3Y'k1.1 M:OR END NAIL 1 }lOd BOX(31m.12S);OR _ Id COMMON((2y},413 MAIL: I I I ; 6' }3]0.131'NAILS 38 °-T 8d DEFORMED 12Yko.1 MALL d 12yrm WALL IDS COMMON 13.0.148)NAG:OR t B /, v / ONSIRUCRON TYPE DESIGNATION 39 1);7 1➢." Ed DEFORMEDOT4.120')NANL 6 12 R I I I by /"u� / EFLECTIVE RED PANTONE 16tl COMMON(3:$k0.16Y) 24'O.G.FACE NAIL SS 8 STUDTOSTUD T FR EFLECTIVE WHITE (NOT BRACED WALL PANELS) 10d BOX I3T0.I2B^.OR I6'O.C.FACE NAL .y A-T.-.-. 3k0.131 NAILS (2020RESIDENTIAL CODE OF NEWYORK STATE) 916d BOX(3yka.13SI:OR TABLE R602.10.5 MNIMUMLENGTHOFBRACEDWALLPANELS ® IRDERS AND BEAMS INCLUDING STUD TO STUD AND ABURING STUDS 1YO.C.FACE NAIL IRDERS AND BEAMS3k0.131 NAILS MINIMUM LENGTH NCHES19 BRACEDSECIING WALL CORNERS(AT 0 CONTRIBUTING --P""� y C-ROOFFRAMING BRAG®WALL PANELS) I dtl COMMON(3Y'X0.16YJ ICO.C.FACENAIL METHOD WALLHEGHT LENGTH -b R'-FLOOR AND ROOF FRAMING I64 COMMON 13 i'111.IdZ'1 D O.C.EACH (5EE iABIE R60210.4) IWCHESIIT TO P HEADER EDGE FACE NAB B R 9 FI IO FT 11FT 12 FT _I 10 (7T07HEADER WITHY'SPACER) 16d BOX lai-41351 12'O.C.EACH �'1 // ,y FACE NAIL D WB.WSP.SFB.PBS,PCP,HPS.BV-WSP 48 48 48 53 SB ACTUAL NOTE:CONTINUOUS TRUSS IDENTIFlCARON SIGN IN COMPLIANCE WffH 19 NYCRR 1265 LL SHEATHING METHODS 5-0tl BOX I2Y'SD.II3I:OR x 3Rtld REQUIRE ALL FRAMED APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD IN O I, CONTINUOUS HEADER TO STUD Odd COMMON 2/Nk0.1311:OR TOENAIL DWBLESIDED=ACNAI i F ' 3 ( G8 4B 48 48 53 58 PORTIONS OF THE 410d BOX InO.1281 SINGLE SIDED=0.5,ACTUAI ' " " BRACED WALL UNETO BE ACCORDANCE WITH TIRE I914YCRR PART 1265 AFFD®ON W //� // SHEATHED OR ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO > W'^ I COMMON I3 Y50.162-1 16.O.C.FACE NAIL THE EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION. O V 12 TOPPLAIETO TOPPUTE US 55 62 69 NP NP ACTUAL IOtl BOX 13SD.126":OR IY O.C.FACE NAIL LOCATION OF BRACED WALL PANELS 3X0.131"AILS SDC A B ANDC,ULRMAIE DESIGN 3 „�,,, ram. A 2 TRUSS/ENG.LUMBER IDENTIFICATION" DOUBLE TOP PULE SPLICE FOR SD CT &Idtl COMMON(31570.1621:OR WIND SPfID<1d0 MPH 28 32 34 38 42 Z A-D2 WITH SEISMIC BRACED WALL LINE 12_16d 8O(%W.1351:OR FACENAILONEACH ABW 48 FIGURE R602.10.7 O Q 12-IOd BOX(3 4.128'1;OR SPACING.u• 12-34131'NADS SIDE IM FIND JOINT D AND D2 ULTIMATE DESIGN 32 32 3A NP NP END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING 7 ( 13 (MINIMUM 24'LAP WIND SPEED EEE D<MMPH DOUBLE TOPPUTESPUCESDCSDO, SPLICE LENGTH EACH 0 W 01 OR D2 AND BRACED WALL LINE 12-Idd(35%LI3S) SIDE OF END JOINT) SUPPORTING ROOF ONLY 16 16 Id 18 20 48 eotmnuausy7mEA1HFn IeoNron,w,Ky.ea�Ar«Eo REODRFAt 1 SPACNG>25' f cwrtwuouaysrffATr® I cw0wuousyr sNPA aPAys;'p wua� Rehm Patrol:24'fw 6reoetl wol Groa sAeffihad F' eM£a w�LLLLNE r 9FM£Pw�LLLLNE r BiRACFD wAU WJ! 064CEO wALL�I➢IE wiB,vaad ctrucLeal OaMis BOTTOM PLATETO JOIST,RNA JOIST. 16d COMMON(3KS0.1621 IC O.C.FACE NAIL PRE // // //� // / // 3Y Ew Oracedssa0frose6eaNed ILA 14 BAND JOIST OR BLOCKING(NOT 167BO% wffif. duel OBer. . Q BRAG®WALL PANELS) 13$5m.13s1:OR IYO.C.FACENAIL / I DistaMe D:N4•rw MeadweA Ines elrealHed o 35m.131 NAILS III'LW� vnmv 1swcLwal Ponds LL PFG 2d D 30 33 36 1.SKACTUAL / W � BOTTOM PUTS BLOCK! JOIST,RIM JOIST. }76tl BOX(1'4k0.1351:OR 3 EACH 1 C O.C.FACE NAIL 3Y For l-1-II S-i s shed � IO 15 BAND RACEDWALLPANLING(AT 2-1d COMMONM"xD.16Y1;OR 2EACHId"O.C.FACENAIL / WmcWchmftbadrowd (n } BRACED WALL PANEII 4-74.131'NABS 4 EACH 16'O.C.FACE NAIL CSG 24 27 30 33 36 ACTUAL // % / Holddewn 800 Ns da9edly fastened to No Q W Z 3-1tl BOX Vk0.1131:OR A wuy 4r uw o CEn wAp PEST F T LeD o�+cS Fum di.;tldg.W b..d all p..I Z 316E BOX 13Y�m.1351:OR PPtum� Kelm W,wus:owau oyvKEt>c azutfn w�u1A p w wutvum '` N TOE NAIL IPA V 4IDCOMMON I2Y'X0.1311:OR SDC A,B.AND Id 18 20 72 7A 1.SaACNAL WNDIT` sea�aw"e"eEE fouMalbn oribw haminB Below 4IOtl BOX 13k0.128'1:OR CS4'F F3ID CONDI110N1 EID CONDOIONN END CONDRION] END CONOITION4 END CONDfBONS 4-74.731'NAIL$ For SI:11nch=254 ma,t root=304.8-.1 Pound=4A5 N. 16 TOP OR BOTTOM PLATE TO STUD 3,16E BOX(%J O 1351:OR SDC M.DI AND D2 16 18 20 22 24 ACTUAL m 2-16d COMMON(3�B"X0.1621;OR END NAIL FIGURE R602.10.6.4 � Z = 3-1Od BOX(3',0.I2B1;OR ADJACENTCLEAR OPENING BRACED WALL NOTES: METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION Z 331m.131'NAKS HEGNT INCHES B DINE AS }I00 Box(3)0.128°I:OR WALL CONSTRUCTION p ,u mA.as Iwo eB�cwuy PANF..a N D I] 2-I6d COMMON FACE NAIL <d4 Y V INDICATED ON BRACED WALL L v TOP PLATES,UPS AT CORNERS PLANE SHALL BE FxtRNroF,eweawlmooae� /` 34W.131-NARS I31Bk0.i621;OR oAarw+om M�Ro, enncEDwu°TPA MFtuuE AND INTERSECTIONS CONSTRUCTED IN 3-Sd BOX I Y-4.113'1;OR ACCORDANCE WITH R60210 --I� d W O 28d COMMON IZIY4.131°J;OR 68 26 27 30 33 36 OF THE 2020 RESIDENTNL F-FtwTr slxi oRAowmi%PortTia 'i IB 7'BRACE TO EACH STUD AND PLATE FACE NAIL rp�01O TA +8mvns.4�oN 2-1av Box(3]m.1281:OR CODE OF NEW YORK STATE. _ 2 STAPLES 1% 72 D 27 30 33 36 2.THE MAXIMUM SPACING sHEA 3Nid BOXI jW.1 I31:OR BETWEEN BRACED WALL e°sv,°+�vtrwuiv.°NrAz° Tel Aso roawo 2_8d COMMON 12Yk0.1311;OR ONES SHALL BE 60 FT. me ,ro P41�Oufy ra++KrrT�aAOEnsTFsy�HPAoPA PAowIUTmO w+acEDwAULJxE ISSUE DATE. I9 Ikb"SHEATHING TO EACH BEARING 2-IWBOX(M11B"J;OR FACE NAZI )sPAtm is lsFO.BwcEax aF _ + _ 76 30 29 30 33 36 E wso tns a ISSUED FOR PERMIT-6232024 2 STAPIS.I-CROW 16 GA lY'LONG 3.BRACED WALLS PANELS AareN rRAORA wnNo� oP 38d BOX I -x0.7131;OR ARE FULL-HEIGHT SECTIONS Diucmwnu vAY¢ CZ vAri�oeoz N6Kswraoo vAxFye�� P rero ISSUED FOR PERMIT,1l7Y2025 3NId COMMON(ZYW.1311:OR OF WALL BRACED WALL PATiE1Q" TH,A,o y� AMENDED DRAWINGS-8l12A2025 3-I0d BOX(350.1283;OR SO 32 30 30 33 36 PANELS SHALL BE erAAm wwarANFa 3 roduacsTw sIPAA PEn nsRs s ss""+A roc ISSUED FOR B.D.REVIEW-W420M 1kSAND WIDERSHEARRNG 3 STAPIS.I-CROWN.Id GA IY'LONG CONSTRUCTEDANDPUCED : r&iOm eam etaKSaaFFMTO TG CpyOr� Tw. 21 WIDER THAN IW FACE NAB ACCORDING TO BRACED Nucan wua pu+¢ Q 2 TO EACH BEARING DERS e4 35 32 32 33 36 tam oat v arotmE6mEOFsw:Anmw 48d BOX(2Y")0.1131:OR WALL PLANS AND BRACING yy Ky ---.F�TFe=. 38d COMMON 02'47311;OR METHODS SPECIFIED 3 3 nawwa Loa aw aio.a 31Ov PO%13'M).1281.OR 16 A.')';'LONG 88 35 3232 33 36 4.BRACED WALL PANELS 4 STAPIS 1'CROwN G R1Vos, SHALL NOT BEGIN MOM .MATED suslTYv. FLOOR THAN 10'4r FROM THE ENDS v "Uw6 1H ovvAFm.vFRTAIse Pem Los FP' 4ad BOX 12Y•)0.17 OR 92 43 37 3s 35 36 OF THE BRACED WALL LAKE awPH oaveRA9r PosT 31: THERE SHALL NOT BE MORE �wALLFD�P�wAA '' auue6noF+soc�'ON 38d COMMON 121$km.1311;OR TOENAIL THAN 20'-0•BETWEEN TWO eenm Amr OFaPMm wuavAm z>e v+evu rAe�s }I BO% .1281;OR 96 48 41 38 3d 36 B 21 JOIST TO SILL TOP PLATE OR CARDER W TJS0 RACED WALL PANELS ON �rcRAm •r- 33)0.131 NAILS THE SAME BRACED WALL RIM JOIST,BAND JOIST OR BLOCKING 8d BOX k0.1131 4'0.C,TOE NAB UNE, - S"[ - ui 22 TO SILL OR TOP PLATE(ROOF Stl COMMON(2zW.1311:OR 100 - M 40 38 38 For SH.1 itM°MA APPLICATIONS ALSO) IOd BO%(3k0.12B'}:OR 6'O.C.TOE NAIL CS-WSP. 5.ALL EXTERIOR WALLS FIGURE R60210.8() wwvrn+mNsno Tv-s[ow E 310SOX13ABS Css� ACTUAL SHALL BE CONSTRUCTED IN BRACED WALL PANEL CONNECIION WHEN PERPENDICULAR TO OVER CONCRETE MASONRY BLOCK FOUNDATION 38d BOX( ''W.113TOR 104 - 49 43 aO 39 ACCORDANCE WITH THE FLOCIR/CELING FRAMING FRONT ELEVATION SECTI23 O YounAT6 I'W SUBROOR OR LESS 2-0d COMMON(2)SW.7311;OR CONTINUOUS SHEATHED TO EACH JOIST }TDd BO%(3k0.,2S1;OR FACENAII STRUCTURAL WOOD PANEL 'm'oA owYim prros. 25TAP1E I-CROW 16 GA( LONG IDS _ Sd d6 d3 41 METHOD UNLESS umwFxO ewnaEm OTHERWIUNLESS NOTED.THE % 2A 2SUBFLOOR TO JOIST OR GIRDER }16tl PA%13Kk0.13YJ:OR BLAND AND FACE NAIL PLYWOOD SHEATHING SHALL /�, � . 2-16d COMMON 13;7m.1621 112 - - Sp a5 tl BE STRUCTURAL GRADE AND NOT LESS THAN IW IN Y PLANKS(PLANK L 3.16tl80X(31k0.1351;OR ATEACHBEARING. THICKNESS. mm��soiyt' AED AF 25 BEAM FLOOR S ROOF) 2-I6d COMMON(3y50.1 tT E h 621 FACE NAS HUES - - 55 48 45 6. }16tl COMMON(3yk0.167J:OR SHALL BE HAULED OR WALL PANELSm��w °`� 41O BOX 13.ON rJ;OR SCREWED IN ACCORDANCEOVER eF.ewewvwomN]woam� �� O 26 BANDORRIMJOBTTOJ06T END NAIL aB.Km.0 ePwmwNypw,K� OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION 43ML131(M.72); la) - - 60 52 48 SCREW D04AR6ORDANCE eAraw � WITHIN (h1QlE pwrtAysea-wnsgeoFSrOrLApoKn PL A76T1 ,A 43k14 GASTAPIES,%CROWN NAILS EACH THE 2020 RCNYS. DYER AS _ 20d COMMON(4)0.19NT:OR FOLLOWS:3DRGAT10P. 124 _ _ _ 56 51 7.BRACED TEDBYWALL PANELS ARE a wuc Ana wiuivw y �;,� Few, ia 1°` .a.aFaa� y1. azEh�oef ,r O.C.ACE STAGGERS) w "c,�mcwoA�o j -C OF NE`Nr NOTED BY THE FOLLOWING: P''1°' A' 260.C.FACENNLAT TOP SHEATHED COMQOl0U5 _ To IDtl SOXT3X0.19Y);OR ANDBOTTOMSTAGGERED 128 _ _ _ 61 ri4 STRUCTURAL PANEL BUUTUPGRDERSANDBEAMd. 3yp-131'NAVS ON OPPOSITESDES D 24 NCH LUMBER LAYERS 132 - - - 66 SB 6.CS-PF=CONTINUOUSLY TV - %%%• /'r%i AND. SHEATHEDPORTALPANEL slacao°Mio+roz /�/ 24MCOMMON14X0.192T:OR FACENALLATENDSANDAT CGET=GYPSUM BOARDTarsi p wuy Puny FRONT ELEVATION }IWSOX(3X0.1281:OR EACHSPUCE ".emm"'�w„"'niarre'"�w,"TwW'°°°""'X" SECTION w PROJECT NUMBER: 3-3W.131'NAILS 136 62 B.THE ENDS OF THE BRACED FIGURE R60210.8(2) w,rar WALL LIKES SHALL BE BRACED WALL PANE_CONNECTION WHEN PARALLEL OVER RAISED WOOD FLOOR-OVERLAP OPTION DK202412 H660%(3A1 MI D.13S):OR CONSTRUCTED USING ONE For 5I:1FN=25A ma TO FLOOrCEEUNG FRAMING OwtoAF Pom.¢ma,.n.,ouPewm woon Alueowml Forstt"sxJl.g4 mAl tivp•m4A mn 2B LECJGER SfI✓1PSUPPORIRIG 316d COMMON I34W.I62):OR AT EACH JOIST OR 140 - - - - 66 OFTHE METHODS SHOWN JOISTS OR RAFTERS 4TD,IBOX 3W2Sj;OR RAFTER.FACE NAB BELOW' 4 BRACED WALL PANEL CONNECTION .._."` 5 CONTINUOUSLY SHEATHED PORTAL FRAME 43)d1.131'NAQS �mw sca.,a P BRMGiHGTOJ06T 2-I0tl PS43281 EACH END.TOE NAIL lu - - - - n F-001 0F F 5 SIDING/CLADDING MIN. Z ABOVE ROOF SURFACE AND COVERING n_omxwTe FLAT ROOF NOTE FLASHING AT LEAST T O;xy �aF1w� PROVIDE H2A SIMPSON BEAM&STRAP // •',:,.�;, EXTEND LEAK BARRIER A Torus �. °: STRONG-TIE ON INSIDE PAC�•1iECR17AL LEAST S UP WALL. Nr imus OF STUD FASTENED TO DESIGN (2)NAILS PER STEP° FLAT ROOF JOISTS 40 1 P.O.BOX 250 YAFHAW NY119B0 TELEPHOP.E'(831)793,4608 INDIVIDUAL BASE _ S�P.,oD EMAIL OMLMSSNGER@DKARCHDCGKRlOal RASHWG SQUARES 6o L� � Str°R¢TIe HRC22 WOVEI�,W1 Ti2EEHxxE5ro H1w HW,mt.Mr®�LASNNI6HnxEnTs EVEN®'�P D e_, ,vw ec�n emrw nA•ICE 15U RIDGE maFcssnei.��sc mncmevrnn°s 'kip +5 FIASHI SL PE xus eeHNa9 AOWRLR)ALLR9GrLPr_ N oxHiH6ci FROM EXPOSED EDGE OF NHA SHINGLE AND EXTENDS 611p SIMPSON STRONG-TITIE"ITEM:H2A CORNER Slm1g-Tie HCP ,� µNy��U,w sumram OVER UNDERLYING -i Nrz ry TYPICAL RAFTER SIMPSON STRONG-TIE'ITEM:C520 SU+IP30N STRONGTIE'REM:LSU b C520 ME. �O s TYP.RAFTER TO STUD ALTERNATE RAFTER TO CONNECTION WHEN RAFTER RAFTER TO RIDGE TYP.HIP RIDGE&CORNER OVER AP EACH OTHER T CONNECTION STUD CONNECTION AND STUD SPACING DIFFER m RAFTER TO RIDGE CONNECTION BEAM CONNECTION CONNECTIONS APRON W/HEMMED SCALE:N.T.S. 2 SCALE:N.T.S. 3 SCALE:N.T.S. 4 SCALE;N.T.S. 5 SCALE:N.T.S. 6 SCALE:N.T.N.T.F. C2a 0KARLT1IfEC11rt+AL DESIGN.P.C. EDGE D SIDE WALL FLASHING DETAIL C O N S U L T A N T S SCALE N.T.S. EXTEND , • - I- NON-CORRODING METALCOUNTER FLASHING OVER ACI BASE FLASHING C520 r / (2)NAILS PER STEPSIMPSON STRONC-TIEl ITEM:ACZ FLASHING POST&BEAM CONNECTION � h ASPHALTIC PLASTIC 12 CEMENT SCALE:N.T.S. 3 INDIVIDUAL BASE SIMPSON STRONG-TIE'REM:CS20 SIMPSON STRONG-TIE'ITEM:LUS SIMPSON STRONG-TIE'REM:JB/BA SIMPSON STRONG-TIE'ITEM:HB SIMPSON STRONG-TIE'REM:GLTV/HGLTV •( )/ FLASHING SQUARES WOVEN INTO SHINGLES: FLOOR TO FLOOR CONNECTION FACE MOUNT HANGER TOP FLANGE HANGER TOP FLANGE HANGER TOP FLANGE HANGER PUCE METAL STEP B 9 1 O 11 FLASHING JUST UP-SLOPE SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE N.T.5. a - n FROM EXPOSED EDGE OF SOLID SAWN LUMBER CONNECTIONS 0 SOLD SAWN LUMBER CONNECTIONS 0 STRUCTURAL COMPOSITE LUMBER CONNECTIONS 0 STRUCTURAL COMPOSITE LUMBER CONNECTIONS Vj SHINGLE AND EXTEND S' ZX STUDS,SEE PLANS 2X PLATE, T MIN ° O OVER UNDERLYING SEE PLANS ~v[ SIDE COVER W \ / SHINGLE AND SUP WALL HDU5SDS2.5 LJJ ,N -STEP FLASHING PIECES SUB-FLOOR \i 1 SEE PLANS PLATE •m�•,.• OVERLAP EACH OTHER T b •1 s. y� RIM JOIST,SEE PLANS APRON W/HEMMED PORTION WASHY I I SIMPSON STRONG-TIE'MRAB 0 'SLIIPSOM LTP4 CONNECTORS EDGE ORAPPROVEDEOUANECO.G. '; POST&BASE CONNECTION Q FASTEN W/12-Ed 7 NAILS i� CHIMNEY WALL FLASHING DETAIL 'S'll STRAPS OR 13 SCALE N.T.S. APPROVED EOUALAT EVERY STUD, Q W 2 17"MAX.CLEAR SPAN I` I I •O' +•�•�+ SCALE:N.T.S. FASTEN PER TABLE 3.4B \ ......+..�,.a ��d AS PER R403.1.6.59 DIA ANCHOR BOLTS,23.O.C. (S� UNLESS NOTED DROWSE MN.7'EMBEDMENT p, �: MIN• s (1)A4REBAR IN SHEAR MI AND MIN.SPROJECTION BOLTS SHALL BE LOCATED a REBAR A - CONE-IT MIN.REBAR EXTEND CRICKET INTHE MmDLETHOtD OF THE WIDTH OFTHE PLATE LENGTH LENGTH SIMPSON STRONG-TIE'ITEM:LBPS �I � O LL r MIN.3'X3'WASHERB NUT'SIMPSOM THREADED ROD EMBEDDED r FLANGE MIN LBPSSB OR APPROVED EQUAL INTO CONCRETE I/TFROM SIT DIA.BOLTS&3'k4k1/4"PLATE WASHER: it •^^••^^ Q UP ROOF DECK ,kP�S' . CORN (2)PRESSURE TREATED SILL PLATE SEE PLANS 1 STORY 4➢7T O.C. (n }' COPPER TERMITE SHIELD 2STORY®3FO.C. . .per W Z SIMPSON STRONGTIE'REM:HDU SIMPSON SIRONGTIE'REM:STHD 14RJ 3 STORY®2T O.C. ' " �`� C Q FOUNDATION WALL,SEE PLANS WITHIN 1T FROM END PLATE Z t' MIN.1T 0 EA.OUTSIDE EXTERIOR WALL CORNER 4D EA.OUTSIDE EXTERIOR WALL CORNER MIN.(2)PER PLATE m ALTERNATE ANCHOR BOLT DETAIL T CRICKET RIDGE �p Y `° ,.':..m DOUBLE SILL PLATE ALTERNATE CORNER SILL PLATE TO "��^� TYPICAL SILL CONNECTIONS AT V CV Q J MIN.6"UP BACK A 1 h��1�, HOLD DOWN FOUNDATION SILL PLATE TO FNDT.(SLAB) GARAGE WALL LOCATIONS LL.I C7 m OF CHIMNEY r,,rcL' :�.. # >,a 14 TO FLOOR TO STUD 15 CORNER HOLD DOWN co IHD 19 Z SCALE:N.T.S. SC 16 ZALE:N.T.S. SCALE:N.T.S. SCALE N.T.S. SCALE:N.T.S. SCALE:N.T.S. SEAL SHINGLES 10 C) METAL FLANGE W/ FASTENER NOTE: ASPHALTIC PLASTIC 1.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON STRONG-TIE WOOD CONSTRUCTION CATALOG-LATEST EDITION.INCORRECT FASTENER QUANTITY.SIZE,TYPE,MATERIAL,OR FINISH MAY CAUSE THE CONNECTION TO FAIL. X (D ,O/1 CEMENT O. LL T-- 4/J CHIMNEY CRICKET DETAIL NOTE:R905.1.1 UNDERLAYMENT.UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR ASTM D 4869 TYPE I&II. NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN SCALE:N.T.S. R905.12 ICE BARRIER AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO 'SIMPSON'CS2D COILED STRAPS ISSUE/DATE: EXTEND END OF SHINGLE MIN. EDGES OF ALL ROOF TO A POINT AT LEAST 24'INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.TYPICAL RESIST CORROSION FROM PRESSURE TREATED LUMBER. OR APPROVED EQUAL AT EVERY ISSUED FOR PERMIT-6232024 IT BEYOND VALLEY CENTER RAFTER MAX SPACING IF O.C. ISSUED FOR PERMIT-122025 ALL ARCHITECTURAL AND THREE AMENDED DRAWINGS-BM22025 LINE&FASTEN TOP CORNER —TOP PLATE ISSUED FOR B.D.REVIEW-1242M STAGGER FASTENERS TAB ROOF SHINGLES TO RECEIVE MIN.6'HORIZONTAL LAPS 3� r }C' M BOLTING BOLT SPACING IN 2 ROWS (6)FASTENERS PER SHINGLE OR UNDERLAYMENT k^K PATTERN SIZE(d) (S) TMIN. SS MIN.FOR2x8• AS PER MANUF.SPECS. E-HEADER 6.S MIN.FOR 2.10 MIN.6'OVER iD s .,�. A 12• t2• SEE PLANS _ (1)'SIMPSOM KIZ HURRICANE TIE SEE LEAK BARRIER. . ,d SMAX 7S MIN.FOR 2 x 12 VI EACH 620R APPROVED EQUAL AT CENTER FULL WIDTH B 3I8• 12• O 3M•MIN. ICE EACH RAFTERTHIS ID O.C.MAX ROLL OF LEAK BARRIER C SIB' 1T BARRIE (2)Ed L OF FOUR SIDE IL RAFTERS -DO HOTPLATE -SIMPSOM LTP4 CONNECTORS LEDGER AS PERSCREW ABERBOLT SPACING •D6TANCE SHNL eE PE=M TD BE FASTENERS WITHIN 6" D 3I4• 12• (TOTAL OF FOUR Ed NAILS INTO RAFTER) OF CENTER UNE BOARD AS PER R5072 BEDUGFR—T Av,0 scrtwSARe TA'MIN. Ed NAILS INTO PLATES T LnNL o TORBOLTSPA TDATEDI/ XS (TUTS) (21 TW.TOFLAG BLREN'STOATTAd12%tl (BJ M NAILS INTO STUDS EXTEND STARTER STRIP rt OF BOLT IEDGDL TD 2%4 BAND JOISTS. MIN.(2)2x4'S DOUG FIR M2 ACROSS VALLEY _I, ts� (x) (s) (x) (s) (m) OR BETTER PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS MIN.IT BEARING MINAT b WEAVE W/ _ OPPOSITE SIDE STARTER y�(a MIN.7/1F SHEATHING 1O1r%ow'nior°ri STRIP SHINGLE Nav u 'SIMPSOM CS20 COLED vEcnunaux1Ocm�'.ws.mr�> coerce STRAP ORAPPROVED FQUALAT CUT OVERLYING SHINGLES TAWAY FROM -� ~ NOTE SIDING EVERY STUD(MAX.iF O.C.) VALLEY CENTER LINE-CUP SHINGLE CORNERS 1 1 •SIMPSoN•CSIBSTRNPS REFER TO'SIMPSON' SHEATHING FASTEN AS PER TABLE 3ABw1 AM45'&SEAL VAUEYSHINGLES TO EACH OTHER --- ----V-- --Y--- FROM SILLTOTOP PLATE MANUFACTURERS FLASHING FOR WATERTIGHTNESS ITBEARPIG ON STUD SURFACE W/ASPHALTIC PLASTIC CEMENT BEAM ELEVATION SPECIFICATIONS FOR 4(d) ALTERNATIVE APPLICATIONS DECKING MIN.IT BEARNG n CLOSED CUT VALLEY DETAIL n n •501PSOR FACE MOUNT HANGER SCALE:N.T.S. I I ORAPPROVFD EQUAL TO MEET A FLITCH PLATE BOLTING PATTERNS II ) HOLDOWN CONNECTORS 1ANINAJM UPLIFT OF BOO PSI WOOD �pED ARIA SCALE:N.T.S. INSIDE H FORM SEE BEATING AS MR MODEL TYPICAL WALL FRAMING DETAIL I I I I DETAIL 12 FOR MORE INFO. PATTERN AS PER MODEL NUMBER 2 REFFRTO MANUFACTURER 9 4' BEARING WALL 11 n I I H hLEDGHt WITH FASTENERS IN SCALE N.T.S *o I I ACCORDANCE WITH TABLE R5072 MAAX R LECTE /3(4'OBE (2)•SIMPSOW-Iw 'L- SELECTEDw/3H4'SUBROOR •'.�.r:.......:...... ..... D TIZ MIN 750 Le.CAPACITY AT LOCATIONS. CONNECTORS OF •lOe :-......-;.•:.-:;---•:..........} MIN.3500 PSI CONCRETE WALL FLOORJOISTS EVENLY DISTRIBUTED ALONG DECK AND ONE SNDSPACING i6"O.C. :".•:: :•:: :.. ........'•:'�}. WITHIN 24.OF EACH END OF THE LEDGER MAX(ONE EACH SIDE) SOLID BLOCKING UNDER ......(fti_.._. :::�::::...::. NOTE HOLD DOWN DEVICES SHALL FULL ENGAGERM BEARING WALL TYPICAL :::..7:'::.T:::..:::::.: .. (8)8A NAILS TO STUDSJOIST I ��•:: :::::•:::•:•:�::::-:� THIS DETAIL ISAPPLICABLE DE42C JDlsr PFR HOLD DDYm MANUF. (8)Bd NAILS TO STUDS I '::•::'.vl:::::::::•::.�:..:..:::::..:::•::-::•::.:: : WHERE FLOOR JOISTS ARE FJ.(NEFER TO PLANS) •.:::-;::;:•;;;;;;}:-::::::......:::::.:::::..:...:::.::::.:::..:.:: LAGSC EMPRIEm3'FD IMIN.R INDIVIDUAL MTI_FLASHING PARALLEL TO DECK JOISTS LIIG SCREW ION TO 1.EN ER PLATE SOLID EQUAL CONNEC6'ORTORS APPROVED PROJECT NUMBER: 3'PENETRATION TO CENTER PLATE, EQUAL CONNECTORS JOIST SPACING .••••..•...••. STUDS.OR HEADER SQUARE WOV@11NT0 SNINGlFS •ENGINEERED LUMBER SHALL BE --"'•-- EACH RACING 18'O.C.MAX(ONE EACH SIDE) CALCIMTED N ACCORDANCE BEARING WALL EACH BAY (B)Bd NAILS TO FLOOR JOIST DK202412 W ASCEa-16(TYPICAL) WALL DETAIL @ GARAGE WALL (B)Bd NAILS TO PLATE 4 OPEN VALLEY DETAIL TYPICAL OFFSET BEARING FOR 2X LUMBER RETURNS&BETWEEN GARAGE DOORS LEDGER BOARD CONNECTION DETAIL 30 TYP.CANTILEVER FRAMING DETAIL SCALE:N.TS. SCALE:N.TS. SCALE N.TS. RGURE RSQ72112, SCALE:N.T.S. SCALE N.T.S. C OL 0FF 5] TABLE R TYPICAL AIR SEALING DETAILS INSULATION AND FENESTRATIONR REQUIREQUIREMENTS BY COMPONENfD i eur4Te w r v .v . CEMENT BACKER BOARD a-s• du + tD(TERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT n•s +w PLYWOOD/OSB SHEATIUN °qe�+ — bse a. ,n,b 250 CONTINUOUS BEAD OF SEALANT P.O.BOX1)7 ONTINUOUS BEAD OF ADHESIVE TELEPHONE G31)T7934608 eaew�a a¢e by eo.m +n.n ONTINUOUS BEAD OF SEALANT PORCH RAFTER — EMAIL' w m ns m n• rvi TUB SURROUND 'vrJ (. 2T LEDGER ON TOP OF W FRUAMM�R-FA— SHEATHN BEYOND (—FLOOR ASSEMBLY4 DANH(ISE4RG6Z�DKARCLmFBKiNCOM WEATHER BARRIER kwurmkwmramem.mbmki.n+nmewmeilLBb '� U AND ING HEATH INTERI NB UNR CONTINUOUS BEAD OFFLOORASSEMBLY—� ACCBS TO+ISLAB WOOD FRAMESOFFR.y. ONTINUOUS BEAD OF SEALANT INSULATION LE AT NB AT EXTERI R.m INSUU INSULATED OR DWALL ASSEMBLY .nssurorsy m .wosws...m•idiradwaiae•:mm.wm.w®mm.e�,..m oes""<wr;,,wo bneuM.e u. ranusmrm wcros mm•nw.. PROVIDE BLOC G STUD CAVITY PROVID SHEATHNG we°roenw�+>ewmeemmereceme.maaimmm°mm:m,me egp.eywm e-.mw r M�. ONTWUOUS BEAD OF SEALANT FATEXTEFtIORWALL PRIOR70w.eak. ��"(� P�� CC65 PANEL MIN-PROFlLEW THINGEMBLY BUILDING PAPER/ ° 0� r INTERIOR GYPSUM WALLBOARD TRIM AS RE-0U62ED CONTINUOUS D SEALANT ¢ i .w.anm wed®nioabn ewe.