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HomeMy WebLinkAbout50159-Z � a MpIV 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#: 50159 Date: 12/27/2023 Permission is hereby granted to: QJSG Properties LLC 333 Central Park W Apt 106 New York, NY 10025 To: construct an accessory barn (60x40) as applied for per ZBA approval. At premises located at: 38015 Route 25 Orient SCTM # 473889 Sec/Block/Lot# 15.-2-15.7 Pursuant to application dated 11/21/2023 and approved by the Building Inspector. To expire on 6/27/2025. Fees: ACCESSORY $1,325.00 CO-ACCESSORY BUILDING $100.00 Total: $1,425.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone (631) 765-1802 Fax (631) 765-9502 lath.S://AVWW.sOLltll ldtowi n W8ow Date Received APPLICATION For Office Use Only 2AP) Inspector � ) PERMIT NO. 'SA�1. Building , Applications and forms must be filled out in their entirety. IncompleteOppartmer applications will not be accepted. Where the Applicant is not the owner,an c2 H Owner's Authorization form(Page 2)shall be completed. Date:11.17.23 OWNER(S)OF PROPERTY: Name:QJSG Properties 1±L" 1000-15-02-15.7 Project Address:38015 Route 25 - Orient, NY 11957 Phone#:646.734.3579 Email:Chad@gallant.cc Mailing Address:PO BOX 613 Orient, NY 11957 CONTACT PERSON: Name:Zackery E. Nicholson, RA Mailing Address: 1250 Evergreen Drive - Cutchogue, NY 11935 Phone#:631.513.6589 Email:ZENicholson.Arch@gmai1.com DESIGN PROFESSIONAL INFORMATION: Name:Zackery E. Nicholson, RA Mailing Address: 1250 Evergreen Drive - Cutchogue, NY 11935 Phone#:631.513.6589 Email:ZENicholson.Arch@gmaiI.com CONTRACTOR INFORMATION: Name:Morton Buildings Inc Mailing Address:22355 Cox Ln, Unit #4 - Cutchogue, NY 11935 Phone#:631.235.9841 Email:William.Kelly@mortonbuildings.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑Other ❑Addition ❑Alteration ❑Repair ❑Demolition �Nevvstruur� Estimated Cost of Project: $$1.50 000 Eill the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? Dyes NO No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building 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 pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Zackery E. Nicholson, RA ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS. COUNTY OF,Sy���� ) -Z0-r- V-�k being duly sworn, deposes and says that(s)he is the applicant (Name of individdal signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this rl or Ole" !&konn� day of UdV?. JW , 20 ry Public CHELSEA E. CHALONE Notary Public, State of New York Registration #01 CH6287106 I .t iG) ° t I"" i' V ° '° tJ""' V iI Fid I""'ION fi..d In Suffolk County �.,_.. .........,. ualifie Commission Expires Aug.5, 20 (Where the applicant is not the owner) Chad Gallant residing at 38105 Main Road, Orient, NY I, Zackery E. Nicholson do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 1.19 11/15/23 Owner's Signature Date Chad Gallant Print Owner's Name 2 Compliance Certificate cate Project Gallant - Morton Building Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,400 ft2 Glazing Area 5% Climate Zone: 4 (5999 HDD) Permit Date: 2023-11-17T05:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 38015 Route 25 QJSG Properties Morton Buildings Inc Orient, New York 11957 38015 Route 25 22355 Cox Ln Orient, New York 11957 Unit#4 646.734.3579 Cutchogue, New York 11935 chad@gallant.cc 631.235.9841 william.kelly@mortonbuildings.com Maximum ax Compliance:19.0%Better Than Code v MiUA: our 352 Vp Your UA: 285 ry✓ IT WIT Maximum SHGC: 0.40 Your µ SHGC: 0.38 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. V N slla�all'k-on-(Yaade SWI) an ��r��a.Nar tlu�rr�rnrrf6 a��u°r,� rnra Nr�nu�nr�s,a,u r,rurn.aor�r�rr,nrN in uPrra V..0 or Ifaaar�'rairuiruaannam:rry a anrrn aU'Naranrr' nasuNn Nuri II�I;:��rNun r.Nc N ama:IVu .., �„ aur�a�a:,a r bIly In the specifiedaw:lllii rnaate z iriie rims st:irir eEi!t the rraairairnu.srn e neirgy code uirns insulation R vallue and depth irnaq uireir��ea"ts,, Selope Asaaarry dies y l° Ceiling: Raised or Energy Truss 2,400 38.0 0.0 0.025 0.026 60 62 North Wall: Wood Frame, 16"o.c. 620 19.0 0.0 0.060 0.060 19 19 Door Type 103: Solid Door(under 50%glazing) 20 0.190 0.320 4 6 Door Type 101: Solid Door(under 50%glazing) 120 0.190 0.320 23 38 Door Type 102: Solid Door(under 50%glazing) 128 0.190 0.320 24 41 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 East Wall:Wood Frame, 16" o.c. 650 19.0 0.0 0.060 0.060 37 37 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Project Title: Gallant Morton Building Report date: 12/20/23 Data filename: Pagel of 2 � l 1 r I I lrl 1 iYl!>��r�11 X01��)) �))1))JJII�II/1�11J��11111'1)111111J1J111��JJJJ��))J��JJJU�IJ�JJJJJJ)�1J1I��Jlll II II JJJJJ111��1U1Illy ��JJJ, r. Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 South Wall:Wood Frame, 16"o.c. 620 19.0 0.0 0.060 0.060 35 35 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 Window Type 1: Metal Frame 8 0.190 0.320 2 3 SHGC: 0.38 West Wall: Wood Frame, 16"o.c. 650 19.0 0.0 0.060 0.060 31 31 Door Type 102: Solid Door(under 50%glazing) 128 0.190 0.320 24 41 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirement listed In the REScheck Inspection Checklist. Name-Title Signature Date � �D ARC A N i , S, 044423 A- 0 Project Title: Gallant- Morton Building Report date: 12/20/23 Data filename: Page 2 of 2 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ,�� � ""�" 53095 Main Road•F.