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Home My WebLink About50015-Z of touryo�o Town of Southold * * P.O. Box 1179 io 53095 Main Rd oou►nr. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46499 Date: 09/16/2025 THIS CERTIFIES that the building AS BUILT ACCESSORY STRUCTURE Location of Property: 4997 Equestrian Ave Fishers Island.NY 06390 Sec/Block/Lot: 9.-9-3.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/04/2022 Pursuant to which Building Permit No. 50015 and dated: 09/16/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" accessory gazebo as applied for per ZBA#7259, dated 10/5/2023 The certificate is issued to: Alexander Wilmerding Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50015 08/05/2025 PLUMBERS CERTIFICATION: AA6 J wri ism W Ziff utho iz Si afore �o�soFFo TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy . SOUTHOLD, NY col � Sao.s 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#: 50015 Date: 11/9/2023 Permission is hereby granted to: Wilmerding, Alexander 33 Tai Tam Rd Apt 15E Stanley, To: Legalize an accessory gazebo/folly to an existing single-family dwelling as applied for per Trustees, DEC (non jursidiction) and ZBA approvals. At premises located at: Reservoir Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 9.-9-3.1 r Pursuant to application dated 9/4/2022 and approved by the Building Inspector. To expire on 6/10/2026. Fees: AS BUILT-ACCESSORY $468.00 CO-ACCESSORY BUILDING $100.00 Total: $568.00 Building Inspector *pE SOUT�oI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 OUM(N,Oc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alexander Wilmerding Address: 4997 Equestrian Ave City: Fishers Island St: NY Zip: 06390 Building Permit#: 50015 Section: 9 Block: 9 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: BD Electric License No: 64662ME SITE DETAILS Office Use Only Indoor F-0 Basement F Service r Solar Outdoor 170 1st Floor (✓ Pool r Spa F Renovation F 2nd Floor I— Hot Tub r Generator (— Survey r Attic r Garage Battery Storage r INVENTORY Service 1 ph (— Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan Service 3 ph F Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main.Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Other Equipment: Notes: Acc. Gazebo w/ Storage Space Below Inspector Signature: X - Date: August 5, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 4997EquestrianGazebo hoy��F SOUI,�O�o # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ot. k [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I 14 � C/ (0 -1�� J ��' Aj �� ..�►� � � col Q� o� QQ k ftl n On 042y DATE 0 0 INSPECTOR &L;/L,040/ OF 50UTy� * # TUWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: adcz :v o h nv PV DATE INSPECTOR A,R&T Architects, Inc. 262 Washington Street,2"d floor Boston MA 02108 (617) 451-5740 15 January 2024 Michael Verity Building Department Town Hall Annex Building (� t2 n� 54375 Route 25 p E �-,C V P.O. Box 1179 Southold NY 11971 AUG 2 2 2025 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Building Department Fishers Island NY Town of Southold Suffolk Co. Tax Map #1000-009-9-3. 1 Building Permit #50015 j Gentlemen: ! This is to let you know that the construction of the gazebo appeared to be consistent with the plan & details drawn by us and GNCB Structural Engineers, and is, to the best of my knowledge, in accordance with applicable New York State codes. Enclosed are the following supporting documents: • Photographs of pre-existing foundation and new superstructure during construction between August and October of 2020 • Updated construction drawings �e`�,�t�tAjre,►, Very truly yours, C . `'. 9f Jacob D. Albert A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration X 1 . A f • t v s 0AM., EC E9WE A U G 2 2 2025 Buliding Department Town of Southold 21 sr x = 'Y far f� y a � - y x y .tea t �..►"1��++�-.;.�eL•4',G � �1. ..'�%.✓Kjl. �Z„ V 17 lir Z Inv i r .. ��. �� L �: :. 'Y �R.1� `� K:.. a• Nam,�^�•�"�. N i iw,ti`.�.Y �1 ��4,.' " �4 ;,� . �.�,,..,... C!�' r 4 � � .,_. �� .:v ,, �; � �: � -�, � _ �. ti.r:- �..' �� ~ "v +Yy�. 1. T L ��'- {•, ..� �. F P f sl 4ZWt -"` f Ilk Eiie -new roof & posts above �y 1-; �.f.' _- may✓ ��.- J n A K e Q" F •" , �,`, :, it w.:rc .'f� �_'U-11 40 0,i..frx, w �! � A �.�� `.;Z ,r ifs •- .. �� a s• y „G i to i., .'��..- � r;! "ta:z��41. 'tiw� b%4 �•'y c - � :,�.s`.r F`.�w,j�C N`"� t r w'..s� e Or a F,� �;�,, ••icy;'..�,-'�. e? Y 4 w .fir ' ' • � •y ._,y ,ty jµ r - ..—` it .� .. A—C _:ccc _t • ' 1i� Y0. is y9� ,r , Connection at corner p r�I frr I. 14; � Conn is to header eams i i10 I � :Y d :Y � i „M.r�s. �.. K �tiSeS`- _; ., �.,.. ` � � 'tom>'�' �:Vie.. �a i� �� li ��s r r _��• � ��I � � 4. \� N I M `'- v�- r � I �� {.`C�� '� 'via ��ai'� � _MEP � _��9y ��.�.'!'� � c ,-.. 9 -7.r �� ''� ..�3 a� .:y .��' 5::1�', /�//j/ �� +� • y�,., �.y yt��. � r ' � t a�;, =a >�. `�% ��,�, �` r�� ^� �. � � � � � �, % _ �� .� �j-- � .� � _ / , , �� _ � r' MELD INSPECTION REPORT DATE COMMENTS cn d � O FOUNDATION (IST) y ------------------------------------ C FOUNDATION (2ND cn �o Ca � ROUGH FRAMING& PLUMBING y '� 1 w 2-1 Zs- t-1 INSULATION PER N.Y. STATE ENERGY CODE cp rr FINAL hone,- c7tpa- / 4cKjj ADDITIONAL COMMENTS l a3 Pei. • bec a �3 t Z J m oll I b cy � o z x d b H o�guFFo�,t�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town,Hall Annex 54375 Main Road P. O.'Box 1179 Southold,NY 11971-0959 X. 'Telephone(631)"765-1802 Fax'(631) 765-9502 httys://www.southoldt*ownny;goV Date Received APPLICATION FOR BUILDING 'PERMIT For Office Use Only PERMIT NO. JIJD 5 Building Inspector: SEP 0 :?n.?? I-J 172 �y Applications and forms must be filled out in their entirety.'Incomplete BUILDING DE " applications will not be accepted. Where the Applicant is not the'owner,an TOWN OFSOli f�nt�1J Owner's Authorization form(Page 2)shall be completed. Date:9/1/2022 OWNER(S)OF PROPERTY: Name:Alex and Ginny.Wilmerding' SCTM#1000-9_9_3.1 Project Address:4997 Equestrian ave Fishers Island' NY 06390 Phone#'t8�(j- _ Email: rrUSa.COm ' Mailing Address:PO BOX 447 The Gloaming Fishers ,Island NY 06390 CONTACT PERSON: . Nam eWN_l_ Mailingaddress:PO Box 447 The Gloaming. Fishers Island NY 06390 Phone#: _ — I,, Email: Mark bdrrusa:com DESIGN PROFESSIONAL INFORMATION: Name:AR&T Architects Mailing Address:33 Union Street 4th FJoor Boston Ma 02108 . Phone#:6.17-451-5740 Email ARTarchitects.com CONTRACTOR INFORMATION: Name:BD Remodeling --"- Mailing Address:PO Box 447 The Gloaming Fishers Island NY 06390 . Phone#(:$ -95 7 Email sa-cOrYI DESCRIPTION OF PROPOSED CONSTRUCTION '. ❑New Structure ❑Addition ❑Alteration BRepair ❑Demolition Estimated Cost of Project: ❑Otherrebuild folly on existing foundation . $175,000 Will the lot be re-graded? .❑Yes'®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property ysl_h1 LO�fa1lLl�y�_ �_ Intended use of property:screen. porch. Zone.or use district in which premises is situated: Are there any covenants and.restrictions with respect to this property?.Dyes ®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'constructloniof 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): rk Richards_ BAuthorized Agent E]:Owner Signature of Applicant: _Date: 9/1/2022 'y ; STATE OF NEW YORK) COUNTY OF SGL�toIK . ) Mark Richards' . being duly sworn,deposes and says that.(s)he' is the applicant .(Name of individual signing contract)above named, (S)he is the Contractor/agent (Contractor,Agent,Corporate Officer,.etc.) of said owner orowners,-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 v I day of -See ehi b2s• ;20�� _. . =� �' .• Qualified in Suffolk County Notary Public State of New Yorit t No.01DR6350464 o tlQ•; a ` Ca- PROPERTY.OWNER.AUTHORIZA�'OW-14,11 oveinberO7,zoz4 n n *" (Where the applicant is not the owner) •. lots I., ,, Alex Wilco rding residing at 4997 Equestrian ave Fishers Island do hereby authorize Mark Richards to apply on my behal the Town of Southold Building Department for approval as described herein. . 9/1/2022 Owner's Si Date Alex Wilmerding Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 8, 2018 TO: Jacob Albert(Wilmerding) 262 Washington Street Boston, MA 02108-4632 Please take notice that your application dated July 31, 2018: For permit to construct accessory gazebo at: Location of property: Reservoir Road, Fishers Island,NY County Tax Map No. 1000—Section 9 Block 9 Lot 3_1 Is returned herewith and disapproved on the following grounds: The proposed accessory, on this conforming 135,907.2 sq. ft. lot in the R-80 District is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots over 80,000 square feet in size require a minimum side yard and rear yard setbacks of 25 feet and a maximum height of 22 feet. The proposed gazebo will have a side yard setback of±8.5 feet and a rear yard setback of±21.5 feet. The proposed height is 24'4". Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 8,2018 RENEWED: October 9,2018 AMENDED: October 9,2018 TO: Jacob Albert (Wilmerding) 262 Washington Street Boston, MA 02108-4632 Please take notice that your application dated July 31, 2018: For permit to construct an accessorygazebo at: Location of property: Reservoir Road, Fishers Island,NY County Tax Map No. 1000 - Section 9 Block 9 Lot 3.1 Is returned herewith and disapproved on the following grounds: The proposed accessory, on this conforming 135,907.2 sq. ft. lot in the Residential R-80 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots over 80,00 sq. ft. in size require a minimum side yard and rear yard setbacks of 25 feet. The proposed gazebo will have a side yard setback of±8.5 feet and a rear yard setback of ±21.5 feet. This notice ha been amended to reflect the revised plans received on October 9, 2018. ,t Authorized Sign ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. J�. BOARD MEMBERS Southold Town Hall So 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson UjyO Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, , . Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento COMM Southold,NY 11971 p � [ OL http://southoldtownny.gov RECEIVED 0D - 1 2019 ZONING BOARD OF APPEALS 9 Ii g'tk& :qo Am M AY TOWN OF SOUTHOLD ev M AY 1 2019 Tel.(631)765-1809•Fax(631)765-9064 ' TOWN OF SO , U GA D" Sou old Town Clerk FINDINGS, DELIBERATIONS AND DETERMINA MEETING OF APRIL 25, 2019 ZBA FILE: #7259 NAME OF APPLICANT: Alexander Wilmerding PROPERTY LOCATION: Reservoir Road, (Adj.to Hay Harbor)Fishers Island, SCTM#1000-9-9-3.1 SE RA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 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 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated November 26, 2018 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 April 8, 2019. Based upon the information provided on the LWRP Consistency Assessment Form as well as records available, it is recommended that the proposed action is INCONSISTENT with the LWRP for the following reasons: A) The proposed action is located within the Coastal Erosion Hazard area and is subject to Chapter 111, Coastal Erosion Hazard Area of Southold Town Code; B) Pursuant to Policy 4, slopes located on the property, labeled as a "Bank", are equal to or greater than 20 percent, and further, site elevations on the submitted plans indicate that a bluff occurs on property pursuant to Chapter 275 Wetland and Shorelines of the Southold Town Code. The Southold Board of Trustees should be consulted to verify the feature. The accessory gazebo is proposed to be located within the FEMA Flood Zone AE,Elevation 11; C) The LWRP supports relocating non-water dependent structures outside of vulnerable areas (potential from erosion due to storm events) and as far from the natural feature as possible. The proposed accessory gazebo does not require a location on the coast and its use is not water dependent. Furthermore, the accessory gazebo could be re-located landward of the top of the bluff and outside the Coastal Erosion Hazard,Area. To mitigate the aforementioned concerns, by installing a gazebo on top of the foundation, built over 100 years ago and once used to support a power plant, the structure would be better utilized. Removing the foundation would Page 2,April 25,2019 #7259 Wilmerding SCTM No. 1000-9-9-3.1 cause adverse impacts during ground disturbance, and allowing the foundation to remain open would risk public safety. Based upon these factors and the conditions imposed herein,the Board of Appeals has determined that the proposed action is CONSISTENT with the LWRP PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 135,907 square foot(3.12 acre) waterfront parcel located in a Residential R-80 Zoning District. The northerly line measures 336.76 feet the easterly property measures 355.75 feet and is adjacent to Hay Harbor and a small 8.21foot piece of the property that extends out southwest and the westerly property measures 109.53 feet as shown on the survey map and site plan prepared by Richard H. Strouse, PE.LS of CME Associates Engineering,Land Surveying, &Architecture, PLLC, last revised October 29, 2018 The property is improved with a single-family dwelling that has had Town approved renovations and alterations. There is an old pump house foundation on the southeast corner of the property that the applicant wishes to renovate and build a gazebo on top of. The property does contain wetlands and is located within a Coastal Erosion Hazard Area as described in the LWRP Coordinator's response. BASIS OF APPLICATION: Request for a Variance from Article I1I, Section 280-15 and the Building Inspector's October 9, 2018, Amended October 29, 2018 Notice of Disapproval based on an application for a permit to construct an accessory gazebo, a; 1) less than the code required minimum side yard setback of 25 feet; 2) less than the code required minimum rear yard setback of 25 feet; at: Reservoir Road, (Adj. to Hay Harbor) Fishers Island, NY. SCTM#1000-9-9-3.1. RELIEF REQUESTED: The applicant requests a variance to construct an accessory gazebo over an existing foundation. The proposed accessory, on this 135,907square foot lot in the Residential. R-80 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots over 80,000 square feet in size require a minimum side yard and rear yard setback of 25 feet. The proposed gazebo will have a side yard setback of 8.5 feet and a rear yard setback of 21.5 feet. The applicant also wishes to build a 3 foot by 9-foot walkway to the gazebo. The new construction outside of the existing foundation's 144 square foot footprint will involve a 27 square foot walkway to the gazebo, a 20 square foot cantilevered projection and 145 square feet of roof overhang which will only increase the lot coverage by 3%. ADDITIONAL INFORMATION: In a letter dated June 25, 1993, the Southold Town Board of Trustees granted a waiver to construct a covered roof deck on top of an existing small pump house, and on June 15, 1993, the New York State Department of Environmental Conservation issued a non jurisdiction letter to the applicant to construct a roof top deck on top of an existing pump house. The applicant will apply for the necessary permits from the New York State Department of Environmental Conservation and the Southold Town Board of Trustees. The only other neighbor who could be impacted by this project has submitted a letter of support to this Board. The applicant will adhere to the height requirement for an accessory structure and satisfy 86% of the rear yard setback requirement. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 11,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed gazebo will be built on the existing brick foundation of an old pump station. The as built foundation has been at that location for at least 100 years and is in disrepair. Its prior use has been abandoned for many years. The addition of the gazebo on top of the foundation will enhance the historic character of the property and the neighborhood. Enclosing the open foundation will eliminate a safety hazard. Gazebos are a common accessory structure in residential zone districts. Page 3,April 25,2019 #7259 Wilmerding SCTM No. 1000-9-9-3.1 2. Town Law §267-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 foundation has been in place for more than sixty years and any attempt to remove it may risk critical land disturbance. Moving the- foundation to meet setback requirements is not a realistic option, not only due to the cost of doing so, but also due to environmental considerations. The gazebo will be built in a remote location and there will be no increase in noise or traffic. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial at 66% relief from the code relative to the rear yard setback and at 14% relief relative to the side yard setback. However, the proposed gazebo will be built on top of an existing foundation and will maintain the pre-existing non-conforming setbacks and repurpose an old historic structure 4. 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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Since the abandoned foundation was originally used as an old pump house, the foundation was designed to allow for the flow of water through it to prevent the threat of flooding. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at.the time of purchase. 6. Town Law §267-b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a gazebo 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 Acampora, seconded by Member Lehnert, and duly carried,to GRANT the variance as applied for, and shown on the site plan prepared by Richard H. Strouse, PE, LS of CME Associates Engineering, Surveying&Architecture, PLLC last revised October 29, 2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall obtain the proper permits from the New York State Department of Environmental Conservation and the Southold Town Board of Trustees. 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. Y Page 4,April 25,2019 �47259 Wilmerding SCTM No. 1000-9-9-3.1 If the Building Department determines that the construction of additions and alterations, as described in this determination, exceed the scope of the approvals granted herein, or a demolition has occurred, the Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XX , Section 280-141 of the Town Code. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Planamento, Acampora and Lehnert. (4-0) (Member Dantes was absent) Leslie Kanes Weisman, Chairperson Approved for filing / �b/ /20 f 9 1 i BOARD MEMBERS QF so Southold Town Hall Leslie Kanes Weisman, Chairperson �� T�® 53095 Main Road• P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantesc Office Location: Robert Lehnert,Jr. Town Annex/First Floor ®Nicholas Planamento 54375 Main Road(at Youngs Avenue) ® � C®U � Southold,NY 11971 http://southoldtownny.gov ZONINGTOWN OF OUTHOLD APPEALS fD Z QLg r -;iGVP \ Tel. (631) 765 1809 ' �1 3 DUU � UT 1 6 2023 EXTENSION DETERMINATION Regular Meeting of October 5, 2023 RTUTTEXTNG DEPT. TOWN (11T SIDLTT f''1'3 ZBA FILE: #7259 NAME OF APPLICANT: Alexander Wilmerding PROPERTY LOCATION: Reservoir Road, (Adj. to Hay Harbor) Fishers Island,NY. SCTM#1000-9-9-3.1 BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15 and the Building Inspector's October 9, 2018, Amended October 29, 2018 Notice of Disapproval based on an application for a permit to construct an accessory gazebo, a; 1) less than the code required minimum side yard setback of 25 feet; 2) less than the code required minimum rear yard setback of 25 feet; at: Reservoir Road, (Adj. to Hay Harbor) Fishers Island, NY. SCTM#1000-9-9-3.1. DATE OF PUBLIC HEARING: April 11, 2019 This request for a variance was originally Granted on April 25, 2019. Jacob Albert, Architect, on behalf of his client, requested an extension of the Variance Relief to construct an accessory gazebo, explaining that before a Certificate of Occupancy can be granted, the Zoning Variance will need to be extended. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman(Chairperson), seconded by Member Acampora, and duly carried, to GRANT,the applicant's request that the above cited determination be extended beginning this date, October 5, 2023, and to expire on April 25, 2024 per Chapter 280-146 of the Code of the Town of Southold. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall obtain the proper permits from the New York State Department of Environmental Conservation and the Southold Town Board of Trustees. Vote o the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing lU / 6 /2023 Glenn Goldsmith,President �'QF SDUry Town Hall Annex A.Nicholas Krupski,Vice President ,`O� Ol0 54375 Route 25 4 - P.O.Box 1179 Eric Sepenoski 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 October 20, 2023 Jacob Albert. A R &T Architects, Inc. 33 Union Street, 4t' Floor Boston, MA 02108 RE: ALEXANDER WILMERDING 4997 EQUESTRIAN AVENUE, FISHERS ISLAND SCTM#: 1000-9-9-3.1 Dear Mr. Albert: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October_1 8, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9520 & Coastal Erosion Permit#9520C for an as-built 218sq.ft. roofed over deck/gazebo area with removable screens in lieu of the previously permitted 226sq.ft.,roofed over deck/gazebo; with access steps (4'6"x9') in lieu of the previously permitted 27sq.ft. access ramp, and as depicted on the site plan prepared by A R &T Architects received on October 2, 2023, and stamped approved on October 18, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, -�*— 4&W-4--k Glenn Goldsmith President, Board of Trustees GG/dd j III ♦♦ WOREII ♦♦♦♦ is ��I■� �■I'� I/ NO--- .j j j1 1 1 11�1 1 1 1 1 1/V 1 1%I I I/ / 1 1 •I:1 • I /:� 1 I-I:I�I / /I:/:• 111:1:I I / I:/:I /I • I:I:I:/��% . , 1 1 Glenn Goldsmith,President Q� Town Hall Annex Q 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Se oski Southold,New York 11971 � lo. Telephone(631) 765-1892 lizabet P s G', Q `CO y Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2285 C Date: August 26,2025 THIS CERTIFIES that the:construction of a 21.8sq fL roofed over'deck/gazebo area with 4'6.x 9'access steps on top of existing 12 1'x12 3'(148 83sq-ft)'brick foundation"pump house",restoration, and/or replacement of stucco walls on the "pump house".and replacement of windows, At 4997 Equestrian Avenue,Fishers,Island Suffolk County Tax Map#1000-9-9-3.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 9,2019 pursuant to which Trustees Wetland Permit#9520 Dated August 14,2019,was issued and Amended,October. IS,2623 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the constructioWof a2.18sq.ft.roofed over deck/ggebo area with 4'0 x 9'access,steps on top,of existing 12 1'x12:3`Q4&83sq.ft)brick foundation ,pump house"•restoration and/or replacement-of stucco walls orrthe"pump house" and replacement of windows. The certificate is issued to ALEXANDER WILMERDING.owner of the aforesaid property. Authorized Signature New York .State Department 'of Envitbnmental Conservation; 16) Builoin • S rook, New:York 11T90-2356 ; Th.mas.Q JoiUng; . Harold Wilmerding Commissioner 58.Roxiticits Road Date: June 15; 1993, Mendham: NJ. 07945 Re: 17.4738=00822/00001=0 Private Road Hay.Harbor. Island. SCTM 1000=9-9=3:1. Dear Mr Wilmerding., . Based .on..the. information. :you; have' .submitted;. .the New• ,York:. State. Department of Environmental Conservation has .d ' eri'iried.that:. your proposal to construct a. roof ,top. deck on top.of an existing „ " . -pump house iii accordance: with'.plans by.:Richard.'H Strouse :of Chandler,. .. Palmer. & .King Dated.April.8,, :1993., .is'not. within. NYSDEC _Tidal Wetlands Jurisdiction .because- the: structure_is. located above the 10 foot' contour- ' on a,natural,-:gradual, slope . Therefore- in accordance:-with the. current Tidal: Wetlands Land. :Use. , Regulations (6NYCRR Part 661.)� no--"ermit is required',under' the Tidal Perm Please be advised; . however, .that no. construction; sediinentat:ion, or. disturbance of any.kind may-take p:lace..seaward of the., tidal wetlands j.urisdi:Ctional' boundary; , aS inCd cated :aboVt3:;. without a permit. '. zt Is your. responsibility' to ensure that'..AlL. necessary .precautions are taken to prevent any. se di' tation or other alteration or disturbance:to the,ground. .surface or-vegetation within- .Tidal .wetlands ' Jurisdiction 'which may :.result. from :your, project. Such precautions -may include 'maintaining.-adequate• :work -- area;. between the. tidal wetl.arid. jurisdictional .boundary and .your: Project_ :(i.:e. .a 15f to 2Or :wide ''construction area) .or. erecting a ' temporary fence, barrier; or -hay bale berm. Please be further .advised that this. letter does:. not relieve:you of.. the responsibility' of -obtaining any :necessary permits or Approvals from other agencies: . Ve truly yours obert A e send to c James V Righter Arch. .'Re ional Permit Administrator cc: pinnedonrecycIedoaom TRUSTEES ��SSEFU(�`, SUPERVISOR John M. Bredemeyer, III, President �y� �liy SCOTT L.HARRIS Albert J. Krupski, Jr., Vice President o y Henry P. Smith = Town Hall John B. Tuthill O 53095 Main Road William G. Albertson 'j4j�1 �►�O� P.O. Box 1179 Telephone (516) 765-1892 Southold, New York 11971 Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 25, 1993 James Volney Righter Arch. 58 Winter St. Boston, MA. 02108 RE: Harold Wilmerding SCTM #1000-9-9-3.1 Dear Mr. Righter: The following .action was taken by the Southold Town Board of Trustees on Thursday, June 24, ,1993: RESOLVED that the Southold Town Board of Trustees grants a waiver to construct a covered roof deck on top of existing small pump house as per plan. If you have any questions, please do not hesitate to contact this office. V ry truly yours, John M. Bredemeyer, .III Presedent, Board of Trustees JMB:j and cc: Bldg. Dept. UFaL BUILDING DEPARTMENT-Ele I Inspector. - , . �O$:> BUILDING ,•, .. . . �`' �oy 2023.TOWN OF SOUTHO (� 2 .. - ti Town:Hall,Annex= 6431'6.IVIain.Ro POIBoX 1.179.. o a Southold,'New York.11971_=0959 i . been . %a! Telephone(63.1) 765-1802 FAX 'X!! jameshtsoutholdtownhy.4ov seand(a�southgtownny:gov APPLICATION FOR:ELECTRICAL,INSPECTION: ELECTRICIAN INFORMATION::(Ai,iiif(srmation Required) Date:.12/1/2023 Company Name: BD.Electric.NY L.LC Electdcian's.Name:'Pat:.Choque. a:. :, . License.No.: ME=64662: Elec:email:pat@bdrrusa.com: Elec. Phone No: 631=788-7919 : � L7f request.an. email:copy.of-Certificate of Compliance Elec: Address.::PO Box 4477he-Gloai ping Fishers.'Island,NY b6390 JOB:SITE.INFORMATION (Allanformation Required) : Name:::Alexander:Wilmerding: : Address: Reservoir.RD :. ' Cross Street :Equestrian Ave Phone N6. :.631-788-7919. . . . Bldg.PehW1t#:50015 :. email:pat@bdrrusa,com' . Tax Map:District:,:: :'1000 :'.:Section:9.' Block: Lot:3,1:: BRIEF.DESCRIPTION:OFMORIC, INCLUDE SQUARE FOOTAGE Please Print-Cl Y) Run'condiut and circuts from main house to tFie:folly.:wire for:ceiling fan light switches and.recepticles . .-. . . .: .S uare_Footage . .: Circle'AII That Ap .IV:. Is job ready for inspection?: .: : . �/ YES NO Rough In �/ Final - . 0. Do,you need.a Temp Certificate?: :YES�NO: : .. ,Issued On Temp.Infdrmation:. (All information required): Service Size �/ 1. Ph : . 3 Ph Size.200 A. #Meters.1 . Old.Meter# New Service Fire.Reconnect . Flood.Reconnect-OSerVice Reconnect ✓Under round. verhead ❑ 0 ❑ 9. . #:Underground:Laterals ✓ "1 2 H Frame . 'Pole Work done on Service? Ely :, n N Addition allnforrriation:' :PAYMENT DUE,WITHAPPLICATION 1:a QOACS BUILDING DEPARTMENT-Ele te" Inspector TOWN OF SOUTHTown Hall Annex- 54375 Main R .PO & 1179 ` Southold, New York 11971=0959me �i ^p� Telephone (631) 765-1802 - FAX(631) 6c� hs�Id iamesha-southoldtownny.gov— seandO-sout-- dtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/1/2023 Company Name: BD Electric NY LLC Electrician's Name: Pat Choquette License No.: ME-64662 Elec. email:pat@bdrrusa.com Elec. Phone No: 631-788-7919 p I request an email copy of Certificate of Compliance Elec. Address.: PO Box 447 The Gloaming Fishers Island NY 06390 JOB SITE INFORMATION (An Information Required) Name: Alexander Wilmerding Address: Reservoir RD Cross Street: Equestrian Ave Phone No.: 631-788-7919 Bldg.Permit#: 50015 email:pat@bdrrusa.com Tax Map District: 1000 Section:9 Block: 9 Lot:3.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Run condiut and circuts from main house to the folly.wire for ceiling fan light switches and recepticles Square Footage: 200 Circle All That Apply: Is job ready for inspection?: YES[:]NO ❑Rough In ✓� Final Do you need a Temp Certificate?: YES❑NO issued On Temp Information: (All information required) Service SizeFvl1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# ❑New Service Fire Reconnect[]Flood Reconnect Elservice Reconnect R Underground DOverhead # Underground Laterals ✓ 1 2 H Frame Pole Work done on Service? DY ✓N Additional Information: PAYMENT DUE WITH APPLICATION a PERMIT 4 Address: Svvitches Outlets GFI's ' Surface 0 Sconces HH's\�I UC Lts Fans �_ Fridge HW Exhaust Oven W/D smokes DW Mini -arbon Micro Generator t .ombo Cooktop Transfer kC AH Hood Service Amps Have Usec pedal: omments E i - s+-tr-6 e_t-�� 7t 1 - I I • ,�-- ;,lr�E v� 5r�-uLTu�� - -- 0 . D AMR � p 11,4 tg off®.�' p AL&'= T ®°6c ' Albert Rig T itu;3at113 �!1 L M Fir-D { N (�® S� ee R a°GG eF oio �. 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W1LM �iLD �+Ca •`°•`Po. t�,s Lai.°"-*`` i -—T —" 262 WaSW,gton Street Sion,NIA02108 sdrieerOP THE — Estates— 617-451-5740 r/2' { ✓ n -wwARTarchitects.com 2 q A ri- a l p REMODELING- & RESTORATION NY LLC: �dV 3 2d23 Tracey Dwyer Buitci'sng��PaoA°'��°t Town of Southold Building Department. ®gin�'Southold Tracey, Enclosed are the approvals for the Wilmerding Folly.at 4997 Equestrian Avenue,Fishers Island NY SCTM# 1000-9-9-3.1 Regards, Shawn Shawn Pierce Project Manager BD Remodeling shawn@bdmzsa.com Cell:860-287-3176 Office: 631-788-7919 THE GLOAMING,BOX 447,FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 \ ..