¢m:°rwa>a.u,¢ rounmaee -!v'-' AS AIR BARRIER WEATHER BARRIER ur+'°°"s''aeseadm co.W.�e..ee�ewwkewswu:mar�meew.mw'�°a�.p°.�a•rmewai¢m.or��W+ee N6H CEILING CONTINUOUS BEAD OF SEALANT L Nac<wdmce.unsemenmvsvw+.cmde+nu°ac¢°.t,•e roo°+�neEdnowwrwkmmenrab°rw EXPANDINGFO 02024 DKAALIIRECNRAL DEBIGN,P.C. f--WOOD FRAME—) I, FLOOR ASSEMBLY CONSULTANTS: TABLE R402.1.4 EQUIVALENT U-FACTORS. RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/SHOWER BUILT-OUT SOFFIT 2 3 4 5 n�m o4� LOOR ASSEMBLY INTERIOR INSULATED WALL BETWEEN «Nw, ek.oa �ememv°ww.cdceemiwoawea w+e. . c.wew:..aaun a°''°i.:wi� omik�a�;'mma:�a,m,wu.em°n,nm roe - SPRAY FOAM INSULATION CONDITIONED SPACE AND ATTIC sO°m,earaeenbu wasmm enr.i.iro .:mwemw,nmeeiwee•ooxn _ CONTINUOUS BEAD EXPANDING FOAM SEALANT OF SEALANT ROOF SKYUGM OUGH STRINGER PROOF RAFTER REAB� GYPSUM BOARD RIDGE INSULATION FIREPLACE UNIT (BOTH SIDE OF WALL) R-V LUEAHICKNESS PER CLIMATE INSULATED EXTERIOR EXPANDING TABLE R4..4.1.1 STUD WALL AIR BARRIER AND INSULATION INSTALLATION EXISTING BAND JOIST EXPANDING FOAM SEALANT INSTALLINTERIOR SH THING" FOAM CONTINUOUS BEAD OF PRIORTOINSTILLATIO OF SEALANT PREFAB FIREPLACE 1 1A° ° INSTALL I"RIDGE eea•emmn TM „r;,,,y�,,,,,,,eb,,,,,;p°c,,,N,,,ro °r� bmuimnmmrrovwmawmv INSULATION AT BOTH INSTALL SHEATHING AT ATTIC CONTINUOUSBEAD wbw,k,, SIDE OF SKYLIGHT SHAFT SEALANT PROVIDEINTERIOR W �� .m pnkmin•memwaa kersaea. HORIZONTAL AND SHEATHING AT me ee�«n�,neao.oc VERTICAL POSITIONS CAVITYINSULA710N EXTERIOR WALL AND ul wnm.ne.erw m° 'mrywwm mo m DRAINAGEPIANE (LEAVES/WGAP FOR ATTIC INSULATION CEILING PRIOR ae„mceayu�nweee ea rorwee necsu'ae.one aof°:�nenw¢m. 1°0 Vie:.m"u•m•ownc INSTALL EXPANDING EXPANDING FOAM) YP.BD.LINER ZC_BLOCKING WOOD FRAMESOFFIT TO SOFFIT ASSEMBLY rowe ee'ic w aim>eoew+nm�wme. FOAM Sf:AL1NT AT IXPANDIN ASSEMBLY _ INTENTIONALGAPS (—WOOD FRAME FOAM SEALANT Z / �n�io.+meee•a"au wm„� ,ayey cm °° �e,plk. ATI"RIDGEINSULATIO FLOOR ASSEMBL CONTINUOUS BEAD Q ie•pemmeiv+ a CONTINUOUS BEAD CAVITY INSULATION SECTION THROUGH STAIRWAY SECTION THROUGH WALL OF SEALANT 'Q'^ w+n,ma+:y,n Rid'•'B.mwewnerewe°o m�ecmea.en OFSEALANT F_ V °°°° +.m°un.mnwmacm'oo ova MINIMUM I/2DRIP me°m.m.mm m.mrvA.. 0 0 1"RIGIDINSULATIQN CONDITIONED/ p W SOFFIT CLOSURE e:epmaa:aa.¢»mkwk.. ¢inpibdrf IsYecb:W. SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT Q 2 �— w+fNtslmbnuW CetxMm,• CANTILEVER FLOOR 7 g 10 11 o� ,,ww prom�nmwro.m wend ca+wwweea ben mm m. mnen am�mm e�wn •mw aiwb°°weeWrg.awm�MN bwb°rr4g C mhv ��me+nm W Zwa•°.w°`nn ? ',�w. +M.,b a°"sbo>;�rbn� w� epn�' VENTED AIRSPACE Q Q r°Of'°`® wCO+'•n ..Rpx°biro•a MANUFACTURED THIN-PROFILE m''mwwccwa mroueee .w+. ATTIC VENTILATION BAFFLE CONTINUOUS BEAD ZO v.mn o.meon.• xNeewxeuaee — (FULL WIDTH) OF SEALANT CAVITY INSULATION U (V Q J _ erweem PROVIDE RIDGE INSULATION CONTINUOUS BEAD W O _^'•^ ..m.a — emmmiouw BAFFLE AROUND VENTILATION CHUTE-FOAM SEAL PERIM CONTINUOUS BEAD OF SEALANT OF SEALANT z T •kro erobaee wwmee keN.een mow°emwe _ OF RIDGE INSULATION °cwmiwwem•v m PROVIDE STUD CAVITY CLOSURE CPANDIN USMINIMAL brrL+.•,ru+m.enu. ¢� scm rmwkmwean me wnbn m•mn ONBACKSIDEOFEACH STUDfBARRtER CEILING GYP WINDO NGFOAMR QCASAS AIR BARRIERM BOARD WINDOW PERIMETER Ix _ O x CONTINUOUSBEAD CL Lu r y> OFSEALANT CONTINUOUS BEAD OFSEAIANT WINDOW UNIT AS ISSUE/DATE: CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL gIRBARRIER ISSUED FOR PERMIT-67320M ECTION EXPANDING FOAM AT ISSUED FOR PERMR-1//2075 racmcmrcnae oo.ceene.+w.m emeaeN.o.-wa'ea — WINDOW PERIMETER CONTINUOUS MINIMAL AMENDED DRAWINGS_gryp/pZ5 �—FROM DE SOLID BLOCKING W AI GFOA AT ISSUED FOR BD fERe.REVIEW-1RA ,.e+wwwaroiueroyve,mm,mn BENEATH KNEE WALL WINDOW PERIMETER nerogern°°b wavvm•mua.••mwvim w�m�.amm. - -d cean wcw.pnwxnmeaqur CAVITY INSULATION CONTINUOUS BEAD na.k.n ro c..n.a cmc.rra nrwa OF SIAIANT,adeew+emee na na.,mnwk M 1 CONTINUOUS BEAD Cai°ro w — WINDOW AS OF ADHESIVE wm'.w°D�'ww1°°a me.m w w AIR BARRIER CONTINUOUS BEAD CONTINUOUS MINIMAL OF SEALANT CEILING&KNEE WALL INSULATION EXPANDING FOAM AT WINDOW PERIMETER R4031 EQUIPMENT SUING AND EFFICIENCY RATING(MANDATORY) CONTINUOUS BEAD HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED 12 OONTWuO SBEAD °t+ F -2 ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED HEATING AND COOLING CALCULATION METHODOLOGIES.NEW OR REPLACEMENT HEATING AND OF ADHESIVE e¢aww>IT �me�nw COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE IC INSULATION CONTINUOUS BEAD CONTINUOUS BEAD MINIM TTIC FLOOR FRAMING OFSEALANT OF SEALANT U A M REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS ° INSTALLED OLD INSULATION ATHER FJDEPM PER CLIMATE OMPRESSIBLE WFATIIERSIRIPPING AT PERIMETER OF ENCLOSURE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED CONTINUOUS SILL SEATER FLAIL WIDTH OF MUDSILL GYPSUM BOARD BOX ENCLOSURE - ATTIC INSULATION 1 FOUNDATIONWALL AS ATTIC FRAMING \/ ; AIR BARRIER 4�PED ARC SPECIFICATIONS: \\/\\ CONCRETERAB AS 9 REFER TO ENERGY CONSULTANTS CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION CONTINUOUS BEAD \ \ \° AIR BARRIER d AND MECHANICAL SPECIFICATIONS. I OFSFAIANf MECHANICAL LATCH TO PRESSUREQ+- E%PANDING FOAM SEALANT AT PERIMETER SEAL AT WEATHER STRIPPING ADDITIONAL SPECIFICATIONS: DRYWALLC®INEAD OF SEALANT MANUFACTURED PULL DOWN STAIR WR00WS AND SKYLIGHTS:0.30 U VALUE.0.30 SHGC RECESSED UGHTWG FIXTURE ` BINDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR 0 50 PA BLOCKING AS REQUIRED • HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 75 PA PER 100 SQ.FT. • ANTI.(1)ENERGY STAR APPLIANCE LINE OF CONTINUOUS AIR SEALING STRATEGY- AIR SEALING STRATEGY- MIN. 90%ENERGY EFFICIENT INTERIOR LIGHTING • BUILDING CAVITY CANNOT BE USED AS DUCTWORK RFrFSSED LIGHTING IN ATTIC ATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION PROJECT NUMBER: ALL HOT WATER PIPES TO BE INSULATED TO R3 13 14 H15 16 17 DK202412 ALL DETAILS MAY NOT APPLY F-003 0FF51 BOARD MEMBERS ��OF soajy® Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O 0. 0 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. y Office Location: Nicholas Planamento • �O� Town Annex/First Floor Margaret Steinbugler oliYC�UIY l' 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 July 21, 2026 http://southoldtownny.gov Patricia Moore ZONING BOARD OF APPEALS Attorney at Law TOWN OF SOUTHOLD 51020 Main Road Tel. (631) 765-1809 Southold,NY 11971 Re: ZBA#8111, Swift 1690 No. Bayview Road, Southold SCTM 1000-70-12-37 Dear Mrs. Moore; Enclosed is a copy of the Zoning Board's July 16, 2026 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above referenced variance application. Variance Relief was granted"in part"subject to the following conditions: 1. No plumbing is permitted in the accessory garage or second floor`art/pottery studio' located over it. 2. The accessory garage structure is to remain non-habitable and no sleeping is permitted. 3. The covered entry to the studio space may not be enclosed in any way and is to remain open, unconditioned space. 4. Should a rental permit be renewed for the property, that permit will apply ONLY to the residential structure. The second floor accessory art studio may not be included for tenant use and is to remain off limits to any tenant, paying or otherwise. 5. The use of the art studio is non-transferrable and expires with the transfer or sale of the property from Elizabeth Swift. 6. The applicant must comply with the conditions of approval cited above in number 6 (1-12). Please provide two original signed and sealed site plans (with a revision date) depicting the removal of the in-ground swimming pool, and be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals. Sincerely i, Kim E. Fuentes Board Assistant cc: Building Department o.PS°FFoo TOWN OF SOUTHOLD—BUILDING DEPARTMENT g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y • o! Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_gov 'h01� Aa r Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �� Y C, PERMIT NO. 51 5(PI Building Inspector: NOV 7 2024 i Applications and forms must be filletl out in their entirety Incomplete applcat{ons will notbeaccepted Where the Applicant is not the owner,an Depurlment Owner's Author�zatton form(Page 2)shall be completed , Date: 1 L{ -a®as `01MNER S `OF PROPERTY � � � _ � k Name: �,p`y SW I V- - SCTM# 1000- Project Address: �pq� 2W Sou Phone .d -.-I ---1DS-agaa Email: �004X -S.WR47r 1��— Mailing Address: CONTACT}PERSON >"� � "' j F Name:'- > I r 7 N O . O . .e Mailing Address: _ ...'.�l . % .\. 'r�� . l CS�tJ - �. ��-11 Phone#: (�>3174.q S � Email: R®?'L��rl C k DESIGN PROFESSIONAL INFORNIATIQN < Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION f¢ `° �� , r t t Name: . moo Mail-in.g..Addres. . s:... . .. .. s Phone#: �3 �._. EEr�.- s� Email: til�.lR• . .P � DESCRIPTION OFPROPOSEDCONSTRUCTION - [--]New Structure ❑Addition VAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $� Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes k," 1 PR O PE RTY IN FOR1MTI O,N'; Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES,PROVIDE A COPY. The owner/w�tp actor/design professlorial is responsible for all drainage and-storm water issues as provided by Chapter 236:of the Town Code APPLIUITION t5 HEREBY MADE to the Building department for the issuance of a Building Permit pursuaet to the Building zone Ordinance of the Town of Southold,Suffolk,CourNy,"New.York and othec appliohle laws,Ordlriaixes or Regiilatlond,for the ea st►uedon of trutldi- ' additions;alterations of for removal or demold9oe'asheretn descritred,7fie applicant agreesto cgrriply w fr all applteaWe laws,ordinances,building wde; housYngwde and nzgulatlans aqd to adrimitautlibriiedinspetxots on.premises and in.Fniilding(s)'for"necessaryinspecdons False statements made herein ane punishable a3 a tlass A`misdemeanor pursuant to Section z10A5.of the Naiiir.York State Renal law: Application Submitted By(print name Authorized Agent 1 Signature of Applicant: Date: CONNIE D.BUNCH ` STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified In Suffolk County COUNTY OF hje-v) York ) Commission Expires April 14,'2 f� � duly sworn,depos�says that s)he is th appell (Name of individual signing contract)above named, (5)he is the K) ' � (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 tl_day of IV 0 U tVh 6er .20',I LI -, . Notary Public MARC S.WASSER Notary Public,State of New York Qualified in Nassau County No.01 WA6340938 My Commission Expires April 25,20 (Where the applicant is not the owner) I, yl!> ,w1f2T— residing at 00 0 . LA yl-s-1 P-D . N do hereby authorize 'Ell-A0 Co*S'T*t3M o0 tU4MI— to apply on my half to the Tow Southold Building Department for approval as described her Owner's Slg f� Date -�)N/kD &war 1 Print Owner's Name 2 pf 50GTy�� # _ # TOWN OF SOUTHOLD BUILDING DEPT. Courm,N�''i� 631-765-1802 I N S P E C T 1 O N [ ] FOUNDATION 1ST/ REBAR [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] E TRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: W �;v! �aY`� 6 � Lkd- C-)\gv &,00,07 LA) 0 1()V'4 P i I DATE INSPECTOR TOWN OF SOUTHOLD r Rut A Rental Permit 0162 Owner 1690 Bayview Associates Occupied as Single Family Dwelling Located at 1690 N Bayview Rd Southold 70-12-37 Maximum Permitted Occupancy 8 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. r--D 7/28/2021 �r Code Enforc t Official This Notice must be posted by the main entrance at all times 4 PROPOSED SECOND STORY ADDITION OVER EXISTING 2-CAR GARAGE FOR: wSAFROVAL1690 N BAYVIEW RD, A R� P.O.BOX 250 YAPHANK NY 11980 TELEPHONE:(631)793-4608 1690 N BAYVIEW RD,S UTHOLD, NY 11971 EMA L DANJ0551NGER(o10 WIRCHDESIGN.COM NORTH BAYVIEW ROAD DRAWING INDEX i (NORTH ROAD TO BAYVIEIN) ORWt�rvpFprv��I�cN0E51Ga. DK N NEW 4•x4•P.T.WOOD POST I-RING I ! SJ�s 100.00' �x v4pis on ix varw��:`I�"=°r.�m A-X11 TITLE SHEET,PROP.PLOT PLAN,ZONING DATA&FOUNDATION PLAN J nu wOHrs RssaRvso A-002 PROPOSED PLANS,PROPOSED EXTERIOR ELEVATIONS 85ECTIONS I ON NEW 12"DIA.SONOTUBE BEARING I �� // J' T ®2024 DK ARCHITECTURAL DESIGN,P.C. ON VIRGIN SOIL. / C 1 F-0Ot FRAMING DETAILS I F-002 FRAMING DETAILS REFER TO DETAIL ON THIS SHEET I OO ---- - - --- - - - F4103 AIR-SEALING B BARRIER DETAILS --- I O 5"EiVSEME T FOR WATER M N \ CONSULTANTS: /4' MANDATORY ENERGY CODE COMPLIANCE STATEMENT ,3 3•-,D 1/a• v-1e•a" 1 To the best of my knowledge,belief and professional)udgemen,such plans or ____ 7\ I • -Fyn 1 , spedfimtons are in oempli-ea with the 2020 New York Stab Energy Conservation ConstrU,t-Code and Chapter 11 of the 2020 Residential Code of New York Stab. WHERE MUNICIPALITIES REQUIRE"HERS"RATINGS THE REM MODEL - I ( GRAVEL \ L S PROVIDED BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY ____ I EXISTING - DRIVEWAY 1 SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. C' SLAB ON () 1.HERS.INDEX REPORT AS REQUIRED BY OTHERS �'---- NEW 4X4 PT WD.POST ON 1 < 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT GRADE �_POST BASE ANCHOR BY NEW 27K BTU MULTI 10'-91lY f ` 13 ZONECONDENSER THE PROJECT TO ENSURE ALL REQUIREDINSPECTIONSRESTS ARE PERFORMED. "SIMPSON'OR APPROVED 3.THE BUILDER IS TO CONTRACTWITH HERS RATER FOR THE CONSTRUCTION/INSPECTION F4J02 - EQUAL INSTALLED PER j / EX.CONC. ` PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. r I MSTALLEPELS EXISTING EX.6' EX.CONC. uvonreo ---- GARAGE WOOD ) ---- I I - I j [ 10•-8" // GATE 1 } CODES AND STANDARDS I I -1 —I I' =-'—I l) �I ALL PLANS ARE TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK I tI NEW 2ND STORY O 1 _ 12•DIA.P.C.SONOTUBE I1 O /\ PROVIDE GALV.METAL '` - ADDITION 4065.FJ STATE,AND THE 2018 WFCM. 24•x48°POURED --- 9 I I ''�" = P.C.FOOTING.TAPER TOP Y ( O EX ROOFED CONNECTION .. /\( 40'* rr Y -ALL PLANS ARE TO COMPLY WITH APPENDIX J EXISTING BUILDINGS AND CONCRETE SLAB I BETWEEN P.T.GIRDER 4 = I- OF PIER FOR DRAINAGE \ 1 �+Z—,r OPEN PORCH 1 S STRUCTURES AS PER AJ6(RECONSTRUCTION)OF THE 2020 NEW YORK STATE BOTTOM STEP 4'-0" AND CONCRETE. " I� 3O TO BE MINIMUM,2 LINE OF EXISTING FOOTING(V.I.F.) III = NOTE FOOTING&PIERTO RESIDENTIAL CODE BELOW GRADE. I I NEITHER GALV. III BE MIN 3500 PSI CONCRETE ---------- -� CONNECTOR NOR P.T. I� Op zJy .3112• 0 G.C.TO COORD. � ------- �' (( O'O s � 19 ( I NUMBER OF GIROERSHALLHAVE - - i\ 02tJ - 7f2 1�` Q ABBREVIATIONS RISERS TO GRADE CONTACT W/601L. ^II OQ `\` LJL A9. ANCHOR BOLT LAV. LAVATORY/VANITY 4� PROPOSED FOUNDATION PLAN SCALE:1/4"=1'-0" SONOTUBE DETAIL SCALE:12'=1'1 C,I� N�1000 Lu O EXISTING i-STOR � � � �./ qgy ABOVE LIN. LINEN I / 3 N GATE O O AC. AIR CONDITIONING LADY. LAUNDRY L DWELLING [\ ABOVE FINISHED FLOOR TYPICAL FOUNDATION NOTES: I p1690 1 S C4 A.F.F. LTL LINTEL 1.ALL NEW-NO TUBES TO BE 3500 PSI AND TO MAINTAIN MINIMUM DEPTH T-O"BELOW GRADE,U.N.O. 27•�• ' EXISTING s E%. 1 11 AP. ACCESS PANEL LyL LAMINATED VENEER LUMBER 2.REFER TO SECTIONS&DETAILS FOR MORE INFORMATION. 2-ST- A/C 1 Q APB AN NY POWER BRIM 3.®DENOTES POST LOCATION FROM ABOVE,PROVIDE SOLID BLOCKING UNDER ALL POSTS AND BEARING WALLS APPROX. APPROXIMATE MAX. MAXIMUM 0'^ ASF ABOVE SUS-FLOOR MAX. MAXIMUM DURING CONSTRUCTION AND PRIOR TO FRAMING AND LOADING OF UPPER LEVELS. I( FA:C• ; V ASPH. ASPHALT NECK MANUFACTURER 4.FASTENING FOR ALL STRUCTURAL LVL MEMBERS IS TO BE AS PER MANUFACTURER'S SPECIFICATIONS. MECH. MECHANICAL 5.NO LVL,POWER BEAM R WOOD AJOIST MATERIAL IS TO COME INTO CONTACT WITH CONCRETE.COAT TOP OF / FPq r/O PI.O' \ Q w BID. BIDET D MTL. METAL FOUNDATION WITH EITHER LEAD COATED COPPER FLASHING OR A SPRAY ON BITUMINOUS MEMBRANE. 43.-4• MBE BLDG. BUILDING NO. NUR BL BLOCK N.T.S. NOT TO SCALE \ ` } Q BL . BLOCKING V TI KG B.O. BOTTOM OF OIC OWNER FURNISHED! SECTION R307-DESIGN CRITERIA n/ BOT. BOTTOM CONTRACTOR INSTALLED 246 ON THE FLAT DOUGLAS FIR i LL BRG. BEARING O.H. OVERHANG R001.21.2 PROTECTION OF OPENINGS. MEMBER UNDER PLYWOOD PANEL 1 r- w r' BRGG. BRIDGING EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE REGIONS SHALL BE FASTEN EACH END OF 2.6 WITH __ _ I 1 ~ Q B.P. BEAM POCKET PED. PEDESTAL SINK (6pi8 X 4-12"SCREWS EACH END _r I cn B.W. BEARING WALL PROTECTED FROM WINO-BORNE DEBRIS.GLAZED OPENINGS PROTECTION ` PKT. POCKET DOOR I I L Q uj Z PSL LPARA UMBER ELSTRAND FROM WIN0.BOF ASTM RISSHA AND THE REQUIREME NTS DIN SECTION LARGE 1 CAB. CABINET LUMBER MI 210121E TEST GARAGE D R GLAZED AND OPENING PROT86 ASECTION MODIFIED R SECTION AT L-12'SC OD EDGES O.C. _ _ ( I 1 C Z U C. CLOSET P.T. PRESSURE TREATED DEBRIS SHALL GARAGE DOOR GLAZED OPENING PROTECTION FOR WIND-BORNE AT ALL PLYWOOD EDGES wNoow co. CEILING LUMBER DEBRIS SHALL MEET ANSVDA E REQUIREMENTS OF AN APPROVED IMPACT RESISTING -- FJC.4'DEER FENCE 1 ` V C.4 J COL. COLUMN PROP. PROPOSED STANDARD OR ANSUDASMA 115. 7Hfi°MINIMUM PLYWOOD PANEL TO i� � � a wNo CON.. CONCRETE PRVD. PROVIDED EXCEPTION:WOOD STRUCTURAL PANELS WITH ATHICKNESS OF NOT NOT EXCEED A4'X B'DIMENSION i i ( ` I `� rEll GATE EX.SAND ` w I n M O_ CONT. CONTINUOUS PAN. PANTRY L__i==a__S I / V D A SPAN OF NOT MORE THAN 8 FEET(2438 MM) W _ __ CONTR. CONTRACTOR P.C. POURED CONCRETE LESS THAN 7/76 INCH(11 MM)AN rd=v T==a I z_ 7 CONSTR. CONSTRUCTION PVC POLYVINYL CHLORIDE SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT —� L C.T. COLLAR TIES PSF POUNDSISQUAREFOOT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING C.M. CARBON MONOXIDE PSI POUNDSISQUARE INCH THE PRODUCT WITH THE GLAZED OPENING.PANELS SHALL BE PREDRILLED AS - "'�,'-- -"IX O a ( r12--1 1 EX SAND 9 tip°�-� 0- CD 7\ =3�_ - EX.BULKHEAD (n O DETECTOR P.L. PROPERTY LURE REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE + + o� 'OD: _ O C7 ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO _-4__ __ti f RAMP �-� m X (n D. DRYER QTY. QUANTITY RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE „_,/` �- E%.WOOD RETAINI U) DEMO. DEMOLITION 2a6 ON THE FLAT DOUGLAS FIR 6 13-8"''4- W [� WITH EITHER TABLE R301.2(2)OR ASCE 7,WITH PERMANENT �- WALL DI DIAMETER R. RISER(S) CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED ANDANCHORS MEMBER UNDER PLYWOOD PANEL --�----- I _ D . DIMENSION REF. REFERENCE FASTEN EACH END OF 2X6 WITH HIGH WATER LINE D.o. DOUBLEOVEN RET. RETURN PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN ACCORDANCE - - ------------ - T DR. DOOR REOD. REQUIRED WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF (6)#B X 4-12°SCREWS EACH END ON. DOWN R.R. ROOF RAFTERS HEIGHT OF 45 FEET(13.728 MM)OR LESS WHERE THE ULTIMATE DESIGN WIND NA70D EX.METAL Ex DOCK - ISSUE/DATE: DIN DISHWASHER RBS ROD It SHELF SPEED,Vw IS 180 MPH(290 KPH)OR LESS. 10" 10"O.C. RETAINING WALL RAMP 20.1 X6.1' FRESH TEO- ISSUED FOR PERMIT-6232024 - R.O. ROUGH OPENING = __ _ _ _ _ _ __ _ _ - TYPICAL J V`J f41 1� _ = ISSUED FOR PERMR1/72025 EA EACH TABLE R301.2.1.2 OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK EX.BULKHEAD ELEV. ELEVATION SCHEID. SCHEDULE N AMENDEDDRAWINGS.8/122025 ELEC. ELECTRIC SEC. SECTION STATE WIN0.BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD ^ OPENING PROTECTIVE SCALE:N.T.S. CREE ISSUED FOR B.D.REVIEW-1242026 WL EQUAL SHT. SHEET STRUCTURAL PANELS a,b,o,d ,I /( , O GOOSE EQUIP. EQUIPMENT S.H.G.C. SOLAR HEAT GAIN COEFFICIENT FASTENER SPACING T OPENINGS LESS THAN 4'X 8' EX OR EXIST.EXISTING EXH. EXHAUST SPECS. SPECIFICATIONS FASTENER Panel span 4 feet<panel 6 feet<panel EXT. EXTERIOR ST.STL. STAINLESS STEEL TYPE <4feet span16foot span<8foot n PROP. PLOT PLAN STD. STANDARD - SCALE:1•=20'-0• F.D. FLOOR DRAIN a m. SHOWER NO.8 WOOD SCREW 2,6 ON THE FLAT DOUGLAS FIR 8'-0" F.F. FINISH FLOOR STL. STEEL BASED ANCHOR WITH MEMBER UNDER PLYWOOD PANEL L INFORMATION TAKEN FROM FIN. FINISH S. SINK 2-INCH EMBEDMENT IV 10" W FASTEN EACH END OF 24 WITH -- - --- - ---- SURVEY PREPARED BY: FL. FLOOR SD. SMOKE DETECTOR LENGTH (6)*8 X4-12•SCREWS EACH END J AERIAL LAND SURVEYING,D.P.C. FLG. FLOORING ` FNDT. FOUNDATION NO.IO WOOD SCREW 98 X 4-12"SCREWS I O'O.C. -�-rr-----n--�-=r--Ir--a--�-rr DATED MAY 2022 FP. FIREPLACE TEMP. TEMPERED BASEDANCHOR WTH AT ALL PLYWOOD EDGES FTC. FOOTING T.O. TOP OF 2-INCH EMBEDMENT 16" 12" 9" ' TYR. TYPI.AL 7/16"MINIMUM PLYWOOD PANEL TO GA. GAUGE LENGTH NOTEXCEEDA4'X 8'DIMENSION j + GALV. GALVANIZED 1/41NCH LAG SCREW SUM --{}--¢_-y __{)--fi- ' mNrow ZONING DATA FOR:1690 N BAYVIEWROAD,SOUTHOLD,NY 11971 G.C. GENERAL CONTRACTOR UNEX. UNEXCAVATED BASEDANCHORWITH �u I: n , +" -ORS TOWN OF SOUTHOLD.NV ew•oaennsr [tsroalso[Nnu eoo[o1 Go. GRADE V.N.O. UNLESS NOTED OTHERWISE 16" i6' IV Za60N THE FLAT DOUGLAS FIR I q'i- n r BEHIrvO 2-INCH EMBEDMENT SECTION:70 BLOCK:12 LOT:37 GVL. GRAVEL MEMBER UNDER PLYWOOD PANEL - -=-&==r,_n-moo__=_¢=-_-��- LENGTH ZONE:RESIDENCE R�0 GYP.BO. GYPSUM BOARD FASTEN EACH END OF 2X6 WITH - - -- -t____ __m_ -=z- - GALV. GALVANIZED V.R. VAPOR RETARDER l}r .