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes office L cater: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) �COUNT11 Sout b http://southoldtownny.gov ZONING BOARD OF APPEALS 3 TOWN OF SOUTHOLD Tel. (631)765-1809 Southold'town Clerk FINDINGS,DELIBERATIONS,AND DETERMINATION MEETING OF OCTOBER 19,2023 ZBA FILE: #7827 NAME OF APPLICANT: QJSG Properties,LLC PROPERTY LOCATION: 38015 NYS Route 25, Orient,NY SCTM: 1000-15-2-15.7 EQR D-TERMINATION: 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 COUNT'S AI)MINISTRATIV CODE: This application was referred as required under the SrIffolk County Administrative Code Sections A 14-1.4 to 23,and the Suffolk.County Department of Planning issued its reply dated August 21, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DET14MAIN TI N., 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. P„ RQPE1 "1 Y F ACTS/DESCRIPTION: The subject,conforming,property measuring 19.645 acres has access to NYS Route 25 via a 337.42 feet in length flagpole having a lot width of 99.92 feet along the roadway(which includes a 50 feet wide right of way running the length of the lot, allowing access to the small, waterfront parcel to the north), measures approximately 2,050.20 feet along the easterly property line,measures 543.29 along the northerly property line and 1,763.16 feet along the westerly property line,contiguous with multiple residential lots of the"Green Acres at Orient" subdivision, then 308.56 feet along the southerly property line where it then meets the aforementioned flagpole portion of the lot. The property is improved with a one and one half-story frame house with porch currently under renovation,a tennis court,and multiple"as-built"structures(subject of this application)all shown on a survey prepared by Howard W. Young, Licensed Land Surveyor last revised July 26, 2023. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-13C; Article III, Section 280-15; Article XXII, Section 280-1051)(4); and the Building Inspector's May 9, 2023, Amended July 28, 2023 Notice of Disapproval based on an application for a permit to install additional deer fencing and to construct an accessory potting shed,a chicken run with coop,a goat barn,an accessory artist studio structure,barn,and two(2)hoop houses, and to legalize an"as built"accessory pergola,a greenhouse,and two(2)sheds on rural residential property;at 1)the proposed artist studio use in the accessory building is not a permitted accessory use;2)seven(7)proposed accessory structures located in other than the code permitted rear yard; 3) four (4) "as built" accessory structures located in other than the code permitted rear yard;4)deer fencing located in the non-permitted front yard or primary front yard; located at: 38015 NYS Route 25, Orient,NY. SCTM No. 1000-15-2-15.7. RELIEF RE..QUFSED: The applicant requests multiple variances to legalize several "as-built" accessory structures, including a pergola(14 feet by 22 fee(),a greenhouse(14 feet by 19.6 feet), and two(2)sheds(combined Page 2,"October 19,2023 ,91827,QJSG Properties SCTM No. 1000-15-2-15.7 size, 3.9 feet by 13.6 feet) located in a front yard where such improvements are limited to rear yard locations; the applicant seeks a variance to construct a deer fence eight(8)feet in height in a front yard location, where only a four (4) foot high fence is allowed; the applicant seeks variances for the proposed construction of several accessory structures, including a potting shed (8 feet by 12 feet),a chicken run (30,-feet by loo feet)with coop(10 feet by 20 feet), a goat barn(12 feet by 16 feet),two(2) hoop houses(each 20 feet by 50 feet),a barn (40 feet by 60 feet with a height of 20.11 feet), and an elevated art studio/viewing platform (16 feet by 16 feet with a height of 17.4 feet) located in a front yard where the Code limits the placement of such structures to a rear yard location;and finally, the applicant seeks a variance for the use of the art studio, which is not permitted per the Town of Southold code. ADD 1A the owner of the large, seven (7) acre, waterfront estate im mediately to the north fiat the subject property, known as SCTM. 1000-15-2-15.8 and while an independent Property itis characteristically agriculturally used subject parcel. Presently,the applicant proposes to I ive in tile house on It t building permit for renovations and expansion;the residence to the north will be renovated and occupied at a later date by the applicant's adult son. The applicant provided architectural plans for the accessory structures unsigned and unstamped,labeled A-1 through A-4 and dated July 18,2023 and manufacturer specs for the hoop houses from Hoklart�herm dated September 2016. Improvements on the parcel are covered by the following Certificate of Occupancy: #Z-33 595 dated March 16,2009 covering the conversion of an existing