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HomeMy WebLinkAbout48569-Z of solo/ Town of Southold * * P.O. Box 1179 �0 53095 Main Rd ��tCOUxr.� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46906 Date: 03/12/2026 THIS CERTIFIES that the building ADDITION/ALTERATION 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: 09/01/2022 . Pursuant to which Building Permit No. 48569 and dated: 12/08/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to include 1 bedroom on the 2nd floor of an existing single-family dwelling as applied for. The certificate is issued to: Alexander Wilmerding Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48569 10/7/2025 PLUMBERS CERTIFICATION: Authorized Signature ��OF50(/ryo TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48569 Date: 12/08/2022 Permission is hereby granted to: Renewal Date: 02/13/2025 Alexander Wilmerding 767 3rd Ave New York, NY 10017 To: Construct dormer addition and alterations to an existing single family dwelling as applied for. Premises Located at: 4997 Equestrian Ave, Fishers Island, NY 06390 SCTIVI#9.-9-3.1 Pursuant to application dated 09/01/2022 and approved by the Building Inspector. To expire on 02/13/2027. Contractors: Fees: Renewal Fee $398.60 Total $398.6 AL Building Inspector ��osuFfo� c TOWN OF SOUTHOLD a� BUILDING DEPARTMENT 1. TOWN CLERK'S OFFICE o . 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#: 48569 Date: 12/8/2022 Permission is hereby granted to: Wilmerding, Alexander 33 Tai Tam Rd Apt 15E Stanley, To: Construct dormer addition and alterations to an existing single family dwelling as applied for. At premises located at: Reservoir Rd., Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-9-3.1 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on 6/8/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $597.20 CO-RESIDENTIAL $50.00 Total: $647.20 Building Inspector SOUT��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 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#: 48569 Section: 9 Block: 9 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: BD Remodeling License No: 64662ME SITE DETAILS Office Use Only Indoor rV-1 Basement r Service Solar Outdoor 170 1 st Floor (✓ Pool r Spa Renovation F40- 2nd Floor FV Hot Tub r Generator F Survey (- Attic (— Garage Battery Storage f INVENTORY Service 1 ph F70 Heat Duplec Recpt 31 Ceiling Fixtures 7 Bath Exhaust Fan 3 Service 3 ph 1— Hot Water Gas GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 26 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 30Ax2 Emergency Strobe Heat Detectors Disconnect Switches 29 4'LED 2 Exit Fixtures Other Equipment: 200A Panel 40 Circuit/40 Used Notes: First Floor Renovation (Left Side) & Second Floor Dormered Inspector Signature: X Date: October 7, 2025 Sean Devlin Electrical Inspector sean.devlin(,W-town.southold.ny.us 4997EquestrianHouse o��OESOOTy�I � o TOWN OF SOUTHOLD BUILDING DEPT. . `yCou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: .s �r o�e_c_ W f n DATE - INSPECTOR gf SOUTy�� # -TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION 00 [ ] FOUNDATION 1ST IWIROQUGH 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: ou .OLL y DATE �3 �"T INSPECTOR - of SOUIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [/- FRAMING UNDATION 2ND [ ] INSULATION/CAULKING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: rirkm O DATE �� �y�l INSPECTOR \ 0 SOUTy�Io �/✓Cl/ 9 _ l 1 � TOWN OF OUTHOLD BUILD Ep . �nu�n,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: �� e66 ov MA Cj— X17 G r— F o f �2 � l fc��acqJ 06% rVav\,o�-e�J, tJuA ov ic DATE s y INSPECTOR 1 _ # *OF SOUTyO� hV a TOWN OF SOUTHOLD .BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE1RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r DATE INSPECTOR ///lAc �o�aOF SOUTyO� 4� [ � 1._.l f "V BUILDING D T TOWN OF OUTHOLD BU EA, ,� o m� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: , ls\4 DATE 0 INSPECTOR OF SOUTyOIo # . # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IKIQ ULATION/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: IV — • � , DATE -INSPECTOR �� � a�� �� 0 v�� sam�bge�|da�hibe� ' oca���=c� �� � ure°=iu Cr 0 ��� o�� m � , sam@sfapc.net - ' ��8Q ^� �OJ� = - �"�" 3March 2026 Mike Verity Town ofSouthold Town Hall Annex Building 5437S Route 25, P.C}' Box 1179 Southold, NY1l971 ` RE: Dormer Amendment Permit No. 48569 4997 Equestrian Avenue Fishes Island, NY SCTyW#9-9-3.1 Dear Mike, | have reviewed information relating to the additional dormer atthe above referenced property- photographs, structural engineering details, etc. | have interviewed persons with intimate knowledge of thedornnerconstruction - cmnytructionp 'mctnnanager, an8inaar, etc | havma|yovisitadthmnitaand inspected the completed dormer. To the best ofmy knowledge and belief, | certify that the dormer framing and the overall construction as built conform to the 2O2O Residential Building Code of New York State, and was installed following best construction practices' Thread City Duct&Blower Door Testing ,54 Pinch St. Hampton,Cr o6247 (959)444-6898 Threadcitytesti ng(aftmail.com New York State Residential Code 2020 IECC 2021 &CT ENERGY CODE DUCT&WHOLE HOUSE TIGHTNESS VERIFICATION Date: October 14 2025 _X Pass Pass Duct: Fail Blower Door: Fail Street Address: 4997 Equestrian Ave, Fishers Island Total Conditioned Floor Area: 2,176 Total Duct CFM Loss Allowed: 87 Total Duct CFM Loss: 76 House Volume: 20,672 Total ACH50 Allowed: Total Whole House CFM loss: Builder: BD Remodeling,& Restoration 2021 IECC-New Construction Post-Construction Duct Test: Total Leakage—8 CFM/100 ft2 maximum allowed Testing Results: 3.49% CFMl100 ft2 Rough-in Duct Test: Total Leakage--8 CFM1100 ft2 maximum allowed (with equipment) Testing Results: CFM/100 ft2 . Blower Door Test:Whole House Leakage @ 50 Pascals - Testing Results: ACH50 Signature: BPI Certification# 5063967 E-P 8/29/28 i A, R&T Architects,Inc. 33 Union Street,4"floor Boston MA 02108 (617) 451-5740 i 24 September 2024 i Michael Verity Building Department j Town Hall Annex Building 54375 Route 25 P.O. Box 1179 4�{ 1i ►� Southold NY 11971 4 y� 4, ,,� Re: Wilmerding "Pump House" AUG 2 2 2025 4997 Equestrian Ave. Fishers Island NYc:�?�a:' arg Suffolk Co. Tax Map #1000-009-9-3. 1 Building Permit #48569 Dear Mike: This is to let you know that I was informed and sent pictures by B.D. Remodeling &, Restoration showing that they had installed fire-caulking at sill-plate penetrations and closed-cell spray- foam insulation roofs and exterior walls, with fire-retardant intumescent paint covering the spray foam insulation in accessible attic spaces. The installation of fire-caulking, insulation, and intumescent paint appeared to be, to the best of my knowledge, in accordance with applicable New York State codes. Photos enclosed. A�1ljr �i� 4 +, Very truly yours, f.� o 1 I` SA s k-4. ������ASaQ{;+°�� Jacob D. Albert A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration c A, R&T Architects, Inc. 33 Union Street,41h floor Boston MA 02108 (617) 451-5740 25 August 2025 Michael Verity Building Department EC E Q U�n E Town Hall Annex Building 54375 Route 25 Ll AUG 2 6 2025 P.O. Box 1179 �. Southold NY 11971 Building Dppaetment Re. Wilmerding "Pump House" Town of Snu.t old 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3 . 1 Building Permit #48569 Dear Mike: This is to state that the habitable space, the new bedroom on the 2nd floor of the Wilmerding Pump House, complies, as we understand it, with applicable codes requiring in rooms with sloping ceilings that at least 50% of the area of the room have a height of 7 ft. or more. According to the original permit set dated 5/5/2022 the room was to have 58% of its area higher than 7 ft. During construction the bedroom east wall was relocated, enlarging the room by 33 sq. ft. The resulting area higher than 7 ft. increased to 62%, according to our calculations . See attached diagram. 