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HomeMy WebLinkAbout50015-Z ` 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#: 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: ReservoirRd, Fishers Island ...._ ....... ... ............. .... ..... _. SCTM #473889 Sec/Block/Lot# 9.-9-3.1 Pursuant to application dated 9/4/2022 and approved by the Building Inspector. To expire on ®_ _510/2025.....�. Fees: AS BUILT-ACCESSORY $468.00 CO-ACCESSORY BUILDING $100.00 Total: $568.00 Building Inspector r y" TOWN OF SOUTHOLD—BUILDING DEPARTMENT el Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https:flwww soqtholdtowgMLggv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: ,� P �, Applications and forms must be filled out in their entirety.Incomplete ,,UH-MND DEPf applications will not be accepted. Where the Applicant Is not the owner,anI � a°QLD 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#:860-912-9537 I Email:mark@bdrrusa.com Mailing Address:PO Box 447 The Gloaming Fishers Island NY 06390 CONTACT PERSON: Name:Mark Richards Mailing Address:PO Box 447 The Gloaming Fishers Island NY 06390 Phone#:860-912-9537 Email: Mark@bdrrusa.com DESIGN PROFESSIONAL INFORMATION: Name:AR&T Architects Mailing Address:33 Union Street 4th Floor Boston Ma 02108 Phone#:617-451-5740 Email:ARTarchitects.com CONTRACTOR INFORMATION: Name:BD Remodeling Mailing Address:PO Box 447 The Gloaming Fishers Island NY 06390 Phone#:860-921-9537 Email:mark@bdrrusa.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ARepair ❑Demolition Estimated cost of Project: El Other rebuild folly on existing foundation $175,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION 1,, Existing use of property:single family Intended use of property:screen porch I Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to R_80 this property? ❑Yes ligNO 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): rk Richards WAuthorized Agent ❑Owner Signature of Applicant: Date: 9/1/2022 STATE OF NEW YORK) SS: COUNTY OF S ''o 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 or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .se,y�eit e,, , 20�� •.' _ r JASONM'Ff 1C Quer:ed in Suffolk County — o NGWi);P c S of Ncv✓Yc,i, _ Z "G 9�°i �Utlfr� rsSEh+ di q) -, � C, FQEOWNER ER (Where the applicant is not the owner) Alex Wilmerding residingat4997 Equestrian ave Fishers Island do hereby authorize Mark Richards to apply on mybWa�/I,,the/To/wn of Southold Building Department for approval as described herein. ,, 9/1 /2022 Owner's Sa Date Alex Wilmerding Print Owner's Name 2 BOARD MEMBERS °° " "`pry Southold Town Hall Leslie Kanes Weisman,Chairperson S1y�^ .k. 53095 Main Road-P.O. Box 1179 Patricia Acampora �� "" Southold,NY 11971-0959 Eric Dantes Office Locatt : Robert Lehnert,Jr. Town Annex/First Floor 54375 Main Road(at Youngs Avenue) Nicholas Planamento % Southold,NY 11971 co f http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 EXTENSION DETERMINATION Regular Meeting of October 5, 2023 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 Afthe Board: Ayes: Members Weisman(Chairperson),Dantes,Acampora, Planamento and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved forfiling td / 6 /2023 BOARD MEMBERS ���� Southold Town Hall Leslie Kanes Weisman, Chairperson �� Sr 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes 01'ice L catior't,' Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento .� 54375 Main Road(at Youngs Avenue) � �ou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS 71 , TOWN OF SOUTHOLD ) Lt= Tel. (631) 765-1809 EXTENSION DETERMINATION Regular Meeting of October 5, 2023 al�1 ba7 n,"! 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 13A51 S 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 HEARINQ: 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"1 HE 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. S'[IBJEC"1"TO THE 1nOLLOWIN CONDI"PIONS: 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 the Board: Ayes: Members Weisman (Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) t , Leslie Kanes Weisman, Chairperson Approved for filing/,) / 6 /2023 BOARD MEMBERS Southold Town Hall Leslie lanes Weisman,Chairperson »��0� so /', 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes a, Town Annex/First Floor, Robert Lennert,Jr. qc 54375 Main Road(at Youngs Avenue) Nicholas Planamento � Southold,NY 11971 \v73 D http://southoldtownny.gov " '"""C E I VE D ul� BOARD OF APPEALS �i {� I�m ZONING & � � g V� 4 % � TOWN OF SOUTHOLD MAY 1 019 Tel.(631.)765-11809•Fwx (631)765.9064 U. A4 Oold TOWN OF � STown Clerk FINDINGS, DELIBERATIONS AND DETERMI.NA 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 SEQ A DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ATS ISTRATI"VE 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 PROPER"I 1 C I`SECIZI;P 1`101"1; 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 W and is located within a Coastal Erosion Hazard Area as described in the LRP Coordinator's response. BASIS OF APPLICATI+ N: 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 minirnurn rear yard setback of 25 feet; at: Reservoir Road, (Adj. to Hay Harbor) Fishers Island, NY. SCTM41000-9-9-3.1. RELIT F REQIJESTI : 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 lbet. 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 ft QRMAI'ION: 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 "`fown 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 FS R 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-b3 b I . 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 x'267-b 3)(!))(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 LaNy 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 Lave $267 b 3 ( . 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 a .. 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 wwn 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 267-13, 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. SJRJECT TO"I 14E FOLLOWING LOWING C ITIO 1S: 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 andlor 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. Page 4,April 25,2019 #7259 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 XXV, 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 lanes Weisman, Chairperson Approved for filing /,4 /2019 Glenn Goldsmith, President r4so�r� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 