accessory structure to a residence. #Z-33594 dated March 16,2009 covering an accessory tennis court #Z-44926 dated June 26, 2020 covering a deer fence in a front yard location per ZBA approval An open building permit, file #49219, was issued May 9, 2023 for additions and alterations to'an existing single- family dwelling. The residential structure is located at the northern end of the subject parcel with the majority of land(presently used for agricultural purposes) located to the south- little or no room exists in the compliant rear yard of tile residence to place the necessary agricultural accessory structures (both `'`as-built"-built" and proposed) in a compliant location, The parcel is bisected by wetlands which are presently unfenced to the west. At the hearing the applicant's attorney, explained that, although the Notice of Disapproval stated that the proposed deer fencing was not permitted in a front yard,the applicant proposes to place deer fencing around the wetlands area located in the existing front yard and would only be tying it into tile existing deer fence,permitted tinder prior Board relief. The applicant is the beneficiary of prior Board relief under file #7371 dated February 20, 2020 granting relief to allow a deer fence in a front yard location, along the perimeter of the property. Development rights on the entire parcel are intact The applicant offered testimony that the fame operation and use of the site agriculturally is accessory to the residential use and that they are presently not classified as a bona fide farm operation. The produce grown and agricultural products are for the owner's own consumption and are not sold at a permitted roadside farmstand. The applicant's agent offered testimony that the art studio (in practice an enclosed viewing platform) is for the Use of the property owner,that no public events will be held and that the structure will not contain plumbing or a bathroom nor will it be conditioned and will have limited/basic electric service. An immediate neighbor wrote a letter of concern prior to the public hearing; during the public hearing the 'farm manager' spoke in favor of this application reminding the Board of the property size and remote location with ... .............. w., Page 3,,October 19,2023 97827,QJSG Properties SCTM No. 1000-15-2-15.7 virtually no impact on any immediate neighbor or the community in general. No other neighbor or member of the community spoke in favor of or against this application. On October 6, 2023 the applicant's agent provided the Zoning Board of Appeals with examples of multiple similar variances granted for accessory structures and deer fencing in front yard locations. "INPIN-0FAhACTI MASONS I*Olt BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,, personal inspection of the properly and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b 3 b . Grant of the requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel is not visible from the roadway or the subdivision to the west,as it is obscured by dense woodlands, where a deer fence already exists protecting the applicant's crop. The addition of various accessory structures, customary in agricultural operations,as applied for, in a front yard location,where a rear yard is required,will also have little or no impact on the community as they are not visible other than from the air. Lastly, the use of the proposed accessory structure as an art studio/viewing platform„ while not a permitted use will,again have no impact on the community since it is less than 260 square feet in sire, unconditioned and without plumbing and raised to a finished height of under 20 feet. All structures, as proposed, are common to any agricultural operation within the Town of Southold. 2. Town Law 267-b I )(b)(2). The benefit sought.by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The proposed deer fence,which is non-conforming in height in a front yard on a residential lot, is the only possible way to attempt to control deer intrusion on this agriculturally used property. Furthermore,the applicant cannot locate the agricultural accessory structures in a compliant rear yard. location as a result of the original location of the residential structure. While the applicant can create a conforming `art studio' space within their residence,the structure,as proposed is modest in size and raised over the agricultural property to allow the resident a view of the farm operation and various planting beds and garden areas. 