10,5j''� ARC il',rok.®® Very truly yours, • � •°0°9 D ��°aa° ®r S o 60 I of THE SS At*�®+! Jacob D. Albert A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration AREA OF AREA OF ROOM TOTAL AREA OF BEDROOM: 219 SF ROOM W/ W/ CEILING AREA OF ROOM 7' OR HIGHER: 127 SF (58% of TOTAL) CEILING HGT HGT GREATER AREA OF ROOM LESS THAN 7' HIGH: 92 SF LESS THAN 7'-- THAN 7'- BEDRaoM v r, e .BEAM... . PROPOSED 2ND FLOOR PLAN, �� ��.�"• SHOWING CEILING HGJ" ' A4.1 0 OVER 7', GREATER THAN 50%p SCALE:1/4"-F-0" 57 = 6 Z, To FIELD INSPECTION REPORTFOUNDATION (1ST) �1 -------------------------------------- • 1 • 1 1 r+ W ROUGH FRAMING& PLUMBING INSULATION ENERGYSTATE • 1 J������� ♦2op ��iiL%� I ADDITIONAL COMMI'll''ll low— Oil III! /- ,p �1 • WWA jillppilAl lb ' < i i► / ��g�fFD1KoGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. S6 Building Inspector: 21R SEP Q 9��7 Applications and forms must be filled out in their entirety. Incomplete L9� D. applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT Owner's Authorization form(Page 2)shall be completed. SOWN OF SOUTHOLD Date:8/30/2022 OWNER(S)OF PROPERTY: Name:Alex/Ginny Wilmerding__ SCTM#1000-9-9-3.1 Project Address:4997 Equestrian_Ave Fishers Island NY 06390 Phone#:860-912-9537 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@t4rlypa.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 MailingAddress:PO Box 447 The Gloaming_Fishers Island NY 06390 Phone#:860-912-9537 Email:mark bdrrusa.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $750,000 Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:sing!e_fam.l_ly_______ Intended use of property_Sing,lefami.ly___._________, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 8No IF YES, PROVIDE A COPY. 8 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):Ma 5ichards BAuthorized Agent ❑Owner Signature of Applicant: Date: 8/30/2022 -------------- STATE OF NEW YORK) S f COUNTY OF S C ) 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 and 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. 11111111/III//, Sworn before me this AAA 60, day of A 20 Qualified in Suffolk County Notary Public-State of New Yofk:% 0 ; C�4- No.O1DR6350454 i. PROPERTY OWNER AUTHORIZATP f�missionCxplresNovembeeo7,20�24;0 •• (Where the applicant is not the owner) ,, Alex Wilmerding residing at 4997 Equestrian Ave Fishers Island do hereby authorize Mark Richards to apply on my be If to the Town f Southold Building Department for approval as descri ed h rein. I vi L 2- Own Date Noun 13, Print Owner's Name 2 New York State Department'of Environmental Conservation Buildin� Q �Sl (iSt� rook, New York 11790-2356 Thomas C.Joding, Harold Wilmerding Commissioner 58 Roxiticus Road Date: June 15, 1993 Mendham, NJ 07945 Re: 1-4738-00822/00001-0 Private Road , Hay Harbor Fishers 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 determined that: your proposal to construct a roof top deck on top of an existing pump house in 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 permit is required under the Tidal Wetlands Act . Please be advise , however, that no construction, sedimentation, or disturbance. of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all. necessary precautions- are taken to prevent any sedimentation 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 wetland jurisdictional boundary and your project (i.e. a 15-1 .to 201 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. Ver truly yours, obert A Gr e e send to James V Righter Arch. Mqmty Regional Permit Administrator cc: 0 aimed on recycled Raper BUILDING DEPARTMENT- Electrical lInspel r ?q24 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179-- C&* Southold, New York 11971-0959 4h Telephone (631)765-1802 - FAX (631) 1t&-950i amesha-southoldtownny.gov- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3/8/2024 Company Name: BD Remodeling and Restoration NY LLC Electrician's Name: Pat Choquette' License No.: ME 64662 Elec. email:pat@bdrrusa.com Elec. Phone No: 631-788-7919 D 1 request an email copy of Certificate of Compliance Elec. Address.: 1420 The Gloaming 447 Fishers Island NY 06390 JOB SITE INFORMATION (All Information Required) Name: Alexander Wilmerding Address: 4997 Equestrian Ave Fishers Island NY 06390 Cross Street: East main Phone No.: 631-788-7919 Bldg.Permit#: 48569 email:pat@bdrrsua.com ,—Tax Map District: 1000 Section:9 Block: 9 Lot:3.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Demo wiring needed for new addition New addition wiring for bedroom and bathroom 2nd floor bath first floor.reloctate alarm panel I Square Fgotage: 750 Circle All That Apply: l Irl S 24 2q Is job ready for inspection?: [-Vj YES NO Rougl In Final i ff F] Do you need a Temp Certificate?: ❑ YES F-]NO issued On Temp Information: (All information required) Service SizeFV-]l PhF-]3 Ph Size: 200 A #Meters 1 Old Meter# ❑New Service[-]Fire ReconnectE]Flood Reconnect E]Service Reconnect EUnderground E]Overhead #Underground Laterals R1 1 n2 F1 H Frame D Pole Work done on Service? F]Y RIN Additional Information: PAYMENT DUE WITH APPLICATION Address PERMIT 9 �\�lNit[I'l t'$' 1 � GFI - Surface Sconces all HH'S � �C UC Lts H W q4Lr Fans Fridge r Exhaust Oven W/U �`� ,'�^ ✓ smokes DW 1M1 nt rmicro Generator -arbon I - COOktOp Tr3. S`cr Ser �{ t Hood V,ce �^ A 1 Amps Havz USeG .pe-ia; L(C) - -i-eints — l o�OSlavFolur BUILDING DEPARTMENT-Electrical Inspe1%, 1 2 2024 jam. oGy� TOWN OF SOUTHOLD MMAA o - Town Hall Annex- 54375 Main Road - PO Box_11.7,.9;; o Southold, New York 11971-0959 .4, �o Telephone (631) 765-1802 - FAX (631) 765=9502 Lgmesh(ED-southoldtownny.gov— seandCD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/8/2024 Company Name: BD Remodeling and Restoration NY LLC Electrician's Name: Pat Choquette License No.: ME 64662 Elec. email:pat@bdrrusa.com Elec. Phone No: 631-788-7919 pl request an email copy of Certificate of Compliance Elec. Address.: 1420 The Gloaming 447 Fishers Island NY 06390 JOB SITE INFORMATION (All Information Required) Name: Alexander Wilmerding Address: 4997 Equestrian Ave Fishers Island NY 06390 Cross Street: East main Phone No.: 631-788-7919 Bldg.Permit#: 48569 email:pat@bdrrsua.com Tax Map District: 1000 Section:9 Block: 9 Lot:3.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Demo wiring needed for new additiion New addition wiring for bedroom and bathroom 2nd floor bath first floor.reloctate alarm panel Square Footage: 750 Circle All That Apply: ViS 3 /V a Is job ready for inspection?: ❑1 YES❑NO ✓V Rough In Final Do you need a Temp Certificate?: O YES❑NO Issued On Temp Information: (All information required) Service SizeFv]1 Ph 03 Ph Size: 200 A #Meters 1 Old Meter# ❑New Service Fire ReconnectOFlood Reconnect OService Reconnect 0✓Underground❑Overhead #Underground Laterals ✓ 1 F2 H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION 3I(4 l-Z4-F, -c+ I c�r.�SBS IP4 48"90 D REMODELING & RESTORATION INC. 12/9/2022 Town Of Southold Building Department Attn: Tracey Tracey Please see the enclosed Res-Check for the Alex Wilmerding dormer addition paperwork on Fishers Island . Tax map 1000-9-9-3.1 4997 Equestrian Ave . Regards, Shawn I i Shawn Pierce Project Manager BD Remodeling Fishers Island NY shawn(-,bdrrusa.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 Southold Town Building Department P.O.Box 1179 Permit#: 48569 53095 Main Rd Southold,New York 11971 Permit Date: 12/8/2022 (631) 765-1802 Expiration Date: 6/8/2024 Parcel ID: 9:9-3.1 BUILDING PERMIT RENEWAL LETTER Dated: 1/9/2025 Applicant: Wilmerding,Alexander Location: Reservoir Rd., Fishers Island Work Description: ADDITION/ALTERATION Construct dormer addition and alterations to an existing single family dwelling as applied for. A FEE OF $398.