AL Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COUNTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 20, 2023 Jacob Albert A R &T Architects, Inc. 33 Union Street, 4th 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 18, 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- 4&-,-�_ Glenn Goldsmith President, Board of Trustees GG/dd APPROVED BY BOARD OF I RUSTEES TOWN OF SOUTHOLD DATE � l g � ZoZ3JL — 12 12 TOP PLATE � -- 6 EL: 108-11: - - - - - - - - - - F — - - - - - - - — — NEW o N N ,fl '119 Li 1,1 TOM OE t�� ft tt�tt tttf iIf t 1f I am x EL: 00' on At! Li — — — — — — — — — — I EXISTING -0 I f 'IT I I� f f tf � � '& 6t-14" 6t_14" I AL—PfT-W/ I I GRAVEL, CAPS CONC. SLAB I IM .° k 1 nt—�s EXISTING BRICK STRUCTURE SECTION EAST - WEST SCALE:IN-1'-0' 91-0" 100 OL. TO — OUTSIDE OF FIN COL. — NYSIFPO Box 66699,Albany,NY 12206 New York State Insurance Fund nysif.conl CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 760644425 LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 a SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BD REMODELING&RESTORATION NY LLC TOWN OF SOUTHOLD BUILDING P 0 BOX 447 DEPARTMENT FISHERS ISLAND NY 06390 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z 1315 495-0 1 455741 04/01/2022 TO 04/01/2023 03/01/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1315 495-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,I SURANCE FUND UNDERWRITING VALIDATION NUMBER: 268671155 111111111111111111 mill HOUR am EN gailsBititill 11I1I1II1111IqIII1118Bs01111111N11111111[1111s11itill 91�I 00000000000101883900 u Form WC-CERT-NOPRINT Version 3(08/29/2019)[WC Policy-13154950] U-26.3 21 [00000000000101883400][0001000013154950)1##Z][15B35-38][Cert✓NoP-CERT 1][01-00001] ) Nefdr\�r___1 L4_ 711 I Ate" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYY`) 12/8/2021 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(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer flights,to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAMEr New York Risk Solutions, Inc. PHONEFAX 150 Broadhollow Rd. 631mm673-1800 No:631-573,'t801 EMAIL Suite 355 ss certific.BtesOnyrisksaiulnons.com__ Melville NY 11747 INSURERS AFFORDING COVERAGE NAICS INSURER A.Crum&Forster Indemni Co. 31348 �. - INSURED BDREM-1 INSURERS:James River Insurance Company 12203 BD Remodeling&Restoration NY LLC INSURER C:Evanston Insurance Company 35378 1420 The Gloaming Fishers Island NY 06390 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:997397758 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 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. ILTIZ TYPE OF INSURANCE ADD SU ,R POLICY NUMBER 11 POLICY EFF POLICY EXP LIMITS C I X COMMERCIAL GENERAL LIABILITY MKLVIPBC002032 10/3/2021 10/3/2022 EACH OCCURRENCE $1,000,000 CLAIMS-MADE L -'OCCUR PREMISES Eo occur en $50,000 X ' CONTRACTUAL LIAB MED EXP(Any one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO` PRODUCTS-COMP/OP AGG $1,000.000 POLICY1XI JECT �LOC OTHER: $ A AUTOMOBILE LIABILITY 133-7487966 12/12/2021 12/12/2022 a 8 eBI�E 5 N LE L M' $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ OWNED _ SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED �OPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY X HIREDAUTO X NON-OWNED $ C UMBRELLALIAB X OCCUR MKLVlEUL103061 10/3/2021 10/3/2022 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADEAGGREGATE $5,000,000 DED RETENTION S - $ WORKERS COMPENSATION ER AND EMPLOYERS'LIABILITY Y/N PTATUTE __ ANYPROPRIETOR/PARTNERIEXECUTIVE N/A E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ II es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT B EXCESS AUTO 00108337-01 10/3/2021 10/3/2022 OCC./AGG. $5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more spars Is required) CERTI'F'ICATE 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 BUILDING DEPT. PO BOX 1179 AU ORIZEDREPRESENTATIVE SOUTHOLD NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD GENERAL STRUCTURAL NOTES REFERENCE IS MADE BUILDING DESIGN LOADS TO DRAWINGS UPON WHICH GNCB CONSULTING ENGINEERS, P.C. LIVE LOADS WORK IS BASED: WOOD RESIDENTIAL. ARCHITECTURAL DRAWINGS FLOOR LIVE LOAD: 40 PSF 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) BY: AR&T ARCHITECTS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT 262 WASHINGTON STREET SNOW LOADS STRESSES: 2ND FLOOR GROUND SNOW LOAD, Pg=20 PSF BOSTON,MA 02108 FLATlSLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF BENDING, REPETITIVE USE Fb = 1,035 psi 1 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. 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE _ RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN , F IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. OTHERWISE. I' 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS AND 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR MULTIPLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. EXISTING CONDITIONS IN THE FIELD. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES SEF' P t ?n�� 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 _ C? {QLD AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY MODULUS OF ELASTICITY, MIN. E - 2,000,000 psi FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO BENDING, SINGLE USE Fb = 2,600 METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, HORIZONTAL SHEAR Fv = 285 WIND AND OTHER LATERAL FORCES. COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 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 MODULUS OF ELASTICITY MIN E = 1,800,000 EXISTING MASONRY FOUNDATION WALLS. � -- 2. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL FLEXURAL STRESS Fb 2,400 CONDITIONS AT FOOTING LOCATIONS. COMPRESSION PARALLELTO GRAIN Fc = 2,500 3. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0"BELOW EXISTING ADJACENT GRADE. 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. SEE TYPICAL DETAILS. _ 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE 4. AT INTERIOR SLAB ON GRADE AREAS,ALL SURFACE TOPSOIL DEBRIS AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. ANY OTHER UNSUITABLE MATERIALS TO BE REMOVED. EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PROVIDED IT IS 8. ALL EXPOSED FRAMING TO BE PRESSURE TREATED WOOD. ' RECOMPACTED. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF 9• ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, SLAB SHALL BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRED. OR OTHER FINISH APPROVED BY ENGINEER. 