3. Townlaw 2676 3 b 3 . The variances granted herein are mathematically substantial, each representing 100% relief from the code. however, as evidenced by the applicant's agent testimony and that of the farm manager, there is no impact on any immediate neighbor, that the property is well screened from view and site is well over 1,450 feet to the north of Main load/Route 25. While not an official farm operation, the applicant:has provided evidence to the Boards satisfaction that the property is well planted with a.variety of fruit bearing trees,that there is livestock and other typical farm animals on site and that al I appears well tended to and taken care of. 4. Town Law 267-b ?G b U4 , 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. pp 5. Town Law 267-b 3 b 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 tinder the Zoning Code in effect prior to or at the time of purchase. Fut-.hermore, at the time of the.minor subdivision, as sanctioned by the Town of Southold Planning Board, the tennis court was associated with the property to the north as was the small accessory structure now converted to a primary residence. While sell-created, the applicant is limited in their ability to use the full 19 acres lying, to the south of the aforementioned improvements without Board relief. a Page 4,October 19,2023 #7827,QJSG Properties SCTM No. 1000-15-2-15.7 6. Town Law '`2+67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of several"as-built" accessory structures, including a pergola(14 feet by 22 feet), a greenhouse(14 feet by 19.6 feet),and two(2)sheds(combined size, 3.9 feet by 13.6 feet)and the construction of a deer fence eight(8)feet in height in a front yard location(along the perimeter of wetlands at the center of the parcel, and the construction of several accessory structures: a potting shed(8 feet by 12 feet),a chicken run(30 feet by 1.00 feet)with coop(10 feet by 20 feet), a goat barn(12 feet by 16 feet),two(2)hoop houses(each 20 feet by 50 feet),a barn(40 feet by 60 feet with a height of 20.11 feet),and an elevated,art studio/viewing platform(16 feet by 16 feet with,a height of 17.4 feet)ALL located in a front yard where the Code limits the placement of such structures to a rear yard location while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUIJON QF 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 ,and duly carried,to GRANT the variances as applied for and shown on a Building Permit Survey prepared by Howard'W. Young, L.S., last revised July 26, 2023;and.Architectural Plans for the pergola and the 13.6 ft.by 3.8 ft. shed, labeled A-3 and A-4,prepared by John J. Condon, dated August 17,2023; and unsigned and nsta a Architectural Plans of the 40 ft. by 60 ft. barn,potting shed, goat barn, chicken coup and artist studio, labeled A-1 and A-2 and,dated Fatly 18, 2023 and manufacturer specs for the hoop houses from Hoklartherm, dated September 2016. SU w CT TO"1 FOLLOWING CQ tT` ONS, 1. The applicant must apply to the Building Department for a building permit for all the "as built" improvements located in the non-conforming front yard (a 14 ft.x19.6 ft. greenhouse,a 13.6 ft.x 3.8 ft. frame shed,and a 14.1ft.x 21.1 ft. pergola)within 90 days of the date of this decision and submit same to the Of-rice of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why th6 applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The"as built" improvement(s)may not be used until a Certificate of Occupancy has been obtained. 4. The art studio/viewing platform is not to be conditioned in anyway;plumbing shall be limited to a utility sink only(no half or full bathroom shall be permitted);and basic electricity shall be allowed. 5. In addition,the Board determines the following elements/conditions led to the determination that the artist use is customary and incidental to the principal use, and therefore shall apply: a) Such use is incidental to the principal residential use on the premises. b) 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. If property owner applies for a rental permit for the subject dwelling,or sells/transfers the property, art studio use shall be extinguished. c) 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. d) 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, e) There is no exterior effect at the property line such as noise,traffic, odor,dust, smoke,gas,fumes or radiation. f) No display of products/art work/crafts etc. is visible to the street. Page 5,October 19,2023 97827,QJSG Properties SCTM No. 1000-15-2-15.7 g) No sales to the public are permitted on the subject property, h) Activities in the artist's stud io/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. i) No sleeping or cooking is permitted in the accessory structure. j) 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. k) 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. 1) 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 approval shall not he 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 CerfiJicate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON HE APPROVAL S) GRANTED HEREIN Please Bead. Careful!y 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 andlor 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 relief granted herein, are not authorized under this application when involving n6nconformities 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 O"ER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE I OD;E REQUIRED"D E FRAME DESCMBED HE Failure to comply in a timely manner may result in the denial by a .k Page 6,,October 19,2023 #7827,QJSG Properties SCTM No. 1000-15-2-15.7 the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Planamento, Lehnert, Acampora, Dantes, Weisman. This