� f FOR SI:1INCH=25.4MM.1 FOOT=3G4AMM,1 POUND=4.448 N,1 MILE PER (fiNlB X4-12'SCREWS EACH END ° ti< ITEM: REQ'DJ PERMITTED: EXISTING: PROVIDED: i i r " I i i n ° VENT. VENTILATE "a--tr--§--a'4--ih--9--•'i DU H.B. HOSE BIB V.T.R. VENT THROUGH ROOF HOUR=0.447 MIS MINIMUM LOT AREA: 40,000 S.F. 22,527 S.F. 22,527 S.F. (EX.NON-CONFORMING) sir Ii r V.AND A 45-FOOT MEAN B NOR. HEADER VERT. VERTICAU VERTICALLY a.THIS TABLE IS BASED ON 180 MPH WIND SPEEDSw p8 X 4-12°SCREWS 10°O.C. + n e ° HGT. HEIGHT V.IF. VERIFYINFIELD ROOF HEIGHT. AT ALL PLYWOOD EDGES - f--4--�--i r-`ip--�`"q 4 MAXIMUM BUILDING HEIGHT(ACCESSORY): 18' 15TORV 18'/25TORIES (COMPLIES) PED A C HORIZ. HORIZONTAL b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE MOD j n yT" HTG. HEATING STRUCTURAL PANEL.FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH 7/1fi•MINIMUM PLYWOOD PANEL TO ° e n + D HVAC HEATING,VENTILATING,AIR W. WASHER NOT EXCEED A 4'X VDIMENSION 6__LL__J__d --a"-4__a ITEM: REQ'D./PERMITTED: EXISTING: PROVIDED: ,4Y FROM THE EDGE OF THE PANEL. _ ______ ___ CONDITIONING W.C. WALK IN CLSETROILET -�--- E -----`'�- FRONT YARD SETBACK(ACCESSORY): ) HVJH. HOT WATER HEATER w.I.C. WALK IN CLOSET c.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING 2a6 ON THE FLAT DOUGLAS FIR ( Y): 57 MIN. 41.5' 41.5'(NO CHANGE (E%.NON-CONFORMING) Q � - WI WITH WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 21NCHES INTO THE MEMBER UNDER PLYWOOD PANEL 810E YARD SETBACK ACCESSORY 10'MIN. 10.7' 10.7'(NO CHANGE) (COMPLIES) KIT. KITCHEN W/o WITHOUT BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LESS THAN 212 FASTEN EACH END OF 2.6 WITH (ACCESSORY): Q INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. (6)N8 X 4-12•SCREWS EACH END 10" 10"O.C. REAR YARD SETBACK(ACCESSORY): 10'MIN. +/-132.7 «/-1322 (COMPLIES) 9)F'0n20's6 OQ. d.PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE TYPICAL CF NE�, ALLOWABLE LOADS&DEFLECTIONS FOR STRUCTURAL ATTACHED USING VIBRATION RESISTANT ANCHORS HAVINGANULTIMATE n OPENING PROTECTIVE LOT COVERAGE: 20%=22,527x0+20= 4,505.4S.F. 2.944S.F. (COMPLIES) MEMBERS WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. C SCALE:N.T.S. SQUARE FOOTAGES: 4.505.4 S.F. OPENINGS LARGER THAN 4'X 8' EXISTING 1ST FLOOR AREA =I- + 2,2435.F. STRUCTURAL LIVE DEAD ALLOWABLE EXISTING DETACHED GARAGE =+/-40B S.F. EX.FRONT PORCH =+/-81 S.F. MEMBERS LOADS LOADS DEFLECTION EX.WOOD RAMP =+/-212S.F. PROJECT NUMBER: EXTERIOR BALCONIES 40 1D —e TABLE R301.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOTAL LOT COVERAGE =+I.2,9445.F. DECKS 40 10 L13B0 ATTICWITHOUTSTORAGE 10 10 L240 WIND DESIGN SEISMIC SUBJECTTO DAMAGE FROM WINTER ICE BARRIER PLOD a AIR MEAN GRCUNDn ATTIC WI STORAGE 20 10 U240 SNOW LOAD SPEED TOPOGRAPHIC SPECIALWIND WIN6BORNE OESIGNf a FROST LINE c DESIGN UNDERLAYME�lT HAZARD FREEZING ANNUAL FIRST FLOOR 40 10 L 60 (MPH) EFFECTSk REGIONI DEBRISZONEnI CATEGORY WEATHERING DEp,rHb TERMITE TEMPe REQUIRED INDEXI TEMPI JJ SECOND FLOOR 30 10 U360 MODERATE "1 OFF5]RCOFRAFTERS-GROUNDSNOWLOAD=2Dpsf L240 20 PXF 130 MPH NO NO NO B SEVERE 36' TOHEAW 11 YES NONE 599 51-F 1 l I 14'-0' 4'-0" 1 4'-0" 14'-3" 5'-172" 9'-112" NEW STAIRS BELOW HEADER SCHEDULE (2)2x6RIMJOIST UNLESS NOTED OTHERWISE.ALL UNLESS NOTED OTHERVSE,ALL Emi�i- D.C. r OUTDOOR (2)36'k6("D.H. HEADERS SHALL BE: ENGINEERED STRUCTURAL MEMBERS SAUNA TO BE 4x6 SOLID NEW ISK BTU AIR P, J HANDLER INSTALLED NEW VVOOL DECKING (2)2x6 @ SPANS UP TO 4•-0' SHALL BE MICROLLAM40LVL 2.0E. SELECTED B WOOD POSTi r PER MANUF.SPECS TO BE SELECTED BY NEW 1BK BTU AIR (2)2x8 @ SPANS 4'-1"TO 5'4r¢ BUILDER/ OWNER HANDLER INSTALLED (2)2x10®SPANS 5'-1-TO 6•-0" UNLESS NOTED OTHERWISE, NEW2x6DECK•b OWNER PER MANUF.SPECS 'HEA ER SPES CALLEDO UT STRUCTURAL POSTS SHALL BE S 16', NEW 73/4°x 71l4"LVL F.J.(j 1G O.C. 2x8 R.R. 2x8 R.R.SLOPED 14R ON TO 16'O.C. (�16"O.C. 'HEADER SIZES CALLED OUT IS (3)2x4 POST @ 2x4 WALLS 3fi180'V FOR POSITIVE I °Ly GRADE PLANS SHALL SUPERSEDE THIS (4)2x6 POST(d 2x6 WALLS P.O.BOX250 11 (2)2x6 RIM JOIST I DRAMAGE SCHEDULE. VAPHANK NV 11980 TELEPHONE:(631)7934608 VERTICAL CEDAR - - �iI /1B-0 q' 4'-0' ♦1-13'-T EMAIL: PARTITIONS ---- y LI2 4 CONSTRUCTION LEGEND DAN.KISSINGER(�jDNARCHOESIGN.COM PROP ARTIST'S ---- NEW 2,G EXTERIOR 8 h4 INTERIOR WALLS R 1E O.C.-U.N.O. _ of rc ¢ < STUDIO EXISTING WALL TO REMAIN �n p I.3 w 8 293 S.F.AREA e 1 1/150 CFM EXHAUST FAN o w 3 r F7 w E - 8%23.4 S.F.LIGHT REO'0 HARDVNRED SMOKE a CARBON MONOXIDE DETECTOR o p 2 p w W EXISTING 2-CAR /'+ " - S.D. 88.95.F.LIGHT PROVIDED < '7 i _ _ _ ED wo riIII31LS¢ `�- - w h C.O. 4%11.7 S.F.VENT REDD _ Oo WINDOW B DOOR LIST FOR LIGHTAND VENT ONLY NO-EE 0 Ow o 0ypj NEW 5/BGARAGTYPE'X'GYPSUM O R w 45.0 S.F.VENT PROVIDED w PRODUCT SILL VENT VISIBLE AIT vasr�roxoaroioau,El-'" v p ?> - .p O mi x p j WINDOWSIZE MANUF. AREA GLASS NOTES ALL acarsaessauso F- r-O w w BOARD ON ENTIRE CEILING O 22 TYPE HT. X p I f y Q z O - S.F. S.F. 02D24 DK ARCHITECTURAL DESIGN,P.C.D o m g w n DOUBLE fiHUNG MARVIN ELEVATE ¢ 20° 5.79 ,0.59 x CC ¢ wi EC x ..� i j 3 _ SLIDER DOOR MARVIN ELEVATE N/A 21.82 4fi.54 CONSULTANTS: NOTE- -EX CT NUMBERS ON LIGHT AND VENT ON CUSTOM WINDOWS 8 DOORS ARE GIVEN AS 14R UP NEW BEAM HANGER 3 x 12 AN APPROXIMATE. CAPABLE OF NOTE: = x REFER TO HERS REPORT FOR U-VALUE 8 SA.G.C.FOR ALL WINDOWS 8 GLASS DOORS. WITHSTANDING 3`5DO LBS G.C.TO ED R -ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS VERIFY W-0° NEW(2)96'x84'OVERHEAD GARAGE DOOR NUMBE F TO BE SELECTED BY BUILDER/OVVNER RISERS RAILING { 12° 12" TO CODE (2)36S160-D.H. NOTE: NEW (23)/41°3/4"x1/4"L 94' 'LVL 4V ° 31 '-0' 3'-0' _ 9'-112° •'II'` 3' 39GH Dk G.C.TO VERIFY 4-712 NUMBER OF RISERS L IENT, 4'-0' 18'-3" n PROPOSED FIRST FLOOR PLAN SCALE 1/4°=VLO" n PROPOSED SECOND FLOOR PLAN SCALE III=1'-0" n PROPOSED ROOF PLAN SCALE 1/4"=V-17 1 NOTES: � NOTES: v NOTES: ROOF CONSTR.: -ALL EX.MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL EX.MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL ROOFING NAILS TO BE STAINLESS STEEL CEDAR ROOF SHINGLES SHOWN ARE TO EX.GYP.BOARD. SHOWN ARE TO EX GYP.BOARD. VENTGRID -ALL EXISTING WALLS TO BE REDUCED TO TG'PLATE HEIGHT INCLUDING NEW(2)2x4 TOP PLATES(V.I.F.) -ALL NEW WALLS TO BE 2x4 STUDS Q 16"O.C.REFER TO SECTION FOR PLATE HEIGHTS. #30 BUILDING PAPER -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. ICE AND WATER SHIELD(ON ENTIRE ROOF UNDER 4:12 PITCH) 12"COX SHEATHING 218 R.R.@ 16"O.C.(REFER TO PLAN) 5 5'(R35)SPRAY FOAM INSULATION O CEDAR ROOFING TO 18'-0°MAX.BLDG.HOT. F-00 LL ___------_---- _________---_------------MATCH MAIN DWELLING w PROPOSED RIDGE HEIGHT 12 t 12 LLI 'Lu^ 18'-0'MAX.BLDG.HGT. 18'-0"MAX.BLDG.HGT. LINE OF WALL BEYOND 41 .� S. S1S_._.14 1 O V i -- PROPOSED RIDGE HEIGHT PROPOSED RIDGE HEIGHT 2ND FLOOR PLATE NEW 1'x3"TRIM OVER 72 12 (SOUTH SIDE) 41 14 5/4'a8"AZEK RAKE _ (3)1 3/4'x 14' Z 2ND FLOOR PLATE BOARD,TYP. 2ND FLOOR PLATE WINDOW 8 DOOR HGT. { (2)13/4'x7 IW LVL LVL RIDGE I 1' (SOUTH SIDE) (SOUTH SIDE) TYPICAL WALL CONSTR.: I I O 'Q WINDOW 8 DOOR HGT m 2ND FLOOR PLATE VJINDOWB DOOR HGT. 2ND FLOOR PLATE CEDAR SHINGLES SIDING TO MATCH EXISTING + PROP ARTIST'S I ~ v (NORTH SIDE) (NORTH SIDE) NEWHANDRA I - W7NDOWNOTE: '4 #15 BUILDING PAPER TO CODE (q COLOR:WHITE OPEN TO NEW 1'x3"TRIM OVER 12'COX PLYWOOD STUDIO iP In U-VALUE:0.28 BEYOND MEADAH SSII(DINGTO W BOARD,,TYYR.� -KE 31(R21)SPRAY FOAM INSULO.) SLOPE MIN. I + I 7 Q F- R SHGC:G28 iv N m 72°GYP.BOARD 'i 1/8°PER 74" 'DX- U ti 36"HIGH CABLE H. D.H. CEDAR SIDING TO w 4 2ND FLOOR SUBFLOOR PROVIDE T8G CDX m �i EFOOT PLYWOOD SUBFLOOR I I Q 4 RAILING TO CODE 4 MATCH EX. 1ST FLOOR PLATE NEW 2rB FJ. 16'OC.% p I O W LL 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR 2ND FLOOR SUBFLOOR_ 2ND FLOOR SUBFLOOR WINDOW 8 DOOR HGT. NEW 2xG (3)1 ,STFLOORPLATE NEW5/4'xT;Q �x 1T FLOOR PLATE - _-__-- DECK JOISTS (2)1^x9"STEEL FLITCH NEWDOUBIE TRIM BAND,TYP. 1G O.C. PLATES,TOP FLUSH W/T.O. TOP PLATE I 0 W WIND OW B DOORHGT, 1 OWBDOOR HGT SLOPED FOR FLOOR JOISTS.PROVIDE I Q _ ___ POSITIVE METAL JOIST HANGERS AS n p NEWTREADS NEWOVERHEAD ]'.SA U 4 --------- DRAINAGE REQUIRED I + I Q V J W AND OECKINGTO GARAGE DOORS o ---------- EXISTING 2-CAR MQ�1/� 4 BE SELECTED BY TO BE SELECTED --------- GARAGE I I W W O p OWNER BY OWNER _________ w ¢ GARAGE SLAB x--------- ISTINGCONCRETESLAB i ( N Z Z EXISTING GRADE/ 4 ING GRADE! EXISTING FOOTING TO REMAIN(V.I.F.) I( O (n � Z) GARAGE SLAB RAGE SLAB J � W O n PROPOSED SECTION SCALE:1/4'=1'-0 SCALE:1/4'=1'-0 4 FRONT ELEVATION_ (EAST) SCALE:1/4-=1'0 5 RIGHT SIDE ELEVATION NORTH SCALE:1/4°=1'-0" v -f�HATCHINDICATESPORTIONOF EX STING CONSTRUCTION TO REMAIN -REFER TO F-001-F-003 FORTYPICAL FRAMING DETAILS R311.7 STAIRWAY NOTES: NOTE: NOTE: ROOF CONSTRUCTION: STAIRWAY SHALL NOT BE LESS THAN 36'IN CLEAR WIDTH ISSUE/DATE: -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. CEDAR ROOFING TO MATCH MAIN DWELLING ABOVE HANDRAILS. ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS _ ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS VENT_GRID__ - _ _ _ _ -HEADROOM NOT BE LESS THAN6-B'MEA6URED _ISSUED FOR PERMIT -6232024 -- - -- - - - - - - - - -ISSUED FOR PERMIT-1172025 PROTECTION AS DETAILED ON SHEET A-300. PROTECTION AS DETAILED ON SHEET A-300. 300 BUILDING PAPER ICE AND WATER SHIELD ON VERTICALLY FROM TREAD NOSING. ENTIRE NEW ROOF(UNDER 4:12) A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE OF AMENDED DRAWINGS-81122025 12.CDX SHEATHING 151'WTHOUT A LANDING. ISSUED FOR B.D.REVIEW-1242026 2.8 ROOF RAFTERS --- -RISER HEIGHT SHALL NOT BE MORE THAN 5'(R-35)CLOSED CELL SPRAY FOAM INSULATION 8114 HIGH AND ALL RISERS IN A FLIGHT OF STAIRS SHALL MAX.BLDG.HGT._ 18'-0"MAX.BLDG.HGT. SOLID BLOCKING I NOT DIFFER MORETHAN 3R'. PROPOGEO RIDGE HEIGHT PROPOSED RIDGE HEIGHT ABOVE TOP PLATES TREAD DEPTH SHALL NOT BE LESS THAN 9"ANDALL THAN 38'.AFLIGHT OF STAIRS SHALL NOT DIFFER MORE 4� �4 ALUM.FLASHING I THAN 318'. 2ND FLOOR PLATE II III II 80RIP EDGE I I -TREAD NOSING SHALL NOT BE LESS THAN 3/4°AND NO 2ND FLOOR PLATE _— I MORE THAN 1 111 SOUTH SIDE _ (SOUTH SIDE) ( ) ALUM.GUTTER OVER 2ND FLOOR PLATE WNDOW 8 DOORHGT. 2ND FLOOR PLATE WINDOW 88 DOOR HGT. m A—_ _ 1°x3"AZEKTRIM WNDE5.2RWINDER HAV EATS: (NORTH SIDE) (NORTH SIDE) 5l4x6 FASCIA BD.OVER 1 2 LESS THAN N 10IN SHALLS(254 MM) EASURDEPTH OF NOT -00 F-00 LESS THAN IOINCHEB 259 MM MEASUREDBFWEN THE NEW 2x6 NAILER TO MATCH ® ( ) SLIDING EXISTING VERTICAL PLANES OF THE FOREMOST PROJECTION OF KOMI `P _ DOORMR 1R°GYP.BOARD FINISH ADJACENT TREADS AT THE INTERSECTIONS WITH THE n g' I iV NEW 36"H IGH CABLE [lmozesoeanu CODE EW N GUARORAILAND BEAD BOARD SOFFIT. WALKLINE WINDER HAVE DEPTH .H. D.H. HANDRAIL TO CODE PROVIDE(2)1'DI0.SOFFIT FLOOR CONSTRUCTION' OF NOT LESS THAN 6 INCHES(152 MM)AT ANY POINT ¢w ro4WTSIO. 4 VENTS 24'O.C.w/WIRE FLOORFINISH(SELECTEDBYOWNER) WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY q 3/4'T.BG.PLYWOOD SUBFLOOR. FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH MESH SCREENING FLOOR JOISTS RE ) 2NDFLOORSUBFLOOR 2ND FLODR SUBFLOOR 2ND FLOORSUBFLOOR_ 2ND FLOOR SU_BFLOOR (REFER TO PLAN AT THE WALIO.INE SHALL NOT IXCEEDTHESMALLEST 1ST FLOOR PLATE 1ST FLOOR PLATE __ �— WALL CONSTRUCTION: BLOCKING(NOT TO IXCEED BFT.) WINDERTREAD BY MORE THAN WINDOW 8 DOOR HGT. WIN DOW 8 DOOR HGT SIDING(SEE ELEVATIONS) LB INCH(95 MM).CONSISTEJTLY SHAPED WINDERSAT 'TYVEK'WEATHER BARRIER THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME 12'COX SHEATHING X FLIGHT OF STAIRSAS RECTANGULAR TREADS AND SHALL 2x4Qtfi'O.C. '\! NOT BE REQUIRED TO BE WITHIN 3/8 INCH(95 MM)OF THE �Epw AHOY p O VERTICAL CEDAR 3'(R-21)CLOSED-CELL SPRAY FOAM FF ' RECTANGULAR TREAD DEPTH. Y h45oHNw P PARTITIONS. INSULATION 518°TYPE'X'w 4 COORDINATE WITH 12'GYP.BD GYP.BOARD FINISH.INTERIOR R311.7.8 HANDRAIL NOTES U F- -A HANDRAIL SHALL BE PROVIDED ON NOT LESS THAN ONE ` SAUNA SPECS. w AIR-SEALING SDEOFARHALL OF BE NO LESS OR MORE RISERS THAN DO THAN 38'IN HEIGHT. EXISTING GRADE/ EXISTING GRADE/ SOTRAATE YBTYPICAL HANDRAIL SHALL NOT PROJECT MORE TH NNO MORE q�OP NE NyON GARAGE SLAB GARAGE SLAB DETAILS 4 111 ON EITHER S1DE OF THE STAIRWAY. -HANDRAILS ADJACENT TO WALLS SHALL HAVE ASP ACE 0 IX CONC.SLAB TO REMAIN NOT LESS THAN 112"BETWEEN WALL AND HANDRAIL. n REAR ELEVATION (NORTH) SCALE:,/4'=,•-0- n LEFT SIDE EM ION (SOUTH) SCALE:114°=1'-0" GRADE R3721 GUARDS: V I GUARDS SHALL BE PROVIDED FOR PORTIONS OF NOTE: NOTE: EX.HAL,NCHED FOOTING PROJECT NUMBER: -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40.UNLESS NOTED OTHERWISE. ALL EXTERIOR WINDOWS AND DOORINIMUM DESIGN PRESSURE OF dO,UNLESS NOTED OTHERWISE. TO REMAIN(V.I.F.) OPENSIDED WALKINGSURFACES,STAIRS,RAMPS,AND -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS LANDINGS THAT ARE LOCATED MORE THAN 30'ABOVE DK202412 PROTECTION AS DETAILED ON SHEET A-300, PROTECTION AS DETAILED ON SHEET A-300. ADJACENT SURFACES. GUARDS SHALL BE NO LESS THAN W HIGH. GUARDSON OPEN SIDES OF STAIRWAYS SHALL BE NO //� n TYP. WALL SECTIONLESS THAN 34'ANONO MORE THAN 38INHEIGHT. A OO2 GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW O F SCALE: PAS SAGEOFA4'SPHERE STRUCTURAL NNG SCHEDU ODE OF NEW YORK STAh CONT.TABLE R602.3(1) (2020 FAASTENIINNG SCHEDUODE OF NEW PORK STATE) TABLE R602.3(3) 2020UIREMEPITSFOR RESIDENTIAL CODEOOF NEW YORK STATE) WALL SHEATHING USED TO RESIST WIND PRESSURES(a),Ib)JDJ TABLE R602.3(1) FA DESCRIPTION OF NUMB ER AND TYPE SPACING AND ULTMATEDESIGNWINDSPEED SPACING Nam' BUILDING ELERIENis OF FASTENER LOCATION MINIMAL NAR MINIMUM WOOD MINV.4UM MAXIMUM WALL PANEL NAIL SPACING Vult(MPH) DESCRIPTION OF NUMBER AND TYPE STRUCTURAL NOMINAL PANEL STRAP KING ITEM ANp STUD SPACING BUILDINGELEMENTS OF FASTENER WOOD STRUCTURAL PANELS.SUBFLOOR.ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND pENEfRATIC' PANEL SPAN THICKNESS EDGES FIELD WIND EXPOSURE CATEGORY HEADER : STUDS TO HEADER LOCATION PARTICLEBOARD WALL SHEATHING TO FRAMING(SEETABLE RW23(3)MR WOOD STRUCTURAL PANEL EXTERIOR SIZE )INCHES) WALL SHEATHING TO WALL FRAMING (INCHES) RARNG IINCHESI (INCHES O.C.) INCHES O.C.) g C D TOP PLATE ARCHITECTURAL ROOF 6d COMMONITx0.113')NAIL j(2.T. COMMON I.5 24/0 24/0 16 6 12 160 I15 110 'SIMPSON"C520 COILEDadd BO%12Y'1d1.113")OR 30 a/4'-Y" ISUBFLOOR,WALLI 6 120.113") STRAP OR APPROVED DESIGN BLOCKING BETWEEN CEILING JOISTS 38d COMMON 12l$k0.131");OR Ed COMMON I2Y"x0.131")NAIL(ROOF) eD COMMON 1.]5 24/16 2d/16 16 6 12 1I0 1d0 135 EQUAL FROM STUD TO 1 OR RAFTERS TO TOP PLATE 310d BOX 1X' 329):OR TOENAIL 12.5"n0.131') 2d 6 12 160 I15 110 EXTERIOR HEADER MIN.2d LUNG EXTERIOR ATALL HEADER P.O.BOX 250 335A.131"NAILS 31 �"-1" Ed COMMON NAIL[ZR4.137"1 6 12 VIEW TYAPHANK ELEPHONE; 77980 "d BOX(2Ya'Sd1A 131 OR F PANE INCH=25.4 MMiMILLEL OR PERPENDICULAR ULAR VIEW LOCATIONS FAST TELEPHONE:(631)793-0GOB A.PANEL 5iRENGTH A%B PARALLEL OR PERPENDICULAR i0 SUPPORTS.THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 161NCHES ON PER MANUF SPECS. 3E6 COMMON(2'Fa'S9.131');OR PERJO6T, 106 COMMON13 k0.1 aB')NAIL:OR CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. EMAIL• 2 CEILING JOISTS TO TOP PLATE 32 lY"-IY." 6 12 2z STUDS SEE DANJOSSINGER@DKARCHOESIGN.COM 310d BOX NAILS128");OR TOENAR Bd(2YYd1.131")DEFORMED NAIL B.TABLE ACINGS WED EQUIRENNTS WIND SHALL PRESSURES ACTING ORDANTOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R3DI.2.LATERAL 33'x0.131"NAILS BRACING REOUIREMEMSSHALL BE IN ACCORDANCE WITH SECTION R602.10. - PLANS FOR SIZE rHls Docuusur."NorRE roEAs"rvvvEsmxs CEILING JO6i5 NOT ATTACHED TO OTHER WALL SHEATHING C.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 2410 SPAN RATING. A3EZ FRAMING ANGLE A35Z FRAMING ANGLE PARALLEL RAFTER.LAPS OVER 410d BOX 13'k0.128");OR PLYWOODSIDINGRATED160.C.OR240.C.SHALIBEPERMITTED ASAN ALTERNATE TO PANELS WITH A 24116 SPAN RATING.WALL-16 AND PLYWOOD ATWINDOW OPENING AT WINDOW OPENING 3 PARTITIONSISEESECTION$R802.3.1. 3166 COMMON I3W4.16T);OR FACE MAIL I V GALVANIZED ROOFING NAIL. SIDING IN O.C.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER. (1)ONE SIDE OF STUD (!)ONE OW STUD 4J'x0.131"NAILS )4"STRUCTURAL CELLULOSIC RBO2.32 AND TABLE RW2.5.1(9)I 33 %fj'HEAD DIAMETER.OR I"CROWN 3 6 FASTENWI(12�A17 FASTEN W/(12}Bdxt CEILING J06TS ATTACHED TO FIBERBOARD SHEATHING STAPLE I6 GA.1 Y"LONG 12•NAILS 12'NAILSAN PARALLELRAEER(HEEL JOIN¶ TABLE R8025.119) FACENAIL "SIMPSOMCS2O HIS EN 4 (SEESECTONS R8023.1.ReO2.3.2 la/."GALVANIZED ROOFING NAIL /r / ulTwpOAnoxoF mcauaerEnURAL DssiOx ANDTABLE R802S.119)I 34 FIBERBOARD SHE THINGCELLULOSIC �e�HEAD DIAMETER.OR i"CROWN 3 6 'Yd', L�IJ 1 ® MIN.72'BEARING COILED STRAP MIN.12'BEARING wvavo�oAu xctts ESEmEOI E°sxunEN v FIBERBOARD SHEATHING 3 ;adl ON WALL STUDS OR APPROVED ON WALL STl1D5 STAPLE 16 GA.i Y."LONG 9�; EQUAL FROM COLLARTIF TO RAFTER,FACE NAIL a106BOX(YXDJW];OR FACENAIL Y' 4g, 02024-ARCHITECTURAL DESIGN,P.C. 5 OR IY"xWGA.RIDGESTRAPTO 310d COMMON(SIOJA8'I;OR RIM JOIST STIIDTO UNDER RIM JOIST EACH RAFTER l TA GALVANIZED ROOFING NAIL, MIN.MU BEARING RAFTER a3"x0.131"NAILS 35 Y"GYPSUM SHEATHING STAPLE GALVANIZED,IYa"LONG;IY" ] ] .. THE MUD SILL SCREWS.TYPE W OR MIN,SILL PLATE ;�:" SILL PLATE 316E BOX NAILS(Y'Ld S5");OR 210E NAZIS ON ONE �--tv �mwv� �-Iv ONSTUDS 6 FLAMER OR ROOF TRUSS TO PLATE 31Od COMMON NAILS(3x0.IWj;OR SIDE AND 1 TOE NAIL ON CONSULTANTS: 4.10d BO%(3'X0.128'):OR OPPOSITE 510E OF EACH 13/"GALVANIZED ROOFING NAIL FASTEN AS PER 43'1ro.131"NAZIS RAFTERORTRUSS 36 %"GYPSUMSHEATHING STAPLE GALVANIZED,1 "LONG; ] ] CONCRETE FOUNDATION MANUF.SPECS. CONCRETE FOUNDATION 1�4 SCREWS,TYPE W ORS 4-16d(3Ya"+m.135");OR --- - - --- OF EXCEEDING 42"WIDE OPENINGS UP TO 42"WIDE 310d COMMON(3"MI.I48");OR 4-IOd BOX I3'ON f3"):OR TOE MALL WO OD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING ROOF RAKERS TO RIDGE q.3'k0.131'NAZIS TYP.STRAPPING DETAIL FOR ALL FRAMED OPENING ON EXTERIOR WALL ] OR HIP RAFTERS OR ROOF RAFTER 6d DEFORMED 17X0.120')NAIL:OR o ) 316d BOX 133FKD 135"):OR 3) �"AND LESS 6 12 TO MINIMUM 2'RIDGE BEPM ed COMMON 12Vz"W.131")NAIL 2-1 Ed COMMON 13Ya90.16TX OR END NPIL 310d BOX 13'X0.128);OR a Ed COMMON 12 4.t31")NAIL;OR S 6•CIA, 3 W.131"NAILS Y-l Ed DEFORMED(2)i"+0.120')NAIL 6 12 I I I By WALL IOd COMMON(3'kO.14B)NAII;OR w� /�° CONSTRUCT ION TYPE DESIGNATION 39 1 Y"-I Y." Bd OEFORM®12Y">m 12tl7 NAIL 6 12 I� I I /m P"x REFLECTIVE RED PANTONE STUD TO STUD I66 COMMON(3✓a'X0.16Z') 24"O.C.FACE NAIL - B REFLECTIVE WHRE (NOT BRACED WALL PANELS) IDd BOX 13k0.128';OR 16"O.C.FACE MAIL Z 3"aD.i31 NAILS 12020 RESIDENTIAL CODE OF NEW YORK STATE) 16d BOX 13'4">m.135"I;OR TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS I ° ® FR 'P'-FLOOR FRAMING,INCLUDING STUD TO SND AND ABUTTING STUD IT'O.C.FACE NAIL 1 9 AT INTERSECTING WALL CORNERS(Ai 3aO.131 NAILS MINIMUM LENGTH(INCHES) GIRDERS AND BEAM$ BRACED WALL PANELS) 16d COMMON 131$' 16T') IN O.C.FACENAIL METHOD CONTRIBUTING _- - F e "R'-ROOF FRAMING 16"O.C.EACH (SEE TABLER60JOI) WALL HEIGHT LENGTH(INCHES) r •-b 72' "FR"-FLOOR AND ROOF FRAMING BUlti-UPHEADER 16d COMMON 13Ve'M1.16T) EDGEFACENAIL BE 9E 10E I1E 12 FT I- 1?STROKE 10 ITTO T'HEADER Wff"'SPACER) 1TO.C.EACH 16d 80%l3'xa'1m.135") FACE NAIL OWE,WSP,SEE.PBS.PCP,HPS,BV-WSP 48 AS 48 53 58 ACTUAL // / NOTE:CONTINUOUS TRUSS IDEMIFICATION SIGN IN COMPLIANCE WITH 79 NIYCRR 1265 5-Bd BOX 12)z">m IT);OR .ad o ❑ �= 9HEATHNNG METHOD9 O 11 CONTINUOUS HEADER TO SND 4bd COMMON REQUIRE ALL FRAMED 12Y"#1.13i");OR TOENAIL DOUBLE ;w; j APPLICAMSHALL PROVIDE ENGINEERED WOOD PLACARD IN w�// EM 41Od BOX 13'1d).128') GB 4B 48 dB 53 58 SINGLE SIDED=OSxACNAL y' ya PORTIONS OF THE EJ� LL BRACED WALL LINE TO BE ACCORDANCE WITH TITLE 19 NYCRR PART 1265 AFFIXED ON W 16d COMMON(3'9'xD.16T') 16"O.C.FACE NAIL / SHEATHED OR ADJACENTTO ANY ELECTRIC METER BOX ATTACHED TO (JJ 12 TOP PIATETO TOP PLATE LIB 55 62 69 +PN ACTUAL THE EXIERICK OF THE STRUCTURE FOR FIELD INSPECT ION. IOd.131 BOX M M1.12B";OR 1TO.C.FACE NAIL n LOCATION OF BRACED WALL PANELS TRUSS/ENG.LUMBER IDENTIFICATION Q 3k0.131 NAILS SDC A,BAND C,ULTIMATE DESIGN as Pmz�saa w/ DOUBLE TOP PLATE SPUCE FOR SDCs "I 6d COMMON(3VF"):6T');OR WIND SPEED<140 MPH 2B 32 34 ` Z LL A-D2 WITH SEISMIC BRACED WALL LINE 12-16d BOX(3Ya"x0.135"I:OR FACE NAIL ON EACH ABW d8 FIGURE R602.10.7 scrF 0 Q 12-10d BOX fY!XD.128");OR SPACING<25' SIDE OF ENDJOINT SDC DO,Dl AND D2.ULTIMATE DESIGN END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING ''^^ 13 12-3"x0.131"NAILS (MINIMUM 24"LAP WIND SPEED<140 MPH 32 32 34 NP NP UBLE TOP PLATE o NTlrvuoxELY E.EATHED REQUIREMENTS SPAC 02;2DBRAPLICESDL DO, SPLICE OF NGTH EACH PFH rcaxrlxuousLrarvEArHEo coxnrvuousLrsHEArxso carvrlNuousLY SHEArn[o It oaRAc[Ow"u urvEUx[SPACING CI D2;AND BRACED WALL LINE 12.16d 13Vak0.135) SIDE OF ENDJOINi) SUPPORTING ROOF ONLY 16 16 I6 18 20 48 ALL E KONTIlUOUSLrsxeATue^ f W Return Panel:24'for bmatl wall lines sheaNetl wish IRPEEEI-11I SEh Q = r BOTTOM PLATE TO JOIST,RIM JOIST. 