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Wilmerding,Alexander Address: 33 Tai Tam Rd Apt 15E Stanley, The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. A, R&T Architects, Inc. 33 Union Street, 4" floor Boston MA 02108 (617) 451-5740 25 August 2025 Michael Verity t� Building' Department; Town Hall Annex Building �s Q 54375 Route 25 P.O. Box 1179 Southold NY 11971 Re: Wilmerding "Pump House" 4997 Equestrian Ave. Fishers Island NY Suffolk Co. Tax Map #1000-009-9-3 . 1 Building Permit #48569 Dear Mike: Enclosed are the following: For the Pump House dormer and renovations : • Updated set of drawings showing changes from the original permit set of 5/5/2022 • Letter re fire-stopping & insulation • Letter re ceiling height in 2nd floor bedroom For the Pump House gazebo: • Final set of drawings • Letter re structure • Photographs Very truly yours, (!)2,.e, 9 ZL�_� Jacob D. Albert A, R & T Architects, Inc. Copy to: BD Remodeling & Restoration >EG= \\\ m� I HAY —`a a 7 ---- \ HARBOR ' 8 MENI RE9DEA'GE m \\ N/F 60NS DAWD R W WERDINC.JR.SINGLE FAMILY RMIOENCEWATER ONCSUE SEPRC iLu I.0craE 1'=400' t W 5244.97 C � �QAw�x��i•�M61�00m xiass� �(R`^..a" s w L"DoN DATA \?' 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A � .. r � ,rz•.m+c uuM wsm�m os�n/zooa �n o a i [] Ir m fn Ld s.mv .a't�'�:;Rq• .o..mm � \ ar: s,sag Pus c0 Ly��Wcd o_s',oPsm. �i` n�' ,R�Dmc,♦ ';/ J.'• m \ -'''� °' Poo�'us�0:w�nm s.�s.mua rwa.sw�arrs-m �; r '_'�• ���� ww� -'-o�rmw,cP s,,,rm tom,A„N 71 o-aw c _______� _- \ �aim o aa.ercau�w..n.<a,'�•sa.r smear m, SINGE FAMILY RESIDENCE ORrWWCGwrvprgte2¢. YUMCIPAL WATER /J / tin mMOv.LLI`,w)CiE.o.vOroSrbt EU 0 8 mg ON SRE SEAOC / Dfa HS.PeElrl.0..203 FOG / SIN FM&Y •N Fy. vrv8 RESIDENCE _ _ ON AL WA"DC Offiro°)W°abN°Wr hlatupsmprq gg4 e E 9~y /.f \rrcvw+ SaE 7 m 8 DATE: 01/31/2019 30' OUALOY CONR2q-CFAl10LA110N � � \ PROJECT:#2017804 SHEET 1 =11 q� Generated by REScheck--Web Software Compliance Certificate Project Wilmerding Dormer DECIA 2022 ED Energy Code: 2018 IECC Location: Southold, New York BUIIDIftiG DEPT. Construction Type: Single-family T0J41N0FSf 1M4nL® Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Fishers Island, NY 06390 Compliance: 4.5%Better Than Code Maximum UA: 66 Your UA: 63 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies . .f . . , or Ceiling 1: Flat Ceiling or Scissor Truss 273 49.0 0.0 0.026 0.026 7 7 Ceiling: Cathedral Ceiling 245 49.0 0.0 0.022 0.026 5 6 Wall:Wood Frame, 16" o.c. 707 20.0 0.0 0.059 0.060 39 40 Window: Wood Frame 42 0.290 0.320 12 13 SHGC: 0.29 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version(,REEScheck-Web and to comply with the m datory requirements listed in the REScheck Inspection Checklist. ZN1 b*_�it� Q 6AA&eZ ( I h Z,2� Name-Title i. _�/ Sig nature Date 9�+•q®aaaao� �® �� �Naeoa• FCl +i +off. m G c< o p �► 9�'Q 9% m o i d 1C G ab ,• .. 4 % �, .��F.P oN`oo v68D`oea� �P�o. t7t tNG STA`F-�`Leo -heaaQli�4° Project Title: Wilmerding Dormer Report date: 12/06/22 Data filename: Pagel of 1 �aa� OCCUFALICY USE 18 UPLI &FUL APPROVED AS NOTED lfhTFOUT CERTIFICATE DATE•�a U-2oZ B.P. # ((�, FEE: BY .' ' a EI Y NOTIFY BUILDING DEPARTMENT AT 65 1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: REFERENCE IS MADE TO DRAWINGS • FOUNDATION-TWO REQUIRED GENERAL STRUCTURAL NOTES _- UPON WHICH GNCB CONSULTING ENGINEERS, P.C. FOR POURED CONCRETE WORK IS BASED. 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING ARCHITECTURAL DRAWINGS 3. INSULATION BUILDING DESIGN LOADS PREPARED BY: 4. FINAL-CONSTRUCTION&ELECTRICAL LIVE LOADS AR&T ARCHITECTS MUST BE COMPLETE FOR C.O. 33 UNION STREET ALL CONSTRUCTION SHALL MEET THE NAILING SCHEDULE BOSTON, MA 02108 REQUIREMENTS OF THE CODES OF NEW RESIDENTIAL DWELLING HABITABLE AREAS PREPARED FOR: YORK STATE. NOT RESPONSIBLE FOR FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF WOOD OWNER DESIGN OR CONSTRUCTION ERRORS. SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) CONNECTION NAILING WILMERDING PUMP HOUSE DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT JOIST TO SILL OR GIRDER,TOE NAIL 3-8d FISHERS ISLAND, NY GROUND SNOW LOAD, Pg=20 PSF STRESSES: FLAT/SLOPED ROOF SNOWI LOAD, Pf/Ps=20 PSF BRIDGING TO JOIST,TOE NAIL EACH END 2-8d CLEC7'6�OC;/`,L. BENDING, REPETITIVE USE Fb = 1, 035 psi SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc I XPECTIO41 rC-q.I,-r-p WIND LOADS BENDING, SINGLE USE Fb = 900 TOP PLATE TO STUD, END NAIL 2-16d WIND EXPOSURE CATEGOFRY: D TENSION PARALLEL TO GRAIN Ft = 575 STUD TO SOLE PLATE,TOE NAIL 4-8d C thic don COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 DOUBLED STUDS, FACE NAIL 16d AT 24"oc t` "$ " BASIC WIND SPEED= 130 MIPH (3 SEC.GUST) SHEAR PARALLEL TO GRAIN Fv = 180 STEEL � � RISK CATEGORY 11 COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc MODULUS OF ELASTICITY E= 1,600,000 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS GENERAL CONTINUOUS HEADER, 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL 2• WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE TWO PIECES 16d AT 16"oc NOTED OTHERWISE ON THE DRAWINGS: ALL C�D ._..•�,�' �,.oT'M �� Q'" ALONG EACH EDGE . • PER MANUFACTURER'S RECOMMENDATIONS. �. %*00"'1""'G MCC RESIDENTIAL CODE PORTION OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ROLLED WIDE FLANGE SECTIONS ASTM A992 Fy 50 ksi ��= � ." �STATE P:TQWt';. �C�D�,..., • AND IN ACCORDANCE WIITH ACCEPTED ENGINEERING PRACTICE. 3. FOR PLYWOOD SHEATHING NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, CEILING JOISTS TO PLATE,TOE NAIL 3-8d ANCHOR RODS ASTM F1554,GRADE 55 2. DIMENSIONS AND DETAIILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS UNLESS NOTED OTHERWISE AT EDGES, 6"OC AT INTERMEDIATE SUPPORTS, CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d MISC. PLATES AND 14 C AND . AND EXISTING CONDITIONS. UNLESS SHOWN OTHERWISE CEILING J101STS, LAPS OVER PARTITIONS, FACE NAIL 3-16d CONNECTION MATERIALS ASTM A36 Fy 36 ksi 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 4. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. MDT-, 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES CEILING J101STS TO PARALLEL RAFTERS, FACE NAIL 3-16d ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ! NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. UNLESS OTHERWISE NOTED: RAFTER TO PLATE,TOE NAIL 3-8d IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL r „ttHOLD't'u_7. . ... ... • . . 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING BUILT-UP'CORNER STUDS 16d AT 24"oc STEEL BUILDINGS,ASD OR LRFD AND THE AISC CODE OF STANDARD AFTER CONSTRUCTION IIS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY LAMINATED VENEER LUMBER(LVL) BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP PRACTICE. FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO MODULUS OF ELASTICITY, MIN. E= 2,000,000 psi a! �""'""""'�'*" ""+ ' BENDING, SINGLE USE Fb = 2,600 AND BOTTOM AND STAGGERED 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 2-20d AT ENDS AND ATS.DEC 5. FOUNDATION WALLS SHIALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, AN WELDING SOCIETY(AWS)STRUCTURAL WELDING CODE- HORIZONTAL SHEAR Fv 285 AMERIC= EACH SPLICE STEEL D1.1. LATEST EDITION. USE E70XX ELECTRODES UNLESS " WIND AND OTHER LATEFRAL FORCES. COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 PLYWOOD: UNLESS OTHERWISE NOTED OTHERWISE. r, PARALLEL TO GLUE LINE-TENSION STRESS Ft= 1,555 NOTED APA-RATTED PLYWOOD 4. PROVIDE ALL PLATES,CLIP ANGLES, CLOSURE PIECES,STRAP ANCHORS, PLUtr,":rCr.=Tt"1=11 71! 