� . t ��ELING & RESTOR�4TI4N. • • •• NY.LLC:. . 2 Tracey Dwyer. .Town of Southold Building Department :: . ��ti��m.06% o Tracey.; :. :Enclosed is a check for electrical_permit for theVilmerding Folly Perinit:#50015.,' :. : Regards, Shawn Shawn Pietce: Project.Manager. BD Remodeling shawriCc�r�,bdirusaLcom' Cell: 860-287 8176 : Office:631-788-7919 THE GLOAMING,-BOX 447,FISHERS ISLAND,*06390 TEL (631)788-7:9:19 FAX (631)788=7192 U LEGEND \\ J PROPERTY LINE \ SILT FENCE ? '*'" ABUTTERS LINE -- •� • {� g \ Y � EDGE OF PAVEMENT EDGE OF GRAVEL ------------------- \ GAUGE �0 � m o 0 WOVEN WIRE FENCE (MIN. 14 � E EXISTING CONTOUR --- 25 --- / SPACING)/ MAX. 6" MESH •_ ( c U RETAINING WALL ' '� '� FENCE X x BOTTOM OF BANK ANDs \ \\ 10� MAX° CENTER {= Q) i o TREE LINE ��v�J^� EXISTING � - TO CENTER 36" MIN, LENGTH LLJ .r- •N NOW OR FORMERLY NIF RESIDENCE _ FENCE POSTS (> l- c = UTILITY POLE -O- / II �! DRI INTO EGROUND N MIN. 16 W Q ' 2 `� 3 � T 3 Lu BOUNDARY POINT ® c\\ ___ __ _�_ �I _ Q Od .? � DRILL HOLE DH O MERESTONE ■ � - -�� SITE V o N WATER VALVE �� li II - ( --� ��_ 0 •� m U co \ WV \ I 6,� ---�� --_`-- - HEIGHT � 48" `, ROCK OF FILTER (n o § c N j MAPLE -' I = 16" MIN. Q i w 000 \ NIF �J \�, `\ - LU 00 M 00 DAVID R. WILMERDING, JR. \ SINGLE FAMILY RESIDENCE �N SPARTINA �� os` 6" MIN. � MUNICIPLE WATER- { `� 7\ ALTERNIFLORA \ \ ON SITE SEPTIC ��. �-=�- , vim" - �\ , \ DEEDI PERSPECTIVE VIEW J /dry k / 1. Id WOVEN WIRE FENCE (MIN. 14 �I 1� 6'X4' 1/2 GAUGE W/ MAX. 6" MESH W - EDGE OF LAWN, 1• ROCK �� LIMITS OF ROCKY SHORE, SPACING) WITH FILTER CLOTH z_ TOP OF BANK BOTTOM OF BANK AND QG� \ AND NYSDEC 1` 6+ OO TIDAL WETLANDS N83.48 og"E \\ J URISDICTIONAL LINE Z O. 36" MIN. FENCE POST o \ VEGETATED 7 � �` LIMITS OF Rlq 220.62I ` SLOPE ` �� ROCKY SHORE FLOW GROUND 11 N \ a LOCATION MAP SCALE 1 "=400' APPARENT LOW COMPACTED SOIL _7 E�yTER�p NE(ALWL) EMBED FILTER CLOTH w \ ` \. \; (D o MAP REFERENCES A MIN. OF 6" IN GROUND *�. � I 1 �\ 4" 1.) "SUBDIVISION PLAN MADE FOR WILMERDING PROPERTY FISHERS �r"•�;,�'� -\ SPARTWA ISLAND NEW YORK" SCALE: 1"=100' NOVEMBER 5, 1985 REVISED ALTERNIFLORA W 5244. �� THROUGH AUG. 25, 1987 BY CHANDLER, PALMER & KING. CME FILE r >. \r \�/ MEAN HIGH SECTION VIEW #J2932. L=73.74 ` ELEV 278 WATER (MHW) ° ,�; R=144.86' l BENCHMARK-TOP MON �' _I ; CONSTRUCTION SPECIFICATIONS 2. COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD ° ' y A=29'09'56' - ° ) ELEVATION 24.24 \- \ SUFFOLK COUNTY, NEW YORK PHOTO No. 41-1 185-83 SHEET 49-FI CHORD=NO2'19 58"W 72.95 I ` 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH t \ 7 / OF 49 DATED: 8-29-88 SCALE: 1 =200 f. WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE / 1.,I �r°•i' ,% OR HARDWOOD. Mt\E5TONE l 4'0 \ TO ° ROCK E� 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH ° DOCK TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE I I 8' 0 WOVEN WIRE, 6" MAXIMUM MESH OPENING. • OCK 1 NOTES / I 0 0 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 24"r APPARENT HIGH SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE \ M PLE r SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED \ / 4•� WATER LINE(AHWL) INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE �•� ROCK �V.-3.3 EQUIVALENT, / l r "' PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR L=39.74' /. 'x \-� < 0 i , HAY 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EXCEEDS THE SCOPE OF THE ENGAGEMENT. R=88.27' " EQUIVALENT, A:-25'47 47 / { _ r HARBOR ) CHORD=S00'38'53"E 39.41' STOCKPILE AREA ( / 11=i1 r pr 10 0 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY LL.I )ROCK o ` �000 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (n / / 1 I�1I I 1 r �• 1 a m �OpO 2� ZO&C REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. 5 N /J 11 O,yF, \�2 (J7 L � 20 I �1 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND O z w TREE / i` / TOP OF BANK cn LIMITS OF ROCKY SHORE SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL Y O Cj AND NYSDEC I (1J w\ / / 1 � - AND BOTTOM OF BANK \ ARE THE PRODUCT OF THE LAND SURVEYOR. z O �- N JURISDICTIONAL LINE 1 J TR1,P �/ < I I�; ORocK �" 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 0-- Q Q o 21 \ I' I I I I� I` sPARTINA GEODETIC SURVEY TRIANGULATION STATION "PROS". p w PROVIDE SILT FENCE 1 ALTERNIFLORA Z z z 0- AND MAINTAIN DURING ¢ _ �C CONSTRUCTION 1 `�' 28" I �I 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX o ��/I J 1 PROPOSED ADDITION � / / � � �( ��'�'i-I_�1'�TwIN � 1 � � - MAP 1000, SECTION 09, BLOCK 9, LOT 3.1. w � n- � � SEE ARCHITECTURAL f /5 //30 MAPLE` r I -' TREE j � Q w 0 PLANS FOR DETAILS / �� / � Ali, ",/,� -, . �� -) ( ROCKY SHORE 6.) TOTAL AREA = 3.12t ACRES. w � V) Li t ! - PROPOSED \ _h `, \ s Z V) ADDITION ` ` c� PROPOSED ( y \ `' 7.) BASE FOR LEVELS - MLLW (NGVD 1929 TIDAL 2 STA II 26 - - O / AREA=895tsf. o. WOOD STEPS 124, i � �, �� 11.62' ABOVE MLLW) PUBLISHED 05/29/2009 Q w 15 6 g' I \ 2 TREE VEGETA ED /�v� �� W O �' 100 I 7 LOP / �F 9 LIMITS OF PROPOSED ® \ \ \ � ROCKY SHORE f nn 5 l 'L��, O�WOOD STEPS `\ COASTAL EROSION HAZARD LINE \ ` �p9 I a- 5 i �30";I ` `� PER MAP REFERENCE No.2 \ p9 / \ J , TREE /� � \, \/ L=137.56 r � , ' 4*0 1 J ,T1«�_ �� \ / \ ROCK R=636 4 A=12*22'�27" tiu �) ` EXISTING CHORD=NOT21'33"W 137.29' \_ \ \ 10 12 \ 1 �•� _ RESIDENCE oLD \ ROCK 5'0 t 4N' 7 TWIN \ \� S j, I I C TR \ FF ELEV. i>.'=� PREP Y� / Id s; c li_il TR E ) \ FOUNDATION ` `\ �tj; ROCK ROCK 2 7.5 \ P�\ X ; PQPR�X: ,Low , U. PENT �/ J 2- `L 1r Ili, �J S �\ � e' - ® ®)_\/J/_ �� III I :TREE CONCRETE WASH OUT I \ �� ® �~ / Ell % // //� / SPARTINA RPMP m I \i'`\ / /�\ '" / ALTERNIFLORA o o ° o `-I. o 0 0 0 ° o 0 0 0 ° o 0 0 0 0 0 01. 01. .10 0 ° .1. 0 0 0 0 0 0 0 ° o ° ° ° AREA (SEE DETAIL) JII QROQPNE \\\�_�24��25�-�'\ /� /---________ - \ ° \ - V 0 0 _26--� I / TRAIL OG 0 ° APPROX. LOCATION 00 0 0 � z ° o Z a G \ \ 4 „ -- OF WATER SERVICE F\�0 0 0 0 v) hl /'/ 1,//r-� \\ I PP �-� � � \ (•t`� '0�6960�N G L=77.52 Q� % \ ` r\ ��% 565 J - 0 4' 3:1 3:1 0 - R=86.46' /// Q// � / / \� �i� /�l I�� o MAX MAX o A=51'22'12" . ,'� / l\.�' �1 ,-�� e 4' o CHORD=S26'5V26"E 74.95' _ 0 w PROVIDE TEMPORARY / CONSTRUCTION ENTRANCE // / > 0 ° / J�'\•iL 2 \ Q / CQ\ \ \ \ 0 0 0 x ,� 29\ 0 ° o ° PLAN j _ 31 � \ Q o, / 6 0. \ Sp- PROVIDE STRAW BALES BACKED N �\}�� J_- �. 1' MIN. Q m F NIF f �y 'yam WITH sILT FENCE (TYP) p U J q Ci�-j-r, 7// 3' 3' p Q 0 ( co SHEILA KENNEDY '{rj`r'�FQ , � LINE PIT WITH 10 MIL o �� Gi fJ1 PLASTIC SHEETING, KEY � F ENDS INTO GRADE �4' '� O N = = 0 SINGLE FAMILY o i�a, M N I I N S �MERE5TONE RESIDENCE (FOUND) MUNICIPAL WATER t ;f� I� SECTION o z w LLJ ON SITE SEPTIC F r t -r 6 LLJ Y D z Y INTER CONCRETE WASHOUT PIT o 00 w = o J �ry� \ FAQ NOT TO SCALE 0- 0] C U U \ RIB NOTES: 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL DATE: 03 20 2017 ONSTRUCTION ENTRANCE CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING NOT TO SCALE PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD), \� NOTES: SCALE: 1 " = 30' 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM MON. PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES e(FOUND) 1. REMOVE -OPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. 75% OF ITS CAPACITY. PROJECT: #2017804 QUALITY CONTROL CERTIFICATION \ 2. ENTRANCE SHALL BE 12' WIDE MINIMUM. 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT GROUP REVIEWED DATE 3. SUB-BASE OF FREE DRAINING BACKFILL MAY BE USED IN LIEU OF OF WASH WATER. GEOTEXTILE FILTER FABRIC. PROJECT MANAGER 4. MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPAIRING RUTS SURVEY AS REQUIRED. ADDITIONAL LENGTH MAY BE REQUIRED IF SEDIMENT IS 30 15 0 30 SHEET ENVIRONMENTAL TRACKED ONTO PAVED AREAS. ANY SEDIMENT SPILLED, DROPPED OR GRAPHIC SCALE IN FEET 1 O F CIVIL TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY. STRUCTURAL ARCHITECTURAL I I � LEGEND L \� U J PROPERTY LINE J ABUTTERS LINE -- \ Y M ao EDGE OF PAVEMENT 4) E •� / EDGE OF GRAVEL _ _ __ _ _ _ _ EXISTING CONTOUR --- 25 RETAINING WALL Y U m FENCE X X X BOTTOM OF BANK AND TREE LINE EXISTING 1nDAL DS-\\ \ LJJ V Ei = ._ NOW OR FORMERLY N/F RESIDENCE L a co -Cn UTILTY POLE �; Q cu 0 BOUNDARY POINT O \ CZ 6 w E -0- W ad DRILL HOLE DH OO C�� MERESTONE ® SITE V U o WATER VALVE O ` � m a Irl 0 U > Cl) \ 48" ROCK v+ ' \ WV \ 6'0 1 `O L J N cd CO N F MAPLE _ Q M 00 T DAVID R. WILMERDING, JR. , W SINGLE FAMILY RESIDENCE �� SPARTINA V = 0 i , \ ALTERNIFLORA a \ MUNICIPAE WATER- ` \ ca ON .:SITE SEPTIC .�, �- _ DEED J LINE 2 ROCK J EDGE OF LAWN, 10� �\ OMITS OF ROCKY SHORE. TOP OF BANK \ \ O; BOTTOM OF BANK AND " AND NYSDEC 1 '�+ O� TIDAL WEMANDS l ..z \ '03 E ` JURISDICTIONAL LINE � ' O. s Iq N8348 - VEGETATED LIMITS OF '\ 7�►� 220.62 ' I SLOPE ROCKY SHORE LOCATION MAP SCALE 1 "=400' APPARENT LOW WATER UNE(ALWL) ELEV. O MAP REFERENCES N 1862. 60 �\ �� SPARTINA 1.) -SUBDIVISION PLAN MADE FOR WILMERDING PROPERTY FISHERS W 5244.97 \ y �� ALTERNFLORA ISLAND NEW YORK" SCALE: 1"=100' NOVEMBER 5, 1985 REVISED ��'\ AIEF�W HIGH THROUGH AUG. 25, 1987 BY CHANDLER, PALMER & KING. CME FILE L=73.74' _ �� -WATER UNE(MH111) #J2932. '� ELEV.�276 ° e=2 09 56" I:I BENCHMARK-TOP MON %\ ,1 ° 2.) COASTAL EROSION HAZARD AREA MAP TOWN OF SOUTHOLD CHORD=NO2'19'58"W 72.95' ELEVATION 24.24 ` � ' \ SUFFOLK COUNTY, NEW YORK PHOTO No. 41-1185-83 SHEET 49-Fl OF 49 DATED: 8-29-88 SCALE: 1"=200'f. 1 MI\E5TONE \ G ROCK iiI EX�S��N KFOUND) SINGLE FAMILY \\ �� -II 6, ° J)OGK ° RESIDENCE \ I OCK1 NOTES MUNICIPAL WATER PROPOSED ADDITION AL ON SITE SEPTIC SEE S FOR APPARENT HIGH 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE PLANS FOR DETAILS / _ \ I 24" �� ) M PLE ( l: 4'0 WATER UNE(AHWL) INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE J�J EIS/.