16d COMMON(31$'%0.16T) 16"0.C.FACE NAIL PRAcEo /uu// LuxE/ TRACED-LURE / eR"cE�LL ux // � //// / 32'forbmcetl wall lines sheaNed � U Q is BAND JOIST OR BLOCKING(NOT xnitl stru2uaalfiEerboard E�/BRACED WALL PANELS) 16d BOX 1*50.135");OR ITO.C.FACE NAIL � L!� QQ` M 3'MI.131 NAILS OPPKe D:24"for b,md wall linessh-S! 0 r r PFG 24 2] 30 33 36 I.SxACiUAL with woods ,.I Panels BOTTOM PLATE TO JOIST,RIM JOIST. 316d BOX 13ViW.135'):OR 3 EACH 16"O.C.FACE NAIL W 15 BAND JOIST OR BLOCKING(AT 32'for braced-Illlnessheadled 0 S 2-16d COMMON I3Y'1m.16T'):OR 2 EACH 16'O.C.FACENAIL 'i�� / / wilhstrudumlfiberboard BRACED WALL PANEL) 43'k0.131"NAILS 4EACH 16"O.C.FACE NAIL C3G 24 2J 30 33 36 ACTUAL d41d BOX(FA0.113");OR PANEL / EL HDId-0evm BOO lM opadty lastenetl tv the Q Z LE ooEow Lp device;etl fthe brad wall 1 316d BOX 13Y'Si0.135");OR P ExooF eaacEo wnu imE ^cote apneEpwnuuxE vnxE'i:rixoor ewLCEo !-"' +°u^x LwALLPAxEL v�1e� w,LL v.xEL 9B0 P'^e Q _d COMMON 1TFVWJ 31");OR TOENAIL SDC A,B.AND 16 18 2D 22 24 LIAACTUAL WALLLIRE 111REOUIRF xrs doses[tv the cvmeravd tv the •♦ Q 4-I Od BOX OR ENDCONDITIONI ENDCONDITION2 END CONOITION3 Me END CONDITION 4 ENOCONDITIONE faundationvr ibvrfNRTvglaelvw V CS-PF d3'k0.131"NAILS /\ N 16 TOP OR BOTTOM PLATE TO STUD SDC DO,DIANOD2 16 18 20 22 24 ACTUAL For Sl:t indi=25.4 mm,ttovt=309.8 mm,1 peuntl=4A5 N. V 316d BOX 13J'ON(3;FO.16 FIGURE R602.10.6.4 W (� m O 2-16d COMMON 2EF');1.16Z'):OR END NAIL 310d131"Nx0.128'I;OR ADJACENT CLEAR OPENING 1.BRACED LLLINE METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION � Z 33"xD.131"NAILS HEIGHT(INCHES) 1.BRACED WALL LINES AS TOP PLATES,LAPS AT CORNERS 310d BOX f3'X0.128');OR INDICATED ON BRACEDWALL WALL CONSTRUCTION ExrBxT OFHEA EpmrH ooUBLE POpTU FRAx r i] AND INTERSECTIONS 2-16d COMMON I3Y'1d7.16i'J:OR FACE NAIL <64 24 21 30 33 36 PLANS SHALL BE PON-Ea "U sI OL v Rr ESlrvm apacsvw"u vaxELsl- ,^ 33'k0.131"MAILS CONSTRUCTED IN oR eAr+v rolsr Ao 0 v, co O lOxE aP.sDEo_LLv_EL7 3-Bd BOX 1214"k0.113);OR ACCORDANCE WfTH R602.10 I�TI�- F'ra'SN¢O x 2bd CO MMONZIVW.13I");OR 68 26 2] 30 33 36 OFTHE2020 RESIDENML wonslxOte OA^oxeLEPOR;.i� a W V) 18 1"BRACE TO EACH STUD AND PLATE 2-I0d BOX 13'X0.128");OR FACE NAIL CODE OF NEW YORKSTATE. vEpvsxDicuup FRAuixO y - rRA TAIIE2STAPLES 1s%" AS P. SHEATH s' Mcl BOX(2Yz"X0.113');OR ]2 2] 2J 3D 33 36 2.THE MAXIMUM SPACING BNACEvwu vullL OPS*xGloEs 2-Bd COMM111* ON I2Y'Sd7.137');OR BETWEEN BRACEDWALL B0A0cEo OALLNO"xEEN 111c I'll19 i"x6"SHEATHING i0 EACH BEARING FACE NAIL LINES SHALL BE W FT, ea L ISSUE/DATE: 2.1 Od BOX 13'XO.128");OR tso swxeAS EN 2 STAPLES.I"CROWN,16 GA.I%"LONG ]6 30 29 30 33 36 3.BRACED WALLS PANELS _ - N. '- ISSUED FOR PERMIT-6232024 3-8d BOX( "X0.113);OR ARE FULL-HEIGHTSECTIONS SRAcmwuLv"xEL vROx NArts lrva ORl PAxE,. ucrvRALL ISSUED FOR PERMIT-7]72025 PLATE TO ,Ed COMMON(ZI4 131');OR 80 32 3D 30 33 36 OF WALL.BRACED WALL PATTEerv"s sxowx AMENDED DRAWINGS-8/122025 310d BO%13'X0.128'):GR PANELSSHALLBE eRACEow"u PANEL `3 ISSUED FOR B.D.REVIEW-7242026 1"x8"AND WIDERSHEATHING 35TAPLES.I"CROWN,I6 GA.I%"LONG CONSTRUCTED AND PLACED o xlxO Trot. 2D WIDER THAN I'kB' FACENAIL ACCORDING TO BRACED sa�w-AOLip�oxO - OPPDEITE sioEOF SHFArwxD n^. TO EACH BEARING 84 35 32 32 33 36 SRACEowuLVANEL ENAC 447d Box(2)57X0.113);OR WALL PLANS AND BRACING 38d COMMON(2k'D.131"):OR METHODS SPECIFIED ^�x w L THE 310d BO%13'k0.128");OR - E rH N SANILREAT mO 4 STAPLES!"CROWN 16GA.1 "LONG BB 35 32 32 33 36 4.BRACED WALL PANELS mcjsiu°sED PANELIN EACH E SHALL NOT BEGIN MORE I R. I'LLeLs,1p orv� TYPICAL 11ATAt FLOOR THAN iD-0°FROM THE ENDS vERPExD¢uwaPaAxixc xiry LENOTHOF PANEL PER TAaLE Rsm lob PRAUE coxsrpucYON 92 43 3] 35 35 36 OFTHEBRACED WALL LINE. 4-8d BOX 12'!a"XOA 13;OR - 1smrry WIN cnxDDIAMasiuoj THERE SHALL NOT BE MORE 21 JOIST TO SILL.TOP PLATE OR GIRDER OF 3-Bd COMMON(ZYW.131");OR TOE MAIL THAN 201 BETWEEN TWO ^aAxo amsr o,epACEowALL VAVEL z1 _PLATE WASXER MT"eU" 310d BOX(S4328');OR 96 48 41 38 36 36 BRACEDWALLPANELSON R60311fj612jscu 33'111.131 NAILS THE SAME BRACED WALL RIM JOIST,BANDJOISi OR BLOCKING '1D.113') 4'O.C.TOE NAIL - _- -- - LINE. - -- --- -- - - 22 TOSILLORTOP PIATE(ROOF Bd COMMON 121S"tl1.131');OR 100 - 44 60 38 38 Fvr Slat inch=25.4 mm. - ---- ----- - -- - - - --- -- 35A.131"NAILS SHALL BE CONSTRUCTED IN BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO OVER CONCR 11 APPLICATIONS ALSO) 1Od BO%13W.128");OR eO.C.TOE NAIL CS-WSp 5.ALLE%TERIORWALLS FIGURE R602.10.8(1) sscrmu R+m lE csspe ACTUAL ETE MASONRY BLOCK FOUNDATION 38d Box( 'X0.113');OR 1. 49 43 ao 39 ACCORDANCE WITH THE FLOOR/CEILING FRAMING FRONT ELEVATION SECTIO Lmm essroLmule°ve ar I'k6"SUBFUo.R ORLESS 2Ad COMMON I2Y5' 33ITOR CONTINUOUS SHEATHEDASDT ew roessurT. TO EACH JOIST 310d BOX 13"x0.12B");OR FACE NAIL STRUCTURAL WOOD PANEL RIx°R xxc®rEp°c 2STAPLE,1"CROWN,I6GA.I�"LONG 108 - 54 db 43 dl METHOD UNLESS Exvaolsr ovE eR"cEn wAuLL PANEL e.Rovsxuasr aR E. "A'NO,. 8.16d BOX 134'MI.I35"I:OR OTHERWISE NOTED.THE y/�'� "off faun �s 24 2'SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL PLYWOOD SHEATHING SHALL // p�I=psw+aEto 2-16d COMMON I3Y'141i6T) 50 45 43 BE STRUCTURAL GRADE AND - - vmncuopEcnons NOT LESS TRAN IM IN ^~ T PLANKS(PIANK 6 316d BOX 13Yi'7d7.135'):OR AT EACH BEARING, THICKNESS. 6OG25 BEAM,FLOOR 6 ROOF) 2-16d COMMON(ya'%.16T) FACE NAIL SR'1m L Po4GL xAD ExeFR - 116 - - 55 48 45 6.BRACED WALL PANELS °°AOCEnwuL Pu+roEL 5'}pHN/O VyT 316d COMMON) 'S0.167');OR SHALL BE NAILED OR en rvoc slEuttueu PuavEawxc°rvr ovEve+vv9pen..ain ,JtaJY 4-10B 131"NI.128');OR SCREWED IN 12 a 26 BAND OR RIM JOIST TO JOIST END NAB epAeE lPAxEL aRAeEDwALL PANEL Ep"D.-PANEL OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION 4-S'.14 GA.ST LS;OR 120 - - 60 52 48 4-3'x14 GA.STAPLES,Aa'CROWN WITHIN TABLE R602.3(1)OF AL sHEATH�Nc ooEs rvm LwPOVER R.Nv OR aIM a THE 2020 RCNYS. T+->•E^E vlsq y ro "�J NAILS EACH LAYER AS 2Od COMMON I4k0.19T):OR FOLLOWS:37 O.C.AT TOP. 124 - - - 56 51 7.BRACED WALL PANELS ARE 16°EowuLvuwiexv �ME�vwuiv"�N +6°uuD uev a NE a .042666 P BOTTOM AND STAGGERED NOTED BY THE FOLLOWING: M'� SR"iC eLac eER nov5a.n� ewiilll[0. // so aHEATH D CONTINUOUS L °s^st+ �"+sE OF NEXN 24"O.C.FACE NE IL ATSIDE 70P lOd BOX(3'M1.19T');OR AND BOTTOM STAGGERED 128 - - - 61 54 SHEATHED WOOD / wmal BUILT-UP GIRDERSAND BEAMS, 3'x0.131"NAZIS STRUCTURAL PANEL 27 ON OPPOSITE SIDES ' 2-INCH LUMBER LAYERS b.CS-PF=CONTINUOUSLY A AND: M2 - - - 66 58 SHEATHED PORTAL PANEL - `Anu R•xi _ cx -EN 2-20d COMMON(SN0.192'):OR FACE NAIL AT ENDS AND AT c.GB=GYPSUM BOARD pExv aOLsr enorwpewcEowiu N6"®crio vc 3106 BOX 13'X0.129T OR EACH SPLICE vAxEL wALLP-IL FRONT ELEVATION wowatsacrve+LPu siE+iwxevrp"Pmvv�ve.vsosxuaist 33M7.131"NAILS 136 - t - 62 8.THE ENDS OF THE BRACED xu sRx FIGURE R602.10.8(2) ALA - SECTION exais vow PROJECT NUMBER: WALL LINE$SHALL BE BRACED WALL PANEL CONNECTION WHEN PARALLEL OVER RAISED WOOD FLOOR-OVERLAP OPTION a16BOX I3V`,I0.135");OR CONSTRUCTED USING ONE TO FLOOR/CEIL NG FRAMING w,ap DK202412 For SI:1 inch=25.4 mm. f++NEnEPORTAL.EA.H LAPS .D FIT SI:1 Inch=25.4 mm,11bot=304.8 mm. L28LEDGER STRIP SUPPORTING 316d COMMON I3'S'k0.162'):OR AT EAQHJGIST OR Id0 - 66 OFTNE METHODS SHOWN o pxaoapolJOISTS OR RAFTERS 410d BOX[S' J28);OR RAFTER,FACE NAIL BELOW. BRACED WALL PANEL CONNECTION r�CONTINUOUSLY SHEATHED PORTAL FRAME43k0.131"NAILSBRIDGING TO JOLST 2-IOd IJ'x0.128') EACH END,TOE NAIL 144 - - ]2 �.oePE.wawaa eu.r„.s F-001 OF F5 SIDING/CLADDING MIN. T ABOVE ROOF SURFACE AND COVERING FLATROOFNOTE: FLASHING AT LEAST Z' " sloear TRuss PROVIDE 42A SIMPSON STRONG-TIE ON INSIDE OF STUD FASTENED TO -BEAM&STRAP EXTEND LEAK BARRIER AT ARCHTECIURAL / LEAST 5"UP WALL. (2)NAILS.PER STEP imo Tn FLAT ROOF JOISTS gyp\ DE9Ki(`1 FLASHING <; MIx��` I, P.O.BOX 2W / ASPHALTIC PLASTIC c= 3 v csD YAPHO.BANK,NV50 w CEMENT Dsrax 1 / INDIVIDUAL BASE .. , TELEPHOEMNL1)79346DB FLASHINGSQUARES III' St ng- DAV_WSSINGER@DKARCHDESIGN.COM WOVEN INTO SHINGLES: �. ••• apn 0° LSU 9-Tie HRC22 PLACE METAL STEP °N�`x FLASHING JUST UP-SLOPE 11 •`•• Simpson RIDGE FROM EXPOSED EDGE OF F1a,E CORNER Strang-Tie HOP SHINGLE AND EXTEND 5" s SIMPSON STRONG-TIE°ITEM:H2A AN R OVER UNDERLYING TYPICAL RAFTER SIMPSON STRONG-TIE°REM:CS20 SIMPSON STRONG-TIE°ITEM:LSU 8 CS20 SHINGLE AND 5"UP WALL TYP RAFTER TO STUD ALTERNATE RAFTER TO CONNECTION WHEN RAFTER RAFTER TO RIDGE -STEP FLASHING PIECES TYP.HIP RIDGE&CORNER OVERLAP EACH OTHERZ' CONNECTION ^STUD CONNECTION ^AND STUD SPACING DIFFER RAFTER TO RIDGE CONNECTION BEAM CONNECTION CONNECTIONS �a6 sRE APRON W/HEMMED SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. 4 SCALE:N.T.S. 5 SCALE:N.T.S. Imo/ SCALE:N.T.S. 020M DKARCHITEC-1.DESIGN.P.C. EDGE 20 SIDE WALL FLASHING DETAIL C O N S U L T A N T S SCALE:N.T.S. �EXIEND NON-CORRODING METAL COUNTER ` FLASHING OVER BASE FLASHING CS20 ACZ (2)NAILS PER STEP II SIMPSON STRONG-TIE°REM:ACZ F PHn�cPusrlc 12 POST&BEAM CONNECTION CEMENT SCALE:N.T.S. $ FAA INDIVIDUAL BASE SIMPSON STRONG-TIE°ITEM:CS20 SIMPSON STRONG-TIE'ITEM:LUS SIMPSON STRONG-TIE'REM:.JB/BA SIMPSON STRONG-TIE'REM:HB SIMPSON STRONG-TIE'REM:GLN/HGLN FLASHING SQUARES WOVEN INTO SHINGLES: �k PLACE METAL STEP FLOOR TO FLOOR CONNECTION 6 FACE MOUNT HANGER 9 TOP FLANGE HANGER 10 TOP FLANGE HANGER TOP FLANGE HANGER ;* �. �.�' / FLASHING JUST UP-SLOPE SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. 62 FROM EXPOSED EDGE OF @ SOLID SAWN LUMBER CONNECTIONS @ SOLID SAWN LUMBER CONNECTIONS @ STRUCTURAL COMPOSITE LUMBER CONNECTIONS @STRUCTURAL COMPOSITE LUMBER CONNECTIONS V h SHINGLE AND EXTEND 5" / OVER UNDERLYING 2X STUDS,SEE PLANS 2X PLATE, Z'MIN. _� c O LjL SHINGLE AND S"UP WALL /" SEE PLANS -STEP FLASHING PIECES HDUS-SDS2.5 SIDE COVER V ` W t, SUB-FLOOR, 3'SGB'k1/4•• ,".� W OVERLAP EACH OTHER Z' - SEE PLANS PLATE O V RIM JOIST,SEE PLANS NAILED WASHER APRON W/HEMMED •SIMPSQN°LTP4 CONNECTORS PORTION II SIMPSON STRONG-TIt�REM:AS � Q� EDGE ORAPPROVED EQUAL 7E OC. • Q / &BASE CONNECTION �FA6 TEN W/12.6d2•NAILS _ T �y 'SIMPSON"CS20 STRAPS OR SCALE:N.T.S. CHIMNEY WALL FLASHING DETAIL APPROVED EQUAL AT EVERY STUD, " 0 21 ""°""""""""`" ,,,�,,,"„ SCALE:N.T.S. FASTEN AS PER TABLE 3.45 I7'MAX.CLEAR SPAN "o AS PER R403.1.6,98'DIA.ANCHOR BOLTS,23'DC. -- Q T S UNLESS NOTEDOTHERMSE MIN.7'EMBEDMENT �� a �L' � (1)#4 REBAR IN SHEAR (M) AND MIN.MID L THIRDON BOLTS SHALLRELOCATED " a REBAR li - CONE-12'MIN.REBAR ,Icx,�s Q Q EXTEND CRICKET r IN THE MIDDLE TMIRDOF THE WIDTH OF THE PLATE LENGTH LENGTH �.f �y _ FLANGE MIN.18'• MIN.3'X 3"WASHER&NUT'SIMPSON' THREADED ROD EMBEDDED SIMPSON STRONG-TIE°REM:LBPS Flo e� .z O LBPS5/8 OR APPROVED EQUAL INTO CONCRETE I/Z'FROM 5/8"DIA BOLTS83"x3'k1/4"PLATE WASHER: W V— UP ROOF DECK _ CORNER s (2)PRESSURE TREATED SILL PLATE SEE PLANS I STORY @ 7Z'O.C. _ _ 2 STORY @ 36'O.C. _ cn COPPER TERMITE SHIELD W W SIMPSON STRONG-TIE'ITEM:HDU SIMPSON STRONG-TIE'ITEM:STHD 14RJ 3 STORY @ 23'O.C. M„",,"° ;;a"„^,^ Q z MIN.I Z' t FOUNDATION WALL,SEE PLANS @ EA.OUTSIDE EXTERIOR WALL CORNER @ EA.OUTSIDE EXTERIOR WALL CORNER WITHIN 12'FROM END PLATE _ '°"' Z Q ET RIDGE �'' a ,may M `�a MI".(z)PER PLATE ALTERNATE ANCHOR BOLT DETAIL O U CRICKQ EXTENDCRICKEr - �� Via.,, DOUBLE SILL PLATE ALTERNATE CORNER SILL PLATE TO � �� TYPICAL SILL CONNECTIONS AT 0 CV Q J OF CHIMNEY TO , TO FLOOR TO STUD CORNER HOLD DOWN HOLD DOWN FOUNDATION SILL PLATE TO FNDT.(SLAB) OF.6"UP BY �' '� *�~' GARAGE WALL LOCATIONS LJJ C9 m " 5 1a 15 1s n 08 1s fA Z F— @i`£ " SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. U SCALE:N.T.S. SCALE:N.T.S. z SEAL SHINGLES TO ~ C) Z) METAL FLANGE W/ FASTENER NOTE: Q ASPHALTIC PLASTIC 1.ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON STRONG-TIE WOOD CONSTRUCTION CATALOG-LATEST EDITION.INCORRECT FASTENER QUANTITY,SIZE,TYPE,MATERIAL,OR FINISH MAY CAUSE THE CONNECTION TO FAIL. w t O CEMENT d W CHIMNEY CRICKET DETAIL NOTE:R905.1.1 UNDERLAYMENT.UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR ASTM D 4869 TYPE I&II. NOTE:ALL METAL HANGERS,CLIPS,NAILS,BOLTS SCREWS,ETC.IN 2 SCALE:N.T.S. R905.1.2 ICE BARRIER.AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO 'SIMPSON"CS20 COILED STRAPS ISSUE/DATE: EXTEND END OF SHINGLE MIN. EDGES OF ALL ROOF TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.TYPICAL RESIST CORROSION FROM PRESSURE TREATED LUMBER. OR APPROVED EQUAL AT EVERY ISSUED FOR PERMLT-6232D24 1Z'BEYOND VALLEY CENTER 6' RAFTER,MAX.SPACING 16"O.C. ISSUED FOR PERMIT-1R2025 LINE&FASTEN TOP CORNER TOp pLgTE ALL ARCHITECTURAL AND THREE AMENDEDDRAWINGS-8/122025 MIN.6"HORIZONTAL LAPSIID 'y STAGGER FA6TENERS ISSUED FOR B.D.REVIEW1242026 e y BOLTING BOLT SPACING IN 2 ROWS TAB ROOF SHINGLES HI GLE OR AS FASTENERS PER SHINGLE OR UNDERLAYMENT � PATTERN SIZE(d)(d) (s) PER MANUR SPECS, M IN.6'OVER �p E 2'MIN. 6.S MIN.FOR2a 10 LEAK BARRIER. A 112' 12' SEE PLANS2.12 (1)'SIMPSON-H7Z HURRICANE TIE SEE a�T`. sMAX 7.5•MIN.FOR 1 1 DETAIL 02 OR APPROVED EQUAL AT CENTER FULL WIDTH m. B 18• 12• ,I ti ROLL OF LEAK BARRIER C SIB' 12' 3I4'MIN. ICE EACH RAFTER AT I6'O.C.MAX. -DO NOT PLACE 'SIMPSON'LTN CONNECTORS LEDGER LAG SGREWOR BOLT SPACING •DISTANCE SHALL BE PERMITTED TO BE BARRIE (2)8d NAILS THIS SIDE OF RAFTERS FASTENERS WITHIN 6" D 14• iT BOARD AS PER TABLE R`W7.2 REDUCEDTOa SIFIAGSCREWSARE 24°MIN. OF CENTER LINE T MIN. (NTS) (TOTAL0 OUR Ed NAILS INTO RAFTER) USED OR BOLT RIEWSG Is REDUCED 8 (8)ed NAILS INTO PLATES THaT OF LAG SCREws TDaTTACH 2 x B (8)8d NAILS INTO STUDS EXTEND STARTER STRIP rL OF BOLT IEDGER6 TG 2 x 6 BAND JOISTS _MIN.(2)2x4'S DOVG FIR S2 ACROSS VALLEY L (s) (s) (s) IS) (s) (s) OR BETTER MIN.12'&WEAVE W/ XI / PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS MIN.12'BEARING OPPOSITE SIDE STARTER '4�a� MIN.711E SHEATHING / STRIP SHINGLE I/ 'SIMP60N•CSMCOILED �- --�- - -`Ir- -- NOTE: SIDING STRAP OR APPROVED EQUAL AT [mm aRHYMAl 1CAllE CUT OVERLYING SHINGLE57'AWAY FROM EVERY STUD(MAX.16'O.C.) wroaxsuR. VALLEY CENTER LINE-CLIP SHINGLE CORNERS •SIMPSON•CSI6STRAPS REFER TO"SIMPSON" SHEATHING FASTEN AS PER TABLE 3.IB w1MIN. 45"&SEAL VALLEY SHINGLES TO EACH OTHER ---W---- `!'-- -�- - FROM SILL TO TOP PLATE MANUFACTURER'S FLASHING FOR WATERTIGHTNESS 12•BEARING ON STUD SURFACE W/ASPHALTIC PLASTIC CEMENT BEAM ELEVATION SPECIFICATIONS FOR 4(d) n ALTERNATIVE APPLICATIONS DECKING MIN.12^BEARING zs CLOSED CUT VALLEY DETAIL II I 'SIMPSON'FACE MOUNT HANGER - SCALE:N.T.S. 11 OR APPROVED EQUAL TO MEET A 5 FLITCH PLATE BOLTING PATTERNS HOLDOWN CONNECTORS MINIM UM UPLIFT OF 600 psi WOOD PED AR-4 SCALE:N.T.S. INSIDETHEWALLSEE ) BEARING CAPACITY-NAILING .tE OHN(T/•/x� - I DETAIL 12 FOR MORE INFO. T PATTERN AS PER MODEL NUMBER S REFER TO MANUFACTURER TYPICAL WALL FRAMING DETAIL oo-y 4 L`J ) ) BEARING WALL II 2x LEDGER WITH FASTENERS IN SCALE:N.T.S. - d ACCORDANCE WITH TABLE R507.2 e i MAX FINISHED FLOOR TO BE SELECTED w/3/4°SUBFLOOR '::::::::..:::::::::::..... H6° OTT MIN 750 LB,CAPACITY AT 4 LOCATIONS, CONNECTORS Nl o'04265G()Rr MIN.3S00 PSI CONCRETE WALL FLOOR JOISTS FOE: V EVEN LV DISTRIBUTED ALONG DECK AND ONE STUD SPACING 16"O.C. F WITHIN 24.OF EACH ENDOFTHELEDGER. MAX.(ONE EACH SIDE) SOLID BLOCKING UNDER (({{� NOTE: HOLD DOWN DEVICES SHALL FULL ENGAGE BEARING WALL,TYPICAL ::.'.':.?c` '��...:..:..::.:'::.':':.'...': THIS DETAIL IS.APPLICABLE DECK JOIST PER HOLD DOWN MANUF. (8)Ed NAILS TO RIM J015T }}; .'.: }} }}}}}} }L}} � AFULLV THREADED 3I6'DIAMETER (8)Ed NAILS TO STUDS F.J.(REFER TO PLANS) WHERE FLOOR JOISTS ARE 1J V� PARALLEL TO DECK JOISTS LAG SCREW PR EDRI LLED W MIN. 2)UAL CONNECTORS CT OR APPROVED ' 3'PENETRATION TO INDIVIDUAL WMTL.OVEN FLASHING CENTER PLATE, SOLID EQUAL CONNECTORS JOIST SPACING SQUARES WOVEN INTO SHINGLES 'ENGINEERED LUMBER SHALL BE "...........- """"' STUDS,OR HEADER PROJECT NUMBER: CALCULATED IN ACCORDANCE BEARING WALL EACH OCKING J 16^O.C.MAX.(ONE EACH SCE) w/ASCE-7-16(TYPICAL) WALL DETAIL @ GARAGE WALL EACH BAY �8)8d NAILS TO PLATE LST JOIST DKzozalz OPEN VALLEY DETAIL TYPICAL OFFSET BEARING FOR 2X LUMBER RETURNS&BETWEEN GARAGE DOORS F L N,T.S EDGER BOARD 30 CONNECTION DETAIL TYP.CANTILEVER FRAMING DETAIL2. //� 2a SCALE: . 26 SCALE:N.T.S. SCALE:N.T.S. FIGURE R507.2112). SCALE N.T.B. SCALE:N.T.S. FOOL OF5] TABLE 2 REQUI TYPICAL AIR SEALING DETAILS INSULATION AND FENESTRATION REQUREMENTS BY COMPONEMD PRq-QTECTUFRAL oxFFITWI a a•R loM v4° vLL vuu BACKER BOARD DESIGN R EXTEIOR INSULATED WALL I CONTINUOUS BEAD OF SEALANT P CONTINUOUS BEAD OF LYWOOD/OSB SHEATHIN P.O.BOX 250 u1e CONTINUOUS BEAD OF ADHESIVE YAPHANK 11980 m .b' wle a•n wlv CONTINUOUS BEAD OF SEALANT PORCH RAFTER L-i� TELEPHONE:AIL' 793<GOB EX LEDGER ON TOP OF TUB SURROUND '--�- EMAIL' ATTIC INSULATION E—" DAN.KISSIN DWIRCIIDESIGN.COM WEATHER BARRIER WOOD FRAMING BEYOND FLOOR ASSEMBLY GERM m<m<.m,m:,.wn°m a.°ma^na men°w.Wl pipti°:w^meamlaa<:yo mam<n°I FLOORASSEMBLY—) AND SHEATHING SHEATH INTERIOR OF ATTIC TUB UNIT CONTINUOUS BEAD OF11 �ivpb`nno`in°e<s cue nvo,o�mo ^°,�im,.' N ACCESS TO vI•'OF SEALANT iLl9mi wn�F u�ai w°,�io on nw niomld�ri�tr ai.... aAivw+lvm.a�bnairn�nlioo;°°Oiiroms:�m:of CONTINUOUS BEAD OF SEALANT INSULATION LEVEL AT TUB AT EXTER R ILL WOOD FRAMESOFFi em<IN°yT mmvarolsrlv,n<,me-Is<mnlr n,°arm<^In°nl„b,<Ilm m.°m<,I.