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. FLOOR SHEATHING MISC. PIECES,AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 0111 LEAD C 077 Cti VT E.Et"ORIr SEE GNCB TYPICAL DETAILS FOR MULTI-MEMBER LVL CONNECTION. 3/4"TONGUE AND GROOVE 8d 5. ALL STEEL EXPOSED TO WEATHER, INCLUDING LINTELS IN EXTERIOR CERT1711=(7�MCU""ANCY 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE ROOF SHEATHING 5/8" 8d WALLS, SHALL BE HOT DIP GALVANIZED, LINO. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. 8. ALL EXPOSED PORCH AND DECK FRAMING TO BE PRESSURE TREATED WOOD. WALL SHEATHING-SEE WOOD NOTES .�"OLQ �� ��W *� 'a 6. ALL STRUCTURAL STEEL AND BOLTS TO BE GALVANIZED. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, c�+.u't «« CAHNOT OR OTHER FINISH APPROVED BY ENGINEER. NOTES: C=Mr"In i 30 Or., IV) LEAD. 10.INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER(NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENE=RS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. PLUMBING COMMON)WIRE NAIL DIAMETERS ALL PLUMBING WASTE &WATER LINES NEED 6d 0.113" _ TESTING ESEFORE COVERING 8d 0.1,31" 10d1 0.148" PROVIDE 1 1/4"x 18 GA 5/8"T&G ROOF SHEATHING,TYP. 12di 0.148" METAL STRAP WITH UNLESS NOTED OTHERWISE 16cd 0.162" 20di 0.192" - 8-1 1/2"x10d NAILS PER SIDE EACH BEVELED RAFTER BLOCKING AT J (16 NAILS PER STRAP) EACH RAFTER w c SLOPED SEAT RAFTERS. SEE PLAN FOR SIZE. RAFTER HANGER o EACH RAFTER RIDGE BEAM.SEE PLAN FOR SIZE. LRU RIDGE BEAM - RAFTERS r� ROOF RIDGE BEAM DETAILS �I V. _ ROOF FRAMING Q WASHERS REQUIRED. BOLT HOLES 9/16"DIA. MAX. / MIN. END DISTANCE 6". SECOND FLOOR u_ + _ - - - - - - - - - - - - - - - - - - - - - - - - _ _ 1 � 7� Tr 61 ,l „ 1 u R 21W 6„ 6„ 1' 0" FRAMING ._, A �i. o m I N M - - - - _ Q FIRST FLOOR Ll I LVUS _ _ _ - FRAMING 2'-0" 10'-0" 1. MULTI MEMBER LVL CONNECTION WEST ELEVATION 3D PARTIAL VIEWrc Cr �. '" �f" f. SEP .. J: �. BUILDING DERr o: -foWly OF SOUTHOLD :J TITLE DATE ISSUE DRAWN CHECKED A, ' : : 1358 BOSTON POST ROAD ��OF O E�B9. �- GENERAL NOTES & TYPICAL 02-25-22 PERMIT SET' S/RLB CCB/RLB WILMERDING PUMP HOUSE . 1�r� � � POST OFFICE BOX 802 Qi ! C3LID SAYBROOKARCHITECTS, INC. Z DETAILS L N g / HONE: 860 388 1224 -e U 33 UNION STREETS1 ,60 LLJ ,BOST(ON ,MA 0210 G Tel:617-451.5740 FISHERS ISLAND , NY Consulting Engineers. P.C. GNCBENGINEERS.COM cs�D. p83685 P��� JOB NUMBER SCALE W W W.ARTARCH ITE(CTS.COM OFESS�� 22022 As indicated SHORE BUILDNG AS REQUIRED TO INSTALL NEW DORMER IN EXISTING HIP ROOF NEW GABLE 25-10 1/4"DORMER+/- 1 S2.1 !i 2' PL%AH°--T_�iS E-W-6__X�EL D 3//ED CIITI II✓I//—O SIA EXTERIOR SIDE OF STEEL FRAME TO N//-T IIIIII I I Ij_N�--UIII OIp�IIII-IIl I U S-IIII III I IIIIJIII-/ -IIHII- �IIIIII: iIaIIII�ItIIII 5I/8-t"IIII}III I PLYWOODBENT BEAM 3-1 3/4"x11 7/8"LV 5/8"PLYWOOD SUPPORT RAKE ROOF SHEATIlnIIH_}�iI- — I N_iG FULL PEN STRUCTURAL RIDGE BEAM ROOF SHEATHING n n n n n n n n n n n n n n n II IIIIl_ n WELD WITH SADDLE SEAT EXISTIGGEOVtiIl I II II 5SEE SUPPORT 17 7I = I C II 11= IL =IC 1[ - IC A = IL I II EXG h,)ASONRY ENLARGED S2.1 - EXTING II—IS WALL BELO'^JI if STEEL FRAME EXG WOOD -IBOLT LVIJPOST r) = HSS3X3X3 H S3X3X3 =- BENT BEAM r,'EMDERRAFTEF END CAP_ ]p * IT 1 I\ COLUMN COLUMN STEEL R ME O10DORMER I RMER ROOF RAFTERS ROOF RAFTERS 2x10I II@ ' EXISTING CONTINUOUS @16"oc BENT BEAM (3x) 1 3/4"x9 1/4" 31/2"x 5 114" - _ - - - - w WHERE EXISTING RAFTER FRAME S LSTRAP OR CLIP VL VALLEY BEAM PSL POST C UT TO INSTALL NEW DORMER HSS3X3X3/8 �\ �< � LIP TO VALLEY BEAM _ _ _ _ STEEL BASE OF VALLEY _ kCOLUMIN TO EXG WOOD CLIP ANGLE A44 _I _- - _- -- �II nl II II II _ - - EXG WOOD MEMBER i EACH SIDE BASE OF POST ME MBE R V.I.F. TO TOP OF EXG MASONRY WALL SECOND FLOOR I -j � - - I II II C° %iJP�' it EXISTING V.I.F. FRAMING C II - - - - - - II - - II I ��� i /� li II I , . 21 -7 1 I-" I-- -- -- -- EXISTINIG - a MA.SON!RY =___== II II I _II WALL I j 1 - - - -�I - - - - - - - - - ! = = I l � _ = = = = =1 t rl I?l ' I I>-I- II II (I = I = + 4 - = = = = = = LI II I) Il II I l c - - - -EXISTING EXISTING � III I I I l 31/2"x 51/4" I i J, II II II I� II li I I _PSL POST DN -I c I- ✓ - - � - _ _ _ = _ _ - - - - _ _ _ c Ifi �, - - - - - - -4i - - - - - - I1- = EXG _ l I I MASONRY- FIRST Y= FIRST FLOOR WALL BELOW -— -- - - - - - - - - - - - - - - FRAMING � - - - IJ I - - - - - --IITI 1I IIII II IIII II uII u - 1014 01 EXISTIG EXISTING u 1=1r = = = = = = k4 = = = = _ _ _ _ _ =1 = = = = - - - - - - - = = = = � I=1 = ITr �1 rJ / SECTION AT RIDGE BEAM 1 PARTIAL ROOF FRAMING PLAN J c c. a �n f c y c r, 3~ J .n r J :J ��of NE1,1, TITLE DATE ISSUE DRAWN CHECKED A, IZ T •• :•• �P sC� Ti 02-25-22 PERMIT SET S/RLB CCB/RLB WILMERDING ••;•• 1358 BOSTON POST ROAD .� se PARTIAL ROOF FRAMING PLAN r� POST OFFICE BOX F302 i J ARCHITIJCTSa INC. OLD SAYBROOK - AND SECTION w 33 UNION STRLET,BOSTON1,MA 02108 CONNECTICUT 06475 Tcl:f>17-451.5740 FISHERS ISLAND , NY Consulting Engineers, P.C. GNOC ENGINEERS.COM �`r'F WWW.ARIARCHFI'LCf'S.COM JOB NUMBER SCALE 22022 1 /4" = 1'-0" 2 S1.1 2 S1.1 5/8"x 9"x 1'4"LONG 2x10 BOLTED TO EACH 3/8"x V-1 3/4"x 0'-4 1/2"LONG CONT WOOD A36 END PLATES WELDED To BEVEL BLOCK A36 STEEL PLATE SIDE OF STEEL PLATE HSS CONTINUOUS BENT BEAM TO SUPPORT 2x10 RAKE RAFTERS SUPPORTED STEEL FRAME GABLE END ROOF RAKE BY LRUZ HANGERS 3/8" (3x) 1 3/4"x 11 7/8"LVL 2 WELD TO EXTERIOR RIDGE BEAM 6S1 1 FACE OF STEEL STRAP ACROSS FRAME h'SS, RIDGE-SEE 5/8"PLYWOOD ROOF 2 , CONTINUOUS ROOF TYP DETAIL SEE S2.1 FULL PEN 3 3/8 BENT BEAM -�, \ SHEATHING ENLARGED WELD ijLSTEEL FRAME i \ _ _ _ _ _ _ _ BEYOND i 3�9 _ lye 2x10 DORMER ROOF RAFTER ( ) SEE TYP DETAIL HSS 3x 1 3/4"x 11 7/8" i i LVL MULTI , f`��i a, Ss.�-3 BOLT END RAFTER I � MEMBER 96 °' 'r3 BENT CONTINUOUS S WITH STEE LVL RIDGE R PLATE \ i LVL CONNECTION �S 5 1/2" 8 TO HSS BEAM SADDLE SUPPORT 5/8"PLYWOOD STEEL FRAME RIDGE BEAM y _BEYOND ROOF SHEATHING I 3/8 x 5 1/2 x 0-4 1/2 L (3x) 1 3/4"x 9 1/4" 2x10 @ 16"oc 5/8"PLYWOOD (3x) 1 3/4"x 9 1/4 I I I I A36 BOTTOM PLATE I LVL VALLEY BEAM DORMER ROOF ` ROOF SHEATHING LVL VALLEY BEAM I I I I tk '` TO FORM SADDLE FOR I RAFTERS LVL BEAM SUPPORT I I I I I A36 CAP PLATE I I SEE 3/8"x 3 1/2"x 0'-4 1/2"L ENLARGED II I WELD TO TOP OF I STEEL 1 HSS COLUMN AND I I I I FRAME BOTTOM OF i l I HSS COLUMN HSS COLUMN HSS BEAM I I I I I I j I DORMER GABLE END I j HSS3X3X3/8 I T-7 3/4"+/- I I n — - — - — - — - —k SECOND FLOOR I VIEWED FROM THE EXTERIOR I HSS3X3X3/8 I I j HSS3X3X3/8 — - - - - - - - - - - - - --- _ _ — _ �_ _ w _ __ __ _.___ _ _ _ FRAMING STEEL COLUMN I j FIT COLUMNS BETWEEN I STEEL COLUMN I 1 1 I I DORMER WINDOWS I I I I I PER ARCH'T DRAWINGS I I EXG WOOD P,7_MS_r, n, � EXG ";, �n..O��.