-3.3 PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR L=39.74' PROVIDE 4" SCH 4o PVC O "/FT MIN. (TYP) �' r'� I o Ln�K HAY R=88 27• -\ �� O EXCEEDS THE SCOPE OF THE ENGAGEMENT. e=25'47'47" STOCKPILE AREA / �1=i1 / ) ,J , �I HARBOR 2.) T IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY LL1 CHORE)=SOO'38'53"E 39.41' s 0 0 PROVIDE 1,500 GALLON SEPTIC TANK ROCK Az �D 2 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (n (SEE DETAIL) �' I11 I _ _ I..I °QO 2 �Nf � LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. PROVIDE RISERS AND LOCKING CASTINGS _ 1 N TO FINISHED GRADE-\ 20" ��- �� EXISTING RESIDENCE- / I I I * F 4`? 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND O z TREE ON CRAWL SPACE- TOP OF BANK I% - ri LIMITS OF ROCKY SHORE SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL `1- AND NYSDEC I \\ = W O PROPOSED ADDITION /JURISDICTIONAL LINE I APID BOTTOM OF BANK w, ' l I �► ARE THE PRODUCT OF THE LAND SURVEYOR. J ABANDON EXISTING SEPTIC TANK & \ ON CRAWL SPACE �: I 3'0 z - LEACHING AREA PER SCDHS REQUIREMENTS .TRIP i < I! I I'- / OROCK PROVIDE FORM WWM-080-\ r TREt-f '= f I I I I I- 4.) RDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND f 0- j 0 GEODETIC SURVEY TRIANGULATION STATION "PROS" _ 0 Q L,J PROVIDE SILT FENCE �\ _ SPARTINA AND MAINTAIN DURING ALTERNIFLORA L LL zz Z APPROX. LOCATION O�N �-c\ CONSTRUCTION 1 28" I 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX `. g 0 EXISTING SEPTIC SYSTEf! - �0 REPAIR DONE Ihl G�pE �` /3o TWIN TTWINREE 'll I MAP 1000, SECTION 09, BLOCK 9, LOT 3.1. W Q �- N g Q MARCH 2O00 1�J / MAPLE( - PROVIDE PUMP CHAMBER, FOR 3- 4 BEDROOMS - ` � / 6. TOTAL AREA = 3.12t ACRES. DUPLEX PUMPS AND ALARM SYSTEM / I POCKY SHORE ) co (' CY cn W SEE DETAIL SHEET 2 _ ! PROPOSED ---�\ �' � Z Lv (n V) TF=t26 a ::::;ADDITION. u'a, PROPOSED ( 124' } e� 7.) SASE FOR LEVELS - MLLW (NGVD 1929 TIDAL 2 STA II 26 - _ O L=137.56 INV.(IN)=21.2f 1g6.a ; AR $95fsf. p.W00D STEPS i o'\ 11.62' ABOVE MLLW) PUBLISHED 05/29/2009 0) w R=636.94'" INV.(OUT)==20.7f .-2T.5 \ 6' I\ I \ !o (n e=12'22 27 y �2 O \ w a. CHORD=NOT21'33"W 137.29' PROVIDE t85 LF OF 1-1/2" DR 11 ... I � 100' I V SLOP ED ��`�FP�P LIMITS OF W O HDPE SANITARY FORCE MAIN 0" I POSED N ® _ E\ \ y� ROCKY SHORE 5096 EXPANSION AREA MAINTAIN DEPTH OF 4.5' T / WOOD STEPS \ COASTAL EROSION HAZARD LINE \ Gov TEST HOLE DATA PER MAP REFERENCE No.2 > \ I ��9 / \ BY: R. STROUSE. P.E..L.S. 08-10-17 __J ROCK TP #1 FINAL GRADE AREA TO PROVIDE EXISTING \ (! t I �. \ 0"-9" TOPSOIL .�0. n n A MAXIMUM GRADE OF 5% FOR A `� - \ 1 STORY 12 \ ROCK 9 -30 SANDY SUBSOIL \ TWIN 5'0 n .. MINIMUM OF 20 HORIZONTALLY FROM /i \ 46' RESIDENCE - , \ OLD 5's OROCK 30 -157 POORLY GRADED SANDS W/TRACE FINES & BOULDERS- SP THE ED7E OF THE LEACHING POOLS �/ I I -TR o Li TREE FOUNDATION , ti1'�'. �� ROCK NO WATER OBSERVED FF ELEV. EXPECTED GROUND WATER AT ELEV. 5f PROVIDE LEACHING POOL 27.5 10" (TYP OF 3, SEE DETAIL) / �\ \\ `1t`/ 1 �\ fil PEN / 0GF�0 Bldg Dept copy from ZBA TF=f33.0 \ I / \\ /J ®��i��-� Unified Soils Classification (USC) System (from ASTM D-2487) Final reulewed d' ents INV.(IN)=31.00 �_�� C \\ - ®� �/; i Q Major Division: Coarse-Grained Soils, Poorly Graded Sands ZBA File#-7QJ v, / / �i \ i� ® O ✓. SPARTINA y DatCr x = ALTERNIFLORA Group Symbol: SP PROVIDE DISTRIBUTION BOX / \ / / I RpP?Ni'� \\\` �24� / O _, / ---__------- \ NRCS, USDA Soil Classification: Riverhead, Very Stony Sandy Loam (SEE DETAIL) �° , P''� / \ TRaI�---- _ - cr. TF=f34 / I ❑ \ -26-�"� \� G z INV.(IN)=31.42 I I 3R P #I 1��' `LX\,S,\NG \\\� / ® Q _ O �OG� SEPTIC SYSTEM DESIGN FOR UP TO 6 BEDROOM RESIDENCE z a cn INV.(OUT)=31.25 I I \ `i/ Ik G \ \ E it z o / i1 ' G PRK�N \ ) •�\ _ LNG FX PROVIDE NEW 1500 GALLON SEPTIC TANK V) > o Q I \ 36 P \� ( 3696 ..� `�' PROVIDE 1-250 GALLON PUMP STATION o o cn z PROVIDE 1- DISTRIBUTION BOX (n `' 0 o L=77. / i Q I ` CONCRETE WASH OUT -; 56 _ PROVIDE 3- 6 6 X 6 5 LEACHING POOLS (SEE DETAIL) x m \ AREA SEE DETAIL n INVERT ELEVATIONS- > J CHOM=S26'51'2M 74.95// ,� i l _ I SEWER LINE INVERT AT HOUSE-23.2 (PROVIDE CAST IRON PIPE 2' BEYOND FOUNDATION WALL) L,I '� w PROVIDE TEMPORARY / SEPTIC TANK INLET 22.5 o N CONSTRUCTION ENTRANCE APPROX. LOCATION SEPTIC TANK OUTLET 22.0 a 00 m OF WATER SERVICE INLET INVERT INTO PUMP STATION- 21.75 � SINGLE FAMILY \3 \ i 0 \ \ ELEVATION OF FORCE: MAIN LEAVING PUMP CHAMBER-21.0 (APPROX. 5 FT. BELOW GRADE) o - RESIDENCE \ � \ DBOX OUTLET DBOX INLET-3131 25 z � N MUNICIPAL WATER �3p \�ON SITE SEPTIC LEACHING POOLS INLET- 31.00 � \ � 3 SHEILA KENNEDY ` ` ,y '`° - L; � o I ao _ 00 9 SINGLE FAMILY / ^ ,' r \ - \-MERESTONE RESIDENCE /ter 5 � � `c � � N Sf,�i •e--^c">....� . 't m N ti I Of Of I N 11011 (FOUND) MUNICIPAL WATER r` I, 0 ON SITE SEPTIC a O 0 _W.I No / O W 0_ x O J o o �n a w o W O ^1. W m 0 0 0 0 LL DATE: 08/15/2017 \\� SCALE. 1 " = 30' MON. QUALITY CONTROL CERTIFICATION a(FOUND) PROJECT: #2017804 GROUP REVIEWED DATE \ PROJECT MANAGER 0 15 0 30 SURVEY GRAPHIC SCALE IN FEET SHEET ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL I 12 9 CLAY-TILED I I zz HIPPED ROOF TO I 12 r—— MATCH HOUSE Qg TILE HIP CAP BEYOND 2x6 OLD.JOISTS i L 0 16'O.C. - — I -- 72 5/8-COX PLYWD. 301 FELT BLDG. I __ - _-_ -_ TOP PLATE SINPSON I.ROUND 1 -_n - --)1-- EL 108'-11' - --R-------n-- HUPoUCAN MOLDING 6 _ 12 TIES 2x8 RAFTERS,16' - 'LAYRLE5,T0 6� O.C. 2'-7'� 4 2 7' SCREEN SCREEN 2-7', 6r3' 2'-7-' AF.I 1 MATCH HOUSE ROOF Ix6 V-GROOVE 12' PANELS PANElS 12'1- 8 ,� 5/8'COX PLYING. I 1 I — N EIW DPP ER DRI _ I _EDGE N � _ O IiIItI IlIIIi P-2x12 0 16'O.C. ® TO FIN.EXTENDS UP DE !I NIII; --I'-III-IPIfI_I,IIL1I7__L1�l1I'._-1II1II--C".:--iIIlII-CtP-1_:I�CIII J_LIIIII'i_N_I"-t_LIN 'G. TO TO PLATE ( EI,P1 5/4x CEDAR _ _ FASCIA CEDAR CROWN 2.4 0 16"O.C. CONTINUOUS I I NEW as I.CEDAR BRICN `- -J WINDOW \/ }--_- -LVLSTR HEADER SEEDWOS NEW - EXISTING ING -0 FASCIA 5/4x CEDAR OUOINS - -_ _ ix6 V-GROOVE FASCN I I UCIURAL WINDO 6'-1' VERIFY GRADE CAST-IN-PLACE _ CEDAR SOFFR 1_3. r I ELEVATION 0 ira _`___ CONIC.SILL NEW CEDAR MOLDING I-- STEPS I STUCCO DOOR I ``GRAVEL,R.W/ CEDAR MOLDING 5/4x CEDAR — I I- - .._GONG SLAB FASCIA � —— I I I I _- -......... .-....... I 3/4'x2 1/2'CEDAR I I I I 1 1/2'TO SCREEN PANEL FRAME, I I I CEDAR STOP NOTCH AROUND MOLDING I I I l 12 l CEDAR MOLDING PhS CASEMENT I 1273�' 12'rl' I. 12'j-1' I. I••21 6 3/4'x 6 3/4' FASTENER 1066 aaalll"` EXISTNG BRICK o�fff"` 'Y EXISTING BRICK SQUARE COLUMN I STRUCTURE STRUCTURE 1x BORAL TRIM �1 SOUTH ELEV�ITION �1 EAST ELEVATION �,LTION,NORTH-SOUTH SECTION,EAST-WEST OVER 5 1/4'PSL I I V sGIE 1/P-10' ` J I sc4LE Ua•-1•a `E'/sGIP Vs•-1•d• \J/ ' El/a•-F-0• POSE \/ �/ �J CHAMFER CORNER "� i I I I 9'-0' 14 2. III III III To mu- OUTSIDE OFI FIN TO PRP,IDE PJAESS 59IIOOIG FOR 2- OUTSIDE OFJ FINCOIL IMi115 ON 1105 dIM;YFImT - -- CUSTOM CEDAR HANDRAIL Y CEILING I 4go ABOVE--_I I I I I AEl • W D I I I 3 5 1/4x5 - - �' u I NEW - I - CHAMFERED I 1/4 PSL , coRNERs I - - I GAZEBOI I IPE DEC I POSE COLUMN BASE o P,I -- 1a BORAL BELOW NES CASENINf .� "1F CASING FASTENER B066 " I _______ I ______ .l I CUSTOM CEGR I 5 1/4'S0.PSL ❑ I RARING II POST CLAD W/ix ---- -- -- BORALm 1 1/2'S0.CEDAR i ELECTRICAL SYMBOL KEY --- -- PLAN DETAIL OF COLUMN TRIM SPINDLES I ' SYMBOL - 2'-7' 6 3/4'x6 3/4' 12 E 4 CUSTOM CEDAR BOTTOM RAIL 4 COLUMN I oxwc ImulaE(swrAcO FRAME TO FRAM 5/4a4 DECKING, CEDAR BASE— — 331 PdKE1N1 50gLLT(sursxE) I AF.t BUNG FASTENERS 3/4'x2 1/2-SCREEN I-@ PATMIY I1pR < TAPERED 2x P.T. • - FRAME.NOTCH 0 GOT. '1 r' 4- SLFEPER —CEDAR�1T.� RUBBER- - CORNERS TC FIT OVER III I III N"L'"�Pf°�°V"ET IST FLOOR PLAN .�'. MEMBRANE BASE I I�1-L- 1 '� F ` sG1E W-1=0' 12• Ix CEDAR _ _ - _ _ _ - _ COL BASE I I I --- J I I $ smFAS E%ISIING BRICK DRIP EDGE PLYING. --- - -- I L I I SIRU E COPPER J INSECT ------------ FLASHING r_F_____ ______ _I SCREEN'G ON TAEERED 2x10 I I I CEDAR CROWN TopOF SLEEPERS FLOOR JOISTS L y„ 1x CEDAR COLUMN I I CONIC. I I ................ FASCIA 2 8 FOOTING I NEW WEST ELEVATION r- FOR PIERS WINDOW I SILL PRES*TRTD.2.8 (y)2 1/2'CEDAR n 3'CEDAR sGLE ur-14' DEFNIL MOLDING S DOOR JAMB I 1/2'ANCHOR Jx{I�� AF.1 5/4x CEDAR BOLT,MAX.48' J}. _ _ - 3 NEW DECK - _ _ - - NEW I - — FASCIA O.C.;GROUT INTO E PIERS MASONRY WALL NEW GRAVEL I CEDAR MOLDING IXISfING MASONRY 1/2,CEDAR STOP D - FILL 8 FASCIA 5/4x CEOAR WALL W/BEAD CONIC.SLAM —BLOCKING AS DODRAIL STILES A U G 2 2 2025 SOW JAMB k STOP 0 I I \ / HEAD.ABOVE - vn I � n nIB Building Department �UNE OF �.1 STRUCTURE • a�°.�• Town of Southold ^RDA WALL SECTTON DETAIL PLAN AIL @ DOOR ;�`° 9 _ A.un..I", FOUNDATTON PLAN $GLE 11/P'-1'd• $G1#'3'-1ZZ 1 $CIE 1/4'-1'•D" 7TIT-E DATE• ISSUE- DRAWN CUECIIED PLAINS, 7m AI&TARCHITECTS WILMERDING PUMP HOUSE ELEVATIONS, 1L_lti'uhinti on SR 2nd Flw OP ..NIA02NIN SECUNMER DETAILS A�j.1 FISHERS ISLAND NY OB N,NIBT1 6GAT8 111 1 er,-n;ls;a0 nRTa.�I�Kx.«m J 1617 \'AAIF.S GENERAL STRUCTURAL NOTES REFERENCE IS MADE BUILDING DESIGN LOADS TO DRAWINGS UPON WHICH GNCB CONSULTING ENGINEERS,P.C. LIVE LOADS WORK IS BASED: WOO RESIDENTIAL _ ARCHITECTURA CHITEC S GS FLOOR LIVE LOAD:40 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT( BY: AR&T ARCHITECTS SNOW LOADS DOUGLAS-FIR N2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT _ 262 FLOOR GTON STREET STRESSES:GROUND SNOW LOAD,P9=20 PSF '� R*� BOSTON,MA 02108 FLAT/SLOPED ROOF SNOW LOAD,Pf/Ps=20PSF BENDING,REPETITIVE USE Fb 1,035 psi x�f�r� _ _ BENDING.SINGLE USE Fb = 900 PREPARED FOR: WIND LOADS TENSION PARALLEL TO GRAIN Ft = 575 T, ,. '# WILMERDING PUMP HOUSE COMPRESSION PARALLEL TO GRAIN F.IF-) 1,350 FOLLY WIND EXPOSURE CATEGORY:D SHEAR PARALLEL TO GRAIN Fv = 180 FISHERS ISLAND,NY BASIC WIND SPEED=120 MPH COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.)= 625 MODULUS OF ELASTICITY E= 1,600,DDO GENERAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED,FASTENERS SHALL BE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL PER MANUFACTURER'S RECOMMENDATIONS. RESIDENTIAL CODE PORTION OF THE 201fi RESIDENTIAL CODE OF NEW YORK STATE AND 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4be,UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. AT EDGES,4'OL AT INTERMEDIATE SUPPORTS,UNLESS SHOWN OTHERWISE. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AND EXISTING CONDITIONS IN THE FIELD. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR MULTIPLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 3. THE CONTRACTOR SHALL VERIFYAND COORDINATE THE SIZE AND LOCATION OF S. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES ALL OPENINGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES.OPENINGS UNLESS OTHERWISE NOTED: + �{ NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. LAMINATED VENEER LUMBER(LVL) -• 'I 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING MODULUS OF ELASTICITY,MIN. E = 2,000,000 psi AFTER CONSTRUCTION IS COMPLETE IT IS THE CONTRACTOR'S RESPONSIBILITY BENDING,SINGLE USE Fb - 2,60600 COMPRESSIONAL PARALLEL TO GRAIN F.(Par) 2, FOR THE BUILDING DURING CONSTRUCTION,INCLUDING,BUT NOT LIMITED TO = METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. - 510 HORIZONTAL SHEAR S. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSION PERPENDICULAR TO GRAIN/ F.N(Par)= 2750 85 NANO AND OTHER LATERAL FORCES. PARALLEL TO GLUE LINE TENSION STRESS Ft= 1.555 FOUNDATIONS PARALLEL STRAND LUMBER(PSU 1. THE NEW WOOD FRAMED SUPERSTRUCTURE IS TO BE SUPPORTED ON THE COLUMNS EXISTING MASONRY FOUNDATION WALLS. MODULUS OF ELASTICITY MIN E - 1,800,D00 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL FLEXURAL STRESS Fb Z400 CONDITIONS AT FOOTING LOCATIONS. COMPRESSION PARALLELTO GRAIN F. - 2,500 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-T BELOW 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS.GEE TYPICAL DETAILS. EXISTING ADJACENT GRADE. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 4. AT INTERIOR SLAB GRADE AREAS,ALL SURFACE TOPSOIL DEBRIS AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. ANY OTHER UNSUITABLE MATERIALS TO BE REMOVED.EXISTING 8. ALL EXPOSED FRAMING TO BE PRESSURE TREATED WOOD. ACTED.ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT 9• ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, SLAB SHALL SLAB ALL BE COMPACTED GRAVEL FILL,MIN 31N REQUIRED. OR OTHER FINISH APPROVED BY ENGINEER.10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. REINFORCED CONCRETE 1. ALL CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2 ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: NAILING SCHEDULE FOOTINGSIFOUNDATION WALLS 3,000 PSI SLAB ON GRADE 4,500 PSI CONNECTION NAILING 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A615 JOIST TO SILL OR GIRDER,TOE NAIL 38d GRADE 60. BRIDGING TO JOIST,TOE NAIL EACH END 248,1 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL led AT 16'oc S. DE TAIL ALL BARS IN ACCORDANCE WITH'ACI DETAILING MANUAL. ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR TOP PLATE TO STUD,END NAIL 2-1 Sd SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN STUD TO SOLE PLATE,TOE NAIL 4-8d POSITIONS INDICATED. DOUBLED STUDS,FACE NAIL 16d AT 24'oc 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE DOUBLED TOP PLATES,FACE NAIL 16d AT 16'ce INDICATED SHALL BE TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d CONCRETE POURED AGAINST EARTH 3' CONTINUOUS HEADER,TWO PIECES IEd AT 1Eoc CONCRETE POURED IN FORMS,BUT ALONG EACH EDGE EXPOSED TO EARTH OR WEATHER: CEIUNG JOISTS TO PLATE,TOE NAIL 3-8d BARS p5 AND SMALLER 1-1?b. BARS LARGER THAN 85 2" CONTINUOUS HEADER TO STUD,TOE NAIL 4-0d 3D VIEW CEIUNG JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d 7. EPDXY ADH ESNE TO BE HILT]HIT OR EQUAL,UNLESS NOTED OTHERWISE. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d RAFTER TO PLATE,TOE NAIL 38d BUILT-UP CORNER STUDS 16d AT 2eoc 2-2,FRAMING BUILT-UP GIRDER AND BEAMS(U.O.N.) 2Dd AT3Toc ATTOP ` PER PLAN AND BOTTOM AND STAGGERED \ 2-20d AT ENDS AND AT SIMPSON LSC EACH SPLICE VT CIA.ANCHOR ADJUSTABLE STRINGER PLYWOOD: BOLT WITH HANGER 3k3'X 229' / APA-RATED PLYWOOD PLATE WASHERS FLOOR SHEATHING U.N.O. y2 3/4'TONGUE AND GROOVE 8d CUT 2,FOR STEPS ROOF SHEATHING SW 8d \ SA 2-26 WITH MAINTAIN 51?MIN STRINGER AS SHOWN SIMPSON LCB POST BASE WALL SHEATHING- 8d ��\ SQP TO PIER STAIR TREADS&RISERS&HANDRAIL T MIN SIDE COVER / &GUARDRAIL PER ARCHT NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. A LS50 LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. 7ro , CLIP SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. 1= I' 12'DIA SONOTUBE FORMED COMMON WIRE NAIL DIAMETERS CONCRETE PIER REINF. W1145 BAR VERTICAL Ed 0.113" POSTINSTALLED STD HOOKAT CENTERUNE BOTTOM OF FTG Bd 0.131" HILT]ANCHORS INTO EXG MASONRY -c4, 3'-0'MIN BELOW 10d 0.148' ADJACENT GRADE 12d 0.148' 16d 0.162" TYPICAL ANCHOR BOLT DETAIL 2Dd 0.192' NOTES: 4 1. PROVIDE MINIMUM T EMBEDMENT. 2 MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9116. 3. MIN. BOLTS PER PLATE. 6' 1,-0, 6' CLEAR COVER ' 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD OF SILL PLATE. 3415 BARS®16'oc 2-p5 BARS BOTTOM 7d CONT. CONC FIG FOUNDATION-ANCHOR BOLTS TYPICAL FRAMING DETAILS TITLE - DATE ISSUE DRAWN CHECKED 1358 805TON POST ROAD A,R R'T GENERAL NOTES&TYPICAL DETAILS 11/06/2019 CONSTRUCTION PHASE JJS/RLB CCB/RLB GNCB ,i POST OFFICE BOX802 WILMERDING PUMP HOUSE FOLLY 07/31AN20 REVISIONS O OLD SAYBROOK ARCHITECTS,INC. CONNECTICUT 06475 PHONE:860 388 1224 262 WASHINGTON STREET,BOSTON,\fA 02I08 • Consulting Engineers,RC, Fishers Tel:6I 1515740 Fa<:617 51-2309 Fishers Island, NY JOB NUbffiER SCALE M","'.ARTARCHIl'ECTS.CO&1 ' 19205 As indicated II I h1114 x 51/41 11 II II II II II J� II II II II II II II 5/8'PLYwOOD ROOF I I Is,POET 1 I I I I I I SHEATHING a (3)Il 4x91f�'I II il' III'I III III III 111 1 II /- — _ PLYWOOD ROOF SHEATHING - - — \ / 26 WOOD STUD WALL STUB WALL ON TOP OF LVL PERIMETER BEAM m n 2z6 WOOD STUD WALL i2 I II 2z6 1fi"oc = —— ON TOP OF LVL //- - PERIMETER BEAM —— — 7 Ury STUB POST 2x4�1G'o RAFTERS 2xB@i6 RAFTE oc— —— — // H ``\ RAFTER�TYP. /o�n� _— / 312'a37r2"PSL DIAGONAL BRACE — = CENTERED ON POST,TYP. — = 'n IH•{y I I I I '�{7n`\=/ �r� 1111� II III III I� II II'I �1� _ r*F=— I1 1IIII_ _III _a�1F.}000 STu�1�vAU._III _ I11_ _ II(I_II 11111 111 111 111 I11 III [III 11, \ 5 1/4N51/4" III II (3)11 /4z97/�'ILVL 11 11 II 51/4x 5114 P3LPOST PSLPOST II I NI II I II 3PER CORNER II II II II II II II 11 II II II 11 11 11 11 11 11 11 3 EAVE AND CEILING FRAMING PLAN FR 1/2"=1'-0" U ROOF AMING PLAN 12-31/2 EXISTING MASONRY 51/4 x 51/4 2x8 BLOCKING @ EDGE OF PSL POST 2 FT.. DECKING PER FOUNDATIONILOWER LEVEL ARCHT EDGE OF EXC OPENING 25/8' 2'-7" _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLYWOOD FLOOR I, I, — _ _ —TM — r — — — — — — — — — T�I SHEATHING IL`m� ��-- — —ILL —�� \ — — �1_ ' __ —_—_—_— — f�ELO _ AL GN POSTS CONCRETE FLOOR BLAB ON C NCENTRICALLY I GRADE WI HCONC PIER I REMOVE ANY TOPSOIL,AND ANY I WALL OUTLSSTAIRINE OF S ABOVE O I THEIR UNSUITABLE MATERIAL TO CI I BELOW — — —TYP2z706TAPERED� — — — — — I m EXPOSE NATURALLY DEPOSITED INORGANIC SAND/GRAVEL 21/4•I I`� BELOW I eEow 1 1 I I 2x STRINGER RISERSlTREADS I ( I [l I 1 (3)2x70TAPERED— . 1 HANDRAILS/GUARDRAILS — _ — — — — — — _ 1 PER ARCHT i z I I — (3) TAPERED— — — — — — — — — S2 O 1 — — — ON— — — - - — — —L 1 I n Cl 521 2.STRINGER N ICANTL (3)2t10TAFERED — — L \ .. MNFISIMSTAIW1Ti �,II —I—DIMEN — — — ARCHTDWGSTO 'I I LOCATE HERS I v� — — — (3)Ht10 TAPE RED— 2x STRINGER r 12'DIA.SONOTUBE — —-- — — — — I I 1/4"PER FOOT TAPER— FORMED CONCRETE WALAY I TAPERED END OF JOIST �I PIER ON FTG 1 k — —71/4"MIN.,TYP. — — — — — 2FTx6FT z1 FT SEE TYP DETAILS — — — — — _ _ _ STAIR FRAMING I ON LEVEL X ON 1 CO C FTG SEE TYP.FRAMING i x DETAILS FOR STAIRS ` RISERS/TREADS HANDRAILS/GUARDRAILS I =REFERTOARCHT DWGS— �I PER ARCHT I =F_ _ _ _ _ — — OR DIMENSIONS—_ _ OUTLINE OF J I� - - - BUILDING ABOVE I 2 _ EXC' -ppEry ryC lL — — �L — — — — — --U—U— — — — �J e L..—.._..— — —..—..—..—..—..—.. J - - - - - - - - - - - - -Z - - - - - - - - - - -� 2 BLOCKING 2 F F T oc UMAIN LEVEL FRAMING PLAN 1/2"=1'-0" ..DATE. ISSUE _._... - DRAWN CHECKED r GNCB ,35B BOSTON POS ROAD A,R&T WILMERDING PUMP HOUSE FOLLY MAIN,EAVEAND ROOF FRAMING 11/06/2019 COnSTRUC770N PHASE JJS/RLB CCB/RLB POST OFFICE BOX 802 PLANS 07/31/2020 REVISIONS / . ,/ CCONN 001" ARCHITECTS,INC. 1 PHONE:860 388 1224 262 WASHI\GTON STREET',BOSTOM1,NIA 02108 Consultlng Engineers,P.C. GNCBENGINEERS.COM Tr1:617-451-5740 F-:617-451-2309 Fishers Island NY VVWW.ARTARCHITECT-S.COM 7 JOB'NUMBER .SCALE 19205 1/2"=1'-0" 12°DIA A307 BOLTS WASHERS REQUIRED. BOLT HOLES WI T OLl MAX. MIN.END DISTANCE 6". m z 7 STRAP ACROSS RIDGE p — I ——— _ I;�,9 FROM HIP HIP 1:1 LSTA24-FASTEN DIRECTLY TO FRAMING LVL'S CLG JOIST LSSJ ADJUSTABLE LIGHT ZK6 @ 16°oe SLOPEABLE/SKEWABLE JACK HANGERS TO HIP,TYP. 6.6 �Q MULTI MEMBER LVL CONNECTION HSIMPSON RAFTER HURRICANE TIE H2A STUB POET ON TOP OF LVL 2X6 W000 STUD WALL EA EACH TO PERIMETER BEAM PERIMETER BEAM STRAP STUD WALL TO LVL AT 16'oc H8 TIE TOP OF — — — — — — WALL PLATE —_—_—_—_—_—_----____ __—__ '1?4 _ --_____—_--ELEV.108'41° _ _ u- u L0_ u_m - _ HH6 HANGER _ y § (3)1 3/4X912'LVL HCP HIP CORNER PLATE HEADER TVP. €� _ AT CORNERS,TYP. M TO LVL BEA CORNER POST FASTEN PLYWOOD TO LVL AND STUD WALL Bd COMMON WIRE NAILS FROM EA OH SIDE INFILL LVL 8 STUD WALL (3)1 3/4x912°LVL HHfi POST CAP J NAIL INTO TOP 8 BOTTOM PLATES AT 16%c BETWEEN POSTS AT CORNERS w PERIMETERBEAM AT INBOARD NAIL INTO LVL-2 ROWS SEE MULTWEMBER POSTS LVL CONNECTION Z16 STUD WALL ATOP PERIMETER BEAM 1? TYPICAL DETAIL PLYWOOD SHEAR WALL,BOTH SIDES, FULLPERIMETER _— 0` / ——ATTACHWOHIPTO - SSTUB POST WITH 2, T SIMIMPSON LR TER / SLOPED RAFTER CONNECTOR ADJUSTABLE POST / 1 — BASE ABA66Z 52.1 RIS 2z8 RAFTER 2c8 RAFTER ERS,TREADS FULL HT ANCHORED INTO \� HANDRAILS 8 GUARDRAILS 4 CORNERS TOP OF WALL ATTACH 2[8 RAFTER 218 HEADER PER ARCHT TO HEADER WITH 3-12d NAILS EACH SIDE SEE STAIR FRAMING RIPPED 2,4 11 BLOCKING 3)2a8 SIMPSON LRU21OZ // INTO HIP TYP DETAILS FLAT SLEEPERS BEYOND SLOPED RAFTER_——..,//.[?Q ¢ �� OFFSET NAILS ON ON TOP OF PLYWD CONNECTOR——— / r /O ——OPPOSITE SIDES OF i41PE DECKING u rc Luq\\\MEMBERS —_—_—_—_— _______.