Resolution was duly adopted(5-0). r Les ie Kanes Weisman,Chairperson Approved for filing ;Z-/2023 Scott A. Russell S'7C'01KMWA\,T1E1K SUPERVISOR I��1[A NA\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Boz 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Zecke E. Nicholson. RA Date: (Print) 11.27.23 CJignat m el Contact Information: ZENicholson.ARCH@gmaii.com (E-Mail 8 Telephone Number) 631.513.6589 Property Address / Location of Construction Site: 38015 Route 25 S.C.T.M. #: 1000 Orient, NY 11957 District 15 2 15.7 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required! ❑ - Area of Disturbance is Greater than 1 Adre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit through the Southold Town Engineering De artment Prior to Issuance of a Building Permit. 1, J4 Reviewed By: Date: I I r nR Tel * CMCP-T0q nrrtnhar 9n i 6 ACORO® DATED(SMM/DD/YYYY) CERTIFICAT OF AS�LNTY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.It SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this 21) I� certificate does not confer rights to the certificate holder in lieu of such endorsement(s). m PRODUCER CONTACT Aon Risk Services Central, Inc. NAME (866) 283-7122 FAX (800) 363-0105 N Chicago IL office AIC.Ner Ex 200 East Randolph ADDRESS: _ Chicago IL 60601 USA INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Zurich American Ins c0 16535 Morton Buildings, Inc. INSURER B: American Zurich Ins Co 40142 252 West Adams Street Morton IL 61550 USA INSURER c: Great American Security Ins Co 31135 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:5701.01817677" REVISION NUMBER: THIS IS TO CERTIFYTHAT THEPOLICIESOF INS-URANCE,LISTED BELOW HAVE BEEN ISSUED TO THE;INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERN OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown ere as T tluested TYPE OF INSURANCE ADU POLICY EFF POLICY EXP INS0"kWVD POLICY NUMBER DDTEPY MSD LIMITS X COMMERCIAL GENERAL LIABILITY GL0937631820 EACH OCCURRENCE $2,000,000 CLAIMS-MADE ILJ OCCUR PREMISES EaoccurreS1,000,000 . nt MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $2,000,000 n GENLAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $10,000,00 o0 X POLICY [:]JPRO-ECT 0 LOC PRODUCTS-COMP/OP AGG Excluded c OTHER: n A BAP 9376314 20 10/01/2023 10/01/2024 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $3,000,000 (Ea @Wjdeptl X ANYAUTO BODILY INJURY(Per person) 0 OWNED SCHEDULED BODILY INJURY(Per accident) w4) AUTOS ONLY AUTOS PROPERTY DAMAGE V HIREDAUTOS NON-OWNED ONLY AUTOS ONLY Per accident) rt; - d C X UMBRELLALIAB X OCCUR UMB5201751 10/01/202310/01/2-62-4 EACH OCCURRENCE $2,500,000 V EXCESS LIAB CLAIMS-MADE Umbrella Liability SIR applies per policy terns & conditions AGGREGATE $2,000,000 DED I X RETENTION B WORKERS COMPENSATION AND iWC937931120 10/01/2023 16761/2021' X PER STATUTE I OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Yt. AOS E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBEREXCLUDED? N NIA WC937631220 10/01/2023 10/01/2024 ... (Mandatory In NH) MA,WI E.L.DISEASE-EA EMPLOYEE $1,000,000 Ifes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000•---- y DESCRIPTION OF OPERATIONS below - DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold AUTHORIZED REPRESENTATIVE T Po Box 962 Cutchogue NY 11935-1146 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ' Workers' CERTIFICATE OF YORK STATE Compensation Board NYS WORKERS COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 309-263-7474 MORTON BUILDINGS, INC 252 West Adams 200 1c.NYS Unemployment Insurance Employer Registration Number of PO BOX 399 Insured Morton, IL 61550 1d.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 37-0347310 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southhold 3b.Policy Number of Entity Listed in Box"1 a" 54375 Main Road WC 9376311-20 outhhold, NY 11971 3c.Policy effective period 10101/2023 to 10/01/2024 3d.The Proprietor,Partners or Executive Officers are M included.(Only check box if all partners/officers included)all ❑excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box 7'insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers''Compensation Law.('To use this,form,New York(NY)must be listed under Item 3A. on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2'. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the Insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers"compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Susan B. Kendziora (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 141e�co, (Signature) (Date) Title:Vice President-Underwriting Services Telephone Number of authorized representative or licensed agent of insurance carrier:800-382-2150 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov SS � o ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 These plans are copyrighted and are subject to copyright 60,-0" protection as an"architectural work"under Sec.102 of the 4_ __ - ___ ____ __ - - - ____._---_-_ -- _ _--_____ _- __ ---____-_ - -_ ______ + Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well 15'-0" 5'-0" 5'-0" 12'-6" 5'-0" 13'-0" 4'-6" j as the arrangement and composition of spaces and elements of - - ----- - ---+ - - - ---- - - - ------ -- . -- - - - • ---------- — - • --- - --- design Under such c protection,unauthorized use of these plans j work or home represented,can legally result In the cessation of A construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. A-4 I I � � NO. ISSUE DATE 01 ISSUED FOR PERMIT 11.17.23 V!'1 1N1 4".'1 tV1 1h'1 VV1 - O i L� c-1 i M i i I I I I i I i B A-4 Lu 0 I II � i GRED ARC E.NICy tiiT� A-4 �0 NQ �. 