�RY I I . II I f l I I I II 11 A36 PLATE I I 5/8"x3 1/2"x0'-9"LONG I I WELD PLATE TO BASE OF COL 1 '' (2) 1/2"DIA BOLT PLATE TO I / LAG BOLTS I y WOOD MEMBER I I I II II V � . H H I 1 1/2" 6" 1 1/2" FIRST FLOOR DORMER ROOF RAKE — - - — - FRAMING� EXG WOOD %4 f4BER EXG MASONRY WALL r a rr, it w r.i v. HSS 6X3X3/8 (3x) 1 3/4"x 11 7/8" 5/8"PLYWOOD c CONTINUOUS BENT BEAM LVL RIDGE BEAM ROOF SHEATHING STEEL FRAME STEEL FRAME AT GABLE END) SECT ION AT GABLE END FULL PEN WELD (� M 2x10 DORMER A36 STEEL H H ROOF RAFTERS PLATE WELDED TO EXTERIOR FACE 1-if 4' 4 1/2" A36 PLATE OF STEEL FRAME TO SUPPORT RAKE 3/8"x 11 3/4"x 0'-4 1/2"LONG 9„ I I SADDLE SUPPORT — —FOR LVL RIDGE BEAM 3" 3" 3" A36 COLUMN BASE PLATE WELD TO FRAME HSS3X3X":5/8 STEEL COLUMN — — — _COLUMN 5/8"x 3 1/2"x 0'-9"LONG a HSS3X3X3/8 - O ❑ oM1 WELD BASE OF COLUMN TO ti x - PLATE n RIDGE BEAM GABLE END SUPPORT u'S 1 1/2"_1 1%/2"_ _ LAG PLATE M TOP OF X Q EXG WOOD MEMBER ., 3/411 = 1'-0" U r' — — — — — (2) 1/2"DIA BOLTS r n� C rl r'1 v. v C n rl r� n COLUMN BASE PLATE PLAN 1, J S-. F'Fw 'TITLE DATE ISSUE DRAWN CHECKED A, R & T PUMP 1358 BOSTON POST ROAD '�e��c OURTjs��O,A� BUILDING SECTION & DETAILS02-25-22 PERMITSET S/RLB CCB/RLB WILMERDIN HOUSE � + POST OFFICE BOX 802 ARCHITECTS , INC. � � OLD SAYBRC�OK Z CONNECTICUT 06475 n f T a , J 33 UNION ST711EI;T,I30STON,MA 02108 FISHERS ISLAND NY g g. PHONE: 860 388 1224083685 c� Tel:617-4.51-5740 Consulting Engineers, P.C. GNCBENGINEERS.COM O � 1 S201 a WWW.ARTARCHFFECTS.COM ��SS JOB NUMBER SCALE 22022 As indicated 01 SOUTH STUDY/TV NORTH Xs ram, . BEDROOM BEDRO (NO CHANGE) (NO CHANGE) (NO ANGE) REMOVE/RE—DO 5i UILING IN 7 �%Q/ HALL FOR • \ NEW STAIRS u 1 I EMOVE/ BACK HALL TH I RE—DO STEPS AREA OF BATH ' PROPOSED WORK -- 11 REMOVE/REPLACE REL CATE / WINDOW WASHER — — — REMOVE ALLI / DRY R PLUMBING / 4 ° BATH FIITTINGS & ' I ( ' / 1 � ' REMOVE — I — LAUNDRY WALLS BED OM - 1 I (NO CHANGG�� EXISTING � -- - - - - - - -- -HALL ---BEM E/RE-JUSE `� DECK EX'G OORS) I ` ALL , � ( 1v - - - - - - - BATHRM " SEP 0 ;j 2022 BUILDING DEFT OF S 101-1,?OLD INDEX TO SHEETS ENTRY , WOOD (NO CHANGE) I I `� I I LIVI N R M. I ; �' I STEP D2.1 EX G 1 ST FLR PLAN & DEMO 5 5 2022 (NO CHANGE) � I ,' i A2.1 1ST FLR PLAN PROPOSED 5 5 2022 / A2.2 2ND FLR PLAN PROPOSED 5 5 2022 I C----T�- - �'� - - - - - - � -- ---- - A2.3 ROOF PLAN 5 5 2022 A3.1 WEST & EAST ELEVATION 5 9 2022 A3.2 SOUTH ELEVATION 5 5 2022 A4.1 BUILDING SECTIONS 5 5 2022 A5.1 WINDOW& DOOR SCHEDULE 5 9 2022 E2.1 I ST FLR ELECTRICAL PLAN 5 5 2022 REMOVE/REPLACE KITCHEN j 1 1 I I I ❑ E2.2 2ND FLR ELECTRICAL PLAN 5 5 2022 BOTH KITCHEN �I I I I S 10 STRUCTURAL NOTES DTLS 2 25 2022 wlNDows INN R0 G I S 1.1 ROOF FRAMING PLAN 2 25 2022 - - - - - - - - - - - - - J - - — — — — — — —I S2.1 BUILDING SECTION & DTLS 2 25 2022 EXISTING/ DEMO I ST FLOOR PLAN SCALE:1/4"-1'A" ,.ae►er. . /1416111 ��� tD AR���I�� � TITLE DATE ISSUE DRAWN CHECKED l .....„e.6 eF•� EXISTING 1ST FLOOR PLAN s s 22 PERMIT CDG JDA A�&� ARCHITECTS -` . r r WILMERDING PUMP HOUSE PROJECT FOR DEMO = d NORTH 33 Union 617 Street 4th Floor ARTarchite�ts.com02108 `e do Y:s: ot* FISHERS ISLAND , N Y OB NUMBER SCALE D2,1 A4.1 A —— — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I Lj FIF I I I - I I - I I � I I I I I � I I I I - SOUTH STU Y/TV NORTH BEDROOM ROJCP BEDROOM I I -ENO CHANGE) (NONGE) (NO CHANGE) I I L-L RE—DO CEILING I & HALL AS I I ( o l NECESSARY I� I RELOCATE/ 1 I I I I I I RE—DO 4 BACK HALL TH I I I I I I STEPS TO AREA OF 1 BATH J BACK HALL (NO C NGE) I r PROPOSED I I — PLUIIB"G Xxm I WORK -- - I I _ _ 0 i�MWOMJ ❑ IREPLAC A IWINDO 4.1 I I I DN �, s g 1 - - - aui.seism wm-aar. / — — — — — — — I I I I BMM ON SW M� p4 ms 1 i ,�mm "F I STACKAB E rw+s fe 1ATM mBATH LEAVE 6'G., DUCTWORK S — IS, VERIFY ZE I '+ BED O M -- ----�---- ABM (NO CHANG\E� --- -- 1 - _� HALL ---- - -1---------- - '-- BENCH SHLVS. 'I I I Fil- 7-- MX ENTRY - - - - - - - - - - - - - - - - - � i l - I I I (NO CHANGE) I \ Ul I I I li IC - - - - - - - - - - - - � - - - - Ui -- I ❑ I � I�\ II I /� - I KITCHEN I I I I I I REPLACE TH NO CHANGE I II I L I ❑ KIOTCHEN TO INTERIOR ---- TRIM, IF LIVING RM. WINDOWS PO SIBLE I I I I I N I N G RIO 0 I �I I (NO CHANGE) 0 - - - - - L- - - - - - - - J - - - - - - - - I I III III I I IF_ PROPOSED I ST FLOOR PLAN SCALE:1/4"s 1'-0* �.l� tRtD ylse TITLE DATE ISSUE DRAWN CHECKED A$C ••..« •.,� fC iR 5 5/22 PERMIT CDG ,DA • q( f 1ST FLOOR BATHROOM HALL A�& ARCHITECTS l�Qt'Og�` g�9 ` WILMERDING PUMP HOUSE PROJECT & STAIR, PROPOSED NORTH 33 Union Street 4th Floor Boston,MA OZIOB * `� � FISHERS ISLAND N Y A2.1 617-451-5740 ARTarchitects.com -y .r y O$NUMBER SCALE or'kc �A`�o.�.0 1617 VARIES A4.1 A AREA OF AREA OF ROOM ! TOTAL AREA OF BEDROOM: 219 SF ROOM W/ W/ CEILING I AREA OF ROOM 7' OR HIGHER: 127 SF (58% of TOTAL) CEILING HGT HGT GREATER AREA OF ROOM LESS THAN 7' HIGH: 92 SF LESS THAN 7' THAN 7' \ B FIXED CG SS A FIXED { 18'-2! 3/4" I NEW DORMER j BEDROOM BEDROOM :;j�; ., 1 —___�__�-__-_—_---1 ,;. is- N. EX'G CLAYTILE ROOF - - - - - ttST� ATINTEAO 2-6 i 171 1 1 , -s R \ \ SIDE 0 EX'G \ WIINDOW — 2-6 L0\\ // 6-6 \ BATH BATH DOOR — IDN / WINDOW I I I I I IDN / I I I I I I I I I I I I w/D I OPEN 0 0 a b a b a BEAM EX'G BEA PROPOSED 2ND FLOOR PLAN, - - i SHOWING CEILING HGT A4,1 , OER 7', GREATE THAN 50% I I OPEN TO sAL BEDROOMV4' =1'-0' /LI I BELOW / (NO CHANGE) I , I i I _ � — < I \\ MECHANICAL `\ I RELOCATE \\ HOT WATER \ HEATER TO \\ THIS AREA I \ I \ \ I \ I \\ I I OPEN TO \ I LIVING BO OW \\\ (NO CHANGE) - - - - - - - - - - - - - - - - � - - I I \ / \F - - - - - - - - - - -/ II II I I I I I OPEN TO DINING ROOM PROPOSED `AND FLOOR PLAN SCALE:1/4'—1'-0' e,S.eaeuefa �o• �� .��••��HijFcl�,��' TITLE DATE ISSUE DRAWN CHECKED .` �.GpO `14 5 5 22 PERMIT CDG JDA Al&TPUMP 2ND FLOOR DORMER & STAIR J�P = WILMERDING HOUSEARCHITECTSPROJECT PROPOSED `z, � Jr NORTH 33 Union Street 4th Floor Boston,MA 02108 fp�'•.�Lo.,682 �` FISHERS ISLAND N Y A2.2 617-451-5740 ARTarchitects.com rs ` OB NUMBER SCALF. +�•�; l�sei .•fit`���, 1617 ,t NEW DORMER CLAY TILE A4.1 NEW DORMER, ROOFING TO RIDGE CAP MATCH EX'G TO MATCH A CENTERED ON EXTERIOR CLAY TILE EX'G MAIN RIDGE MASONRY WALL BELOW I \ \ Li / / CONCEALED COPPERVALLEY �Q �J: j/' FLASHING EX'G CLAY TILE ROOF EXTERIOR MASONRY WALL BELOW ( cy� \ // / Ll EX'G RIDGE I 6G I I I I 9!!� I II U A4.1 B II X I I W EX"G I I I CHIMNEY I I II I I II i II II I L - - - - -li- - - - - - - - � I II I I I I I I I II I I I II I i II i I II PROPOSED ROOF PLAN SCALE:1/4"-1'-0' "``•7 TITLE DATE ISSUE DRAWN CHECKED 6�•0l��y'tiRcD AR�ti�j r�, A��� � 5 5 22 PERMIT MG JDA ARCHITECTS D A���'= ,A� WILMERDING PUMP HOUSE PROJECT DORMER ROOF PLAN = PROPOSED 33 Union Street 4th Floor Boston,MA 02108 c S o- NORTH R TH � ' : � FISHERS ISLAND NY OBNUMBER SCALE A2. 617-451-5740 ARTarchitects.com ;(i`9p•'•.'1'0 �gg2�•.•t�y' 3 .`r , 1617 " = 1'-0" �iy ••:....••' e A4.1 A STL FRAME BEYOND FOR RIDGE BEAM; SEE STRUCT'L DWGS A4.1 A CEDAR TRIM NEW DORMER, MATCH EX'G CLAY TILES; AW iu nN 1 MATCH PITCH APPROX. TOP OF MASONRY I� REPLACE EXISTING KITCHEN WINDOWS EX'G EAVE WALL II EGRESS I 4'-9 3/4" �� I EXISTINGIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1L - - — - - - - - - OPENINGS — - - -I- - - - - - - - - TOP_2ND FLR FIN. FLR. EX'G — — — MASONRY & STUCCO WALL _ EXISTING EXISTING EXISTING — WINDOW, N DOOR, WINDOW, NO CHANGE IE 1E SIDELIGHTS CHANGE TRANSOM, AWNING WINDOW CHANGE LLi I L PROPOSED WEST ELEVATION 0 PROPOSED EAST ELEVATION SCALE:1/4"-1'-0" SCALE:1/4'-1'-0" ' TITLE DATE ISSUE DRAWN CHECKED Y w""�+`,`���•7e�O q'•H�r��l�' S 9 22 PERMIT COG .AA A- ,& 1 ARCHITECTS �» :� `�T� WILMERDING PLIMP HOLISEWEST & EAST ELEVATION� � 33 Union Street 4th Floor Boston,MA 02108 OB NUMBER SCALE FISHERS ISLAND NY :• 617-451-5740 ARTarchitects.com ty�,�,r��'•.���6H?"•E�,E,,� 1617 " V " A4.1 B EX'G CHIMNEY EX'G MAIN NEW DORMER CLAY TILE RIDGE ROOFING TO RIDGE CAP MATCH EX'G TO MATCH CLAY TILE EX'G � I %G CLAY TIE ROOF I NEW DORMER II I F I 11 I I 11 I I - - - - - I - - - - - - - - --� I I I I I 1 1 I I REPLACE I REPLACE EXISTING �I EXIStING WINDOW I KITCHEN WINDOWS L IN EXISTING I IN EXISTING OPEN LNG OPENINGS STOP 2ND FLR FIN. FLR. EL: 109'-1 1/2" Hl::]Elq ❑ ❑ r EXISTING WINDOW, --- - —EXISTING DOOR & NING WINDOW, NO CHANGE NEW bIAI LT�MPERED— TRANSOM, NO AWNING WINDOW BEYOND ING— _ CHANGE —1 T] - - - I I - - - - - - - - � PROPOSED SOUTH ELEVATION SCALE:1/4'-III ®� pND A�qc�"',,I" TITLE DATE ISSUE DRAWN CHECKED ell; ��o� �6�9. '.