1 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: FOOTINGS/FOUNDATION WALLS 3,000 PSI NAILING SCHEDULE 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 GRADE 60. BRIDGING TO JOIST,TOE NAIL EACH END 2-8d 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. i 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d AT 16"oc 1 ONTHE 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 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 SIMPSON LSC EACH SPLICE 1/2"DIA.ANCHOR PLYWOOD: BOLT WITH ADJUSTABLE STRINGER 3"x3"x.229" �� HANGER APA-RATED PLYWOOD PLATE WASHERS i l FLOOR SHEATHING U.N.O. ��, 3/4"TONGUE AND GROOVE 8d i CUT 2x FOR STEPS ROOF SHEATHING 5/8" 8d 2-2x6 WITH MAINTAIN 5 11/2"MIN STRINGER AS SHOWN SIMPSON LCB POST BASE WALL SHEATHING- 8d TO ERSTAIR TREADS&RISERS& HANDRAIL 2"MIN SIDE COVER Z &GUARDRAIL PER ARCHT NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. ,�A° LS50 LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. =p., CLIP SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. 4 SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED --- FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. _ -= 12"DIA SONOTUBE FORMED COMMON WIRE NAIL DIAMETERS CONCRETE PIER RE1NF. W/145 BAR VERTICAL 6d 0.113" POST INSTALLED +STD HOOK AT CENTERLINE o BOTTOM OF FTG 8d 0.131" HILTI ANCHORS INTO EXG MASONRY T-0"MIN BELOW 10d 0.148" 6" 6" co ADJACENT GRADE 12d 0.148" 16d 0.162" TYPICAL ANCHOR BOLT DETAIL 20d 0.192" NOTES: q - 1. PROVIDE MINIMUM 7"EMBEDMENT. 2. MAXIMUM PERMITTED HOLE SIZE FOR ANCHOR BOLT IS 9/16". 3. MIN.2 BOLTS PER PLATE. CLEAR COVER 4. ANCHOR BOLT TO BE INSTALLED WITHIN MIDDLE THIRD OF SILL PLATE. 3-#5 BARS @16"oc 6" 1-0 6" 245 BARS c. BOTTOM 2'-0" CONT. L4> CONC FTG �c r r' r, FOUNDATION -ANCHOR BOLTS TYPICAL FRAMING DETAILS n r� n N TITLE DATE ISSUE DRAWN CHECKED •' r C, "�w A R & T WILMERDING PUMP HOUSE FOLLY GENERAL NOTES &TYPICAL DETAILS 11/06/2019 CONSTRUCTION PHASE JJS/RLB CCB/RLB c � •••„• 1358 BOSTON POST ROAD ,A"��" �S CU T/S Y � !} ,} ••� POST OFFICE BOX 802 OLID SAYBROOK Z ARCHITECTS, INC. 07/31/2020 REVISIONS CONNECTICUT 06475 PHONE: 860 388 1224 'r 262 WASHINGTON STREET,BOSTON,MA 02108 Consulting Engineers, P.C. GNCBENGINEERS.COM 83685 Td:617451-5740 Fax:617-451-2309 Fishers Island NY WWW.ARTARCHITECTS.COM JOB NUMBER SCALE oFFSSIONP� 19205 As indicated 11 ITYP. I I II 11 11 11 11 11 I . 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SONOTUBE I I FORMED CONCRETE WALKWAY I TAPERED END OF JOIST PIER ON FTG SEE TYP DETAILS I I i- =7 1/4"MIN.,TYP.- _ _ _ - _ -I 2 FT x 6 FT x1 FT D STAIR FRAMING 2' 0" I I I I DN � LEVEL I DN x x 1 CO C FTG SEE TYP. FRAMING RISERS/TREADS - - - - - - - - - - DETAILS FOR STAIRS HAND RAILS/GUARDRAILS -REFER TO ARCHT DWG- - -:FPER ARCHT I ICID "_ _ _ _ _ _ _ _ _ _ �- _ FOR DIMENSIONS OUTLINE OF I I M I I 2'-7 BUILDING ABOVE I 2 = - =WALL - I I I eEL0,,! - -- - - ' l- � - �• I I FT- = - - I,- - - -FT- - - �-r - - -TT - - - - � I II — EXG OPENING L - - - - - - - - - - - - -� - - - - � - - - - - - - _j ' 2x8 BLOCKING @ 2 FT oc s, :-XISTING LOWER LEVEL PLAN 116-11" a n MAIN LEVEL FRAMING PLAN v1/2" = 1'-0" U 1/2" = 1'-0" OF NF TITLE DATE ISSUE DRAWN CHECKED .