0 � ` 4 �vlfi� sq 04442" rF 0 F N 1E'1K' y I Q I IF I 103 wl �r'i 101 103 Zvi tvi 0 0 0 0 0 0 GALLANT RESIDENCE j 38015 ROUTE 25 ORIENT, NY 11957 7'-6" j 5-0 12-2 13'-4" 7'-0" 5'-0" 5'-0" SCTM# 1000 - 15- 2 - 15.7 � -- •----------- — a -• --- — +--------.-..___------ - --•--------- - - - • - � SCALE: 1/4" = 1'-0" DATE: 11.17.23 DRAWN BY: Z.E.N. 101 14'-0"x 8'-0"OVERHEAD GARAGE DOOR BUILDING PLAN 102 16'-O"x 8'-0"OVERHEAD GARAGE DOOR 203 3'-0"x 6'-8"EXTERIOR P.'AN DOOR 104 3'-0"x 6'-8" INTERIOR MAN DOORAN 0 5 25 50 vvs 4'-0"x 2'-0"AWNING WINDOW ROL Ift ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, T416 GA.C�E TRIM work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. N0. ISSUE DATE 01 ISSUED FOR PERMIT 11.17.23 HI-RIB STEEL SIDING T#21 CORNER TRI"." T-P167 EASE TRIP WEST ELEVATION SOUTH ELEVATION! VENT-A-RIDGE i I i ED ARC 12 sq 04442'' Oft" rF OF N ESN y i i 0 N 'I - -- 5"O.G.GUTTERS ---- HI-R'ICSTEELSIDING T 21 CORNER TIZIA,9 FEL-: GALLANT RESIDENCE 38015 ROUTE 25 ORIENT, NY 11957 TV-1G7 EASE TRIM, SCTM# 1000 - 15- 2 - 15.7 I SCALE: 1/4" = 1'-0" EAST ELEVATION �, N,'O°?TF,' ELEVATlOXIN DATE: 11.17.23 SCALE 14-1. SCAE DRAWN BY: Z.E.N. r BUILDING ELEVATIONS DESIGN AND EXPLANATORY NOTES 1.)TRUSSES ARE USED AS A DOUBLE MEMBER TRUSS ASSEMBLY WHERE NOTED ON THE TRUSS/BRACING PLAN ON SHEET S2. FASTEN TRUSSES TOGETHER FROM EACH SIDE WITH 0.131"DIA.x 2-3/4"R.S.GUN NAILS @ 8"O.C.STAGGERED ALONG TOP CHORD AND WEB MEMBERS,AND 24"O.C.ALONG LOWER CHORD. ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 TRUSS SPACING 71-611 0"C, PHONE: 631.513.6589 LIVE LOAD 20 PSF DEAD LOAD 4 PSF These plans are copyrighted and are subject to copyright CEILING LOAD 2 PSF protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection includes but is not limited to the overall form as well TOTAL LOAD 26 PSF as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. NO. ISSUE DATE 01 ISSUED FOR PERMIT 11.17.23 35'-9" 40' S.C. 2090-S 1 TRUSS SCALE:1/4"= l'-0" (SEE NOTE#1) 'GRED qRc OA NT Z s� 04442 9Tf N vv-- y0 OF HEADLOK.19'x6.0"FLATHEAD LAG SCREW (ICC-ES REPORT ESR-1078) 2x4 PURLIN 'TO I I J l0 I ADDITIONAL 2x6 NAILER GALLANT RESIDENCE R l� 4"STRUCTURAL SCREW 38015 ROUTE 25 THROUGH STRAP INTO TIE 60d R.S.NAIL ORIENT, NY 11957 V (3) 1 1/2" R.S.NAILS SCTM# 1000- 15-2 - 15.7 THROUGH STRAP � 0 2' LONG END BRACE STRAP 20 GA.GALVANIZED � � 20 GA.GALVANIZED BOTTOM CHORD o PURLIN CONNECTOR TOP CHORD o PURLIN CONNECTOR (4)2 1/4"R.W.NAILS OF TRUSS ' ' OF TRUSS SCALE: 11/2" = 1'-0" � � o DATE: 11.17.23 (1) #9X1"HWH SCREWS ON PEAK SIDE AND(2) (1) #9xl"HWH SCREW ON PEAK SIDE AND ON EAVE SIDE IN HOLES SHOWN. (2) #9x1" HWH SCREWS ON EAVE SIDE OF ADDITIONAL 2x4 TRUSS TIE DRAWN BY: Z.E.N. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL 2x4 BUTTED PURLIN DETAIL ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAILSCALE: 1/2"= 1'-0" SCALE: 1/7'= 1'-0" (PURLIN CONNECTED WITH 6"HEADLOK FLATHEAD LAG SCREW) TRUSS DETAILS SCALE: 1 1/2"= Y-0" 3` 36'-:7;28 NO1 SYP) 36'-2x8 (NO.1 SYP) BLY END RAFTER ASSEMBLY (2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME `\ 2x4 BEV. PURLIN I I TOE NAIL OVERHANG RAFTER I I I i i i ZEN DESIGN TO OVERHANG NAILER WITHNDRIVE I I1250 (1) 16d R.S. NAIL EACH SIDE I I CUTCHOGUE, NY 11935 (10) 4"STRUCTURAL SCREWS PHONE: 631.513.6589 (6) 4"STRUCTURAL SCREWS PER CONNECTION PER CONNECTION OVERHANG FRAME 36'-2x8 (NO.I SYP) 2 MEMBER END COLUMN EXTENSION OR 3 MEMBER FULL HEIGHT COLUMN 12" 2x6 OVERHANG NAILER END RAFTER ASSEMBLY UPRIGHT ASSEMBLY FASTENED TO END FASTENED TO END RAFTER ASSEMBLY AS RAFTER ASSEMBLY AS SHOWN AND TO SHOWN AND TO EACH INTERSECTING (7) 4"STRUCTURAL SCREWS EACH INTERSECTING WEB. FASTEN TO WEB. FASTEN TO HEADER AND FRAMING HEADER AND FRAMING MEMBER WITH (2) MEMBER WITH (2) 16d R.S. NAILS INTO MEMBER #I These plans are copyrighted and are subject to copyright 16d R.S. NAILS INTO EACH END COLUMN EACH COLUMN. MEMBER #2 protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known MEMBER #3 EXTENSION MEMBER OR UPRIGHT, as Architectural Works Copyright Protection Act of 1990.The n includes but ll " '1 �� asthearrange arrangement and icomposition of spaces and element s not limited to the overall form as sof 3-2x6 CORNER COLUMN 3 6 3 DETAIL B DETAIL C design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of SCALE: 1 1/7'= 1'-0" SCALE: 1 1/2"= 1'-0" construction or buildings being seized and/or monetary DETAIL A compensation to ZEN DESIGN LLC. SCALE: 1 1/2"= 1'-0" NAIL PATTERN PLAN VIEW NO. ISSUE DATE 01 ISSUED FOR PERMIT 11.17.23 3-2x6 LAMINATED COLUMN —\0 � � W/ ADD'L LAMINATE �g ��a3 ....... .... .. STEP 2: ATTACH MEMBER #3 WITH 20d GUN NAILS @ 6" O.C. AT TOP, BOTTOM, AND ® DOUBLE TRUSS IN CENTER OF BEAM. SET NAILS 2" FROM COLUMN SADDLE TOP AND BOTTOM OF BEAM. ' '• LAMINATED COLUMN STEP I .