�= 5 5 22 PERMIT CDG ,DA ��& 1 ARCHITECTS fi �: SOUTH ELEVATION WILMERDIN G PUMP HOUSE 33 Union Street 4th Floor Boston,MA 02108 FISHERS ISLAND NY = A3 .2 617-451-5740 ARTarchitects.com ' ' -^ �'; T 9 OB NUMBER SCALE J, e A I i I � PANEL - -- - - - - - - - - - -� PANEL FIXED EGR4SS FI PANEL o WINDOW WINDOW WI DO II70 TOP 2ND FLR FIN. FLR. J s-- - - - - - - + - - - - - - - - - - - - - - - - - - EL: 109'-1 1/2" SECTION C CNM i ❑ SCALE:1/4"-1'-0" - - T 5 WI D R - I I ' _ I I ------------� r-� -----------� SECTION B EX'G. RIDGE PROPOSED 7 GABLE DORMER I EX'G ROOF BEYOND EX'G. BEAM MECHANICAL o I i EX'G. FLR. (NO CHANGE) m JOIST TO,� P 2ND FLR FIN. FLR. EL: 109'-1 1/2" -- -- - I I - N - Z_ cn I O n T 00 MINIMIZE R5 WINDER � 6 DEPTH OF- I FRAM G ® I - , - - % _ _ �i LA NDRY HAL LIVING RM. STUDY/TV j LANDING I — — (NO CHANGE) TOP 1 ST FLR FIN. FLR. I I EL: 100'-0" I - - �— - - (NO CHANGE) I ( N j EX'G BATHROOM SECTION A SSUE +4`�`, �, �N • c�jct�',rj TITLE DATE, PERMIT DRAWN CHECKED A�&TARCHITECTS r•�`° •FA��`��� WILMERDINGPUMP HO U SE BUILDING SECTIONS .{ 33 Union Street 4th Floor Boston,MA 02108 7 J 6 ,f r` r` FISHERS ISLAND , NY OBNUMBER SCALE • 617-451-5740 ARTarchitects.com ���gJ,•.;IV 165�1•+• ,��*�� 1617 1 —0 WINDOW SCHEDULE WINDOW NOTES: MANUF. TYPE MATERIAL MUNTIN ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS QUANTITY MISC. NOTES 1) BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION BEFORE PROCEEDING WITH THE WORK. BEFORE PLACING ORDER KEY TYPE WIDTH HEIGHT WIDTH HEIGHT EGRESS FOR PURCHASE, ARCH'T TO REVIEW WINDOW ORDER FROM MANUFACTURER OR DEALER. 2) SEE WINDOW ELEVATIONS FOR MUNTIN PATTERN. A MARVIN FIXED SASH ALUM. CLAD 6W, VARIES 4'-10 " VARIES 4'-9 VARIES NO 1 REFER TO ELEVATIONS 3) PROVIDE TEMPERED GLASS AS REQUIRED BY LOCAL CODES. 4) PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW. 5) MUNTINS FOR MARVIN WINDOWS: 5/8" STANDARD PROFILE SDLS, W/ BLACK SPACER. B MARVIN FIXED SASH ALUM. CLAD 6W, VARIES 4'-10 " VARIES 4'-9 VARIES NO 1 6) CLADDING COLOR: STONE WHITE 7) J" INSULATED GLASS, STORMPLUS LOW E2 & ARGON GAS. 8) INTERIOR SCREENS FOR AWNING & CASEMENT WINDOWS: WOOD FRAME, HINGED ON C MARVIN "ULTIMATE" CASEMENT ALUM. CLAD 4W 5H 3'-4 "" 4'-6 1/2" 3'-3 4'-6" YES 1 JAMB, PAINTED FINISH. VFY KNOB HARDWARE W/ ARCH'T. SCREENING TO BE CHARCOAL HI—TRANSPARENCY FIBERGLASS MESH. „ MATCH MATCH MATCH 9) AWNING & CASEMENT HARDWARE TO BE "COASTAL"; FINISH TO BE SATIN TAUPE, VFY D MARVIN ULTIMATE AWNING ALUM. CLAD 4W 4H MATCH EX'G EX'G EX'G EX'G NO 3 GLAZING FOR WINDOW ® STAIR LANDING TO BE TEMPERED W/ ARCH T. 10) AWNING CRANK: FOLDING TYPE. 11) INTERIOR FINISH OF SASH & JAMB: PAINTED. 12) EXTERIOR CASINGS & SUBSILLS — JX CASINGS & 2" SUBSILLS, CLEAR VERTICAL GRAIN CEDAR, SUB SILLS TO BE CONTINUOUS ® JOINED WINDOWS. 13) 4 9/16" JAMBS. FIELD—APPLY JAMB EXTENSIONS AS REQ'D. 14) COPPER SILL PAN FLASHING. ALIG U I NS / Y101 I DEE I / bi I I I I I EGRESS DORMER WINDOW ELEVATION "F" WINDOW ELEVATION SCALE:1/2"—1'-0" y.ttt»tte »w'" Q4�'�,�.•��••s• �fCj i� TITLE DATE ISSUE DRAWN CHECKED •• ,. O A IN ,�"`�'�'��.�i WINDOW & DOOR SCHEDULE 5 9 22 PERMIT CDG JDA A��LT ARCHITECTS : � WILMERDING PUMP HOUSE r^"• .e`A"'�t�`:.ryaA5t 33 Union Street 4th Floor Boston,MA 02108 • `'. i es�,.. a�: FISHERS ISLAND NY JOB NUMBER SCALE 617-451-5740 ARTarchitects.com C-•r •' jF d��.•'e �, • E t�s "$#got - 1617 1/2" = 1'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I i I I I I I I❑ � I I i I I I I I I I I I I FF- __VERjry BATHRM CEIING FIXTURES, IF ANY I I o•= I I I I ITO BACK I I I I I IHALL I 11 I I I (LIGHTING TO 2ND — I F I — -- I _ 0 - - — I F-1 I I I o3 j - - - - - - - I I I I I A _ I � I III � i I I i I j I � CA I I El \ - I \ I I I \ I - - � I \\ ---- -- — --- \ I \\ I - - - - - - - - - I I E ' \\ I I In3 I I I I I I I I ENTRY LI HTING \ I III I II i I — — — ul I I i —❑❑❑ ❑ ❑ PROPOSED IST FLOOR ELECTRICAL PLAN SCALE:1/4'-1'-0" •, °��,,�PtD gq�H�l�roR TITLE DATE ISSUE DRAWN CHECKED :' 4�•••9 Q�'�S•Cl iir 5 22 PERMIT MG JDA A�Q_ 1ST FLOOR BATHROOM, H ALL, (x, ARCHITECTS , > . WILMERDING PUMP HOUSE PROJECT & STAIR ELECTRICAL NORTH 33 Union Street 4th Floor Boston,MA 02108 tj s FISHERS ISLAND NY ©B NUMBER SCALE E2.1 617-451-5740 ARTarchitects.com ?���ss�„�,. c`4�; 1617 VARIES ELECTRICAL SYMBOL KEY SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES SWITCH DUPLEX RECEPTACLE OUTLET SA CEILING FIXTURE (SURFACE) THREE WAY SWITCH DUPLEX RECEPTACLE OUTLET q CEILING FIXTURE RECESSED r WATERPROOF ® ( ) 9 FOUR WAY SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WALL $4 �c�a W/ GROUND FAULT CIRCUIT INTERRUPTER © WASHER) SWITCH W/DIMMER ((D HORIZONTALLY MOUNTED OUTLET IN WALL SCONCE o m BASEBOARD WATERPROOF SWITCH QUADRUPLEX RECEPTACLE OUTLET UNDERCABINET LIGHTING 9 � (NUMBER REFERS TO LENGTH) JAMB ACTIVATED SWITCH rn DUPLEX RECEPTACLE OUTLET F FLUORESCENT FIXTURE T( HALF SWITCHED (NUMBER REFERS TO LENGTH) LIGHTED SWITCH QUADRUPLEX RECEPTACLE OUTLET LED OR LoV LED OR LOW VOLTAGE, L ONE QUARTER SWITCHED TRANSFORMER ((� DUPLEX RECEPTACLE OUTLET W/ EXTERIOR SPOTLIGHT EAVE MOUNTED �Sse USB PORTS S ( ) SYMBOL DETECTORS/CONTROLS ® DUPLEX FLOOR OUTLET ® CEILING MOUNTED EXHAUST FAN SO SMOKE DETECTOR TELEPHONE OUTLET, CAT-5 WIRE W/RJ11 CEILING PADDLE FAN PORT �C COMBO SMOKE & CARBON COMBO PHONE & DATA OUTLETS, CAT-5 WIRED LANDSCAPE LIGHT / UNDER DECK MONOXIDE DETECTOR (WAL TD) W/RJ11 PORT & CAT-6 WIRE W/RJ45 PORT Q SEAT MONOXI EMDET. (CLG MTD) OR COM CO PIUTER, OR BOTH TVCOAXAL CABLE JACK FOR& C MIPUTER OR 094) NETWORK MODEM LT LOW TEMP DETECTOR OM BOTHITELIEVISION &ON IACOMPUTERCABLE ACK FOR (Vm)) NETWORK ROUTER [�T THERMOSTAT IR INFRA-RED/REMOTE EYE WIRE M ) ACCESS CABLES SOINTIN OCEILI RELESS OH HEAT DETECT \ NOTES: �PROVtE 1KME TO ALL P ONE/DAT /TV CABLES 2. REVIEW ELECTRI L DEVICE TYP AND COLOR (WHITE) WITH ARCHITECT BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3. REVIEW LIGH G FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION TV 4. REVIEW IN ]OR E ATIONS FOR LOCA ONS OF ALL EXPOSED ELECTRICAL WORK COM 5. PROVID CUTSHEET OF SPECIAL ELECTRICAL EQUIPT.; T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING BEDROOM / 6. REVI TRANSFORM R LOCATIONS FOR LOW VOLTAGE AND LED LIGHTING / 7. B MENT & CRAW SPACE LI HTS BY CONTRACTOR, VFY W/ ARCH'T. \ \ / WAP I \ - - - - - Ct-S . \ / \ / U \ A \ / A IIII I I IN � I � a a I � EXISTING / — I / UTLITY I / LIGHTING, NO CHANGE I / I / - - - - - - -< I \ I \ MECHANICAL I ` 0 I � I `\ PROPOSED 2ND FLOOR ELECTRICAL PLAN SCALE:1/4"a 1'-Or •• .eatQttttt+. ``oa�'G`y�tH�u AHrH�IF-,,`r TITLE DATE ISSUE DRAWN CHECKED ps 4<wliwCl sir A—:�&TARCHITECTS 5 5 22 PERMIT CDG ,IDA WILMERDING PLIMP HOLISE PROJECT ELECNRICALCOPLAN = ' '°�--q r. . .: �r a NORTH 33 Union Street 4th Floor Boston,MA 02108 r :.;:o .: .` FISHERS ISLAND , NY E2,2 617-451-5740 ARTarchitects.com "L `r .2.16g Qt.�.:,•' JOB NUMBER SCALE "'�+tufts fyi A U G 2 6 2025 GENERAL STRUCTURAL NOTES REFERENCE IS MADE TO DRAWINGS i! =rtt1 Dapat#m^nt UPON WHICH GNCB CONSULTING ENGINEERS, P.C. °2:n of Southold WORK IS BASED. ARCHITECTURAL DRAWINGS BUILDING DESIGN LOADS LIVE LOADS RED AR&T ARCHITECTS 33 UNION STREET RESIDENTIAL DWELLING HABITABLE,AREAS NAILING SCHED)ULE BOSTON, MA 02108 PREPARED FOR: FIRST FLOOR 40 PSF SECOND FLOOR 30 PSF WOOD OWNER ' SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) CONNECTION NAILING WILMERDING PUMP HOUSE DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT JOIST TO SILL OR GIRDER,TOE NAIL 3-8d FISHERS ISLAND, NY GROUND SNOW LOAD, Pg=20 PSF STRESSES: FLAT/SLOPED ROOF SNOW LOAD, Pff/Ps=20 PSF BRIDGING TO JOIST,TOE NAIL EACH END 2-8d BENDING, REPETITIVE USE Fb = 1, 035 psi SOLE PLATE TO)JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc ; WIND LOADS BENDING, SINGLE USE Fb = 900 TOP PLATE TO:STUD, END NAIL 2-16d WIND EXPOSURE CATEGORY: D TENSION PARALLEL TO GRAIN Ft = 575 STUD TO SOLE IPLATE,TOE NAIL 4-8d 3 SEG.GUST BASIC WIND SPEED= 130 MPH COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 , ( ) SHEAR PARALLEL TO GRAIN Fv = 180 DOUBLED STUD)S, FACE NAIL 16d AT 24"oc STEEL RISK CATEGORY II COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 DOUBLED TOP FPLATES, FACE NAIL 16d AT 16"oc MODULUS OF ELASTICITY E= 1,600,000 TOP PLATES,LAPS AND INTERSECTIONS, FACE NAIL 2-16d 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS GENERAL 1. ALL WORK SHALL CONFORM TO TFHE REQUIREMENTS OF THE 2018 INTERNATIONAL 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc NOTED OTHERWISE ON THE DRAWINGS: ALONG EACH EDGE RESIDENTIAL CODE PORTION OF'THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PER MANUFACTURER'S RECOMMENDATIONS.3. FOR PLYWOOD SHEATHING NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc CEILING JOISTS>TO PLATE,TOE NAIL 3-8d ROLLED WIDE FLANGE SECTIONS ASTM A992 Fy 50 ksi AND IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. UNLESS NOTED OTHERWISE AT EDGES, 6"OC AT INTERMEDIATE SUPPORTS, ANCHOR RODS ASTM F1554, GRADE 55 CONTINUOUS HEADER TO STUD 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS , TOE NAIL 4-8d MISC. PLATES AND UNLESS SHOWN OTHERWISE. CONNECTION MATERIALS ASTM A36 F AND EXISTING CONDITIONS. CEILING JOISTS), LAPS OVER PARTITIONS, FACE NAIL 3-16d y 36 ksi 4. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE 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 CEILING JOISTS)TO PARALLEL RAFTERS, FACE NAIL 3-16d ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS RAFTER TO PLANE TOE NAIL 3-8d 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED UNLESS OTHERWISE NOTED: , NOT SPECIFICALLY SHOWN SHALIL BE APPROVED BY THE ARCHITECT. IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL 4. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING BUILT-UP CORMER STUDS 16d AT 24"oc STEEL BUILDINGS,ASD OR LRFD AND THE AISC CODE OF STANDARD AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY LAMINATED VENEER LUMBER(LVL) BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP PRACTICE. FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO MODULUS OF ELASTICITY, MIN. E= 2,000,000 psi AND BOTTOM 2,600 AND STAGGERED = METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. BENDING, SINGLE USE Fb 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 2-20d AT ENDS AND AT AMERICAN WELDING SOCIETY(AWS)STRUCTURAL WELDING CODE- WIND AND OTHER LATERAL FORGES. HORIZONTAL SHEAR Fv = 285 PLYWOOD: UNILESS OTHERWISE EACH SPLICE STEEL DIA. LATEST EDITION. USE E70XX ELECTRODES UNLESS COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 NOTED NOTED OTHERWISE. PARALLEL TO GLUE LINE-TENSION STRESS Ft= 1,555 APA-RATED PLIMWOOD 4. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, FLOOR SHEATI-HING MISC. PIECES,AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. 3/4"TONGUE AND GROOVE SEE GNCB TYPICAL DETAILS FOR MULTI-MEMBER LVL CONNECTION. 8d 5. ALL STEEL EXPOSED TO WEATHER, INCLUDING LINTELS IN EXTERIOR 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE ROOF SHEATHING 5/8" 8d WALLS, SHALL BE HOT DIP GALVANIZED, UNO. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. WALL SHEATHING-SEE WOOD NOTES 8. ALL EXPOSED PORCH AND DECK FRAMING TO BE PRESSURE TREATED WOOD. 6. ALL STRUCTURAL STEEL AND BOLTS TO BE GALVANIZED. 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, NOTES: OR OTHER FINISH APPROVED BY ENGINEER. 10.INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL S61ZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING I PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. SUBMIT PRODUJCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF[DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. COMMON WIRE:-NAIL DIAMETERS 6d 0.1113" 8d 0.1331" - 10d 0.14T ' `- PROVIDE 1 1/4"x 18 GA 5/8"T&G R60F SHEATHING,TYP. 12d 0.148"r METAL STRAP WITH UNLESS NOTED OTHERWISE 16d 0.162" ( ` - 8-1 1/2"x10d NAILS 20d 0.197 PER SIDE EACH BEVELED RAFTER BLOCKING AT (16 NAILS PER STRAP) EACH RAFTER - RAFTERS.SEE PLAN FOR SIZE. SLOPED SEAT RAFTER HANGER EACH RAFTER RIDGE BEAM. SEE PLAN FOR SIZE. LRU RIDGE BEAM - RAFTERS ROOF RIDGE BEAM DETAILS - ROOF FRAMING - - - - - - - - - -- - - - - - 33'-103/4" 1 WASHERS REQUIRED. BOLT HOLES 9/16"DIA. MAX. MIN. END DISTANCE 6". I 6° 6" r-o° SECOND FLOOR � " � � � " FRAMING 21'-7 1/2 co 0 0 m � o N Q - - - - - - TT FIRST FLOOR 2-0. LVUS _ _ — - —FRAMING_ 10,_0" � MULTI MEMBER LVL CONNECTION ' n WEST ELEVATION 3D PARTIAL VIEW 1/8" = 1'-0" s TITLE DATE ISSUE DRAWN CHECKED 1358 BOSTON POST ROAD GENERAL NOTES & TYPICAL 02-25-22 PERMIT SET S/RLB CCB/RLB L E RD IN PUMP H E POST OFFICE BOX 802 12-28-23 REVISION RLB I �� �' ! ` J { � �� OLD SAYBROOK DETAILS ARCHITECTS, INC. , CONNECTICUT 06475S10 - 33 UNION STRrE7,BOSTON,MA 012108 FISHERS ISLAND , NY Consulting En s�. PHONE: 860 388 1224 � Te1:617-4.51-5740 neers, P.C. GNCBENGINEERS.COM WWW.ARTARCHIT M, .COM[ JOB NUMBER SCALE 22022 As indicated SHORE BUILDNG AS REQUIRED TO INSTALL NEW DORMER IN EXISTING HIP ROOF NEW GABLE 26-10 1/4"DORMER+/- 2 PLATE WELDED TO 3 S1.1 EXTERIOR SIDE OF STEEL FRAME TO 5/8"PLYWOOD S2.1 SUPPORT RAKE ROOF SHEATHING (� n n n 0 n n n n n n n n n n n n n n n n n n u u p n n n II II II II II II II ICXISTING EFLOVV II II II EXISTING BELO`.^III II1 F it II II c it It III = IC � = IL 3 = =11 _ _ =11= II =IC �I = IC �1 = IF- jI II It ! 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WILMERDING OL) SAYBROOK AND SECTION ` 33 UNION STREET BOSTON MA.02108 CONNECTICUT 06475 FISHERS ISLAND NY g g PHONE: 860 ERS 1OM Te1:617-451-5740 � ' Consulting Engineers, P.C. GNCBENGINEERS.COM = WWW.ARTARCHITF.CTS.COM JOB NUMBER SCALE 22022 1/4 = 1'-0" r2 n n n n 11 FYP: II ,TlN'r'. F-1,I I n VJ II II II II II __U jr 7 11- 1 7 IF -T ROOFLET BELOW __Jj < L L 4 CONTRACTOR TO VERIFY ALL w _7 EXISTING FRAMING IN THE FIELD TO COORDINATE WITH NEW WORK 2x4 PARTITION 04 II CONSTRUCTION SHOWN DOr-MER kOUi- [J'J� i LEN'S EXISTIN(� ...... co FOR REFERENCE R/TTERS + 1 (2) 1 3/4"x 7 1/4"LVIL � DECKBOAF PSL I--.-...---_a_3--E?--x-E----L-_---O T"V.;_I�,�-%-/-_-.—.-,___/_�"�-��_-f�--r' -_�I_---1I----T----T/-,-r-t1--'---L-'�--'I-G_jk,—----------------- - -I -'�I'�II III��I I aJ --_---IIII-_IIIIi --_----_--IIiIII---iIIII ��II`�—� tIIIu IIIuIIIIIIIIIIIIIII II DS HEADER BELOW RIDGE BEAM 1/2"x51/4" 1/2"x 5 114" POST BLEARING PSL POST UP PSL POST UP < L w WALL -_W5X1 9 —, , = - — 11 lll '� (2) 1 3/4"x 7 1/4"LVL BEL W B E L 0�N f�'Al _­�- -- -___ // I SUPPORT EACH END OF ROO�FLET PER ARCHT T HEADER BELOW RIDGE BEAM PTEARINIG WALL LVL HEADER ON CELO'A' 3 1/2"x 5 1/4"PSL POSTS I SUPPORT EACH END OF \0 LVL HEADER ON I -3 1/2"x 5 1/4" 31/21.'x 5 1/4" 3 1/2"x 5 1/4"PSL POSTS 1 3f'x '/4'YVL NORTH GABLE END PSL 1POST UP PSL POST UP EXIS-l",!G FLOOR Lq_ U') DE.R.10 EXG POST __T­_ -RIDGEDBEfA-M --AFTER NEW V�IOR!,' V I F SHORE BUILDNG AS REQUIRED 13 1 .16 1 ALLED _U E X!'-'T!,', TO INSTALL NEW FRAMING U PSL 3 1/2"x 5 1//-" 3 112"x 5 11/4" -/,-__- POST DEMO EXG 2 1/2"x 7 1/4-PSL POST UP_--_—PSL POST UT;�= _ ___ 5 1/2" BELOW RIDGE TO INSTALL NEW 8 CELO1,11 /,////w5xl 9 _j FULL LENGTH LVL RIDGE BEAM ---------- 2X8 ROOF RAFTERS ---------- J �i i '�I -----------71- 2X4 PARTI I 11)1"_17� 1 1A 11 TION ? 16"oc PSL POST BELOW 2x6 WALL ii 11 11 SEE MULTIPLE MEMBER CONNECTION SHOWN FOR REFERENCE" ij t tj TYPICAL DETAIL FOR LVL BEAMS 17 1/2"x 5 114' EXISTI,".,'G 'i pot nr)c.,-r i i J� OPEN IV.I.F. L 2x6 WOOD STUD WALL T p x AT GABLE END FOP 1 1 EXG Uj co k EXG POST FEARING �,VALL FRA,."11,1 QTA IrM 11 UP 0 _j I C) III 114 PSL POST UP EXG WALLS AT 2N'D ROOF TILES PER ARCHT La<1 2 LAYERS OF 1 THICK PLYWOOD FLOOR SHOWN MASONRY WALL RAKE PER ARCHT ROOF SHEATHINGTO MATCH THICKNESS FOR REFERE OF EXISTING ROOFING CE V.I.F. �SK-Sl) I P ! 