•:-. 1358 BOSTON POST ROAD � .�S URT� � A, R & T WILMERDING PUMP HOUSE FOLLY M •.:.:.• e- � MAIN, SAVE AND ROOF FRAMING 11/06/2019 CONSTRUCTION PHASE JJS/RLB CCB/RLB : � •'� OLC7 SAYBi ooK , z ARCHITECTS INC. 07/31/2020 REVISIONS ' PLANS /. .� CONNECTICUT 06475 PHONE: 860 388 1224 '�' w� 262 WASHINGTON STREET,BOSTON,MA 02108 O Consulting Engineers, P.C. GNCBENGINEERS.COM SSIONP��p\ Te1:617-4•.51-5740 Fax:617-151-2309 Fishers Island, NY JOB NUMBER SCALE WWW.ARTARCHITECTS.COM u """"� 19205 1/2111 = 1'-0" 1/2"DIAA307 BOLTS WASHERS REQUIRED. BOLT HOLES 9/16"DIA. MAX. MIN. END DISTANCE 6". oJ STRAP ACROSS RIDGE m I FROM HIP TO HIP N o — _ _ _ LSTA24-FASTEN Q DIRECTLY TO FRAMING LVUS I 2'-0" n LSSJ ADJUSTABLE LIGHT CLG JOIST SLOPEABLE/SKEWABLE \ 2x6 @ 16"oc JACK HANGERS TO HIP,TYP. 6x6 MULTI MEMBER LVL CONNECTION ti��� �. \e STUB POST SIMPSON HURRICANE TIE H2A ON TOP OF LVL 2x6 WOOD STUD WALL EACH RAFTER TO PERIMETER BEAM PERIMETER BEAM Oil STRAP STUD WALL TO LVL AT 16"oc H8 TIE ,LSA — — — — — — — _ TOP OF - - - - - - - - - - - - - - - - - - - - - - - - -- - - -° WALL PLATE - - U L U —I —U—_ U — — U — —U-= °4�4��°4„4�o U-i f N N HH6 HANGER (3) 1 3/4x9 1/2"LVL HCP HIP CORNER PLATE HEADER TYP. °' Z� 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 3/4x9 1/2"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 F_ SEE MULTI-MEMBER POSTS Q LVL CONNECTION 2x6 STUD WALL ATOP PERIMETER BEAM+ 1/2" w TYPICAL DETAIL PLYWOOD SHEAR WALL, BOTH SIDES, � _L-V ___ 1___ _ FULL PERIMETER ► \ N / ATTACH 2x10 HIP TO , 6x6 STUB POST WITH 2'-7" SIMPSON LRU21OZ SLOPED RAFTER CONNECTOR ADJUSTABLE POST 1 �x6 — — BASE ABA66Z 2x8 RAFTER RISERS,TREADS FULL HT ANCHORED INTO 2x8 RAFTER / \ HANDRAILS&GUARDRAILS POSTS AT TOP OF WALL ATTACH 2x8 RAFTER 7_ 2x8 HEADER PER ARCHT 4 CORNERS TYP TO HEADER WITH / 3-12d 4AILS EACH SIDE SEE STAIR FRAMING RIPPED 2x4 2x BLOCKING (3)2x8 SIMPSON LRU210Z / � INTO HIP TYP DETAILS SLOPED RAFTER_ — �,��Q 'p, —OFFSET NAILS ON FLAT SLEEPERS BEYOND 5/4 IPE DECKING CONNECTOR— — — ��'�� w �0 — —OPPOSITE SIDES OF ON TOP OF PLYWD o` \ \ MEMBERS — _ - - — - - - - - - — - - -� - - - _MAIN_LE EL- x -- 3/4"T&G PLYWOOD FLOOR 100'-O" N LJ U SHEATHING I (3)2x8 u I 3' MIN. (3)2x10 TAPERED — - JOISTS EXG MIN DEPTH OF JOIST 2x10 PT SILL PLATE I OPENING I I I I TO BE 7114" REFER TO ARCHT'S DETAIL FIN I lli1 ;Tll' illi. FOR PLATE OVERHANG 2 HIP ROOF CENTER ATTACHMENT I z 3/4" = 1'-0" 7 z W o .<-e LxL i i I PRE-MOLDED I CONC SLAB FILLER SEE TYP x x_x—DETAILS -xx—x_x x—xx—x—X-_ x_ LOWER LEVEL - - - - — - - - - -—- - - — - -I —x—x—x—x—x -: 91'-10 1%24 I � _ J I i - J EXG BRICK FOUNDATION WALLS .:a c w C r, c: s; C) c. n Section 1 1/2" = 1'-0" TITLE DATE ISSUE DRAWN CHECKED 11/06/2019 CONSTRUCTION PHASE S/RLB CCB/RLB C ••• S�P�EO "� A R & T WILMERDING PUMP HOUSE FOLLY M ••�•�•• 1358 BOSTON POST ROAD P� S RTi� � • SECTION c I s. •/� POST OFFICE BOX 802 07/31/2020 REVISIONS OLD SAYBROOKARCHITECTS, INC. i CONNECTICUT 06475 = PHONE: 860 388 1224 `f' ,�, 262 WASHINGTON STREET,BOSTON,MA 02108 S2 ,01 ' GNCBENGINEERS.COM 3 8 k� Consulting Engineers, P.C. o� S Tel:617-451-5740 Fax:617-4.51-2309 Fishers Island, NY JOB NUMBER SCALE ZONAL VVVVW.ARTARCHTTECTS.COM 19205 As indicated A 12 �9 L � TOP PLATE 12 2 6 EL: 108'-11" FT I I ' I m NEW unnu nnullnll l4nnnunnunnu N li II II II II I III II II II II II II II II IIC4 CDII II II II II I II 1 II II I II II II 1 11 II II II II II II II 11 11 11 11 1�1 II II II II 11 11 II II II II I TO IN. 