- ATTACH :ATTACH MEMBER #I TO MEMBER #2 WITH I Od R.S. GUN NAILS @ 12" O.C. AT TOP, SIMPSON A35 FRAMING TRUSS SADDLE ISOMETRIC BOTTOM, AND CENTER OF BEAM. SET NAILS CLIP 2" FROM TOP AND BOTTOM OF THE MEMBERS. , 6" 9'S<V'x1/4"BASE PLATE 3 1/2"x3 1/2'xl 1 GA.STEEL COLUMN 12" GROUT (4) 1/2'x10"ANCHOR BOLTS SET 6"CONCRETE FLOOR 3 1/2"ABOVE THE TOP OF PAD 2„ • .. ° v� a --- .. a . a 2x6 FACEBOARD e A a 4.0 44 ° M d. e e (3) 2x12 BEAM d. e ° G FOR HEADER BEARING '. GRADE .Q .a n d ° °•n C _ A. .II .n � I 2" �1�'ReD ARC, L0 4 TOP OF PAD � ��� E.NlCh,0/TF ° �} ° NAILINGFOR 3 2x1 2 BEAM HEADERS2, Ila . 11 a °il Z I. i� �i . a:•a a I l e a 'e v i l i4 #4 REBAR 14"LONG AT CORNERS n — �= a •�� _..���Q,T . TO SUPPORT PAD T o44a2'' � s �- # �0 A-. 4 REBAR @ 5 7/8"O.C. �T OF NE ° a. e' da v F \^I REBAR SCHEDULE: NOTES: 1.) #4 REBAR 5 7/8"O.C. BOTH DIRECTIONS. 24"SQ. -SET TOP OF PAD BELOW GRADE. (4) ROWS 20" LONG EACH DIRECTION. -GROUT TO BE PLACED UNDER 2.) REBAR TO BE HELD BACK 2"FROM SIDES 9"x9'x1/4"BASE PLATE.GROUT I I I , OF FOOTING. MUST BE TIGHTLY PACKED. i DOUBLE 36' 2090-Sl S.C. TRUSS - HOLD BOTTOM OF STEEL COLUMN CONCRETE FOOTING DETAIL 2'ABOVE TOP OF PAD. (ABOVE) SCALE: 1 1/7'= 1'-0" I I I 24" I I I I I GALLANT RESIDENCE Z 2x6 FACEBOARD 38015 ROUTE 25 0 W 3-2x12 HEADER ORIENT, NY 11957 (4) 1/2"x10" (NO. 1 SYP) 2x6 FULL HEIGHT ANCHOR BOLTS Z I I ( SCTM# 1000- 15- 2 - 15.7 LAMINATE CL 4" SCALE: 11/211 11-0II 24" --+ — 44" DATE: 11.17.23 O O --C DRAWN BY: Z.E.N. TOP VIEW 4 PERIMETER OF CONCRETE PAD SECTIONS & DETAILS PLAN DIMENSION J 3-2x6 LAMINATED COLUMN STEEL SUPPORT COLUMN ANCHOR BOLT LOCATION DETAIL SCALE: 1 1/2"= 1'-0" DECK HEADER COLUMN DETAIL # 1 SCALE: 1 1 /2" = 1 '-0" ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 3/4"T&G PLYWOOD ie 12" (2) 1/2'k5 1/7'M. BOLTS & These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the (4)4"STRUCTURAL SCREWS Copyright Act,17 U.S.O.as amended December 1990 and known FF MEMBER#1 as Architectural Works Copyright Protection Act of 1990.The �Ir • MEMBER #2 MEMBER#3 protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of 3" 6" 3" design.Under such protection,unauthorized use of these plans, 4-4 work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary NAIL PATTERN PLAN VIEW 0 2x4 STRIPPING@24"O.C. compensation to ZEN DESIGN LLC. ° STEP l: 36'2090-Sl S.C.TRUSS NO. ISSUE DATE ATTACH MEMBER #I TO MEMBER #2 WITH ° 1 Od R.S.GUN NAILS @ 12"O.C.AT TOP 01 ISSUED FOR PERMIT 11.17.23 AND BOTTOM OF BEAM.SET NAILS 2" FROM TOP AND BOTTOM OF THE MEMBERS. 2x4 TOP BLOCK &T#1 1 STEP 2: T#11 HI-RIB CAP ATTACH MEMBER. #3 WITH 20d GUN 12 NAILS @ 6"O.C.AT TOP AND BOTTOM FLAT STEEL (18"TALL) OF BEAM.SET NAILS 2" FROM TOP AND BOTTOM OF BEAM. (2) 2x10 HEADERS • (NO.] SYP) 6 T#15 • T#1 I HI-RIB CAP 3-2x6 STUB COLUMN INTERIOR HI-RIB STEEL 12 • 1 114",x4 1/2"xl5"STEEL PLATE (RECESSED) 24" WELDED TO STEEL SUPPORT COLUMN; • FASTENED TO HEADER BEAM W/(3) 5/16"x3"LAGS HEADER FASTENING SCHEDULE 2x10 HEADER T#1 1 HI-RIB CAP HEADER STUB JAMB (NO.I SYP) MEMBER COLUMN COLUMN Z[3) 2x1 HEADER BEAM 2x6 BLOCK 2x6 BLOCK EA.2x10 6 6 T#124 T#156 STEEL SUPPORT COLUMN T#129 O.H.D. 2x2 BLOCK ALUMASEAL NOTES: T#151 I 1.NUMBERS ABOVE ARE 4"STRUCTURAL T#154 T#152 SCREWS REQUIRED PER CONNECTION. T#105 10'-3" 2.PRE-DRILL HEADERS AS REQUIRED 20 JAMB (BEYOND; TO PREVENT SPLITTING. BOTTOM 2'TREATED) GRADE TO BOTTOM 3.IF NUMBER OF SCREWS REQUIRED FOR 6„ 2x4 NON-TREATED BASEBOARD LOFT HEADER BEAM � STEEL SUPPORT COLUMN 3-2x6x6 TRA COLUMN BLOCK((BEYOND) OF 2x6 BLOCK HEADER S XCESSIIVJAMB VE O CAUSE PNICIOGNECTION 1 1/2'kl"BLOCK 2X6 TRACK BLOCK (BEYOND; THE EXCESS SCREWS MAY BE INSTALLED BOTTOM 2'TREATED) IN HEADER SUPPORT BLOCKING. OHD HEADER SECTION D SCALE: I"= V-0" NOTES: �ER�D ARC 2x4 PURLINS @ 23"O.C. !�� hY' F 1.) SPACE SMARTPANEL PANELS 1/8"FASTEN WITH (�` .4 E N/C �� (NO.2 SPF) 2x10 JOISTS @ 16"O.C. (8d NAILS) AT ALL EDGES &STAGGER JOINTS. Q V�- �0 (NO. 1 SYP) 2.) NAILS ARE 1 3/4" R.S. COIL NAILS NQ . 2x4 PURLINS @ 23"O.C. �e OVERHANG FRAME (NO.2SPF) 3/4" T&G PLYWOOD FASTENING s�TF 4'115 5 -oo SCALE: 1"= 1'-0" ° ° O 2x10 BRIDGING (OFFSET BETWEEN ° JOIST LOCATED @ STANDARD COLUMN LOCATION) 2x4 FLAT BLOCK - 2x4 FLAT BLOCK ° GALLANT RESIDENCE 2x4 RAFTER @ STANDARD TRUSS LOCATION 38015 ROUTE 25 FASTENED TO COLUMN W/ (4) 4"STRUCTURAL scREws ORIENT, NY 11957 SADDLE BLOCK TRIMMED (2) 1/2"x 7 1/2"M. BOLTS & SCTM# 1000- 15-2 - 15.7 3-2x6 LAMINATED COLUMN (4) 60d R.S.NAILS 3-2x6 LAMINATED COLUMN W/ADD'L LAMINATE SCALE: 1" = 1'-0" SIDEWALL SECTION F SIDEWALL SECTION G DATE: 11.17.23 SCALE: 1"= 1'-0" SCALE: I"= V-0" DRAWN BY: Z.E.N. SECTIONS & DETAILS ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE, NY 11935 PHONE: 631.513.6589 FLUOROFLEXTM 1000 HI-RIB STEEL These plans are copyrighted and are subject to copyright U 2x4 PURLINS protection as an"architectural work"under Sec.102 of the O T#16 GABLE TRIM (4) 0.135"x 2 114"R.W. NAILS OR 16d R.S. NAILS Copyright Act,17 U.S.O.as amended December 