___MAIN LEVEL 3/4"T&G PLYWOOD FLOOR 1001-0 n U u u u u SHEATHING I (3)2x8 0 iI 3)Zx10 TAPERED MN �I JOISTS EXG MIN DEPTH OF JOIST 2K10 PT SILL PLATE i OPENING TOM71W REFER TO ARCHT'S DETAIL FOR PLATE OVERHANG 2 HIP ROOF CENTER ATTACHMENT I l I I u I ! RE-MOLDED CONO SLAB it FILLER SEETYPDETAILS �! �I i LOWER LEVEL --------------------------- --I ---- ------- --- --- I® O'ER-LEVEL I I I it I - � EXG BRICK FOUNDATION WALLS i'•3' 11° _ 1 Section 1 m TITY.E •DATE `.-:ISSUE. DRAWN CHECKED 1358 BOSTON POST ROAD AIR&T WILMERDING PUMP HOUSE FOLLY SECTION 1I>06/2019 CONS7RUCIION PHASE J]S/aLB CC13/AtiB zGNCB POST OFFICE BOX 602 ARCHITECTS, 1�� 07/312020 REVISIONS 1 ,% O o TICUsSAYBRo2la 262VVIYSrREE,BDSION�fA6219a C. • 1 L GNCBENGINEERS.COM Td:617.4.S1S740 Fan:617-45I-2309 Fishers Island NY Consulting Engineers,RC, VAVWARTARCHrrECTS.Con1 JABNUt os S�In;ndi=cd Road APPROVED AS NOTED DATE: 1 1-9-2-3 B.P.# J_OD�� FEE 5 06. 00 B COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES 631-765-1802 8AM TO 4PM FOR THE AS REQUIRED AND CONDITIONS OF FOLLOWING INSPECTIONS: #r7a 5 q_0 DSOVIMZBA FOUNDATION-TWO REQUIRED ...SOUiI{OLDm PINING BOARD FOR POURED CONCRETE 520 ROUGH-FRAMING&PLUMBING MMMMM t�(pn _,'urI5A Ir cn�,YS,mc INSULATION � �� FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED Additional Certification May Be Required. I I , 12 CLAY-TILED 9 HIPPED ROOF TO MATCH HOUSE 9 TILE HIP CAP BEYOND - - I 2x6 CLG. JOISTS ® 16" O.C. -- -- _ __ 5/8" CDX PLYWD. �- j L - I 12 30# FELT BLDG. " � TOP PLSTEI1" Q6 PAPER SIMPSON 1 ROUND HURRICANE MOLDING r- r------------------------ r------•1 r------i r---------------------� r------i 12 TIES „ 1 1 1 3„ i i ! i 1 i 1 i --- N--- -- 2x8 RAFTERS, 16 1 „1 6-64 j 2'-7" 6-I4� 1 2,-�„I o CLAY TILES TO 6 O.C. i 2 -7 I 1 i i 2-7 I i i 1 i AF.1 1 ° i I 1 I 1 I 1 1 I I 1 1 MATCH HOUSE ROOF „ SCREEN SCREEN 1 c� w I o 1 1 I 1212 i i 1 PANELS PANELS i 1III 12'-1" i i i i .� o 1x6 V-GROOVE i 1 1 I 1 I 8 o c� k 5/8" CDX PLYWD. i I 1 i i 1 1 1 i 1 1 1 w ( o a LL 00 N EIW i• I I :L 1 1 I I I 1 I I I ^• L___-__J L___________ ___________J _____J L _____ L_____—_ ---J L---__J r ' I � COPPER DRIP 6 2 ------- I 11 II 11 II 11 II 11 11 II I II - -- - - - iii O z EDGE III I i i I i I I I 1 1 1 i I 11 11 11 11 11 1111 1 11 11 II 11 II 11 11 11-II II I1 II I�II 11-II 11 11 11 11 11 II N LL I I I I I I 1 I I I I I I 11 II II 11 II II II it II i 11 91 II 11 II II II it 11 II 11 11 II 1 11 II 11 II 11 II 11 11 11 11 Q (� 71 1 I I I I I I I I I I I I 11 11 II 11 I II I 1 I II II II II 11 II II II II 11 II 11 11 II II II 11 II II II 11 -2x12 @ 16 O.C. 1 I I 1 I I 1 I I I I I © I 11 II II 11 II 11 li ii II 1 ii II I II II II II II 11 II II 11 II II II 11 II II it 11 II II II 11 I I 1 I 1 1 1 I I I I I :I 11 II II 11 11 111 II 11 11 1 11 II 1 2 CDXif POST EXTENDS UP -__-- ----------- -----------1 1-_-_--' I____--' ---------------____-- ------' ------ LL11J I JLJLIL�LIL�1 �� -__-- I I II I Ili 11 II 11 11 11 11 II 11 I I I I I I 11 11 II II 11 I 1 1 1 I I I I TO FIN. ii ii II li ii ii ii CD II I I , II II II II 11 11 II II II fill 11 11 11 11 11 II 11 11 II II = iLL=LL-- -LJLIL-to'- TO J1 J1J1 JLJ L_L_ll_LL PLYWD. SHTH G. __ __------ --- ------- DE ---------- ----_-=I TO TOP PLATE ------- - --- _ cD 1 - - 5/4x CEDAR FASCIA till hill I EL: 00 0 I � U CEDAR CROWN 20 @ 16" O.C. 2x BLOCKING, CONTINUOUS -- -- — -- ---- �- -� l/ - - - - - - - - - - - NEW � 1 x CEDAR LVL HEADER, SEE I N -BRICK = _ WINDOW 1// _ E X I S I N G 1-0 FASCIA 5/4x CEDAR STRUCTURAL DWGS. WINDO QUOINS — -- " l>� - 1 11=III=III�L--1 t I�--l11l��IEI� 111 IIIII: 6"-1�" I 6'_1�" - FASCIA I { — CAST-IN-PLACE _ — — 6 6 -"� I III IT_I-III-III=III-III-III-II1=rttfi-+N=11�111 4 4 1 x6 V-GROOVE VERIFY GRADE — — — o - - :111=1 f(-� =111==1I 1=j 1=? = - CEDAR SOFFIT 1 _3 I ELEVATION ® s ,- .r.. "' �' = CONC. SILL __,- NEW - _ �" -III-IiI-III-III-III-Ili=III ! - STUCCO _ _ — -�-I I I_I I I /ir .4 `-•'' 1=III=III=I I I1 1=j I CEDAR MOLDING I - - STEPS — DOOR — - II--- I 11= 111 11111 II I-r-PfF- W/ 1 - I- --- ---- �-- I I 1=1 I I-1 11= i=i-_ =1 11=1 I I CEDAR MOLDING I — — 11=111=1I I I1=1I1=1I-1II -I I1=11 GRAVEL, CAP�W/ \ i " I - t l-III- III=11 t=III CONC. SLAB 5/4x CEDAR _ _ _ _ _ - - - - - - - - - - - - III=11I I-111=1 - FASCIA - 1�'�rJ 3/4"x2 1/2" CEDAR -I -_- 1 1/2" SO. SCREEN PANEL FRAME, I I III= CEDAR STOP NOTCH AROUND MOLDING 1 I I I I I % j j l III II = CEDAR MOLDING IL I IV CASEMENT I I 12.4112' 1" L L 12'•�1" 12'--31" " ES CASE EN _ L 2 6 3/4 x 6 3/4 FASTENER #066 I � EXISTING BRICK s STRUCTURE EXISTING BRICK SQUARE- COLUMN 6 STRUCTURE 1x BORAL TRIM SECTION SOUTH ELEV�TION EAST ELEVA ION ON NORTH — SOUTH SECTION EAST, — WEST OVER 5 1/4" PSL L�I ( I 5 3 POST SCALE:1/4"®1'-0° SCALE:1/4"-11-0" CHAMFI=R CORNER 1 I 1 9'-0" „ 7 01 COL. Td f III I TO HOUSE; — PROVIDE WIRELESS SWITCHING FOR 2'—7 OUTSIDE OF FIN COL. LIGHTS ON THIS CIRCUIT; VERIFY — or — W/ ARCH T. F P = CUSTOM CEDAR HANDRAIL I - -, I I I TRAY - -- CEILING -I _ x _ cfl ABOVE---,.,I 1 I 4/1/2 I III AF.1 1 W I ► ' I mod- 1 D i i � +-- d- 3 ST 5— NEW � --t--I CHAMFERED 1/4/ 4/PSL CORNERS — p — - -- - - - I I ' I I I I �- —1 .p GAZE36 I I I POST � COLUMN BASE IPE DECKI G I x IVES CASEMENT -� l I 1 1 x BORAL BELOW 1+7 ( L______ ' FASTENER #066 CASING J / - _ I 1 _ I — — — — —CUSTOM CE AR I ii 5 1/4" SQ. PSL i 1 1 i i I I RAILING I I N POST CLAD W/ 1 x 1 1/2" SQ. CEDAR I i 1 - I i ELECTRICAL SYMBOL KEY x X - __ -_-_ x _ _ - BORAL TRIM SPINDLES ' ------__ '_ ________ ' SYMBOL PLAN DETAIL OF COLUMN " COLUMN I i 1 IL I 1 21-�" 6 x6 3/4 CEILING FIXTURE (SURFACE) 12' 2'{ - MN FRAME TO FRAME CUSTOM CEDAR BOTTOM RAIL000 4 I PORCELAIN SOCKET (SURFACE) 5/4x4 DECKING, _CEDAR BASE BLIND FASTENERS- - P PaTHwaY ucHT I 4 1 �ii 3/4 x2 1/2 SCREEN TAPERED 2x P.T. \ RI IRRE� — FRAME, NOTCH ® BOT. — -_� I ST FLOOR PLAN CEDAR BOT. RAIL DUPLEX RECEPTACLE OUTLET SLEEPER — CORNERS TO FIT OVER I I I I I I MEMBRANE / BASE _ - DUPLEX RECEPTACLE OUTLET 2 SCALE:1/1,-1'-0" / — L L — — L 1 WATERPROOF X X X l - - - 1 swlrcH 12'-3 ' 1 x CEDAR X -X_ _- -- -- - - --- =--= - - -- - - - COL. BASE - FASCIA x COPPER --3/4" CDX I I I STRUC U BRICK DRIP EDGE INSECT PLYWD. I L - - - - - - - - - - - - J _ _ _ _ _ _ _ _ _ _ _ _ _ _ FLASHING SCREEN'G ON --TAPERED 2x1O I I Ir CEDAR CROWN TOP OF FLOOR JOISTS -- - SLEEPERS 1x CEDAR COLUMN 1 FASCIA CONC. I j NEW 2 8 WEST ELEVATION _ FORTIPIERS { / WINDOW PRES. TRTD. 2x8 7 7 2 1/2" CEDAR " SILL 1 1/2"x 3" CEDAR SCALE:1/4"-1-��^ Y 35 Y DOOR JAMB I DENTIL MOLDING 1/2" ANCHOR AF.1 5/4x CEDAR BOLT, MAX. 48" �� - _ 3 �* I NEW DECK _ - - NEW O.C.; GROUT INTO I PIERS s - - OOR- -I- -- - FAaCIA MASONRY WALL 1 CEDAR MOLDING EXISTING MASONRY W 2"BECAEDDAR STOP NEW WRAVEL IL & 5/4x CEDAR WALL / I - 1" 1 CONC. SLAB FASCIA BLOCKING AS 5/4 x SCREEN REQ'D. DOOR STILES RAILS WINDOW JAMB & STOP Q HEAD, ABOVE\ ,_�,aaavaeeppteA�l��I�P.,O A�Cy,Tf�sai - - - - - - - - - - — — — �+ ,' .o.°• j rJ ^, F��• AF.i LINE OF * . nn P,, 4 T O�TU F U , ° � • .L i•r w' a +7�• r,`�J;J`• ':••':::: ♦.®e OUivDATION PLAN SEP — � 2023 WALL SECTION DETAIL PLAN AIL @DOOR @8, .r � �� °R :D8 - SCALE: =1-c"� SCAT a° r-o° •.� rl+t c1m1.b�` +taeaet- (DiSIC ALE:1/1"-I'-0" Bultding Depnrtment Town of Southold TITLE DRIB ISSUE DRAWN CHECKED ELEVATIONS,PLANS, 7/31/10Y0 CONSTRT TCT' CM TDA A-�,SL ARCHITECTS WILMERDING PUMP HOUSE o s, " FISHERS ISLAND NY SECTIONS DETAILS ��• 262 Washington Street 2nd Floor Boston MA 02108 JOB NUMBER SCALE 617-451-5740 ARTarchitects.com 1617 VALUES a I GENERAL STRUCTURAL NOTES REFERENCE IS MADE BUILDING DESIGN LOADS TO DRAWINGS UPON WHICH LIVE LOADS GNCB CONSULTING ENGINEERS, P.C. WORK IS BASED: WOOD RESIDENTIAL y ARCHITECTURAL DRAWINGS FLOOR LIVE LOAD: 40 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) BY: AR&T ARCHITECTS SNOW LOADS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT r 262 WASHINGTON STREET STRESSES: `� 2ND FLOOR BOSTON MA 02108 GROUND SNOW LOAD, Pg =20 PSF FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1, 035 psi �. BENDING, SINGLE USE Fb = 900 PREPARED FOR: WIND LOADS TENSION PARALLEL TO GRAIN Ft = 575 WILMERDING PUMP HOUSE COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 FOLLY WIND EXPOSURE CATEGORY: D SHEAR PARALLEL TO GRAIN Fv = 180 FISHERS ISLAND, NY BASIC WIND SPEED = 120 MPH COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 MODULUS OF ELASTICITY E = 1,600,000 GENERAL 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL PER MANUFACTURER'S RECOMMENDATIONS. RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AND OTHERWISE. EXISTING CONDITIONS IN THE FIELD. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR MULTIPLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS, 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS UNLESS OTHERWISE NOTED: NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. LAMINATED VENEER LUMBER(LVL) 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY BENDING, SINGLE USE Fb = 2,600 FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. HORIZONTAL SHEAR Fv = 285 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 WIND AND OTHER LATERAL FORCES. PARALLEL TO GLUE LINE TENSION STRESS Ft= 1,555 FOUNDATIONS PARALLEL STRAND LUMBER(PSL) 1. THE NEW WOOD FRAMED SUPERSTRUCTURE IS TO BE SUPPORTED ON THE COLUMNS EXISTING MASONRY FOUNDATION WALLS . MODULUS OF ELASTICITY MIN E = 1,800,000 = 2 400 2. NOTIFY GNCB FLEXURAL STRESS Fb ENGINEERS DURING EXCAVATION TO VERIFY SOIL COMPRESSION PARALLELTO GRAIN Fc = 2,500 CONDITIONS AT FOOTING LOCATIONS. 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. SEE TYPICAL DETAILS. EXISTING ADJACENT GRADE. 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 4. AT INTERIOR SLAB ON GRADE AREAS,ALL SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS TO BE REMOVED. EXISTING STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS 8. ALL EXPOSED FRAMING TO BE PRESSURE TREATED WOOD. RECOMP,4CTED. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF 9• ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, 1 SLAB SHALL BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRED. OR OTHER FINISH APPROVED BY ENGINEER. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. REINFORCED CONCRETE a 1 1. ALL CAST IN PLACE CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE i INSTITUTES SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS: NAILING SCHEDULE FOOTINGS/FOUNDATION WALLS 3,000 PSI SLAB ON GRADE 4,500 PSI CONNECTION NAILING 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 JOIST TO SILL OR GIRDER,TOE NAIL 3-8d 4. GAP BARS 48 BAR DIAMETERS WHERE REQUIRED. BRIDGING TO JOIST,TOE NAIL EACH END 2-8d 5. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc ! ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR TOP PLATE TO STUD, END NAIL 2-16d SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN STUD TO SOLE PLATE,TOE NAIL 4-8d POSITIONS INDICATED. DOUBLED STUDS, FACE NAIL 16d AT 24"oc 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc INDICATED SHALL BE: TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d CONCRETE POURED AGAINST EARTH 3" CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc CONCRETE POURED IN FORMS, BUT ALONG EACH EDGE EXPOSED TO EARTH OR WEATHER: CEILING JOISTS TO PLATE,TOE NAIL 3-8d a. BARS#5 AND SMALLER 1-1/2"b. BARS LARGER THAN#5 2" CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d 3D VIEW CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d i RAFTER TO PLATE,TOE NAIL 3-8d i BUILT-UP CORNER STUDS 16d AT 24"oc 2-2x FRAMING BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP , PER PLAN AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 1/2" DIA.ANCHOR SIMPSON LSC PLYWOOD: BOLT WITH ADJUSTABLE STRINGER HANGER 3"x3"x.229" APA-RATED PLYWOOD PLATE WASHERS FLOOR SHEATHING U.N.O. 3/4"TONGUE AND GROOVE 8d i / CUT 2x FOR STEPS 0° 2-2x6 WITH MAINTAIN 5' 1/2" MIN STRINGER AS SHOWN ROOF SHEATHING 5/8" 8d \ G SIMPSON LCB POST BASE WALL SHEATHING- 8d 9 TO PIER STAIR TREADS& RISERS&HANDRAIL 2"MIN SIDE COVER /NOTES: &GUARDRAIL PER ARCHT SCHEDULE BASED UPON COMMON WIRE NAILS. ,� LS50 LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. M 1 �p� CLIP SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. _ 17 SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED _ FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. I I 12"DIA SONOTUBE FORMED COMMON WIRE NAIL DIAMETERS CONCRETE PIER REINF. W/145 BAR VERTICAL 6d 0.113" POST INSTALLED +STD HOOK AT CENTERLINE BOTTOM OF FTG o 8d 0.131" HILTI ANCHORS INTO EXG MASONRY T-0"MIN BELOW 10d 0.148" 6" 6" ADJACENT GRADE 12d 0,148" 16d 0.162" TYPICAL ANCHOR BOLT DETAIL 20d 0.192" NOTES: ..j o 1. PROVIDE MINIMUM 7" EMBEDMENT. .00, 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". 3. MIN.2 BOLTS PER PLATE. 6" 1'-0" 6" CLEAR COVER 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD OF SILL PLATE. .-� 3-#5 BARS @16"oc 245 BARS BOTTOM 0 2'-0" CONT. CONC FTG E FOUNDATION -ANCHOR BOLTS TYPICAL FRAMING DETAILS 0 N TITLE DATE ISSUE DRAB CHECKED M •: �:• 1358 BOSTON POST ROAD A, R (X 1 WILMERDING PUMP HOUSE FOLLY GENERAL NOTES & TYPICAL DETAILS I 1/06/2019 CONSTRUCTION PHASE JJS/RLB CCB/RLB F olsoAYBo©KARCHITECTS, INC. 07/31/2020 REVISIONS 7 � CONNECTICUT 06475S100 PHONE: 860 388 1224 262 WASHINGTON STREFr,BOSTON,MA 02108 ti Consulting Engineers, P.C. GNCBENGINEERS.COM Tel: 617-451-5740 Fax:617-451 2309 Fishers Island, NY 17v'NVXV.ARTARCHITECTS.COAI JOB NUMBER SCALE v 19205 As indicated I i TYP. I Al I I I I I I I I I 1/4 x 5 1 I I I I I I J� I I I I I I I -...-. _5/8"PLYWOOD ROOF u I I �OSL POST I I I I I I I I I I I SHEATHING Lj IIL — (3)1 1 3/4x9 1/?�nl VLIII Jill I I — \\II 11111 — — III — 11I — 1�1 — — III — III — �11 11/ j — II 11111 III III III III III III II /r _ LA 11f11� ly I I I I it _— _— EDGE OF 5/8., — I I— — PLYWOOD ROOF I II II rr — — — SHEATHING = _ — II 2x6 WOOD STUD WALL _ _ _ _ � / STUB WALL ON TOP OF _�_ I = — — �0'Si I I I I I �p �c - _ _ -r- _ — — LVL PERIMETER BEAM 1 c~n I I 2x6 WOOD STUD WALL I 00 2x6 @ "cc 16 v I I _ \ ON TOP OF LVL �— =T =I — PERIMETER BEAM — — \ I I � — - — — — — I J I U x N I I S2.1 \ u // 6x6 STUB P ST I - — --— - - P - - = — L2x4@16"0 N — S2.1 ABOVE—I— S2.1 2x8@16"oc— — — — — R ER5 I N \ RAFTER,TYP. I I I / r \ \\ / --� - - - it - - - -� - \\ — — - - rQ II II l \\ — -_ _ - - I � r �• II II II � \\ 3 1/2"x3 1/2" PSL \ __T]_ _r_= =I= — _ - DIAGONAL BRACE _ — r r I I I I I I I I \ \\ —T — — — — _ CENTERED ON POST,TYP. I I I I I I I I I - - - H 111 111 119 II1 _I _ — — �' I IF IF 119 101 \IMF = = n n =jF111 III 2x6l�OOQ STUbl'ALL _ III _ III_ _ I I I I_ I j — I III 1 I III III III I 1 I III I I I I I I \ 51/4 x5 1/4" I III ST 1 1 1 — (3)$3/4x9 1/21"ILVL I I I I I 5 1/4 x 5114 1 1 III 11 1 I I 3 PER PSLPCORNERPSL POST `11 ilu I II Pam — i I I I I I I II II II II Il Il II II II II II II it II II 11 II II : AND CEILING FRAMING PLAN n ROOF FRAMING PLAN 3 1/2" == 1'-0" 1/2" = 1'-0" 12'-3 1/2" 5 1/4 x 5 1/4 2x8 BLOCKING @ EDGE OF EXISTING MASONRY PSL POST 2 FT cc DECKING PER FOUNDATION/LOWER LEVEL ARCHT i —+ — - - - - EDGE OF EXG OPENING 2 5/8" — _2'-7"_ — — — — _ _ _ _ — _ _ — — — — PLYWOOD FLOOR r h— TY — I r — TT71 SHEATHING I I I —cw —WALL—L — j —— — — — — - BELOW — AL GN POSTS CONCRETE FLOOR SLAB ON CC NCENTRICALLY GRADE I I I WALL TJI 1 1 WI FH CONC PIER OUTLINE OF REMOVE ANY TOPSOIL,AND ANY I� ( BELOW I TYP 2x10 TAPERED @ I ( \ 1001 STAIRS ABOVE OTHER UNSUITABLE MATERIAL TO I IN I 16"cc EXPOSE NATURALLY DEPOSITED M =1'-3" $ — — - - - - _ _ —�— _ _ _ _ _ $ _ _ r i INORGANIC SAND/GRAVEL I 2 1/4 I Iv�� - I \WALL _ _ h I _ _ _ _ _ _ _ _ _ _ _ _ I BELOW I I 2x STRINGER77- RISERS/TREADS (3)21x 10 TAPERED ~o I — HANDRAILS/GUARDRAILS L J Z I — — — — — — — GO I PER ARCHT z I I I I I I (3)2x10 TAPERED — - — _ — ' I 1 ! w 1 —_ — DIN — — —� — — — a S2 1 I N CANT'L—I I S2.1 2x STRINGER I I Nil — — — — — — — — 0° — — — — — — — — — — aXo 3 2 0 TAPERED x1 04 CONFIRM D MENS ONSAIR WITH w I I I v l l II I —ARCHT DVJGS TO I I — — — — -' — — — — — — — — — 1— — LOCATE PIERS I 1 1 1 (3)2x10 TAPERED— — — — _ — — — 2x STRINGER = _ 7 _ _ _ _ = — _ _ �— \_ I 1/4"PER FOOT TAPER DIA. SONOTUBE I lk FORMED CONCRETE WALKWAY TAPERED END OF JOIST I �l PIER ON FTG SEE TYP DETAILS I i = _7 1/4" MIN., TYP: 2 0 2 FT x 6 FT x 1 FT D STAIR FRAMING I ( I DINLEVEL I DN l - + - - X - n CO C FTG SEE TYP. FRAMING I RISERS/TREADS — — -`- — — — — — — — — — =REFER TO ARCHT DWGS — $ — DETAILS FOR STAIRS HANDRAILS/GUARDRAILS L PER ARCHT I 1 — — — — — — — — — �— — FOR DIMENSIONS 04 OUTLINE OF I M I - 2'-7 - - -WALL _ --�-- .a BUILDING ABOVE I —- BELOW - - c , u- _ _ - u- _ _ - u- _ _ �L = _ _ - _ - - U - EXG OPENING - - - - - - - - - - - - - - - - - - - - -I E 2x8 BLOCKING @ rn 2 FT cc c 1ING LOWER LEVEL PLAN MAIN LEVEL FRAMING PLAN 1/2" - 1 -0 U 1/2 1 -0 x TITLE DATE ISSUE DRAWN CHECKED •;;; ;• 1358 80STON POST ROAD A R & T WILMERDING PUMP HOUSE FOLLY MAIN, SAVE AND ROOF FRAMING 11/06/2019 CONSTRUCTION PHASE JJs/RLB CCB/RLB o •� POST OFFICE BOX 802 07/31/2020 REVISIONS v ,> % OLEJ SAYBROOK ARCHITECTS, INC. PLANS CONNECTICUT 06475 PHONE: 860 388 1224 262\VASHINGTON STREFr,BOSTON,MA 02108 Consulting Engineers, P.C. GNCBENGINEERS.COM Tel: Fi17-451-5740 F:��c:G17-lil 1309 Fishers Island NY «'N1'\V.ARTARCHITECTS.001N1 JOB NUMBER SCALE 19205 1/2" = 1'-0" I 1/2"DIAA307 BOLTS WASHERS REQUIRED. BOLT HOLES 9/16" DIA. MAX. MIN. END DISTANCE 6". En STRAP ACROSS RIDGE O m I FROM HIP TO HIP W ~o - - _ LSTA24-FASTEN `V Q- - DIRECTLY TO FRAMING LVL'S 2'-0" LSSJ ADIUSTABLE LIGHT CLG JOIST\ 2x6 @ 16"oc SLOPEABLE/SKEWABLE JACK HANGERS TO HIP,TYP. �Q' 6x6 MULTI MEMBER LVL CONNECTION y+�SIMPSON \e STUB POST SIMPS� HURRICANE TIE H2A ON TOP OF LVL 2x6 WOOD STUD WALL EACH RAFTER TO PERIMETER BEAM PERIMETER BEAM 0 STRAP STUD WALL TO LVL AT 16"oc H8 TIE 4 TOP OF Z�A WALL PLATE - - - — - - — - — - - - - - - - - - — - 11! III - - - - - - - - -ELEV. 108'-11" -- I J— — I—CO — — 1— — I— — — U (_ U U— ll — U —U_= U .— — UJ U -I - - N - - N�-°4" 4�'°4,�4"° rN - HH6 HARDER (3) 1 3/4x9 1/2"LVL HCP HIP CORNER PLATE HEADER TYP. c' iv AT CORNERS,TYP. LVL BEAM TO CORNER POST FASTEN PLYWOOD TO LVL AND STUD WALL 8d COMMON WIRE NAILS FROM EACH SIDE �- INFILL LVL&STUD WALL (3)1 3/4x91/2"LVL HH6 POST CAP NAIL INTO TOP&BOTTOM PLATES AT 16"oc BETWEEN POSTS AT CORNERS PERIMETER BEAM AT INBOARD NAIL INTO LVL-2 ROWS ui POSTS F- SEE MULTIMEMBER LVL CONNECTION 2x6 STUD WALL ATOP PERIMETER BEAM + 1/2" TYPICAL I'ETAIL PLYWOOD SHEAR WALL, BOTH SIDES, - _ L-V _ _ _ - L _ _ _ FULL PERIMETER '1z �� /, Off` ATTACH 2x10 HIP TO - '` 6x6 STUB POST WITH 2 7 SIMPSON LRU21OZ SLOPED RAFTER ADJUSTABLE POST CONNECTOR BASE ABA66Z 1 - - 6x RISERS,TREADS FULL HT ANCHORED INTO S2.1 2x8 RAFTER 2x8 RAFTER HANDRAILS&GUARDRAILS POSTS AT TOP OF WALL PER ARCHT 4 CORNEfv TYP ATTACH 2x8 RAFTER s - 2x8 HEADER TO HEADER WITH 3-12d NAILS EACH SIDE SEE STAIR FRAMING SIMPSON LRU210Z / � � � INTO HIP TYP DETAILS RIPPED 2x4 2x BLOCKING 3)2x8 SLOPED RAFTER_ / �,Z�Q �'+ -OFFSET NAILS ON FLAT SLEEPERS BEYOND CONNECTOR- - - ��'�� 0�� - -OPPOSITE SIDES OF ON TOP OF PLYWD 5/4 IPE DECKING MEMBERS - - - - - - - — - - - — - —- — - - - — - - MAINLEVEL- 7 kI 100'-0" 00 ----3/4"T&G PLYWOOD FLOOR 04 Li U U U U SHEATHING (3)2x8 u (3)2xl0 TAPERED 3" MIN. I JOISTS EXG MIN DEPTH OF JOIST 2x10 PT SILL PLATE II I I OPENING TO BE 71/4" REFER TO ARCHT'S DETAIL FOR PLATE OVERHANG 2 HIP ROOF CENTER ATTACHMENT I z 1'-0" z IL I o 0 x w I PRE MOLDED I T__'CONC SLAB FILLERj SEE TYP DETAILS - - - - - - - - - - - - - - -- - - - - - - - LOWERLEVEL -x—X—x—K x—X —X—x—x—x—x x—x— _ x x—x—x- = - - 91'-10 1/2" POW J i r J - T � EXG BRICK FOUNDATION WALLS A L C C w c E v: ection y TITLE DATE ISSUE DRAWN CHECKED h WILMERDING PUMP HOUSE FOLLY 11/ 1/2 2019 CONSTRUCTION PHASE s/aL6 CCB/RLB •;•;• ';• 1358 BOSTON POST ROAD A, R & TSECTION -11 o ' rf�� ••%% POST OFFICE BOX 802 07/31/2020 REVISIONS OLID SAYBROOK ARCHITECTS, INC. C77A �/ CONNECTICUT 06475 PHONE: 860 388 1224 262 WASHINGTON STREET,BOSTON,MA 02108 GNCBENGINEERS.COM Tel: 617-4.51-5740 Fax: 2309S2 ,91 v Consulting Engineers, P.C. Fishers Island , NY JOB NUMBER SCALE 11V'NVW.ARTARCIIITECTS.CON1 19205 As indicated I I