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PSL i _ _ _ POST CLAD W/ 1x SYMBOL KEY — — BORAL TRIM -- 7 !RXTURE (SURFACE) 12'1-2' FRAME TO FRAME 001 VN SOCKET (SURFACE) AF.1 LIGHT I 4 RECEPTACLE OUTLET 1ST FLOOR PLAN RECEPTACLE OUTLET OF SC.,LE:1/4"-F-0" b I 12'— EXISTI G BRICK oo 00 STRUC U E I I I i I CLAY-TILED HIPPED ROOF TO MATCH HOUSE I 1 _ --- Ln 6�-------- --- —� 12'-7°I � { I2'-7"{ 6- AF. I c; o 12'-7"i I 4 1 12'-7�I 8 I I I I SCREEN SCREEN 1 ' I I 1 I 12 2' I PANELS PANELS I { 12'� 1" I -C,4 I I o ( ? I I I I 1 1 IO I--------- _ � I II I II II II I II II I II I I 1 I II 11 II II LI I II II I II I ' 1 I I 1 11 II 1 II II i'1 II II II I II 11 1 1 I I i I I I II I I H I II II I II II I I 1 1 I I I I 1 I 1 ® I II LI 11 II II 1 II II I I 1 1 11 II 1 11 II 1 II II II I II tl I I I I 1 1 1 I 1 I 1 1 I I II II I II {I 1�1 11 II II I II II ---- - - - - -- - - - - NEW WINDOW BRICK — 6-0 ' 1- 1 NEW U QUOINS — ❑ _ 6'—OZ' 2 WINDOW I I CAST—IN—PLACE — o ME VERIFY GRADE :r��5 ._I�r4N<,,.,3n . - — CONC. SILL NEW _ I I ELEVATIONo f I STUCCO —I DOOR — I FI I I II I II II I I I I I-III: I - - STEPS I EI I I-1 I I II-III- III= I — III-�IIII ..:-s�:.�•: • ..,., w�:.,-�: 11 =III - -- -- - - - - - IIII I i-- I I I I i I II I I I I I I � 12'I 1° 12' 3 " 12 1 r EXISTI G BRICK I o i STRUCTURE EAST ELEVATION 4 SECTION T', ORTH — SOU SOUTH ELEVATION 5 SCAi.F:,/a' SCAi.F:1/�"e t'-0(D " TO HOUSE; PROVIDE WIRELESS SWITCHING FOR LIGHTS ON THIS CIRCUIT;VERIFY W/ARCH T. P I 12 9 TILE HIP CAP BEYOND I 2x6 CLG. JOISTS ® 16" O.C. L 5/8" CDX PLYWD. 30# FELT BLDG. 1" ROUND PAPER SIMPSON MOLDING HURRICANE TIES 2x8 RAFTERS, 16" 12 O.C. CLAY TILES, TO 6 1x6 V-GROOVE MATCH HOUSE ROOF 5/8" CDX PLYWD. COPPER DRIP 6 2 MOLDING— — EDGE 2x12 p 16' O.C. POS EXTENDS ENDS UP 1/2 CDX TO TOP PLATE PLYWD. SHTH'G. I 5/4x CEDAR FASCIA 1'— y2" 2x BLOCKING, 2x4 16" O.C. i CONTINUOUS CEDAR CROWN LVL HEADER, SEE 1x CEDAR5/4x CEDAR STRUCTURAL DWGS. gV�E�RIFYFASCIA FASCIA I ELEVATION 0 1x6 V—GROOVE 1'-3° CEDAR MOLDING I — — STEPS CEDAR SOFFIT CEDAR MOLDING _ 5/4x CEDAR FASCIA 3/4"x2 1/2" CEDAR I I 1 1/2" SQ. SCREEN PANEL FRAME, CEDAR STOP I NOTCH AROUND MOLDING I I CEDAR MOLDING IVES CASEMENT 6 3/4" x 6 3/4" FASTENER #066 SQUARE COLUMN I I 6 1x BORAL TRIM I OVER 5 1/4" PSL POST I I CHAMFER CORNER I s CUSTOM CEDAR HANDRAIL I Y" CHAMFERED 5 1/4x5 CORNERS I 1/4 PSL 0 POST COLUMN BASE IVES CASEMENT 1x BORAL BELOW FASTENER #066 CASING 6y4" 1 1/2" SQ. CEDAR I SPINDLES PLAN DETAIL OF COLUMN 6 3/4"d 3/4" I COLUMN 4 CUSTOM CEDAR BOTTOM RAIL CEDAR BASE _ 5/44 DECKING, — „ BLIND FASTENERS 2 _ TAPERED 2x P.T. "' _CEDAR BOT. RAIL RUBBER— MEMBRANE SLEEPER 1x CEDAR -- 3/4" CDX FASCIA COPPER PLYWD. DRIP EDGE INSECT FLASHING SCREEN'G ON TAPERED 2x10 TOP OF FLOOR JOISTS CEDAR CROWN SLEEPERS 1x CEDAR FASCIA 2 8 PRES. TRTD. 2x8 SILL 2 1/2" CEDAR Yz 35/a" Ya 1/2" ANCHOR DENTIL MOLDING BOLT, MAX. 48" 5/4x CEDAR O.C.; GROUT INTO ►Ae¢nNRY WALL