1990 and known N as Architectural Works Copyright Protection Act of 1990.The 2x6 FASCIA protection includes but is not limited to the overall form as well as the C� Z design.Under such protection,compositionment and unauthorized ed use opaces fth se planselements , T#194 TRIM (1) 4"STRUCTURAL SCREW THROUGH STRAP work or home represented,can legally result in the cessation of M i & INTO BRACE construction or buildings being seized and/or monetary FLUOROFLEXT 1000 HI-RIB ST c'S SOFFIT i 2' END BRACE STRAP W/PRE-PUNCHED compensation to ZEN DESIGN LLC. INSULATION STOP/ (NO.2 SPF) HI-RIB/SOFFIT CAP TRIM // %i HOLES (BEND TO FIT) FASTENED W/ DESIGN AND EX P LA N ATO RY NOTES c3) 0.140 x 1 1/2"R.S.NAILS AIR DEFLECTOR 36'-2x8 (NO. SYP) i i i 2x6 DIAGONAL BRACING FASTENED NO. ISSUE DATE 2x4 BEV. PURLIN END RAFTER ASSEMBLY � 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL i TO COLUMN W/(4) 16d R.S. NAILS FILLER STRIP CONDITIONS MAY REQUIRE MODIFICATIONS. 2-2x6 E.C.E. 2x4 TRUSS TIE 36'2090-Sl S.C.TRUSS 01 ISSUED FOR PERMIT 11.17.23 2x6 BEV. FASCIA o 2.CONCRETE FLOOR NOTES: .... 5"O.G.GUTTERS ---'"� _ — ——— ——— — — —— ———— —— — a. 4000 PSI T#144 & 146 FASCIA TRIM 36'2090-Sl S.C.TRUSS b.SLOPE GRADE AWAY FROM BUILDING @ 1"PER FOOT FOR A MINIMUM SOFFIT m DISTANCE OF 10' PLUS OVERHANG WIDTH. 2x6 NAILER HI-RIB/SOFFIT CAP c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A 9" (R-30) BLANKET INSULATION COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. 2x6 OVERHANG NAILER \� ACOUSTICAL HI-RIB STEEL m TRUSS IN COLUMN d.CONTRACTION JOINTS UNIFORMLY SPACED 18'0.C.OR LESS. 2x4 TOP BLOCK W/ W/ BLACK VAPOR BARRIER SADDLE e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE T#11 &T#136 (2) 1/2"x5 1/2"M.BOLTS & 2x4 TOP BLOCK&T#11 LAMINATED COLUMN PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 25 PSI. (4)4"STRUCTURAL SCREWS INTERIOR HI-RIB STEEL INTERIOR HI-RIB STEEL 16"DEEP UNFACED FIBERGLASS 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF INSULATION UTILIZED AS FIRE BLOCK TRUSS SADDLE ISOMETRIC LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF 6" (R-19) BLANKET INSULATION W/ LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP 4 MIL VAPOR RETARDER 2x4 STRIPPING AND PROCEED WITH CONCRETE FOOTING PLACEMENT. FLUOROFLEXTM 1000 HI-RIB STEEL 3-2x6 LAMINATED COLUMN 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING WATER.1F MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 2x4 STRIPPING @ 24"O.C.TO 8'-0" CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION T#167 TRANSITION TRIM INSTRUCTIONS. 3/4'x4'x8'T&G PLYWOOD -4 10' " GRADE,4 HEEL (3 ) ROWS 2x4 NAILERS (2100 MSR SPF) FASTENED W/ (3) 16d R.S. NAILS AT INTERMEDIATE LOCATIONS & (4) 16d R.S. NAILS AT SPLICE LOCATIONS,2 EACH SIDE 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T#167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR SPF) FASTENED W/ (3) 16D R.S. NAILS AT INTERMEDIATE 8'-4 1/4" LOCATIONS & (4) 16D R.S. NAILS AT SPLICE GRADE TO LOCATIONS, 2 EACH SIDE BOTTOM OF 2x4 FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16"OSB PROTECTIVE LINER �S��R�D gRcyi T#167 BASE TRIM ��, ��.1 E.N/cyo (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD E2" V �s .� YELLOW ZINC SCREWS PRECAST CONCRETE COLUMN N� z 2x4 NON-TREATED BASEBOAR 1 1/2"xl"BOCK&T#109 BASED SEDTRIM COLUMN INSTALLATION 6"CONCRETE FLOOR �crcac� 4'WIDE R-10 PERIMETER INSULATION 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE `rte WITH BASE PLATE C)4447." 0 q 6 MIL BLACK VAPOR BARRIER COLUMN W/ADJUSTMENT ROD& TF OF NON � 8" , , ..., .;•. ::,..• =•i;,'.". BASE PLATE IN THE AUGERED 8, ..• • . . *',r UNDISTURBED SOIL HOLE. �— FINISH GRADE ,�o.;...., '.tip+,..:.,• -•w[�•;^'i,":.r 1:i�t .,».,'•e ^.�y �.z:::�;. �:.�::�.�:s:::;.;�:^:{ ;� . `°� ":.�'•� •� � FINISH GRADE �? 18"MINIMUM COMPACTED RCA SUB-BASE 2. PLUMB PRECAST CONCRETE .� COLUMN IN BOTH DIRECTIONS 2x6 TREATED BOTTOM PLATE 360M &370M BRACKETS FASTENED TO MFS 3.ADJUST HEIGHT UP OR DOWN W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH t`' �; : WITH ADJUSTMENT HEX ROD 4'-0" (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M& a a370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS 4. POUR READI-MIX CONCRETE INTO a ' MFS PRE-CAST CONCRETE COLUMN ` THE HOLE AS SPECIFIED. .A 21"THICK CONCRETE PAD(2500 PSI MINIMUM). BACKFI LL AND . $ 20"BELOW BOTTOM OF PRECAST CONCRETE COLUMN LOWER COLUMN 5 ANNULARSPACE D ROUND THE ,' �Q 20" BELOW BOTTOM OF RECAST CONCRETE COLUMN 21"THICK CONCRETE PAD PSI MINIMUM). GALLANT RESIDENCE AROUND EXPOSED REBAR CAGE AND 3/4'x14" COLUMN TO GRADE WITH SOIL AROUND EXPOSED REBAR CAGE AND 3/4"x14" 38015 ROUTE 25 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" ISOMETRIC AUGERED FROM THE SITE. 18"� THREADED ROD WITH AN ADDITIONAL MINIMUM V ORIENT, NY 11957 ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF PLACE CONCRETE BELOW AND ABOVE BOTTOM OF SCTM# 1000- 15-2 - 15.7 LOWER COLUMN IN ONE OPERATION. LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTION A ENDWALL SECTION B SCALE: 1/2" = 1l-011 SCALE: 1/2"= 1'4' SCALE: 1/2"= 1'-0" DATE: 11.17.23 DRAWN BY: Z.E.N. SECTIONS & DETAILS