<v<n,e.smmnm°,m,"wn^<^im I"RIGID INSULATION INSULATED EME OR UD WALL ASSEMBLY CONTINUOUS BEAD OFSEALAM a PROVIDE BLOC NG A'STUD CAVITY PROVIDE INTERIOR SHEATHING AFFOOMID�ffS I.—TIE 9 m°`�immiem m oiwmmoelnm'oae°wenOpw<�oepa�noemlmni°�c:ae �,M�eonwmb^e.<hrea:,an.°. TCCESS PANEL THIN�PROFILEW LL FATHING AT EXTERIOR WALL PRIOR TO m'„ey.nn,an:,wn�n:nmly�m mmm<owr°^avmw'ro,n'n:+lm,m,e-wnmme.ly —IMERIOR GYPSUM WALLBOARD BUILDING PAPER/ 5 FFIi ASSEMBLY Im+ovw*ux� uuav �w.e°esicw, 1. m<a,ryn.::aiotiin<,e�ewwt�lbw„n,°ma^.Im^b:a.°:m::.o::Pn.'Is s:,,�,e.u+n.er m„nro^q::as AS AIR BARRIER HER BARRIER TRIM AS REQUIRED CONTINUOUS D (SEALANT A 5RE FINISH CEILING CONTINUOUS BEAD OF SEALANT �� ,m�mrueorce wn5mtm:a23.?In<:eco^ev+mno°°ob,.m,oma°Ilwmm�ol lnemvMm^m ro.mo oflm EXPANDING At I 02M4 DKARCHITEDTURAL DESIGN,P.D. F--WOOD FRAME--) FLOOR ASSEMBLY _ CONSULTANTS: TABLE R402.1.4 EQUIVALENT U-FACTORSD RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/SHOWER BUILT—OUT SOFFIT AR FFFAFF 1 2 3 4 5 aas LOOR ASSEMBLY a<°v°wewm. n IMERIORINSULATED WALL BETWEEN SPRAY FOAM INSULATION CONDRIONED SPACE AND ATTIC OA. B ROOFSKYLIGHT /� EXPANDING FOAM SEALANT )F ROOF RAFTER �PREFAB� ROUGH STRINGER RIDGE INSULATION FIREPLACE UNIT GYPSUM BOARD TABLE R402.4.1.1 R-V LUE/IHICKNESS PER CLIMATE INSULATED EXTERIOR (BOTH SIDE OF WALLI DING AIR BARRIER AND INSULATION INSTALLATION EXPANDING FOAM SEALANT STUD WALL FOAM EXISTING BAND JOIST F o 6 CONTINUOUS BEAD OF NSTALLIMERIOR SH MING� SEALANT ASEALANT PRIOR TO INSIILLATIO OF PREFAB FIREPLACEINSTALL I"RIDGE INSULATION AT BOTH INSTALL SHEATHING AT ATTIC CONTWUOUS BEADHORIZONTALAND r SIDE OF SKYLIGHT SHAFT S��MPROVIDE INTERIOR OVERTICAL POSITIONS CAVITY INSULATION HEATHING AT W EXTERIORWAU.AND �J,JDRAINAGEPLANE— (LEAVE 3/8"GAP FOR ATTIC INSULATION PRIOROINSTALL EXPANDING EXPANDING FOAM GYP.BD.LINER—� 2X_BLOCYJ G TOSOGTASSE U!_ I TO SOFFIT ASSEMBLY FOAM SEALANT ATINTENTIONALGAPS EXPANDING FITFIR .--�rrei°mlm<ImeATI"RIDGE INSULATION FFLOOR ASSSEMMBLYFOMSEALANT II CAVITY INSULATION O ,mlem'a ZI= Pn'°mwlm ao°I—ar),.mn wn°m°awm.vy°im:,�lmwww.<i CONTINUOUS BEAD SECTION THROUGH STAIRWAY SECTION THROUGH WALL wv m+mae. x-.°m.:el n°Im::esvme,d. -SEALANT OF SEALANT MI c,m..m mmm:eoaa. [n�mm:d°::wamm°mhos e°,ma.w mgmnaoaenwvam,mlm^v°m°m MNIMUM I/T'DRIP mwu,apmrnl wen me°h eo°k:. �I, I"RIGIDINSULATION CONDITIONED/ em..,nmvne<m a«+ n°'b;:e°vi1"wm.ie<d lmm, m SOFFIT CLOSURE G W embnl::men Ne<Im<,m:,n:. ° mane plmn,"al e. SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT—OUT SOFFIT Q 2 r m4e Na mllm�°,may<m�< CANTILEVER FLOOR 7 8 9 10 11 } Q rn snm:Pmmmegem � W z 1„�,,,va�me �„:om..vn mmmmmop°^emy<ummalelm VENTED AIRSPACE MANUFACTURED THIN-PROFILE ATTIC VENTILATION BAFFLE CONTINUOUS BEAD Z Q n mmnmom a mcmeebwa:°°m mmp — (FULL WIDTH) i OF SEALANT C-) ,. CAVITY INSULATION PROVIDE RIDGE INSULATION i CONTINUOUS BEAD V N �C1 — <.mo�ae`� s� �rnmma bma^ BAFFLE AROUND VENTILATION IInn CHUTE-FOAM SEAL PERIMET CONTINUOUS BEAD OF SEALANT OF SEALANT V O CONTINUOUS MINIMAL ,m v<.mem OF RIDGE Z <ee:<Pv<I•.: r..:ea:v°m,. — PROVIDE STUD CAVITY CLOSURE - r ,:°a�u m,.<:�ao�n mmeawo-en+ 1 ,+°e ve h:mxanm°mnnelmmm ON BACK SIDE OF EACH STUD WINDOW PERIMETER R o O Z) CEILING GYPSUM BOARD WINDOW PERIMETER O CI) O CAVITY 'co AS AIR BARRIER IrX co CONTI CONTINUOUS BEAD OFSEALA 0- W r VJ M CONTINUOUS BEAD OFSEALANT a�oq<mm to aw..o,ono an:m<,m CONTINUOUS BEAD OF CONTINUOUS MINIMAL LINE ILLUSTRATES WINDOW UNIT AS ISSUE/DATE• �pRRq//°o<^enem..oe +acm°m lm.me°m me .:,,:nl CONTINUITY OF AIR EXPANDING FOAM AT AIR BARRIER ISSUED FOR PERMIT-fi232024 BARRIER AT WALL SECTION WINDOW PERIMETER ISSUED FOR PERMIT-TF72025 nmvpmm�moneee:brwoe mpmm mlw°ON.onw°I�^e _ I I 11,I1I --PROVIDESOLIDBLOCKING CONTINUOUS MINIMAL AMENDED DRAWINGS-8I122075 EXPANBENEATH KNEE WALL WINDOW PERIMETER ISSUED FOR B.D.REVIEW-T242026 nc,wW°caml..o:mnm emnim WINDOW PERIMEER nG revhta emn �mlw,mwv.vvwvq ve•e,a°e ptm CAVITY INSULATION CONTINUOUS BEAD ae nmm:moe°n<�O°mm:^wxan ::tm�epl OF SEALANT _ CONTINUOUS BEAD —A. WINDOWUNR AS AIR BARRIER OF ADHESIVE CONTINUOUS BEAD CEILING&KNEE WALL INSULATION EXONNDIN(GFFOMA INMATTL OF SEALANT WINDOW PERIMETER R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING(MANDATORY) CONTINUOUS BEAD HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED 1 2 OF SEALANT ONBUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL OR OTHER APPROVED CONTINUOUS BEAD HEATING AND COOLING CALCULATION METHODOLOGIES.NEW OR REPLACEMENT HEATING AND OF ADHESIVE mmetsDEnnnl coD[or COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL OR GREAT THE ATTIC INSULATION CONTINUOUS BEAD CONTINUOUS BEAD [wroetsurt. MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION THE EQUIPMENT ON WHERE THE EQUIPMENT IS ATTIC FLOOR FRAMING OF SEALANT ° OF SEALANT INSTALLED. RIGID INSULATION A7HIRSTRIPPI H PER CLIMATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED CONTINUOUS SILL SEALER GYPSUM BOARD BOX ENCLOSURE �� -,:-::_::.�: : :._:::::::� -��' � � -FULL WIDTHOFMUDSILL ATTIC INSULATION ATTIC FRAMING . ;_.L: .. FOUNDATION WALL AS SPECIFICATIONS: � '�' "' ' \/ ��j00 pC W CONCRETE SLAB AS AIR BARRIER REFER TO ENERGY CONSULTANTS CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION Y/ �� AND MECHANICAL SPECIFICATIONS. OFSEALANT j��j��\° ° t'�D CONTINUOUS BEAD AIR BARRIER ci 0 MECHANICAL LATCH TO PRESSURE EXPANDING FOAM SEALANT AT PERIMETER Q SEAL AT WEATHER STRIP PING ADDITIONAL SPECIFICATIONS: �DRYWANUOUS LLCEUNGDOFSEALANT MANUFACTURED PULL DOWN STAIR /\/\ • WINDOWS AND SKYLIGHTS:0.30 U VALUE 0.30 SHGC BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA LIGHTING FIXTURE BLOCKING RECESSED L IGIG AS REQUIRED HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PAPER 100 SQ.FT. MIN.(1)ENERGY STAR APPLIANCE LINE OF CONTINUOUS AIR SEALING STRATEGY— AIR SEALING STRATEGY— MIN.90%ENERGY EFFICIENT INTERIOR LIGHTING • BUILDING CAVITY CANNOT BE USED AS DUCTWORK RECESSED LIGHTING IN ATTIC ATTIC PULL—DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION PROJECT NUMBER: • ALL HOT WATER PIPES TO BE INSULATED TO R3 13 14 15 16 17 DK202412 ALL DETAILS MAY NOT APPLY F-003 DF❑5 DISAPPROVAL XQ N R,j H � AYVI � � R O AS (NORTH ROAD TO BAYVIEW) S68037'20"E 100. 00' S�)6 E D G E O F P A V E M E N T WEASEMENT FOR WATER-MAIN. — WEASEMENT P.O.B. FOR WATER A. G) MAIN ., 3 u? GRAVEL Qr O DRIVEWAY C O ao tu N m o 1 .8' r- Q 22.3' 0 M CONC. 06 GARAGE 61WOOD TILE WALK 10.7' GATEGO N WWOOD O GATE p O Q 40.3' Q ROOFED OPEN uJ u' PORCH C3 J O ?1 to = Ig SHED 01W J# an J 6'WOOD oIO 1—STORY �- LL_ rn GATE�pO HOUSE 0 M w 27.3' No. 1690 2—ST. ioA/C Z 4-J J J rn 00% m 174,-Pq n0 27 0, 2: = m 43.3 ^O rD 0 ~ LL_ C� 0 w N O W FE 4.0'W O r N R F GALE 4' DEEEN WOOD N FE CE WAS NING ' 3.2'E N D A N 12.1' S gU1�HEAD z 000 ll 1'S PAMP DOD RETAINING WA WAU- 13.7' WA.MVk LINE WALL 0.9'S L t{IGN AMP RAMP 0.91S AP 39 .6 0 RETAIN►NG 17.6 DOCK WpLL BULKHEAD 0.7MS 20.1'x6.1' HW A'(ER 1.7'S 16.5'S FRES SURVEY OF PROPERTY Nag01 4' »W GOOSE CREEK - SI TUA TE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LEGEND: TAX No. 1000-07000-1200-037000 SCALE 1"=30' OVERHEAD UTILITY WIRES MAY 18, 2022 AREA = 22,526.99 sq. ft. UTILITY POLE 0.517 ac. AERIAL LAND SURVEYING, D.P.C. NOTE: LOCATIONS AND EXISTENCE OF ANY 53 PROBST DRIVE SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THE SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. PHONE: 833-787-8393 E—MAIL: SURVEYSOAERIALLANDSURVEYING.COM WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE DISTRICT:1000 LOT:037.000 BLOCK:1 2.00 SECTION:070.00 'UNAUTHORI2ED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF ARTICLE 134, MAP/FILE NO.: N/A SECTION 7209. SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW "Copies from the original of this survey map not marked with an original of the land surveyor's Inked seal or his embossed seal shall not be MAP OF: "NOT ON A FILED SUBDIVISION MAP" considered a valid true copy." 'Certification Indicated hereon signify that this survey was prepared In accordance with the existing Code of Practice for Land Surveys adopted by the Now York State Association of Profeelonal Land Surveyors. Said certifications shall run only to the TITLE NO.' TDA-22-5020 person for whom the survey is prepared, and an his behalf to the title • company, governmental agency and lending Institution. Certifications are N not transferable to additional Institutions or subsequent owners.' MAP FILED DATE: N/A COUNTY TAX MAP ID: 1000-07000-1200-037000 SITUATED AT: TOWN OF SOUTHOLD y � SUBDIVISION MAP LOT & BLOCK 'S: N/A TOUCHDOWN ABSTRACT SERVICES INC. U_ 0 COPYRIGHT 2022 RALPH HEIL,. F= ELIZABETH DANIELLE SWIFT AND DAVID PENDELTON SWIFT AERIAL IAND SURVEYING, D.P.C. w OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY JOB NO.: 22-1041 `"' CARDINAL F114ANCIAL COMPANY. I I ED PARTNERSHIP. IS OA DATE: MAY 1B, 2022 � J.A..L : SALTYOWTSYAL naeuw PO BOX 894 Mattituck,NY 11952 MAN saltyrootsny.com 631.315.9091 4' Pool Compliant Fence Project ---` 1 SWIFT = 1690 North Bayview _ Rd. Pool Equipment m Title —' Pool Permit Plan r ` o Area of Septic m Scale z Q 1/16"=1'0" Date Q 02.02.2026 1 4' Pool Compliant Fence R, / y PLAN O \ Z NORTH \ TRUE rrNORTH w 4' Pool Compliant Fence z _ w 6' Pnuacy Fence 4 Pool Compliant Fence Q z o ILL 0 0��W `0 _ o 4 oa u_ � r F EL w 8'x8' Dry Well -- --------------- ',�Y -__ ,'--___--__-----_---__-_-__ ----- (A , 10'SET BACK Z W � N 4' Pool Compliant Fence E 6' Privacy Fence 6' Privacy Fence Project Description: m • Install 10'x36' pool w/8'x8' dry well. 0 • Install all necessary pool equipment. z • Install 6' pool compliantprivacy fence& gates where indicated. • Install 4' pool complaint fence. Page STORY ADDITION OVER EXISTING 2 - CARGARAGEPROPOSED SECOND FOR . ARCHITECTURAL DESIGN P.O.BOX 250 YAPHANK, NY 11980 1690 N BAYVIEW RD, SOUTHOLD, NY 11971 TELEPHONE:(631)793-4608 EMAIL: DAN.KISSINGER@DKARCHDESIGN.COM THIS DOCUMENT,AND THE IDEAS AND DESIGNS INCORPORATED HEREIN,AS AN INSTRUMENT OF NORTH BAYVIEW ROAD PROFESSIONAL SERVICE THE PROPERTY OF DKARCHITECTURAL DESIGN,P.C.FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THE ARCHITECT SHALL BE DEEMED AUTHOR OF THIS DOCUMENT (NORTH ROAD TO BAYVIEW) AND OTHER RESERVED RIGHTS INCLUDING THE AND SHALL RETAIN ALL COMMON LAW,STATUTORY r COPYRIGHT.THIS DOCUMENT SHALL NOT BE USED DRAWING INDEX I I I IN WHOLE OR IN PART,WITHOUT THE WRITTEN A-001 TITLE SHEET,PROP. PLOT PLAN,ZONING DATA,&FOUNDATION PLAN NEW 4"x4"P.T. WOOD POST BEARING '�j ' S7�6 100.00 AUTHORIZATION OF DKARCHITECTURAL DESIGN,P.C. A-002 PROPOSED PLANS, PROPOSED EXTERIC)R ELEVATIONS&SECTIONS ON NEW 12"DIA. SONOTUBE BEARING �`V/ J�' ALL RIGHTS RESERVED ON VIRGIN SOIL. F-001 FRAMING DETAILS I ® i REFER TO DETAIL ON THIS SHEET 1D _ _ 02024 DKARCHITECTURAL DESIGN,P.C. F-002 FRAMING DETAILS , 4- - I Oo5'LASEME T FOR WATER M INF-003 AIR-SEALING&BARRIER DETAILS y . t�1 11 - ., . „ I ONx I 1 MANDATORY ENERGY CODE COMPLIANCE STATEMENT 1 3/4 3-10 1/4 +/-18-3 I / I r CONSULTANTS JI To the best of my knowledge, belief and professional judgement, such plans or I _ _ _ _ I I specifications are in compliance with the 2020 Ne)w York State Energy Conservation f i i 1 r r � � 6 Construction Code and Chapter 11 of the 2020 Reesidential Code of New York State. r v EXISTING v WHERE MUNICIPALITIES REQUIRE"HERS" RATINGS THE REM MODEL — — — — A-002 I GRAVEL PROVIDED BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY _ _ I EXISTING N I DRIVEWAY SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS. I SLAB ON N 1.H.E.R.S. INDEX REPORT AS REQUIRED BY OTHERS _ _ _ _ I NEW 4X4 PT WD. POST ON - 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER THROUGHOUT I_ GRADE NEW 27K BTU MULTI 10'-9 1/2" POST BASE ANCHOR BY 13 ZONE CONDENSER THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS ARE PERFORMED. I I "SIMPSON"OR APPROVED +1_7'.9" °O 1 3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/INSPECTION F-002 EQUAL INSTALLED PER _ EX. CONC. PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER. r I MANUF. SPECS EXISTING/ EX.6' UPDATED5 j A TILE WALK WOOD 10'-8" GATE ` CODES AND STANDARDS ALL PLANS ARE TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK _ I 12" DIA. P.C. SONOTUBE NEW 2ND STORY 24"x48" POURED - I I PROVIDE GALV.METAL =I �� ADDITION (406 S.F.) ! STATE,AND THE 2018 WFCM. P.C. FOOTING.TAPER TOP C CONCRETE SLAB N CONNECTION -III = 40'-3 1/2" EX. ROOFED -ALL PLANS ARE TO COMPLY WITH APPENDI?X J EXISTING BUILDINGS AND I BETWEEN P.T.GIRDER c' Z - III- OF PIER FOR DRAINAGE �l C y OPEN PORCH r @ BOTTOM STEP i AND CONCRETE. STRUCTURES AS PER AJ6 (RECONSTRUCTIO)N) OF THE 2020 NEW YORK STATE TO BE MINIMUM 12" 4-0 � � •'•• O LINE OF EXISTING FOOTING (V.I.F.) III = NOTE: FOOTING &PIER TO . . 41 RESIDENTIAL CODE. BELOW GRADE. I I NEITHER GALV. _ � � I �O 213, � L — — — — — — — —i CONNECTOR NOR P.T. I ' I I BE MIN 3500 PSI CONCRETE g 11 -J G.C. TOCOORD. - - - - - - - - - - — = 1 O h 19- GIRDER SHALL HAVE ABBREVIATIONS 00 NUMBER OF CONTACT W/SOIL.. - O=� 2j2' RISERS TO GRADE I GOO �. 18� �\ ,� I - W EX.6' . k0 EXISTING qg, ANCHOR BOLT LAW. LAVATORY/VANITY O W ABV. ABOVE LIN.. LINEN PROPOSED FOUNDATION PLAN SCALE: 1/4"= 1'_0" S O N O T U B E DETAIL SCALE: 1/2"= 1'-0" N I WOOD 0 1-STORY � �1'� A.C. AIR CONDITIONING LNMY. LAUNDRY GATE DWELLING % V TYPICAL FOUNDATION NOTES: I �O r O A.F.F. ABOVE FINISHED FLOOR LTL.. LINTEL #1690 1.ALL NEW SONO TUBES TO BE 3500 PSI AND TO MAINTAIN MINIMUM DEPTH 3-0 BELOW GRADE, U.N.O. EXISTING �, EX. Z A.P. ACCESS PANEL LVL. LAMINATED VENEER LUMBER 2. REFER TO SECTIONS & DETAILS FOR MORE INFORMATION. 27-4' APB ANTONY POWER BEAM 2-ST. a A/C APPROX. APPROXIMATE MAS. MASONRY 3.M DENOTES POST LOCATION FROM ABOVE, PROVIDE SOLID BLOCKING UNDER ALL POSTS AND BEARING WALLS 395, r ASF ABOVE SUB-FLOOR MAX. MAXIMUM DURING CONSTRUCTION AND PRIOR TO FRAMING AND LOADING OF UPPER LEVELS. 1 FJr C ) �, ASPH. ASPHALT MANUF. MANUFACTURER 4. FASTENING FOR ALL STRUCTURAL LVL MEMBERS IS TO BE AS PER MANUFACTURER'S SPECIFICATIONS. I ONC 1 r MECH. MECHANICAL 5. NO LVL, POWER BEAM OR WOOD"I"JOIST MATERIAL IS TO COME INTO CONTACT WITH CONCRETE. COAT TOP OF BD. BOARD MTL. METAL 1 Fp'q�; BID. BIDET FOUNDATION WITH EITHER LEAD COATED COPPER FLASHING OR A SPRAY ON BITUMINOUS MEMBRANE. �) 2j.p, 4„ � W BLDG. BUILDING NO. NUMBER l BLK. BLOCK N.T.S. NOT TO SCALE 43'_ BLKG. BLOCKING B.O. BOTTOM OF O/C: OWNER FURNISHED/ SECTION R301 - DESIGN CRITERIA I Q 2x6 ON THE FLAT DOUGLAS FIR BOT. BOTTOM CONTRACTOR INSTALLED -- BRG. BEARING O.HI. OVERHANG R301.2.1.2 PROTECTION OF OPENINGS. MEMBER UNDER PLYWOOD PANEL __ __ _ _ _ _ LL BRDG. BRIDGING FASTEN EACH END OF 2x6 WITH ( "K o W EXTERIOR GLAZING !'I BUILDINGS LOCATED IN WIND-BORNE REGIONS SHALL BE B.P. BEAM POCKET PEDJ. PEDESTAL SINK 6 #8 X 4-1/2"SCREWS EACH END -,-I-Ir__�-- --�I-'_r-. B.W. BEARING WALL PROTECTED FROM -ND-BORNE DEBRIS. GLAZED OPENINGS PROTECTION O I o III u I I ,b.: � ' ' PK1T. POCKET DOOR �,_: E I p I p I Ln �r FROM WIND-BORN- '�BRIS SHALL MEET THE REQUIREMENTS OF THE LARGE JLL_ JL_=JI I 1 w , G PSL. PARALLEL STRAND MISSILE TEST OF AST?, E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION #8 X 4-1/2"SCREWS 10"O.C. I III -err-=�r-- I I I I co Q � � CAB. CABINET LUMBER CL. CLOSET P.T., PRESSURE TREATED — 301.2.1.2.1. GARAGE ►.)COR GLAZED OPENING PROTECTION FOR WIND-BORNE AT ALL PLYWOOD EDGES Q CLG. CEILING LUMBER DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT RESISTING I I II JLL—_JL_— WINDOW 1 ` O 1�==err---Ir--�I I I /DOOR I EX.4 DEER FENCE 1 N COL. COLUMN PROP. PROPOSED STANDARD OR ANSI/DASMA 115. 7/16" MINIMUM PLYWOOD PANEL TO I 1 II III II II 1 I BEHIND CONC. CONCRETE PRV'D. PROVIDED EXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT NOT EXCEED A 4'X 8' DIMENSION i ii iii ii ii 1 I ( EX. GATE V /� M CONT. CONTINUOUS PA�J. PANTRY LESS THAN 7/16 INCH(11 MM)AND A SPAN OF NOT MORE THAN 8 FEET(2438 MM) i L__-&L==JL__A i i 1 I EX. SAND W V W O CONTR. CONTRACTOR P.C.. POURED CONCRETE SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT it -TFf= —=r —1J I I __ ♦^ CONSTR. CONSTRUCTION PVC POLYVINYL CHLORIDE I �1I In II 11 I I �- �/♦ C.T. COLLAR TIES PSF POUNDS/SQUARE FOOT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING I I u ul u u I I v Q I .....I Ik==Ju_—_JL==dl C.M. CARBON MONOXIDE PSI POUNDS/SQUARE INCH THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS I 1 11 rr-- " II I I O — EX. SAND ul u 0- 12-11/2 0 DETECTOR P.L. PROPERTY LINE REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE I I II III II I I o >- E - 139.E EX. BULKHEAD (n 1 I II III II OO D O) I __�-——-' O O ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO I 1 11 JLL--�L-- ,I I 1 D. DRYER QTV. QUANTITY 111F--��-- " --�I I 1 RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE I III III u I 1 _ RAMP N -�-�- EX. WOOD RETAINI vJ DEMO. DEMOLITION WITH EITHER TABLE R301.2(2) OR ASCE 7, WITH PERMANENT 2x6 ON THE FLAT DOUGLAS FIR i III ul II I o 13''8" �+J DIA. DIAMETER R. RISER(S) MEMBER UNDER PLYWOOD PANEL WALL 0. W r CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS DIM. DIMENSION REF. REFERENCE FASTEN EACH END OF 2x6 WITH I 1 D.O. DOUBLE OVEN REV. RETURN PERMANENTLY INSTALLED ON THE BUILDING.ATTACHMENT IN ACCORDANCE _J_I__--_-----__!_L _ HIGH WATER LINE DR. DOOR REQ'D. REQUIRED WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF (6)#8 X 4-1/2"SCREWS EACH END : : DN. DOWN R.R. ROOF RAFTERS HEIGHT OF 45 FEET( 13.728 MM) OR LESS WHERE THE ULTIMATE DESIGN WIND EX. METAL EX. DOCK DW DISHWASHER R& S ROD&SHELF SPEED, VULr IS 180 MPH (290 KPH) OR LESS. "' EX.WOOD ISSUE/ DATE: 10 10"O.C. � RETAINING WALL RAMP 2 0.1 x6.1 R.01. ROUGH OPENING � c�` ,� ' n'•'rER ISSUED FOR PERMIT-6/23/2024 EA. EACH TYPICAL .7 vv 1'� TABLE R301.2.1.2 OF THE 2020 RESIDENTIAL BUILDING CODE OF NEW YORK EX. BULKHEAD E ISSUED FOR PERMIT-1/7/2025 ELEV. ELEVATION SCHED. SCHEDULE - AMENDED DRAWINGS-8/12/2025 ELEC. ELECTRIC SEC. SECTION STATE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD OPENING PROTECTIVE N CREEK F STRUCTURAL PANELS a,b,c,d ^ SCALE: N.T.S. O GOOSE EQ. EQUAL SHIP. SHEET A,} EQUIP. EQUIPMENT S.H.G.C. SOLAR HEAT GAIN COEFFICIENT FASTENER SPACING OPENINGS LESS THAN 4'X 8' EX.OR EXIST. EXISTING EXH. EXHAUST SPECS. SPECIFICATIONS FASTENER Panel span 4 foot< panel 6 foot<panel " EXT. EXTERIOR STD. STAINLESS STEEL PROP. PLOT PLAN TYPE <4 foot span <6 foot span < 8 foot ` STD. STANDARD F.D. FLOOR DRAIN SHVNR. SHOWER NO. 8 WOOD SCREW 2x6 ON THE FLAT DOUGLAS FIR 8'-0" SCALE: 1"=20'-0" F.F. FINISH FLOOR STL. STEEL BASED ANCHOR WITH MEMBER UNDER PLYWOOD PANEL INFORMATION TAKEN FROM 2-INCH EMBEDMENT 16" 10" 8" FASTEN EACH END OF 2x6 WITH -- - SURVEY PREPARED BY: FIN. FINISH S. SINK AERIAL LAND SURVEYING, D.P.C. FL. FLOOR S.D. SMOKE DETECTOR LENGTH (6)#8 X 4-1/2" SCREWS EACH END FLG. FLOORING DATED MAY 2022 FNDT. FOUNDATION NO. 10 WOOD SCREW #8 X 4-1/2"SCREWS 10"O.C. -r--'r--� --->r---n-rir-->r--�---n -r- I I II p p II I II p p II I I FP. FIREPLACE TEMP. TEMPERED BASED ANCHOR WITH AT ALL PLYWOOD EDGES 1 1 u u u III II II II 1 1 16" 12" 9" 1 I 11 __JL__JL__ 1! II --JL==JL_� II I I FTG. FOOTING T.O. TOP OF 2-INCH EMBEDMENT I Ir--�r-- �r TYP. TYPICAL LENGTH 7/16" MINIMUM PLYWOOD PANEL TO 1 III II a 11 u u III o GA. GAUGE NOT EXCEED A 4'X V DIMENSION 1 ° ° ° I 11 1I 1I II I I ' TO T PROFESSIONAL F MYSTA KNOWLEDGE I I II II II !I I II II II II I I V• TO THE BEST OF MY KNOWLEDGE AND BELIEF THE GALV. GALVANIZED 1/4- INCH LAG SCREW I 16==��=__JL 1 I6==��=_;�=—dI I ZONING DATA FOR: 1690 N BAYVIEW ROAD, SOUTHOLD, NY 11971 INFORMATION SHOWN ON THESE DRAWINGS AND SEAM I II I II WINDOW SPECIFICATIONS COMPLIES WITH THE APPLICABLE G.C. GENERAL CONTRACTOR UNEX. UNEXCAVATED BASED ANCHOR WITH III ii ii ° 1 11 a ii ° I I /DOORS TOWN OF SOUTHOLD NY REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF 16' 16' 16 2x6 ON THE FLAT DOUGLAS FIR I ° 1I II 1 ° ° I I BEHIND NEW YORK STATE. GD. GRADE U.N..O. UNLESS NOTED OTHERWISE 2-INCH EMBEDMENT I II JL==JL=_ !! 111 JL- JL== II I I SECTION: 70 BLOCK: 12 LOT: 37 GVL. LENGTH MEMBER UNDER PLYWOOD PANEL ZONE: RESIDENCE R-40 GRAVEL _ _�_-�__�_�s_I_I�__�==y__�-'-�_ GYP. BD. GYPSUM BOARD FASTEN EACH END OF 2x6 WITH GALV. .GALVANIZED V.R.. VAPOR RETARDER -r-�-Ir--'r--�--r!--Ir--n-=-rr---Tl--r- (6)#8 X 4-1/2"SCREWS EACH END 11 ° II III ° ° I v Q ITEM: REQ'D./PERMITTED: EXISTING: PROVIDED: VENT. VENTILATE FOR SI: 1 INCH =25. t MM, 1 FOOT= 304.8 MM, 1 POUND =4.448 N, 1 MILE PER I Ik=_JL__��-=dl Ik==JL==,L==�1 v H.B. HOSE BIB V.T..R. VENT THROUGH ROOF HOUR=0.447 M/S o II 1 II II O d 1 11 11 II III II - } MINIMUM LOT AREA: 40,000 S.F. 22,527 S.F. 22,527 S.F. (EX. NON-CONFORMING) HDR. HEADER VERT. VERTICAL/VERTICALLY a. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS V uLr AND A 45-FOOT MEAN #8 X 4-1/2"SCREWS 10"O.C. I I II 111 ' II 11 II II 1 I o F-_ HGT. HEIGHT V.I.F. VERIFY IN FIELD ROOF HEIGHT. I 11 JL__J1L__ III II JL--7, o MAXIMUM BUILDING HEIGHT(ACCESSORY): 18' 1 STORY 18'/2 STORIES COMPLIES AT ALL PLYWOOD EDGES I 1F==�r--r�r--�I I IF==L=r �I HORIZ. HORIZONTAL b. FASTENERS SHALT_BE INSTALLED AT OPPOSING ENDS OF THE WOOD II II ° ° III - "v (COMPLIES) HTG. HEATING 7/16" MINIMUM PLYWOOD PANEL TO I 11 ° nl ° ° ° o �Fl�D ARQti STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH 1 I p II III II I u 11 II III 1 '� 1-1N!q HVAC HEATING,VENTILATING,AIR W. WASHER NOT EXCEED A 4'X V DIMENSION I I L== ==Ju==� L==>L==�==J ITEM: REQ'D./PERMITTED: EXISTING: PROVIDED: CONDITIONING FROM THE EDGE OF THE PANEL. I I I C? `� W.C. WATER CLOSET/TOILET c.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING _�_I___________________ _ FRONT YARD SETBACK(ACCESSORY): 50 MIN. 41.5 41.5 NO CHANGE HWH. HOT WATER HEATER W.I.C. WALK IN CLOSET 2x6 ON THE FLAT DOUGLAS FIR : : -L: '( ) (EX. NON-CONFORMING) 2 W/ WITH WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE MEMBER UNDER PLYWOOD PANEL a KIT. KITCHEN W/ o WITHOUT BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2 FASTEN EACH END OF 2x6 WITH SIDE YARD SETBACK(ACCESSORY): 10'MIN. 10.7' 10.7'(NO CHANGE) (COMPLIES) INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. (6)#8 X 4-1/2"SCREWS EACH END 10" 110"O.C. d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE 1TYPICAL REAR YARD SETBACK(ACCESSORY): 10'MIN. +/-132.2' +/-132.2' (COMPLIES) o• ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL ATTACHED USING VIBRATION RESISTANT ANCHORS HAVING AN ULTIMATE �TFOF NE`rI� WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. OPENING PROTECTIVE SCALE: N.T.S. LOT COVERAGE: 20%=22,527 x 0.20= 4,505.4 S.F. +1-2,944 S.F. (COMPLIES) MEMBERS 5 SQUARE FOOTAGES: 4,505.4 S.F. UPDATED 5/1/2020 OPENINGS LARGER THAN 4'X 8' EXISTING 1ST FLOOR AREA =+/-2,243 S.F. STRUCTURAL LIVE DEAD ALLOWABLE EXISTING DETACHED GARAGE =+/-408 S.F. E Er" E O U E MEMBERS LOADS LOADS DEFLECTION EX.FRONT PORCH =+/-81 S.F. U U 15 1 TABLE R301 .2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOTALOD =+/-2,944S.F. AUG UJ PROJECT NUMBER: EXTERIOR BALCONIES 40 10 U360 1 4 2025 DK202412 DECKS 40 10 U360 ATTIC WITHOUT STORAGE 10 10 L/240 n WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD g AIR MEAN ATTIC W/STORAGE 20 10 U240 GROUND DESIGN f SNOW LOAD DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE m CATEGORY WEATHERING FROST LINE TERMITE c TEMP a REQUIRED h INDEX{ I TEMP' E3�tIo'Ittr D^�h'-I,ra�*rs� XI U0 N y V/ I K U, E FIRST FLOOR 40 10 U360 (MPH) EFFECTS REGION DEBRIS ZONE DEPTH I lrovvn of r,OGl.b�l SECOND FLOOR 30 10 U360 MODERATE of of A-001 OF ROOF RAFTERS-GROUND SNOW LOAD=20 psf U240 20 PSF 130 MPH NO NO NO B SEVERE 36" TO HEAVY 11 YES NONE 599 51"F 5 8'-0" 14'-3" 9'-1 1/2" NEW STAIRS BELOW HEADER SCHEDULE (2)2x6 RIM JOIST ;,,..,; - -- UNLESS NOTED OTHERWISE,ALL UNLESS NOTED OTHERWISE,ALL `. (2) 36"x60" D.H. HEADERS SHALL BE: ENGINEERED STRUCTURAL MEMBERS N OUTDOOR NEW 18K BTU AIR NEW W006 DECKING o SAUNA TO BE 4x6 SOLID i HANDLER INSTALLED � (2)2x6 @SPANS UP TO 4'-0" SHALL BE MICROLLAM®LVL 2.O�E. SELECTED BY WOOD POST I TO BE SELECTED BY I NEW 18K BTU AIR (2)2x8 @ SPANS 4'-1"TO 5'-0" ARCHITECTURAL, PER MANUF. SPECS OWNER i HANDLER INSTALLED (2)2x10 @ SPANS 5'-1"TO 6'-0" UNLESS NOTED OTHERWISE, DESIGN I (2)2x12 @ SPANS 6'-1"TO 8'-0" STRUCTURAL POSTS SHALL BE CIDBUILDER/ NEW 2x6 DECK PER MANUF. SPECS 2x8 R.R. 2x8 R.R. *HEADER SIZES CALLED OUT ON (3)2x4 POST @ 2x4 WALLS N I OWNER JOISTS @ 16" I I NEW 1 3/4"x 7 1/4" LVL F.J. @ 16"O.C. O.C. SLOPED I 14R DN TO I @ 16"O.C. @ 16" O.C. GRADE PLANS SHALL SUPERSEDE THIS (4)2x6 POST @ 2x6 WALLS P.O. BOX 250 36'x80 FOR POSITIVE r I SCHEDULE. YAPHANK,NY 11980 DRAINAGE ( TELEPHONE:(631)793-4608 (2)2x6 RIM JOIST 1 �` EMAIL: — -4-0" — I I +/-18-3 1 4' 0" 4'-0" 1 +- CONSTRUCTION LEGEND DAN.KISSINGER@DKARCHDESIGN.COM VERTICAL CEDAR � 4:12 4:12 — — — — 1 w F- THIS DOCUMENT,AND THE IDEAS AND DESIGNS PARTITIONS w 1 w cn I firi�ii NEW 2x6 EXTERIOR&2x4 INTERIOR WALLS 16"O.C.-U.N.O. INCORPORATEDHEREIN,ASANINSTRUMENTOF PROFESSIONAL SERVICE IS THE PROPERTY OF co w O I I U) O O = I PROP ORAGE 0 EXISTING WALL TO REMAIN DK ARCHITECTURAL DESIGN,P.C.FOR USE SOLELY O Lu Q Q > $ 8 50 CFM EXHAUST FAN WITH RESPECT TO THIS PROJECT.THE ARCHITECT A-002 00 HARDWIRED SMOKE &CARBON MONOXIDE DETECTOR AND SHALL LL RETAIN ALL OM ON LAW,HIS STATUTORY U) p Q 1 = w = -Qp2 w 8°I— W �/0> .4 S.FELIGHT REQ'D J ' A-QQ2 AND SHALL RETAIN ALL COMMON LAW,STATUTORY O w > I ( (V Z) w -1 _j S.D. I 88.9 S.F.LIGHT PROVIDED Q , M AND OTHER RESERVED RIGHTS INCLUDING THE LL COPYRIGHT.THIS DOCUMENT SHALL NOT BE USED w z w ly w EXISTING 2-CAR N <V co w � C.O. i 4% 11.7 S.F.VENT REQ'D N � N Y o WINDOW&DOOR LIST FOR LIGHT AND VENT ONLY aui WHOLE OR IN WITHOUT THE P.C. p Q z I I o 0 RAGE + `�' p n 145.0 S.F.VENT PROVIDED + = U VENT VISIBLE O p w I > O O� o GA N o x Q I w _l PRODUCT SILL ALL RIGHTS RESERVED w I WINDOW SIZE MANUF. AREA GLASS NOTES p z w O 1 -� ~ a w NEW 5/8"TYPE"X"GYPSUM v (o _ ; p J P O z � H BOARD ON ENTIRE CEILING O °' W i N ; tL TYPE HT. _ z C7 I �p p 36"X60" S.F. S.F. ©2024 DK ARCHITECTURAL DESIGN,P.C. X w J Q w � i l x a o � p � x MARVIN ELEVATE 20 5.7 c� 1 p v = W _ _J W M DOUBLE" HOUNG I MARVIN ELEVATE N/A 21.82 46.54 Q F- o Z 01 Q SLIDER DOOR CONSULTANTS : F- O Z w I M = i I LL LJi 2 I' J NOTE: Q J =1 -EXACT NUMBERS ON LIGHT AND VENT ON CUSTOM WINDOWS&DOORS ARE GIVEN AS ' U Q C9 I AN APPROXIMATE. NEW BEAM HANGER NOTE: �_ =i 12' -REFER TO HERS REPORT FOR U-VALUE&S.H.G.C.FOR ALL WINDOWS&GLASS DOORS. 14a UP I CAPABLE OF G.C.TO = `�' -ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS I WITHSTANDING 3500 LBS % _ ? I " 1 VERIFY 'clo 4'-0� +1 12 4-0 NEW 2 96"x84"OVERHEAD GARAGE DOOR NUMBS 1 ; 12" 12" ( ) RISERS RAILING TO BE SELECTED BY BUILDER/OWNER TO CODE (2) 36"x 0" D.H. NOTE: ffiO(2) l 3/4"x 9 1/4"LVL HDR NEW(2) 1 3/4"x 9 1/4" LVL 3 V'-0' 3'-0" 9'-1 1/2" 3 G.C.TO VERIFY 4'-7 3/4" 4'-6" 4'-6" 4'-7 1/2" 311 NUMBER OF RISERS 18'-3" 4'-0" 18'-3" 70, i FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" PROPOSED SECOND FLOOR PLAN SCALE: 1/4"= 1'-0" PROPOSED ROOF PLAN SCALE: 1/4"= V-0" O>�PROPOSED 2 3 NO NOTES: NOTES: ROOF CONSTR.:TES: -ALL EX. MEASUREMENTS ARE TO BE'VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL EX. MEASUREMENTS ARE TO BE VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION.ALL DIMENSIONS -ALL ROOFING NAILS TO BE STAINLESSCEDAR ROOF SHINGLES SHOWN ARE TO EX. GYP. BOARD. SHOWN ARE TO EX. GYP. BOARD. VENTGRID -ALL EXISTING WALLS P. BE REDUCEID TO 7'-6"PLATE HEIGHT INCLUDING NEW(2)2x4 TOP PLATES (V.I.F.) -ALL NEW WALLS TO BE 2x4 STUDS @ 16"O.C. REFER TO SECTION FOR PLATE HEIGHTS. #30 BUILDING PAPER -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. -CONTRACTOR TO VERIFY THAT ALL EXISTING AND NEW WOOD SHALL BE FREE FROM ANY DEFECTS. ICE AND WATER SHIELD(ON ENTIRE ROOF UNDER 4:12 PITCH) 1/2"CDX SHEATHING 2x8 R.R. @ 16"O.C. (REFER TO PLAN) 5"(R35)SPRAY FOAM INSULATION 5 O CEDAR ROOFING TO F-002 18'-0"MAX. BLDG. HGT. W � ----------------- ---- - - ---------------------- MATCH MAIN DWELLING PROPOSED RIDGE HEIGHT 12 12 (� 18'-0"MAX. BLDG. HGT. LINE OF WALL BEYOND 4�_- 4 1 18' 0"MAX. BLDG. HGT. - - 2ND-FLOOR _ _ —— O - - PROPOSED RIDGE HEIGHT � PLATE � F-002 PROPOSED RIDGE HEIGHT NEW 1"x3"TRIM OVER - 12 12 5/4"x8"AZEK RAKE (SOUTH SIDE) / -'� 4 2 ---j4 WINDOW&DOOR HGT. �- (2)1 314"x7114"LVL (3LVL RIDGE Z BOARD,TYP. 2ND FLOOR PLATE _ TYPICAL WALL CONSTR.: I ( O Q 2ND FLOOR PLATE _ SOUTH SIDE (SOUTH SIDE) 1 t1 I 1 _ _ _ SIDING TO MATCH EXISTING I PROPOSED ( ) 2ND FLOOR PLATE I I - I WINDOW& DOOR HGT. 2ND FLOOR PLATE WINDOW&DOOR HGT. - - - I - � (NORTH SIDE) CEDAR SHINGLES NEW + (NORTH SIDE) #15 BUILDING PAPER i TO CODE Q Q WINDOW NOTE: NEW 1"x3"TRIM OVER1/2" co STORAGE N � � 1/2"CDX PLYWOOD � I � co � W COLOR:WHITE OPEN TO _ 5/4"x8"AZEK RAKE I + I BEYOND CEDAR SIDING TO - - BOARD,TYP. 2x4 STUDS @ 16"O.C. (U.N.0) 11 Q co _ U-VALUE: 0.28 iv 00 N 1/2"GYP. BOARD PROVIDE 3"T&G COX ( ( 7 00 SHGC: 0.28 MATCH EX. i� 0 3"(R21) SPRAY FOAM INSUL. i i SLOPE MIN. iN a 0 Q co NEW NEW F-002 CEDAR SIDING TO °r° 2ND FLOOR S_UBFL00_R i E FOOT PLYWOOD SUBFLOOR I Q O `j 36" HIGH CABLE D.H. D.H. MATCH EX. _ RAILING TO CODE o 1ST FLOOR PLATE _ NEW 2x8 F.J. 16"O.C. fb5�� ^ I --------- 2ND FLOOR SUBFLOOR WINDOW&DOOR HGT. NEW 2x6 (3)1 3/4"x 9 1/4"LVL W/ 2ND FLOOR SUBFLOOR °r° 2ND FLOOR SUBFLOOR - - --------- DECI<JOISTS cn 2ND FLOOR SUBFLOO_R - _ ____ 1ST FLOOR PLATE NEW 5/4"x8"AZEK 1ST FLOOR PLATE _ I (2) 1 x 9 STEEL FLITCH 9 ----_-_____ @ 16"O.C. PLATES, TOP FLUSH W/T.O. TOP PLATE Q _ z - - TRIM BAND,TYP. i--- SLOPED FOR WINDOW& DOOR HGT. - WINDOW& DOOR HGT. r Z Q .. _ _ _ FLOOR JOISTS. PROVIDE ( _ � �_________ . POSITIVE METAL JOIST HANGERS AS C° p co p o I DRAINAGE O REQUIRED NEW OVERHEAD O D I EXISTING 2-CAR 0 NEW TREADS p �---------- O I GARAGE DOORS F- AND DECKING TO p o w --------- GARAGE � (' m p Ir o TO BE SELECTED w 9 �_________ BE SELECTED BY i- v F- OWNER BY OWNER r---------- EXISTING CONCRETE SLAB I ( Z Z Q o GARAGE SLAB I EXISTING FOOTING TO REMAIN(V.I.F.) co C) D EXISTING GRADE/ 45 DP 45 DP EXISTING GRADE/ —— — GARAGE SLAB GARAGE SLAB SCALE: 1/4"= 1'-0" PROPOSED SECTION SCALE: 114"= V-0" a. W r U) FRONT ELEVATION (EAST) SCALE: 1/4"= 1'-0" RIGHT SIDE ELEVATION (NORTH ) SCALE: 114"= V-0" -®HATCH INDICATES PORTION OF EXISTING CONSTRUCTION TO REMAIN 4 -REFER TO F-001 -F-003 FOR TYPICAL FRAMING DETAILS R311.7 STAIRWAY NOTES: NOTE: NOTE: ROOF CONSTRUCTION: -STAIRWAY SHALL NOT BE LESS THAN 36"IN CLEAR WIDTH ISSUE/ DATE: -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MIN IMUM.DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. CEDAR ROOFING TO MATCH MAIN DWELLING ABOVE HANDRAILS. -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS VENT GRID -HEADROOM SHALL NOT BE LESS THAN 6'-8"MEASURED ISSUED FOR PERMIT-6/23/2024 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS , PROTECTION AS DETAILED ON SHEET A-300. 30#BUILDING PAPER ICE AND WATER SHIELD ON VERTICALLY FROM TREAD NOSING. ISSUED FOR PERMIT -8/12/2 2025 PROTECTION AS DETAILED ON SHEET A-300. ENTIRE NEW ROOF(UNDER 4:12) -A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE OF AMENDED DRAWINGS-8/12/2025 1/2"CDX SHEATHING 151"WITHOUT A LANDING. 2x8 ROOF RAFTERS ——— ° -RISER HEIGHT SHALL NOT BE MORE THAN 5"(R-35)CLOSED CELL SPRAY FOAM INSULATION 81/4"HIGH AND ALL RISERS IN A FLIGHT OF STAIRS SHALL 18'-0"MAX. BLDG. HGT_. SOLID BLOCKING - NOT DIFFER MORE THAN 3/8". 18'-0" MAX. BLDG. HGT. - ABOVE TOP PLATES \ TREAD DEPTH SHALL NOT BE LESS THAN 9"AND ALL PROPOSED RIDGE HEIGHT PROPOSED RIDGE HEIGHT TREADS IN A FLIGHT OF STAIRS SHALL NOT DIFFER MORE ALUM. FLASHING THAN 3/8". 412 12 4 &DRIP EDGE -TREAD NOSING SHALL NOT BE LESS THAN 314"AND NO 2ND FLOOR PLATE 2ND FLOOR PLATE _ — MORE THAN 1 1/4". (SOUTH SIDE) (SOUTH SIDE) 2ND FLOOR PLATE WINDOW&DOOR HGT. 2ND FLOOR PLATE WINDOW&DOOR HGT. - ALUM. GUTTER OVER (NORTH SIDE) �— 1"x3"AZEK TRIM R311.7.5.2.1 WINDER TREAD NOTES: (NORTH SIDE) 5/4x6 FASCIA BD. OVER 1 2 29 WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT NEW 2x6 NAILER TO MATCH F-002 F-002 F-002 LESS THAN 10 INCHES(254 MM)MEASURED BETWEEN THE SLIDING EXISTING VERTICAL PLANES OF THE FOREMOST PROJECTION OF PROFESSIONAL STATEMENT: DOOR N " GE AND BELIEF THE NO THE BEST FORMATIONFSHOWN MY OONLTDH SE DRAWINGS AND iv � °O NEW 36"HIGH CABLE � 1/2"GYP.BOARD FINISH ADJACENT TREADS AT THE INTERSECTIONS WITH THE co NEW NEW' WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH SPECIFICATIONS COMPLIES WITH THE APPLICABLE r` oo io `o GUARDRAIL AND `o BEAD BOARD SOFFIT. FLOOR CONSTRUCTION: OF NOT LESS THAN 6 INCHES(152 MM)AT ANY POINT REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF -- NEW YORK STATE. D.H. D.H. HANDRAIL TO CODE PROVIDE(2)1"DIA. SOFFIT FLOOR FINISH(SELECTED BY OWNER) WITHIN THE CLEAR WIDTH OF THE STAIR.WITHIN ANY VENTS @ 24"O.C.w/WIRE 3/4"TAG.PLYWOOD SUBFLOOR, FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH 0 0 2ND FLOOR SUBFLOOR MESH SCREENING FLOOR JOISTS(REFER TO PLAN) AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST ' 2ND FLOOR SUBFLOOR °r° 2ND FLOOR S_UBFLOOR - BLOCKING(NOT TO EXCEED 8 FT.) WINDER TREAD BY MORE THAN 00 2ND FLOOR S_UBFI_OOR - - - - WALL CONSTRUCTION: _ 1ST FLOOR PLATE �� 318 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT 1ST FLOOR PLATE -_ _ _ _ �- SIDING(SEE ELEVATIONS) WINDOW& OR HGT. WINDOW&DOOR HGT. \ "TYVEK"WEATHER BARRIER THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND SHALL T112"CDX SHEATHING NOT BE REQUIRED TO BE WITHIN 3/8 INCH(9.5 MM)OF THE D ARCy 2x4 @ 16"O.C. g� pHN k/ C° F_ \\ 3"(R-21)CLOSED-CELL SPRAY FOAM RECTANGULAR TREAD DEPTH. C?� VERTICAL CEDAR to .a INSULATION '< 5/8"TYPE"X"GYP.BOARD FINISH O PARTITIONS. R311.7.8 HANDRAIL NOTES: ~ ww COORDINATE WITH 1/2"GYP.BD.INTERIOR -A HANDRAIL SHALL BE PROVIDED ON NOT LESS THAN ONE w o r SAUNA SPECS. AIR-SEALING NOTES: SIDE OF A FLIGHT OF STAIRS FOUR OR MORE RISERS p SHEET -HANDRAIL SHALL BE NO LESS THAN 34"AND NO MORE �- w w FOR AIR-SEALING F-003 �n gg6 Q p THAN 38"IN HEIGHT. 9T p42 yb W OF NEB STRATEGY&TYPICAL -HANDRAIL SHALL NOT PROJECT MORE THAN EXISTING GRADE/ EXISTING GRADE/ DETAILS 41/2"ON EITHER SIDE OF THE STAIRWAY. GARAGE SLAB -HANDRAILS ADJACENT TO WALLS SHALL HAVE A SPACE OF GARAGE SLAB EX.CONC.SLAB T RE NOT LESS THAN 1 112"BETWEEN WALL AND HANDRAIL. LEFT SIDE ELEVATION (SOUTH ) GRADE REARELEVATION NORTH SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" R312.1 GUARDS: 6 EX.HAUNCHED FOOTING -GUARDS SHALL BE PROVIDED FOR PORTIONS OF PROJECT NUMBER: NOTE: NOTE: OPEN-SIDED WALKING SURFACES,STAIRS,RAMPS,AND -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. TO REMAIN(V.I.F.) -ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM DESIGN PRESSURE OF 40,UNLESS NOTED OTHERWISE. LANDINGS THAT ARE LOCATED MORE THAN 30"ABOVE D K202412 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS -ALL AREAS WITHIN ONE MILE OF COASTLINE AND,AREAS EAST OF RIVERHEAD SHALL HAVE WIND-BORNE DEBRIS PROTECTION AS DETAILED ON SHEET A-300. PROTECTION AS DETAILED ON SHEET A-300. ADJACENT SURFACES. -GUARDS SHALL BE NO LESS THAN 36"HIGH. TYP. WALL SECTION -GUARDS ON OPEN SIDES OF STAIRWAYS SHALL BE NO LESS THAN 34"AND NO MORE THAN 38"IN HEIGHT. A-002 F 9 -GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW 5 SCALE: 3/4"= V-0" PASSAGE OF A 4"SPHERE. (2020 SI ENTIAL ODE OF NEW YORK STATE) CONT. TABLE R602.3( � ) FASTENING(2020 RESIDENTIAL ODE OF NEW YORK STATE) TABLE R�1.12.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES (a),(b),(c) TABLE R602.3( l ) N (2020 RESIDENTIAL CODE OF NEW YORK STATE) DESCRIPTION OF NUMBER AND TYPE SPACING AND ULTIMATE DESIGN WIND SPEED ITEM MINIMAL NAIIL MINIMUM WOOD MINIMUM PANEL NAIL SPACING MPH SPACING BUILDING ELEMENTS OF FASTENER LOCATION MAXIMUM WALL Vult DESCRIPTION OF NUMBER AND TYPE STRUCTURAL NOMINAL PANEL [ ) ITEM BUILDING ELEMENTS OF FASTENER AND WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PANEL SPAN THICKNESS STUD SPACING STRAP KING LOCATION PENETRATION EDGES FIELD WIND EXPOSURE CATEGORY PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR SIZE (IMICHES) RATING (INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) g C D HEADER STUDS TO HEADER WALL SHEATHING TO WALL FRAMING TOP PLATE ROOF 6d COMMON (2"x0.113") NAIL 6D COMMON 1.5 24/0 24/0 16 6 12 140 115 110 "SIMPSON"CS20 COILED ARCHITECTURAL' 3 SUBFLOOR,WALL (2.0"x 0.113") ° 4-8(d BOX (2Y2'x0.113") OR 30 /B"-Y2' ( ) 6 12 STRAP OR APPROVED . .• DESIGN 8d COMMON (2Y2'xO.131") NAIL(ROOF) 8D COMMON 16 6 12 170 140 135 EQUAL FROM STUD TO • BLOCKING BETWEEN CEILING JOISTS 3-8cd COMMON (28"); 131");OR 1.75 24/16 24/16 EXTERIOR HEADER MIN.24"LONG EXTERIOR 1 OR RAFTERS TO TOP PLATE 3-10d BOX (3"x0.128");OR TOE NAIL (2.5' x 0.131') 24 6 12 140 115 110 ` , AT ALL HEADER P.O.BOX 250 3-8(d B 131"NAILS 31 19/3z'- 1" 8d COMMON NAIL(2%2'x0.131") 6 12 FOR SI: 1 INCH=25.4 NAM, l MILE PER HOUR=0.447 M/S. VIEW LOCATIONS FASTEN AS VIEW YAPHANK, NY 11980 4-8(d BOX (2Y2'x0.113") OR A.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS.THREE-PLY PLYWOOD SHEATHING WITH STUDS SPACED MORE THAN 16 INCHES ON TELEPHONE: (631)793-4608 3-8cd COMMON (2Y2'x0.131");OR PER JOIST, � COMMON (3"x0.148") NAIL;OR CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. PER MANUF.SPECS. EMAIL: 2 CEILING JOISTS TO TOP PLATE 3- X BOX NAIL 128");OR TOE NAIL 32 1/$ - 1 Y4 Sd (2Y2'x0.131") DEFORMED NAIL 6 12 B.TABLE IS BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2.LATERAL 2x STUDS SEE DAN.KISSINGER@DKARCHDESIGN.COM 3-3"'x0.131"NAILS BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. PLANS FOR SIZE THIS DOCUMENT,AND THE IDEAS AND DESIGNS CEILING JOISTS NOT ATTACHED TO OTHER WALL SHEATHING C.WOOD STRUCTURALL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 SPAN RATING. A35Z FRAMING ANGLE A35Z FRAMING ANGLE INCORPORATED HEREIN,AS AN INSTRUMENT OF 4-1(Od BOX (3"x0.128");OR AT WINDOW OPENING PARALLEL RAFTER, LAPS OVER PLYWOOD SIDING RATED 16 O.C.OR 24 O.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING.WALL-16 AND PLYWOOD AT WINDOW OPENING PROFESSIONAL SERVICE IS THE PROPERTY OF 3 3-t(bd COMMON (3/2'x0.162");OR FACE NAIL 1 Y2'GALVANIZED ROOFING NAIL, 1 ONE SIDE OF STUD DK ARCHITECTURAL DESIGN,P.C.FOR USE SOLELY PARTITIONS [SEE SECTIONS R1(9)] 1, 4-3*"xo.131"NAILS Y2'STRUCTURAL CELLULOSIC SIDING 16"O.C.SHALL.BE USED WITH STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER. ( ) (1)ONE SIDE OF STUD WITH RESPECT TO THIS PROJECT.THE ARCHITECT R802.3.2 AND TABLE R802.5.1(9)] 33 FIBERBOARD SHEATHING �6'HEAD DIAMETER,OR I"CROWN 3 6 FASTEN WI 12-8dx1 SHALL BE DEEMED AUTHOR OF THIS DOCUMENT ( ) FASTEN W/ 12-8dx1 CEILING JOISTS ATTACHED TO STAPLE 16 GA. 1 Y4'LONG 1/2"NAILS 1/2"NAILS ( ) AND OTHER RESERVED RIGHOTS INCLUDING THE STATUTORY 4 PARALLEL RAFTER (HEEL JOINT) TABLE R802.5.1(9) FACE NAIL 3 % " " COPYRIGHT.THIS DOCUMENT SHALL NOT BE USED /32'STRUCTURAL CELLULOSIC 1 /4 GALVANIZED ROOFING NAIL, �/� %� SIMPSON CS20 [SEE SECTIONS R802.3.1,R802.3.2 25 J J IN WHOLE OR IN PART,WITHOUT THE WRITTEN AND TABLE R802.5.1(9)] 34 FIBERBOARD SHEATHING ��6'HEAD DIAMETER,OR I"CROWN 3 6 3 J MIN. 12"BEARING COILED STRAP MIN. 12"BEARING AUTHORIZATION OF DK ARCHITECTURAL DESIGN,P.C. STAPLE 16 GA. 1 Y4"LONG ON WALL STUDS OR APPROVED J COLLAR TIE TO RAFTER, FACE NAIL 4-10d BOX (3"x0.128");OR FACE NAIL < ,o z ON WALL STUDS ALL RIGHTS RESERVED '0 0. 'v a EQUAL FROM 5 OR 1Y4"x20 GA.RIDGE STRAP TO 3-10d COMMON (3"x0.148");OR RIM JOIST STUD TO UNDER ©2024 DK ARCHITECTURAL DESIGN,P.C. RIM JOIST EACH RAFTER 1 2'GALVANIZED ROOFING NAIL, 7 7 THE MUD SILL RAFTER 4-3'x0.131"NAILS 35 Y2'GYPSUM SHEATHING STAPLE GALVANIZED, 1 Y2'LONG; 1 Y4' 2 TOE NAILS ON ONE SCREWS,TYPE W OR S 3-1(6d BOX NAILS (3Y2'x0.135");OR [` [�__ LJ SILL PLATE MIN.12"BEARING SILL PLATE 3-10d COMMON NAILS (3"x0.148");OR SIDE AND 1 TOE NAIL ON ,o'MAX I- 20'MAX I"o MA ON STUDS 6 RAFTER OR ROOF TRUSS TO PLATE 1 %4'GALVANIZED ROOFING NAIL, 4-1(Od BOX (3"x0.128");OR OPPOSITE SIDE OF EACH FASTEN AS PER CONSULTANTS 4-3"'x0.131"NAILS RAFTER OR TRUSS 36 F'GYPSUM SHEATHING STAPLE GALVANIZED, 1 5/"LONG; 7 7 BWL2 BWL1 CONCRETE FOUNDATION MANUF.SPECS. CONCRETE FOUNDATION 4-1(6d (3Y2'x0.135");OR 1 5/g'SCREWS,TYPE W OR S _ _ _ _ _ _ Q / ,L - L,LL:, L OPENINGS EXCEEDING 42" WIDE OPENINGS UP TO 42" WIDE 3-10d COMMON (3"x0.148");OR TOE NAIL WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING /BRAPANELALL� 4-1(Od BOX (3"xO.128");OR ROOF RAFTERS TO RIDGE,VALLEY TYP. STRAPPING DETAIL FOR ALL FRAMED OPENING ON EXTERIOR WALL 4-3"'x0.131"NAILS 7 OR HIP RAFTERS OR ROOF RAFTER 6d DEFORMED (2"xO.120") NAIL;OR 3-1(6d BOX (3Y2"xO.135");OR 37 3/4'AND LESS TO MINIMUM 2"RIDGE BEAM 8d COMMON (2Y2'xO.131") NAIL 6 12 2 SCALE N T S 2-1(bd COMMON (3/2'x0.162");OR END NAIL D W 3-1(Od BOX (3"x0.128");OR 8d COMMON (2Y2'x0.131") NAIL;OR I z< 6"DIA. 3-3"'x0.131"NAILS 38 /B - 1 8d DEFORMED (2Y"x0.120") NAIL b 12 I I W a /BRACED WALL WALL lOd COMMON (3"xO.148) NAIL;OR 39 1 Ys"- 1 Y4' 6 12 I a w / PANEL CONSTRUCTION TYPE DESIGNATION 8d DEFORMED (2Y2"xO.120") NAIL /BRACED WALL STUD TO STUD 1 bc1 COMMON (3Y2'x0.162") 24"O.C.FACE NAIL I� I m j PANEL REFLECTIVE RED PANTONE 8 (NOT BRACED WALL PANELS) 10d BOX (3"x0.128";OR I I REFLECTIVE WHITE 16"O.C.FACE NAIL m 3"xO.131 NAILS (2020 RESIDENTIAL CODE OF NEW YORK STATE) Z ' 1 bdl BOX (3/2'x0.135");OR TABLE R602. 1 0.5 MINIMUM LENGTH OF BRACED WALL PANELS a STUD TO STUD AND ABUTTING STUDS 12"O.C.FACE NAIL - "F"-FLOOR FRAMING, INCLUDING 3"x0.131 NAILS MINIMUM LENGTH BRACED WALL 9 AT INTERSECTING WALL CORNERS (AT (INCHES) CONTRIBUTING j PANEL �L m N GIRDERS AND BEAMS BRACED WALL PANELS) l6dl COMMON (3Y2'xO.162") 16"O.C.FACE NAIL METHOD WALL HEIGHT LENGTH - r "R"-ROOF FRAMING (SEE TABLE R602.10.4) I "FR"- FLOOR AND ROOF FRAMING 16d1 COMMON (3Y2'x0.ib2") 16"O.C.EACH 8 FT 9 FT 10 FT 11 FT 12 FT (INCHES) 1/2" STROKE 1/2 BUILT-UP HEADER EDGE FACE NAIL 10 2"TO 2"HEADER WITH%.'SPACER zo'MAx- � 20'MAX - ( ) 1 bdI BOX (3Y2'x0.135") 12"O.C.EACH / // /// . FACE NAIL DWB,WSP,SFB,PBS,PCP, HPS,BV-WSP 48 48 48 53 58 ACTUAL // NOTE:CONTINUOUS TRUSS IDENTIFICATION SIGN IN COMPLIANCE WITH 19 NYCRR 1265 5-8(d BOX (2/"xO.113");OR <J' a J ,a SHEATHING METHODS 11 CONTINUOUS HEADER TO STUD 4-8cd COMMON (2Y2'x0.131");OR TOE NAIL DOUBLE SIDED=ACTUAL i 2 z o z o z REQUIRE ALL FRAMED O GB 48 48 48 53 58 iv 0. v F1 '�a' PORTIONS OF THE APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD IN 4-1(Od BOX(3"xO.128") SINGLE SIDED=0.5xACTUAL /M co ' m BRACED WALL LINE TO BE ACCORDANCE WITH TITLE 19 NYCRR PART 1265 AFFIXED ON 16d1 COMMON (3Y2'xO.162") 16"O.C.FACE NAIL SHEATHED OR ADJACENT TO ANY ELECTRIC METER BOX ATTACHED TO W W 12 TOP PLATE TO TOP PLATE LIB 55 62 69 NP NP ACTUAL THE EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION. lOdl BOX (3"xo.128";OR 12"O.C.FACE NAIL LOCATION OF BRACED WALL PANELS O V 3"xCJ.131 NAILS TRUSS / ENG. LUMBER IDENTIFICATION SDC A,B AND C, ULTIMATE DESIGN J FIGURE R60210.22 DOUBLE TOP PLATE SPLICE FOR SDCs 8-1(bd COMMON (3Y2"xO.162");OR WIND SPEED< 140 MPH 28 32 34 38 42 SCALE NTS. SCALE NTS Z 12-116d BOX (3Y2'x0.135");OR A-D2 WITH SEISMIC BRACED WALL LINE FACE NAIL ON EACH ABW 48 FIGURE R602.10.7 12-11Od BOX (3"xO.128");OR SDC Do,D1 AND D2,ULTIMATE DESIGN END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING SPACING<25' SIDE OF END JOINT 13 12-3"xO.131"NAILS (MINIMUM 24"LAP WIND SPEED< 140 MPH 32 32 34 NP NP DOUBLE TOP PLATE SPLICE SDCs DO, SPLICE LENGTH EACH D1 OR D2;AND BRACED WALL LINE 12-116d 3Y2"xO.135" SIDE OF END JOINT CONTINUOUSLY SHEATHED ( ) ) BRACED WALL LINE REQUIREMENTS SUPPORTING ROOF ONLY 16 16 16 18 20 4$ CONTINUOOUSLY SHEATHED CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED Q SPACING>25' I �---- Return panel: 24"for braced wall lines sheathed BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE p � T BOTTOM PLATE TO JOIST,RIM JOIST, l6dl COMMON (3Y2'xO.162") 16"O.C.FACE NAIL PFH // �� / / / with wood structural panels i. 14 BAND JOIST OR BLOCKING (NOT 24 // / j j � � / / 32"for braced wall lines sheathed BRACED WALL PANELS l6dl BOX (3Y2'xO.135");OR L / L with structural fiberboard Q 12"O.C.FACE NAIL 3'x0.131 NAILS / PFG 24 27 30 33 36 1.5xACTUAL / Distance D: 24"for braced wall lines sheathed O BOTTOM PLATE TO JOIST,RIM JOIST, 3-1(6d BOX (3Y2'xO.135");OR 3 EACH 16"O.C.FACE NAIL / / / / / 15 BAND JOIST OR BLOCKING (AT 2-1 e6d COMMON (3Y2'x0.162");OR 2 EACH 16"O.C.FACE NAIL / .i / / \ / / with wood structural panels W �- / / / i ; 32"for braced wall lines sheathed BRACED WALL PANEL) 4-3' xO.131"NAILS 4 EACH 16"O.C.FACE NAIL / /. / , with structural fiberboard �^ RETURN / /� \ / / j CS G 24 27 30 33 36 ACTUAL / /' / W 4-8cd BOX (3Y2'xO.1 13");OR PANEL / " HOLD RETURN PANEL D, HOLD DO:'JN Hold-down 800 Ibs capacity fastened to the 3 1(bd BOX (3Yz'x0.135");OR BRACEED WAI L PANEL AT DOW BRACED WALL PANEL AT 48"MINIMUM BRACED WALL I---J I FIRST BRACED FIRST BRACED END ODF BRACED WALL LINE DEVICE END OF BRACED WALL LINE PANEL AT END OF BRACED 10'MAX DEVICE device: edge of the braced wall panel 4-8(d COMMON (2 8");OR ");OR TOE NAIL SDC A,B,AND C 16 18 20 22 24 1.5xACTUAL WALL LINE -, WALL PANEL WALL PANEL 4-1(Od BOX (3"x0.128");OR "SEE REQUIREMENTS closest to the corner and to the t 1 Q 4-3"'x0.131"NAILS CS-PF END CODNDITION 1 END CONDITION 2 END CONDITION 3 END CONDITION 4 END CONDITION 5 foundation or floor framing below 0 v 16 TOP OR BOTTOM PLATE TO STUD SDC DO,DI AND D2 16 18 20 22 24 ACTUAL For SI: 1 inch=25.4 mnm, 1 foot=304.8 mm, 1 pound=4.45 N. ♦ ♦ (� 3-1(6d BOX (3Y2'x0.135");OR V 2-1(6d COMMON (3Y2'x0.162"):OR END NAIL FIGURE R602.10.6.4 W (, m 0 3-1(Od BOX (3"xo.128");OR ADJACENT CLEAR OPENING BRACED WALL NOTES:: METHOD CS-PF- CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION � Z z 3-3"'xO.131"NAILS HEIGHT(INCHES) 1.BRACED WALL LINES AS 3-10d BOX (3"x0.128");OR INDICATED ON BRACED WALL WALL CONSTRUCTION TOP PLATES,LAPS AT CORNERS FULL-HEIGHT BLOCKING 17 2-1(6d COMMON (3Y2'x0.162");OR FACE NAIL <64 24 27 30 33 36 PLANS SHALL BE CONTINUOUS ALONG LENGTH EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) O ♦/� O AND INTERSECTIONS CONTINUOUS RIM V♦ T 3-3"'x0.131"NAILS CONSTRUCTED IN OF BRACED WALL PANEL EXTENT OF HEADER WITH SINGLE PORTAL FRAME V� O 3 8cd BOX (2Y2"'x0.113");OR ACCORDANCE WITH R(602.10 oRBAN0Jo1sT (ONE BRACED WALL PANEL) 68 26 27 30 33 36 -2FOR S SISHED WIDTH OF OPENING X NGLE OR DOUBLE ORTAL rn 2-8(d COMMON (2Y2'x0.131");OR OF THE 2020 RESIDENTIAL j PERPENDICULAR FRAMING TENSION STRAP PER v 18 1"BRACE TO EACH STUD AND PLATE FACE NAIL CODE OF NEW YORK STATE. - TABLE R6STRA6.4 R � W � 2-1(Od BOX(3"x0.128");OR 2 SIMPLES 13/4" PONY OPPOSITE SIDE OF 3-8(d BOX 2Y2"'xO.113" ;OR 72 27 27 30 33 36 2.THE MAXIMUM SPACING EIGHT SHEATHING) ( ) BETWEEN BRACED WALL ad @ 16'O.C.ALONG 2-8(d COMMON (2Y2'XO.131");OR 8d @ 16"O.C.ALONG BRACED WALL PANEL A FASTEN KING 19 1"x6' SHEATHING TO EACH BEARING FACE NAIL LINES SHALL BE 60 FT.. BRACED WALL PANEL o<. . sTUDiTO 2 STAI(OdPLES, BOX 3'x0.128"i OR 3 76 30 29 30 33 36 3.BRACED WALLS PANJELS (0 , : ISPACER11S USED,PLACE ON BACK-SIDE DE OF HEADER IF SHEATHED WITH o o HEADIER WITH 8 ISSUE/ DATE: ( ) BRACED WALL LINE 16D STINKERS 2 S1fAPLES, 1' CROWN, 16 GA. 1 /4 LONG ISSUED FOR PERMIT-6/23/2024 FASTEN SHEATHING TO HEADER WITH SD WOOD STRUCTURAL FASTEN TOP ISSUED FOR PERMIT-1/7/2025 3 8cd BOX( 2'x0.113),OR ARE FULL-HEIGHT SEC�I IONS BRACED WALL PANEL z COMMON OR GALVANIZED BOX NAILS IN 3"GRID PANELS 3-8(d COMMON (2Y2'x0.131");OR OF WALL. BRACED WALLL PATTERN AS SHOWN I PLATE TO 80 32 30 30 33 36 J 3-10d BOX (3"x0.128");OR BRACED WALL PANEL 4 HEADIER WITH AMENDED DRAWINGS-8/12/2025 PANELS SHALL BE 3 IF NEEDED PANEL TWO(ROWS OF 3 SIMPLES, i"CROWN, 16 GA. I%"LONG CONSTRUCTED AND PI'LACED J HEADER TO JACK-STUD STRAP PER TABLE SPLICE EDGES SHALL 16D SIINKER l"x8"AND WIDER SHEATHING � Q l9 R602.10.6.4 ON BOTH SIDES OF OPENING OCCUR OVER AND BE NAILS(AT 3"O.C. 20 WIDER THAN 1"x8" FACE NAIL ACCORDING TO BRAGGED 3-16d@16"O.C.ALONG 3-16d@16"O.C.ALONG TYP. O � OPPOSITE SIDE OF SHEATHING NAILED TO COMMON TO EACH BEARING 4-8(d BOX (2Y2"'xO.113");OR 84 35 32 32 33 36 WALL PLANS AND BRACING BRACED WALL PANEL BRACED WALL PANEL F- BLOCKING WITHIN THE MIDDLE 24"OF THE 3-8cd COMMON 2Y2'xO.131" ;OR METHODS SPECIFIED a e` MIN.7'/16"woo0 ( ) MIN.DOUBLE 2x4 FRAMING COVERED WITH MIN. ONE ROW OF 3EO.CT STRUCTURAL 3 1(Od BOX (3"x0.128");OR $$ 35 32 32 33 36 b 7116"THICK WOOD STRUCTURAL PANEL NAILING IS REQUIRED PANEIL 4 STEAPLES, 1"CROWN, 16 GA. 13/"LONG 4.BRACED WALL PANELS � BSHEATHING OX NAILS AT WITH BID O.C.IN ALL MOFRAMING GALVANIZED IN EACH PANEL EDGE SHEATHING SHALL NOT BEGIN MOFRE PERPENDICULAR FRAMING BLOCKING,AND SILLS)TYP. TYPICAL PORTAL FLOOR THAN E -0 FROM THE.ENDS MIN.LENGTH OF PANEL PER TABLE R602.10.5 FRAME CONSTRUCTION 92 43 37 35 35 36 OF THE BRACED WALL.LINE. 4-&d BOX 2Y2..xO.113" ;OR MIN.DOUBLE 2x4 POST ( ) MIN.(2)1/2"DIAMETER ANCHOR BOLT 3 8cd COMMON (2Y2'x0.131");OR THERE SHALL NOT BE I MORE CONTINUOUS RIM FULL-HEIGHT BLOCKING (KING AND JACK STUD). 21 JOIST TO SILL,TOP PLATE OR GIRDER TOE NAIL THAN 20'-0'°BETWEEN'TWO OR BAND JOIST CONTINUOUS ALONG LENGTH INSTALLED PER SECTION R403.1.6 WITH NUMBER OF JACK 3-1(Od BOX (3"xO.128");OR 96 48 41 38 36 36 ," STUDS TABLES 3-3"'xO.131 NAILS BRACED WALL PANELS ON OF BRACED WALL PANEL 2"x2"x3/16 PLATE WASHER THE SAME BRACED WMLL a I R602.7(1)&(2) 8d IBOX (2/2'xO.113") 4"O.C.TOE NAIL RIM JOIST, BAND JOIST OR BLOCKING LINE. 77�.7.` 22 TO SILL OR TOP PLATE(ROOF 8d COMMON (2Y2'xO.131");OR 100 - 44 40 38 38 For SI: 1 inch=25.4 mm. ---=-=--'- =-- -.-':-=.,- =- -- '--�_____.__�____�___________ ___• _ _______ 1 Od1 BOX (3"xO.128");OR 6"O.C.TOE NAIL CS-WSP, 5.ALL EXTERIOR WALLLS FIGURE R602.10.8 1 ANCHOR BOLT PER • PROFESSIONAL STATEMENT: APPLICATIONS ALSO) ( ) SECTION R403.1.6 TO THE BEST OF MY KNOWLEDGE AND BELIEF THE 3"x0.131"NAILS CS-SFB ACTUAL SHALL BE CONSTRUCTfED IN BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO OVER CONCRETE MASONRY BLOCK FOUNDATION INFORMATION SHOWN ON THESE DRAWINGS AND 3 Sd BOX (2Y2"'x0.113");OR 104 - 49 43 40 39 ACCORDANCE WITH THEE FLOOR/CEILING FRAMING 1"x6"SUBFLOOR OR LESS 2-8,d COMMON (2Y2'x0.131");OR SPECIFICATIONS COMPLIES WITH THE APPLICABLE 23 TO EACH JOIST 3-110d BOX (3"N (2 2"x OR FACE NAIL CONTINUOUS SHEATHCED FRONT ELEVATION REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF STRUCTURAL WOOD PAANEL CONTINUOUS RIM OR ADDITIONAL FRAMING FULL-HEIGHT SECTIO NEW YORK STATE. MEMBER DIRECTLY BLOCKING @ 16"O.C. I I I I I I 2 STAPLE, 1"CROWN, 16 GA. 13/4"LONG METHOD UNLESS END JOIST ABOVE BRACED WALL ALONG BRACED I WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO I I I I 108 - 54 46 43 41 WALL PANEL I I SHEATHING TO TOP OF JOIST PER TABLE I I 2 FRAMINGANCHORS 3-1,6d BOX (3Y2'x0.135");OR OTHERWISE NOTED.TFHE BAND OR RIM JOIST R602.3(1) �� i rL I I I I PLIED ACROSS / Y NAIL SOLE PLATE TO 24 2"SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL PLYWOOD SHEATHING)SHALL L I I SHEATHING JOINT L 6� JOIST PER TABLE 2-116d COMMON (3Y2'xO.162") 112 - - 50 45 43 BE STRUCTURAL GRAD]F"AND �4 I I I LBSINTHECITYOF670 �/ R602.3(1) I�_ LI_ HORIZONTAL AND NOT LESS THAN 1/2"INJ VERTICAL DIRECTIONS 25 2"PLANKS (PLANK& 3-116d BOX (3Y2'xO.135");OR AT EACH BEARING, THICKNESS. 6d@ 16"O.C.ALONG TOE NAIL 3-8d NAILS BEAM,FLOOR&ROOF) 2-1(6d COMMON (3Y"xO.162") FACE NAIL BRACED WALL PANEL AT EACH BLOCKING BO A� 116 - - 55 48 45 6.BRACED WALL PANEELS 8d @ 16"O.C.ALONG MEMBER �V. t�N Ct/ 3-1(6d COMMON (3Y2'X0.162");OR SHALL BE NAILED OR BRACED WALL PANEL WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST (� ,O k 7 26 BAND OR RIM JOIST TO JOIST 4-1(0 BOX (3"xO.128");OR END NAIL SCREWED IN ACCORD/ANCE APPROVED,BAND OR 4-3"'X0.131"NAILS;OR 120 - - 60 52 48 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION RIM JOIST cr Z WITHIN TABLE R6O2,3(j1)OF (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST 4-3"'xl4 GA.STAPLES, /6'CROWN THE 2020 RCNYS. ) * ' NAILS EACH LAYER AS 20od COMMON (4"XO.192");OR FOLLOWS:32"O.C.AT TOP, 124 - - - 56 51 7. BRACED WALL PANELS ARE 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG s'9- WOOD STRUCTURAL JOIST PER PLATE TO I I I I 3-16d @EACH 6 PANEL SHEATHINGNDORRIM JOIST ABLE BOTTOM AND STAGGERED NOTED BY THEFOLLOWVING: BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER Ay TOP OF BAND OR RIM R602.3(1) 11 I I ATTACH SHEATHING 'L •9�. t)426 a.CS-WSP=CONTINUCOUS JOIST I I I I TO BAND OR RIM JOIST �9 NAIL SOLE(PLATE TO �O 24"O.C.FACE NAIL AT TOP I I WITH BDCOMMON °° JOIST PER ITABLE lOdl BOX 3"xO.192" ;OR 128 - - - 61 54 SHEATHED WOOD , I I AND �n R602.3(1) BUILT-UP GIRDERS AND BEAMS, 3"x(0.131"NAILS ) AND BOTTOM STAGGERED STRUCTURAL PANEL j EA16dCH SIDE L AND BOTTOM 27 ON OPPOSITE SIDES L 2-EACH NAILS 2-INCH LUMBER LAYERS 132 - - - 66 58 b.CS-PF=CONTINUOUISLY / ' SHEATHED PORTAL PA'kNEL ADDITIONAL FRAMING FULL-HEIGHT AMID: c.GB=GYPSUM BOARCD CONTINUOUS RIM MEMBER DIRECTLY BLOCKING @ 16"O.C. 2 2(Od COMMON (4"xO.192"):OR FACE NAIL AT ENDS AND AT OR END JOIST BELOW BRACED WALL ALONG BRACED 3-1(Od BOX 3"X0.128" ;OR EACH SPLICE a PANEL WALL PANEL ( ) . FRONT ELEVATION WOOD STRUCTURALPANELSHEATHINGOVERAPPROVEDBANDORRIMJOIST 136 - - - - 62 8.THE ENDS OF THE BBRACED FIGURE R602.10.8(2) SECTION APPROVEDiBANDOR PROJECT NUMBER: 3-3"'xo.13i"NAILS WALL LINES SHALL BE BRACED WALL PANEL CONNECTION WHEN PARALLEL OVER RAISED WOOD FLOOR-OVERLAP OPTION RIM JOIST• 4-1(6 BOX (3Y2'xO.135");OR CONSTRUCTED USING 1 ONE TO FLOOR/CEILING FRAMING LEDGER STRIP SUPPORTING 3-1 t6d COMMON (3Y"xO.162");OR AT EACH JOIST OR 140 - - - - 66 OF THE METHODS SHOWN For SI: finch=25.4 mm. (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) For SI: 1 inch=25.4 mm, 1 1 foot=304.8 mm. D K2O24 2 28 JOISTS OR RAFTERS 4-1COd BOX (3"x0.128");OR RAFTER,FACE NAIL BELOW. 4 BRACED WALL PANEL CONNECTION 5 CONTINUOUSLY SHEATHED PORTAL FRAME " 4-3""x0.13t"NAILS 29 BRIDGING TO JOIST 2-10d (3x0.128") EACH END,TOE NAIL 144 - - - - n72 SCALE.N.T.S FIGURE R602.1022 SCALE M T S. F-001 OF 5 SIDING/CLADDING MIN. 2"ABOVE ROOF SURFACE / AND COVERING USE A MINIMUM OF FLAT ROOF NOTE: FLASHING AT LEAST 2" TWO 8d NAILS THIS 1 SIDE OF TRUSS. PROVIDE H2A SIMPSON e--BEAM &STRAP EXTEND LEAK BARRIER AT STRONG-TIE ON INSIDE / LEAST 5"UP WALL. 8d NAILS %° ° m ° OF STUD FASTENED TO ARCHITECTURAL /el � � INTO TRUSS. �• o (2) NAILS PER STEP FLAT ROOF JOISTS `• DESIGN FLASHING ° ° ° 318"MIN. � O• p• A ASPHALTIC PLASTIC m e EDGECEMENT DISTANCE ° ° P.O. BOX 250 INDIVIDUAL BASE APHANK, NY 11980 ° ° oo op TELEPHONE:(631)793-4608 FLASHING SQUARES ° °°° °°° 8d COMMONS TO p EMAIL: � Simpson ° °° PLATES FILL ONE OF DAN.KISSINGER DKARCHDESIGN.COM Strong-Tie HRC22 @ ,. WOVEN INTO SHINGLES: ° `' `�THREEHOLESTOHtOA THIS DOCUMENT,AND THE IDEAS AND DESIGNS BOTTOM FLANGE LSU INCORPORATED HEREIN,AS AN INSTRUMENT OF PLACE METAL STEP -TWO 8d o EIGHT FLASHING JUST UP-SLOPE NAILS ° BdNAILS °° RIDGE PROFESSIONAL SERVICE IS THE PROPERTY OF FROM EXPOSED EDGE OF INTO ° INTO ° Simpson DK ARCHITECTURAL DESIGN,P.C.FOR USE SOLELY PLATES °m° STUD WITH RESPECT TO THIS PROJECT.THE ARCHITECT ' SHINGLE AND EXTEND 5" Simpson Strong-Tie SIMPSON STRONG-TIE®ITEM: H2A CORNER Strong-Tie HCP SHALL BE DEEMED AUTHOR OF THIS DOCUMENT TYPICAL CAL RAFTER ® AND SHALL RETAIN ALL COMMON LAW,STATUTORY OVER UNDERLYING H7z SIMPSON STRONG-TIE®ITEM:CS20 SIMPSON STRONG-TIE ITEM: LSU &CS20 AND OTHER RESERVED RIGHTS INCLUDING THE SHINGLE AND 5"UP WALL COPYRIGHT.THIS DOCUMENT SHALL NOT BE USED -STEP FLASHING PIECES TYP. RAFTER TO STUD ALTERNATE RAFTER TO CONNECTION WHEN RAFTER RAFTER TO RIDGE TYP. HIP RIDGE & CORNER INWH RATIO N PART,FDKAMHITECTRALDE DESIGN, AUTHORIZATION OF DK ARCHITECTURAL DESIGN,P.C. OVERLAP EACH OTHER 2" CONNECTION STUD CONNECTION AND STUD SPACING DIFFER RAFTER TO RIDGE CONNECTION BEAM CONNECTION 6 CONNECTIONS ALL RIGHTS RESERVED APRON W/ HEMMED 1 2 3 4 5 ©2024 DK ARCHITECTURAL DESIGN,P.C. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE. N.T.S. SCALE: N.T.S. SCALE: N.T.S. EDGE 20 SIDE WALL FLASHING DETAIL SCALE: N.T.S. ° CONSULTANTS : V ° j EXTEND / NON-CORRODING ° ° METAL COUNTER FLASHING OVER %f Z BASE FLASHING A CS20 (2) NAILS PER STEP FLASHING SIMPSON STRONG-TIE" ITEM:ACZ i` ASPHALTIC PLASTIC POST & BEAM CONNECTION CEMENT 12 SCALE: N.T.S. f ij .. ' INDIVIDUAL BASE SIMPSON STRONG-TIE®ITEM: CS20 SIMPSON STRONG-TIE"ITEM: LUS SIMPSON STRONG;-TIE"ITEM: JB / BA SIMPSON STRONG-TIE® ITEM: HB SIMPSON STRONG-TIE" ITEM:GLTV/HGLTV FLASHING SQUARES WOVEN INTO LSTEPSHINGLES: FLOOR TO FLOOR CONNECTION FACE MOUNT HANGER TOP FLANIGE HANGER TOP FLANGE HANGER PLACE METAL STEP o n_ 01 — L ^A TOP FLANGE HANGER 0 � I i FLASHING JUST UP-SLOPE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ° ■ FROM EXPOSED EDGE OF @ SOLID SAWN LUMBER CONNECTIONS @ SOLID SAWN LWMBER CONNECTIONS @ STRUCTURAL COMPOSITE LUMBER CONNECTIONS @ STRUCTURAL COMPOSITE LUMBER CONNECTIONS ° SHINGLE AND EXTEND 5" 2X STUDS, SEE PLANS 2X PLATE, OVER UNDERLYING SEE PLANS SHINGLE AND 5"UP WALL 2"MIN. o U. \ / -STEP FLASHING PIECES z SUB-FLOOR, HDU5-SDS2.5 PRESSURE SIDE COVER W W E TREATED SILI ° OVERLAP EACH OTHER 2" SEE PLANS 3"x3"xl/4" PATE,SEEP ANS PLATE °°° °° • ° ° ♦^ °° ® V RIM JOIST, SEE PLANS NAILED WASHER m° APRON W/ HEMMED � "SIMPSON"LTP4 CONNECTORS PORTION i i SIMPSON STRONG-TIE" ITEM: AB Z .ell EDGE OR APPROVED EQUAL 16"O.C. o< i i o o O FASTEN W/12-8d 2"NAILS POST & BASE CONNECTION 0 ♦n II IJ v "SIMPSON"CS20 STRAPS OR ° "�3 CZ I I H3Z STRAPS AT EVERY STUD (2)A35Z FRAMING ANGLE AT EVERY THIRD qq�� SCALE: N.T.S. 21 CHIMNEY WALL FLASHING DETAIL APPROVED EQUAL AT EVERY STUD C I I (16.0.C.)ENTIRE EXTERIOR STUD d AT WINDOW SILLS ENTIRE EXTERIOR TI Q Q L I I PERIMETER OF BUILDING PERIMETER OF BUILDING(1)ONE SIDE OF I (1)ONE SIDE OF STUD-FASTEN STUD FASTEN W/(12).MO 1/Z•NAILS � I PRESSURE TREATED SILL SCALE: N.T.S. FASTEN AS PER TABLE 3.46 d . \\ 17"MAX. CLEAR SPAN __ WITH(CBC NAILS INTO PLATE pSS FIVSFE�IONS II PLATE SEE PLANS Q I. AS PER R403.1.6,518"DIA.ANCHOR BOLTS, 23"Q.C. ui �� \` I''y'. H3 AND A35 CONNECTORS ARE TO BE GALVANIZED PioP SE GON I I i i I WHERE THEY ARE IN CONTACT WITH ACID TREATED aEf a St�O 5 \ UNLESS NOTED OTHERWISE MIN.7 EMBEDMENT 30"MIN. �� ° I r,IG� Q „ " d (1)#4 REBAR IN SHEAR 5 LUMBER. STAINLESS STEELNAILS MUST ALSO BE USED. (MIN AND MIN.5"PROJECTION BOLTS SHALL BE LOCATED d° a REBAR -_ yj P SF I I FOUNDATION WALL,SEE PLANS Q �I IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE CONE- 12"MIN. REBAR I °� �� EXTEND CRICKET v V < " , LENGTH ® °� P I NOTE;NE OLO(2)ATEDN NOT I T LENGTH _ I I I is I SIMPSON STRONG-TIE ITEM: LBPS P I WTH ONE BOLT LOCATED NOT MORE THREADED ROD EMBEDDED I to�o�O I THEN 1'I' ,TERLESSTHAN SEVEN MIN. 3 X 3 WASHER& NUT SIMPSON I pEa�s� I BOLT DIAMETERS FROM EACH END coPPERTERMITESHIELO FLANGE MIN. 18" I I aE ,GP I _ INTO CONCRETE 1 ty? OF PLATE SECTION. "SIMPSON"SSP STUD PLATE f i LBPS5/8 OR APPROVED EQUAL /2"FROM 5/8" DIA. BOLTS &3"x3"xl/4"PLATE WASHER: i I ,; TIES OR APPROVED EQUAL �— UP ROOF DECK l ;i / W l CORNER I ASPER 23-C UNLESS ANCHOR AT EVERY STUD. ` (2) PRESSURE TREATED SILL PLATE SEE PLANS 1 STORY @ 72"O.C. �• I I BOLTS,23"OC UNLESS � Q S MIN OTHERWISE MIN 7•EMBEDMENT AS PER R403 1 8 2 STORY @ 36"O.C. I I AND MIN 3'PROJECTION BOLTS THDB62600HTITENHDOANCHORBOLTS COPPER TERMITE SHIELD SHALL ND OF THE ATE IN 170F SHALL OF TH PLATE WITHIN 12'2 OF EACH ® ® 3 STORY @ 23"O.C. COREACNERS, END OFTHEPLATEI END MIDDLE PLATE/OF EMOTH F CORNERS,AND IN THE MIDDLE THE MIDDLE THIRD OF THE WIDTH U SIMPSON STRONGIN -TIE ITEM: HDU SIMPSON STRONG-TIE ITEM:STHD 14RJ THIRD OF THE WIDTH OF THE PLATE THE PLATE INSTALLED AS PER MANUF ' FOUNDATION WALL, SEE PLANS WITHIN 12"FROM END PLATE MIN 7X 3,WA$HER&NUT"SIMPSON" SPECS MIN. 12" " @ EA. OUTSIDE EXTERIOR WALL CORNER @ EA. OUTSIDE EXTERIODR WALL CORNER LBPS5/8 OR APPROVED EQUAL CRICKET RIDGE /' /' MIN. (2)PER PLATE ALTERNATE ANCHOR BOLT DETAIL bl, y,. S URE REATED SILLza PLATE,SEE PLANS/ COPPER TERMITE SHIELDOEXTEND CRICKETwzi/ „� %� ,: DOUBLE SILL PLATE ALTERNATE CORNER SILL PLATE TO FOUNDATIONWALISEEPLANS TYPICAL SILL CONNECTIONS AT V CV MIN. 6"UP BACK OF CHIMNEY TO FLOOR TO STUD CORNER HOLD DOWN HOLD DOVVN FOUNDATION SILL PLATE TO FNDT. SLAB GARAGE WALL LOCATIONS Lu C' m = 15 16 17 18 19 (/� 7 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. _ SEAL SHINGLES TO METAL FLANGE W/ FASTENER NOTE: O CO O ASPHALTIC PLASTIC 1.ALL.SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON STRONG-TIE WOOD CONSTRUCTION (CATALOG-LATEST EDITION. INCORRE=CT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 0) o CEMENT I= X L �^ r W CHIMNEY CRICKET DETAIL NOTE: R905.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226 TYPE I OR ASTM D 4869 TYPE I & II. NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN 22 SCALE: N.T.S. R905.1.2 ICE BARRIER. AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR'THE LOWEST GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO "SIMPSON"CS20 COILED STRAPS ISSUE/ DATE: EXTEND END OF SHINGLE MIN. EDGES OF ALL ROOF TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. TYPICAL RESIST CORROSION FROM PRESSURE TREATED LUMBER. OR APPROVED EQUAL AT EVERY ISSUED FOR PERMIT-6/23/2024 12"BEYOND VALLEY CENTER 611 RAFTER, MAX. SPACING 16" O.C. ISSUED FOR PERMIT-1/7/2025 LINE &FASTEN TOP CORNER TOP'PLATE ALL ARCHITECTURAL AND THREE AMENDED DRAWINGS-8/12/2025 MIN. 6"HORIZONTAL LAPS %`� " j; �, BOLTING BOLT SPACING STAGGER FASTENERS� TAB ROOF SHINGLES TO RECEIVE UNDERLAYMENT IN 2 ROWS PATTERN SIZE(d) (s) (6) FASTENERS PER SHINGLE OR �' !� r'% % 2"MIN. 5.5"MIN. FOR 2 x 8 MIN. 6"OVER co —HEAIDER AS PER MANUF. SPECS. LEAK BARRIER. / A 1/2" 12" SEE PLANS 6.5"MIN. FOR 2 x 10 CENTER FULL WIDTH B 3/8" 12" 5 MAX 7.5' MIN.FOR 2 x 12 -- . (1)"SIMPSON"H7Z HURRICANE TIE SEE 0 1 7 i DETAIL#2 OR APPROVED EQUAL AT ROLL OF LEAK BARRIER C 5/8" 12" 'll3/4"MIN. ICE EACH RAFTER AT 16"O.C.MAX. -DO NOT PLACE "SIMIPSON"LTP4 CONNECTORS LEDGER LAG SCREW OR BOLT SPACING *DISTANCE SHALL BE PERMITTED TO BE BARRIER ( T ILS THIS SIDE OF INTO RAFTER) RS BOARD AS PER TABLE R507.2 FASTENERS WITHIN 6" D 3/4" 12" REDUCED TO 4.5"IF LAG SCREWS ARE 24 MIN. (TOTAL FOUR ) OF CENTER LINE 2"MIN. USED OR BOLT SPACING IS REDUCED TO (NTS) (2)8d NAILS INTO PLATES THAT OF LAG SCREWS TO ATTACH 2 X 8 (8)8d NAILS INTO STUDS EXTEND STARTER STRIP Ot OF BOLT MIN. (2)2x4'S DOUG FIR#2 LEDGERS TO 2 X 8 BAND JOISTS. ACROSS VALLEY (sl (s) (s) J, (s) V (s) (s) OR BETTER PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS MIN. 12"BEARING MIN.12"&WEAVE W/ PROFESSIONAL STATEMENT: OPPOSITE SIDE STARTER �4(d)( ) MIN. 7/16"SHEATHING STRIP SHINGLE I TO THE BEST OF MY KNOWLEDGE AND BELIEF THE "SIMPSON"CS20 COILED INFORMATION SHOWN ON THESE DRAWINGS AND SPECIFICATIONS COMPLIES WITH THE APPLICABLE CUT OVERLYING SHINGLES 2"AWAY FROM t - - - - NOTE: SIDING STRAP OR APPROVED EQUAL AT REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF VALLEY CENTER LINE-CLIP SHINGLE CORNERS REFER TO "SIMPSON" EVERY STUD(MAX. 16"O.C.) NEW YORK STATE. 450 &SEAL VALLEY SHINGLES TO EACH OTHER - - - - - - - "SIMIPSON"CS16 STRAPS SHEATHING FASTEN AS PER TABLE 3.4B w/ MIN. BEAM ELEVATION 4(d) W/ASPHALTIC PLASTIC CEMENT FROI SPECIFICATIONS FOR M SILL TO TOP PLATE MANUFACTURERS FLASHING FOR WATERTIGHTNESS 12"BEARING ON STUD SURFACE DECKING 23 CLOSED CUT VALLEY DETAIL ALTERNATIVE APPLICATIONS SIMPSON"FACE MOUNT HANGERMIN. 12" BEARING SCALE: N.T.S. FLITCH PLATE BOLTING PATTERNS OR APPROVED EQUAL TO MEET Jt n5 HOLIDOWN CONNECTORS MINIMUM UPLIFT OF 600 psi WOOD Ep SCALE: N.T.S. INSI[DE THE WALL SEE BEARING CAPACITY-NAILING r�R ARC DETAIL 12 FOR MORE INFO. PATTERN AS PER MODEL NUMBER SOVAN REFER TO MANUFACTURER 29 TYPICAL WALL FRAMING DETAIL � iv 2x LEDGER WITH FASTENERS IN SCALE: N.T.S. iz BEARING WALL ( h ACCORDANCE WITH TABLE R507.2 * 11 d FINISHED FLOOR TO BE MAX SELECTED w/3/4" SUBFLOOR .�•.............'.'........L..... (2)"SIMPSON""HIS" �- �\ •'.'.'.)'I""""""""""'))"' FLOOR JOISTS DTT1Z MIN 750LB.CAPACITY AT4LOCATIONS, CONNECTORS �'97�°' 042656 �4' ................. MIN. 3500 PSI CONCRETE WALL EVENLY DISTRIBUTED ALONG DECK AND ONE STUD SPACING 16"O.C. OF Nw� 1�•••••••••••••........Ij••,,•• WITHIN 24"OF EACH END OF THE LEDGER. SOLID BLOCKING UNDER [[ .. NOTE: HOLD DOWN DEVICES SHALL FULL ENGAGE MAX. (ONE EACH SIDE) BEARING WALL,TYPICAL ::{ \':::::::::::::::::: .::::::::::::::::::::::::: .\"""" ' ' " THIS DETAIL IS.APPLICABLE DECK JOIST PER HOLD DOWN MANUF. (8)8d NAILS TO RIM JOIST F.J. REFER TO PLANS .::::`�v::::::::::::: :::::::::::::::::::::::::: WHERE FLOOR JOISTS ARE ) ( � (� (� (8) 8d NAILS TO STUDS ............... ( ) A FULLY THREADED T AD D 3I8"DIAMETER PARALLEL TO DECK JOISTS LAG SCREW PREDRILLED W/MIN. I. INDIVIDUAL MTL. FLASHING "" "' 3"PENETRATION TO CENTER PLATE, (2) SIMPSON H6 OR APPROVED SQUARES WOVEN INTO SHINGLES *ENGINEERED LUMBER SHALL BE •••'••• ..• '•••••••' STUDS,OR HEADER SOLID EQUAL CONNECTORS JOIST SPACING PROJECT NUMBER: CALCULATED IN ACCORDANCE BEARING WALL FIREBLOCKING 16"O.C. MAX. (ONE EACH SIDE) w/ASCE-7-16(TYPICAL) WALL DETAIL @ GARAGE WALL EACH BAY (8)8d NAILS TO FLOOR JOIST DK202412 (8) 8d NAILS TO PLATE 4 OPEN VALLEY DETAIL 26 TYPICAL OFFSET BEARING FOR 2X LUMBER RETURNS & BETWEEN GARAGE DOORS ,, LEDGER BOARD CONNECTION DETAIL TYP. CANTILEVER FRAMING DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FIGURE R507.2.1(2) SCALE: N.T.S. SCALE: N.T.S. F-002 0F 5 TABLE R402.1.2TYPICAL AIR SEALING DETAILS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a CLIMATE FENESTRATION SKYLIGHT' GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENT` SLAB CRAWL` ZONE U-FACTOR' U-FACTOR FENESTRATION R-VALUE (WALL R-VALUE' R-VALUE WALL R-VALUE SPACE WALL /V[CHITEC-RJR LL- SHGC''° R-VALUE R-VALUE &DEPTH R-VALUE 4 0.32 0.55 0.40 49 20 or13+5" 8/13 19 10/13 i 10,2it 10/13 EXTERIOR INSULATED WALL 1 kCEMENT BACKER BOARD DESIGN 5 0.30 0.55 NR 49 20or13+5' 13/17 30° 15/19 10,2it 15/19 1 CONTINUOUS BEAD OF SEALANT �— CONTINUOUS BEAD OF SEALANT PLYWOOD/OSB SHEATHIN 6 Option 1 0.30 0.55 NR 49 20+�or 13+10 15/20 30° 15/19 10,4 fT 15/19 P.O.BOX 250 CONTINUOUS BEAD OF ADHESIVE PORCH RAFTER YAPHANK, NY 11980 6 Option 2 0.28 0.55 NR 60 23scavity 19/21 30° 15/19 10,4it 15/19 CONTINUOUS BEAD OF SEALANT Ilk TUB SURROUND TELEPHONE:(631)793-4608 NR=Not Required. 2X LEDGER ON TOP OF ATTIC INSULATION —� EMAIL: for SI:I foot=304.8 mm. WEATHER BARRIER WOOD FRAMING BEYOND (--FLOOR ASSEMBLY-- DAN.KISSINGER@DKARCHDESIGN.COM a. R-values are minimums.U-tactors and SHGC are maximums.Where irnsulation is installed in a cavity that is less than the label or design thickness of FLOOR ASSEMBLY--) AND SHEATHING SHEATH INTERIOR OF ATTIC TUB UNIT CONTINUOUS BEAD OF the insulation,the installed R-value of the insulation shall not be less ithon The R-values specified in the table. THIS DOCUMENT,AND THE IDEAS AND DESIGNS P INCORPORATED HEREIN,AS AN INSTRUMENT OF b. The fenestration U-factor column excludes skylights.The SHGC colurrnn applies to all glazed fenestration. ACCESS TO +1"OF SEALANT PROFESSIONAL SERVICE IS THE PROPERTY OF c. "10/13"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation on the Interior of the basement walls. CONTINUOUS BEAD OF SEALANT INSULATION LEVEL DK ARCHITECTURAL DESIGN,P.C.FOR USE SOLELY "15/19"means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the Interior of the basement wall. AT TUB AT EXTERI R ALL WOOD FRAME SOFFIT WITH RESPECT TO THIS PROJECT.THE ARCHITECT Alternatively,compliance with"15/19"shall be R-13 cavity insulation con the interior of the basement wall plus R-5 continuous insulation on the I" RIGID INSULATION SHALL BE DEEMED AUTHOR OF THIS DOCUMENT interior or exterior of the home. INSULATED EXTER OR S LID WALL ASSEMBLY AND SHALL RETAIN ALL COMMON LAW,STATUTORY d. indicated insulation shall be provided under the full n h area of a heated s)t b in addition to the required slab edge insulation R-value for slabs,as CONTINUOUS BEAD OF SEALANT PROVIDE BLOC NG A STUD CAVITY PROVIDE INTERIOR SHEATHING AND OTHER RESERVED RIGHTS INCLUDING THE indicated in the table.The slab edge insulation heated slabs shall not be required To extend below the slab aa e. Reserved I. Reserved rr�INTERIOR GYPSUM WALLBOARD BUILDING PAPER/ ACCESS PANEL COIN PYRIGHT.EORI DOCUMENT SHALL NOT BE USED ITHOUTTHE WRITTEN g. Alternatively,insulation sufficient to fill The framing cavity and providiiing not less Than an R-value of R-19 THIN-PROFILE W LL S' ATHING AT EXTERIOR WALL PRIOR TO -- TRIM AS REQUIRED SOFFIT ASSEMBLY AUTHORIZATION OF DK ARCHITECTURAL P.C. In. The first value is cavity Insulation,The second value is continuous lnsullation.Therefore,as an example,"13+5"means R-13 cavity insulation plus R-5 AS AIR BARRIER WEATHER BARRIER—�' \ CONTINUOUS B AD SEALANT continuous insulation. FINISH CEILING I. Mass walls shall be in accordance with Section 402.2.5.The second R2-value applies where more than half of the insulation Is on the Interior of the \ CONTINUOUS BEAD OF SEALANT ALL RIGHTS RESERVED mass wall. EXPANDING FOAM ©2024 DK ARCHITECTURAL DESIGN,P.C. E—WOOD FRAME--) FLOOR ASSEMBLY CONSULTANTS : TABLER402.1.4 a I. EQUIVALEfNTU-FACTORS RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/ SHOWER BUILT-OUT SOFFIT CLIMATE FENISTRATION SKYLIGHT CMILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWL 1 A ZONE U-FACTOR U-FACTOR U-FFACTOR U-FACTOR U-FACTOR' U-FACTOR WALL SPACE WALL 3 4 U-FACTOR U-FACTOR L) [_5 4 0.32 0.55 (0.026 0.060 0.098 0.047 0.059 0.065 5 0.30 0.55 (0.026 0.060 0.082 0.033 0.050 0.055 6 0.30 0.55 (0.026 0.045 0.060 0.033 0.050 0.05s —FLOOR ASSEMBLY a. Nonfenestration U-factors shall be obtained from measurement,calcullation or approved source. INTERIOR INSULATED WALL BETWEEN b. Mass walls shall be in accordance with Section R402.2.5.Where more thhan half of the Insulation Is on the Interior,the mass wall U-factors shall not exceed 0.087 in Climate Zone 4 except Marine,0.065 in Climate Zone 15 and Marine 4,and 0.057 in Climate Zone 6. SPRAY FOAM INSULATION CONDITIONED SPACE AND ATTIC C. In warm-humid locations defined by Figure R301.1 and Table R301.1.thie basement wall U-factor shall not exceed 0.360. CONTINUOUS BEAD ROOF SKYLIGHT EXPANDING FOAM SEALANT OF•SEALANT 17111 E--ROOF RAFTER PREFAB--� ROUGH STRINGER RIDGE INSULATION FIREPLACE UNIT GYPSUM BOARD TABLE R402.4.1.1 R-V LUE/THICKNESS PER CLIM;�,TE INSULATED EXTERIOR (BOTH SIDE OF WALL) G STUD WALL EXPANDING AIR BARRIER AND, INSULATION INSTALLATION EXISTING BAND JOIST EXPANDING FOAMSEALAPIdT FOAM INSTALL INTERIOR SHE THING* 6 CONTINUOUS BEAD OF �\COMPONENT AIR BARRIER CRRITERIA INSULATION INSTALLATION CRITERIA SEALANT PRIOR TO INSTILLATIO OF SEALANT A continuous air barrier shall be insstalled In the building PREFAB FIREPLACE ■ envelope. Air-permeable insulation shall not be used as a sealing INSTALL 1"RIDGE General Requirements The exterior thermal envelope comtains a continuous E—INSTALL SHEATHING AT rl'TTIC, air barrier. material. INSULATION AT BOTH CONTINUOUS BEAD O Breaks or joints in the air barrier shcnllbesealed. G •• SIDE OF SKYLIGHTSHAF"II \_ HORIZONTAL AND �- SEALANT , PROVIDE INTERIOR � The air barrier in any dropped ceilliingor soffit shall be VERTICAL POSITIONS CAVITY INSULATII'ON \ SHEATHING AT W aligned with the Insulation annd any gaps inthe The Insulation in an g y dropped ceilin /soffit shall be DRAINAGE PLANE (LEAVE 3/8"GAP FOR \ ATTICINSULATIOIIJ EXTERIOR WALL AND Ceiling/attic W air barrier alined with The barrier. INSTALL EXPANDING GYP. BD. LINER Access openings,drop down stairss or knee wall doors g air a . EXPANDING FOAM) 2K_BLOCKING CEILING PRIOR ♦♦^^ to unconditioned attic spacces shall be sealed. FOAM SEALANT AT TO SOFFIT ASSEMBLY V -- - _ — EXPANDING WOOD FRAME SOFFIT Cavities within corners and headers of frame walls INTENTIONAL GAPS E—WOOD FRAME FOAM SEALANT ASSEMBLY The The junction of the foundation and sill plate shall be sealed. shall be insulated by completely filing the cavity AT 1"RIDGE INSULATION CAVITY INSULATION FLOOR ASSEMBL The junction of the Top plate and Tthe top of exterior walls with a material having a thermal resistance,of CONTINUOUS BEAD CONTINUOUS BEAD O shall be sealed. R-value,not less than R-3perinch. SECTION THROUGH STAIRWAY SECTION THROUGH WALL Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls OF SEALANT OF SEALANT shall be Installed In substantial contract and MINIMUM 1/2"'DRIP a continuous alignment with the air barrier. a I"RIGID INSULATION Windows,skylights and doors The space between framing and sskylghts,and the --- o c• Q Q jambs of window/doorjamb)s shall be sealed. SOFFIT CLOSURE CONDITIONED/ Rim joists shall include the air barrier. Rim joists shall be insulated. SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OI.IT SOFFIT UJ �- Floor framing cavity Insulation shall be Installed to CANTILEVER FLOOR Q maintain permanent contact with the underside 7 Q ^ T� Floors including cantilevered floors and The air barrier shall be Installed at cany exposed edge of sub-floor decking.Alternatively floor framing / v U �V�1 0 1 1 N V, floors above garage. of insulation. cavity insulation shall be in contact with the top FCe side of sheathing or continuous insulation installed the underside of floor framing and shall O I-- extend from the bottom to the top of all LU perimeter floor framing members. ■ �� Exposed earth in un vented crawl sspaces shall be Crawl space insulation where provided instead of floor r Crawl space walls covered with a Class I vaporr retarder with insulation,shall be permanently attached to the VENTED AIRSPACE overlapping joints taped. walls, MANUFACTURED THIN-PROFILE Duct shafts,utility penetrations,an(d flue shafts opening ATTIC VENTILATION BAFFLE / Shafts,penetrations to exterior or unconditioned space shall be ---- (FULL WIDTH) CONTINUOUS BEAD sealed. CAVITY INSULATION , OF SEALANT O V Batts to be installed In narrow cavities shall be cut to fit or narrow cavities shall be filled by Insulation PROVIDE RIDGE INSULATION i / t ' (� Narrow cavities -' that on installation ready conforms to the BAFFLE AROUND VENTILATION � ' CONTINUOUS BEAD �'' available cavity space. MM CHUTE-FOAM SEAL PERIMETER CONTINUOUS BEAD OF SEALANT OF SEALANT LU C' W Air sealing shall be provided betwceen the garage and OF RIDGE INSULATION U) Z Garage separation conditioned spaces. PROVIDE STUD CAVITY CLOSURE CONTINUOUS MINIMAL �..� Recessed light fixtures Installed in ithe building thermal Recessed lightfixturesinstalledinthebuildingthermal ON BACK SIDE OF EACH STUD EXPANDING FOAM AT a. Recessed lighting envelope shall be sealed to the finhished surface. envelope shall be airtight and IC rated. CAVITY CEILING GYPSUM BOARD WINDOW PERIMETER O T O AS AIR BARRIER X v, Walls In exterior walls,bait Insulation shall be cut neatly to fit CONTINUOUS BEAD /� around wirin and plumbing,or installation,that a. � rn Plumbing and writing ____ g p g OF SEALANT �� v on installation readily conforms to the available space,shall extend behind piping and wiring. CONTINUOUS BEAD OF SEALANT The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be i�]vo�s/stub on exterior wall showers and tubs shall separate the wall from the insulated. / CONTINUOUS BEAD OF SEALANT LINE ILLUSTRATES showers and tubs. CONTINUITY OF AIR CONTINUOUS MINIMAL WINDOW UNIT AS ISSUE / DATE: The air barrier shall be installed belhind electrical or BARRIER AT WALL SECTION EXPANDING FOAM AT AIR BARRIER ISSUED FOR PERMIT-6/23/2024 Electrical/phone box on exterior walls communication boxes.Alternatively,air-sealed __ WINDOW PERIMETER ISSUED FOR PERMIT-1/7/2025 boxes shall be installed. PROVIDE SOLID BLOCKING CONTINUOUS MINIMAL AMENDED DRAWINGS-8/12/2025 HVAC supply and return register bcDots that penetrate BENEATH KNEE WALL EXPANDING FOAM AT HVAC register boots building thermal envelope slhall be sealed to the WINDOW PERIMETER sub-floor,wall covering or ceiling penetrated by the boot' CAVITY INSULATION Where required to be sealed,conccealed fire sprinklers shall CONTINUOUS BEAD Concealed sprinklers only be sealed in a manner tthat is recommended by t OF SEALANT manufacture.Caulking or oTRher adhesives sealants ---_ shall not be used to fill voids I between fire sprinkler cover plates and the wall or ceiling. WINDOW UNIT AS CONTINUOUS BEAD AIR BARRIER OF ADHESIVE CONTINUOUS BEAD CEILING & KNEE WALL INSULATION CONTINUOUS MINIMAL OF SEALANT FOAM AT WINDOW PERIMETER R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY) CONTINUOUS BEAD HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED 1 2 OF SEALANT PROFESSIONAL STATEMENT: ON BUILDING LOADS CALCULATED IN ACCORDAPNCE WITH ACCA MANUAL J OR OTHER APPROVED CONTINUOUS BEAD TO THE BEST OF MY KNOWLEDGE AND BELIEF THE INFORMATION SHOWN ON THESE DRAWINGS AND HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND OF ADHESIVE SPECIFICATIONS COMPLIES WITH THE APPLICABLE COOLING EQUIPMENT SHALL HAVE AN EFFICIENCY RATING EQUAL TO OR GREATER THAN THE ATTIC INSULATION REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS ATTIC FLOOR FRAMING CONTINUOUS BEAD CONTINUOUS BEAD NEW YORK STATE. RIGID INSULATION R-VALUE/DEPTH PER CLIMATE OF SEALANT OF SEALANT INSTALLED. COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE ° I SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED \` CONTINUOUS SILL SEALER GYPSUM BOARD BOX ENCLOSURE /ATTIC INSULATION i -FULL WIDTH OF MUDSILL ATTIC FRAMING— or \ \ � FOUNDATION WALL AS SPECIFICATIONS: AIR BARRIER p,*GD qRC REFER TO ENERGY CONSULTANT'S CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION \ \\\\a CONCRETE SLAB AS aNN K) y� AND MECHANICAL SPECIFICATIONS. CONTINUOUS BEAD AIR BARRIER OF SEALANT \\\\\ ° %0, ° rz 0 MECHANICAL LATCH TO PRESSURE \\\ EXPANDING FOAM SEALANT AT PERIMETER 0 SEAL AT WEATHER STRIPPING \/ o Q426y6�OQ� ADDITIONAL SPECIFICATIONS: CONTINUOUS BEAD OF SEALANT MANUFACTURED PULL DOWN STAIR \�\ • WINDOWS AND SKYLIGHTS:0.30 U VALUE, 0.30 SHGC DRYWALL CEILING > • BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA RECESSED LIGHTING FIXTURE • HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER 100 SQ.FT. BLOCKING AS REQUIRED O ` • MIN. (1) ENERGY STAR APPLIANCE • MIN.90%ENERGY EFFICIENT INTERIOR LIGHTING LINE OF CONTINUOUS AIR SEALING STRATEGY - AIR SEALING STRATEGY - • BUILDING CAVITY CANNOT BE USED AS DUCTWORK RECESSED LIGHTING IN ATTIC ATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTION LOWER WALL SECTION PROJECT NUMBER: • ALL HOT WATER PIPES TO BE INSULATED TO R3 13 . 714 15 1176 F17 DK202412 . ALL DETAILS MAY NOT APPLY F-003 OF 5