1 U L.,L_L Ili v v (NO CHANGE) PARTIAL ROOF FRAMING PLAN 1/411 -011 EXG POST BRACIN'G, Tn I x x REARING MALL BELOVV PSL POSTS UP t I 3D NORTH GABLE 01-18-24 NORTH GABLE END FOR ARCHITECT REVIEW TITLE DATE ISSUE DRAWN CHECKED AIR & T 02-25-22 PERMITSET Author Checker 1358 BOSTON POST ROAD PARTIAL SECOND FLOOR & POST OFFICE BOX 802 L WILMERDING PUMP HOUSE rr R):l 0 ROOF FRAMING PLAN GABLE ARCHITECTS, INC. k (DLD SAYBR(D(DK CONNECTICUT 06475 33 UNION STRr,,r,,-F,BOSTON,MA,02108 PHONE: 860 388 1224 END DORMER S103 Tel:617-451-5740 FISHERS ISLAND NY Consulting Engineers, P.C. GNCBENGINEERS.COM VVWW.ARTARCHrrE,CrS.COM JOB NUMBER SCALE 0 N PARTIAL ASSUMED SECOND FLOOR FRAMING CO I N) 22022 1 /4 1 -off 2 S1.1 2 S1.1 _ 5/8"x SIN 1'-4"LONG 2xl0 BOLTED TO EACH 3/8"x T-1 3/4"x 0'-4 1/2"LONG CONT WOOD A36 STEEL PLATE SIDE OF STEEL PLATE A36 END PLATES WELDED TO BEVEL BLOCK HSS CONTINUOUS BENT BEAM TO SUPPORT 2x10 RAKE RAFTERS SUPPORTED STEEL FRAME GABLE END ROOF RAKE BY LRUZ HANGERS 3/8" RIDGE BE 1 3 BEAM 7/8"LVL 2 WELD TO EXTERIOR RID S1.1 FACE OF STEEL STRAP ACROSS FRAME RIDGE-SEE 5/8"PLYWOOD ROOF \ \ y19 CONTINUOUS ROOF TYP DETAIL i ' SEE S2.1 FULL PEN BENT BEAM / �,, \ SHEATHING i � � "�8 STEEL FRAME ENLARGED — WELD , i \ BEYOND SEE TYP DETAIL , ,- \yss� 2x10 DORMER ROOF RAFTER CONTINUOUS LVL RIDGE BEAM LVL MULTI / 0 6 BOLT END RAFTER i \ \ MEMBER / -\3�3i8 TO HSS BEAM BENT BEAM WITH STEEL PLATE LVLRIDGE BEAM \ 5/8"PLYWOOD CONNECTION STEEL FRAME SADDLE SUPPORT ROOF SHEATHING BEYOND I I I 3/8"x 51/2"x 0'-4 1/2"L (3x) 1 3/4"x 91/4" 2xl0 @ 16"oc 5/8"PLYWOOD (3x) 1 3/4"x 9 1/4" I I A36 BOTTOM PLATE I LVL VALLEY BEAM DORMER ROOF ♦ ROOF SHEATHING LVL VALLEY BEAM TO FORM SADDLE FOR RAFTERS I '2 70 I LVL BEAM SUPPORT A36 CAP PLATE SEE 3/8"x 3 1/2"x 0'-4 1/2"L ENLARGED WELD TO TOP OF I I STEEL HSS COLUMN AND I I FRAME ' BOTTOM OF I I I I i HSS COLUMN HSS COLUMN � HSS BEAM I DORMER GABLE END I I I - — - — - — _ _ _ _ _ _ SECOND FLOOR I HSS3X3X3/8 T-7 3/4"+/- FRAMINGVIEWED FROM THE EXTERIOR i I HSS3X3X3/8 I I�I HSS3X3X3/8 — - - - - - - - � STEEL COLUMN I I FIT COLUMNS BETWEEN I STEEL COLUMN 21 -7 1/2—' - P I DORMER WINDOWS I I PER ARCH'T DRAWINGS I I I I I I I EXG WOOD Pv".Eiv1BER EXG MASONRY I I I I A36 PLATE I 5/8"x31/2"x0'-9"LONG I I WELD PLATE I TO BASE OF COL I I (2)1/2"DIA mow BOLT PLATE TO I I LAG BOLTS r WOOD MEMBER I I I I I I I uoo '10 H H 1 1/2" 6" 1 -1/2" � � FIRST FLOOR R 4 DORMER ROOF RAKE $ FRA 10N0 EXG WOOD IME(<PER EXG 1',.1AS0NRY WALL i 'l HSS 6X3X3/8 (3x)1 3/4"x 11 7/8" 5/8" PLYWOOD CONTINUOUS BENT BEAM LVL RIDGE BEAM ROOF SHEATHING STEEL FRAME n STEEL FRAME AT GABLE END FULL PEN WELD 3/4" = 1'-0" n SE4CTIONOAT GABLE END ry I I L 2x10 DORMER F H H ROOF RAFTERS A36 STEEL ii PLATE WELDED rN TO EXTERIOR FACE TI'-25/8'-' 4 ld' OF STEEL FRAME TO A36 PLATE SUPPORT RAKE 3/8"x 11 34'x 0'-4 1/2"LONG 91, I SADDLE SUPPORT - — — — - ' FOR LVL RIDGE BEAM - — — — — — — - WELD TO FRAME 3" 3" 3" HSS3X3X3/8 A36 COLUMN BASE PLATE STEEL COLUMN _C_ — — _N COLUMN 9"L WELD BASE O G TO HSS3X3X3/8 <) zt ❑ o _ L r` o-M —c,,— - PLATE RIDGE BEAM GABLE END SUPPORT "' =~ 1 1/2"-1 1/2" LAG PLATE TO TOP OF 5 — ' — ,� — EXG WOOD MEMBER r, 3/4" = 1'-0" w — — — — — .— — (2) 1/2"DIA BOLTS P, COLUMN BASE PLATE PLAIW / U 3/4" = 1'-0" TITLE DATE ISSUE DRAWN CHECKED A R & T 02-25-22 PERMIT SET JS/RLB CCB/RLB 1358 BOSTON POST ROAD BUILDING SECTION & DETAILS WILMERDING PUMP HOUSE POST OFFICE BOX 802 ARCHITECTS INC. 0 3 `° � OLD SAYBROOK CON33 UNION STREvE;T,BOSTON,MA(02108 PHONE: 06475 FISHERS ISLAND NY g g PHONE: 860 388 1OM _� Tel:617-451;5740 ' Consulting Engineers, P.C. GNCBENGINEERS.COM JOB NUMBER SCALE W W W.ARTARCHPITCI'S.COM 22022 As indicated EXG DROPPED BEAM CONT TIE 16"LVL BEVELS STRAP REINF EACH ABV LVL RAFTER SIDE OF EXISTING TO LVL 6" DROPPED BEAM - - - _ ROOF FRAMING 2x8 LAP WITH EVERY - _ CONT BLOCK'G N OTHER RAFTER PAIR �" BETWEEN LVLS SET BELOW „, NEW 16"LVL N H 1 - - - _ - - _ ATTIC FRAMING sos25 ' . - - - - - - - - - - - - - - - 31'-57/8„ SCREWS 00 31/2"x 51/4" -- 3 1/2" ^ co PSL POST `' + EA SIDE OF TIMBER POST EXG TIMBER POSTS AT EAST END TO REMAIN I i i INVERTED POST WITH WOOD STUD BRACING AT FAR END WALL t— OF RIDGE BEAM = ADD NEW PSL POSTS I q z ON EACH SIDE, BEARING ONTO MASONRY WALL w TO SUPPORT RIDGE BEAM U REINFORCING j LOOKING BACK TOWARD LIVING ROOM i ! SECOND FLOOR FRAMING � 1. FIRST FLOOR Li ------ -- - -- - --- - - - - - - FRAMING �1 10'-0"_-� .J n SECTION LOOKING BACK TOWARD LIV RM BELOW n 1/211 = 1'-0" TITLE DATE ISSUE DRAWN CHECKED A, R &, T + 02-25-22 PERMIT SET RLB CCB fWILMERDINGP li/IP H E 1358 POST OFFOICE BOX 802SECTION 12-28-23 REVISION RLB ARCHITECTS INC.ITC � !% OLD SAYBROOK 33 UNION STREET,BOSTON,MA,02108 CONNECTICUT 0G475 FISHERS ISLAND , NY g g• PHONE: 8f�0 388 1 OM SK Te1:617-451-5740 Consulting Engineers, P.C. GNCBENGINEERS.COM WWW.ARTARCHFrECrS.COM JOB NUMBER SCALE 22022 1/2" GNCB 1� Consulting Engineers,P.C. Structural Engineering Historic Preservation Reality Capture March 12, 2024 Town Hall Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Official Re: Wilmerding Pump House Dormer Addition 4997 Equestrian Avenue, Fishers Island, NY Permit No.: 48569 Tax Map No.: 1000 Section: 9 Block: 9 Lot: 3.1 Dear Mr. Verity: GNCB Consulting Engineers, P.C. (GNCB) is the Engineer of Record for the dormer addition and associated renovations to the Wilmerding Pump House project under construction on Fishers Island, NY. The Permit Set of structural engineering drawings is dated February 25, 2022. This letter is to summarize the structural engineering scope of work that has been substantially completed. . Z Photo P-1: Exterior View of Gable Dormer Inset into Hip Roof 1358 Boston Post Road (860)388-1224 P.O.Box 802 Principals: gncbengineers.com Old Saybrook,CT 06475 Charles C.Brown,PE - Richard A.Centola,PE - Thomas Curry Jr.,PE,SE lastname@gncbengineers.com Wilmerding Pump House Dormer Addition GNCB Fishers Island, NY I j March, 2024 Consulting Engineers, P.C. In October, 2023, there were proposed architectural revisions to the second floor plan, which required adjustments to the proposed framing. Accordingly, GNCB issued revisions to the Permit Set on January 11, 2024. The revisions included re-support of existing hip beams, and reinforcement of the existing longitudinal ridge beam. On January 3, 2024, Roxanne L. Brown, GNCB, was on site with Harland Frazier, of BD Remodeling & Restoration (BD), the general contractor. The site visit was to view the progress of construction for the structural work of the dormer addition at the existing hip roof framing. BD provided GNCB with interim photos during the course of the construction phase as work progressed. Photos of the project work are included with this letter. It is my opinion that the framing work for the dormer addition and reinforcing work to the existing ridge and hip beams were constructed in substantial conformance with the Contract Documents, and in accordance with the structural requirements of the Building Code of New York State. Very truly, Prepared by: (` Roxanne L. Brown Project Manager- Engineering Charles C. Brown, PE Sr. Principal Cc: Jacob Albert, Architect JAlbertCa�artarchitects.com Craig Gibson, Architect CGibson artarchitects.com Cc: Harland K. Frazier, General Manager BD Remodeling & Restoration Harland@bdrrusa.com of NEW Y Sr�uRTI CO e� o x r _ o OFESSIONP� Page 2 of 4 Wilmerding Pump House Dormer Addition G N C B /Fishers Island, NY t j March, 2024 Consulting Engineers, P.C. - _ room' Photo P-2: Look West to Dormer Window JIM • , a. Photo P-3: Dormer Ridge, Valley Beam and Rafters New Post Supported on Masonry Wall Page 3 of 4 Wilmerding Pump House Dormer Addition G N C B Fishers Island, NY t/ March, 2024 Consulting Engineers,P.C. P F.-Ij 4 R A P 7 �'t f� r v� t l Photo P-4: Reinforce Longitudinal Ridge Beam to Elevate Ceiling Joist Height Page 4 of 4 a ,r I a v My t, y <; a , ; ;•fit / Qd lilt 40 iJ AUG 2 2 nP5 Building Department ' To-.-vn of Southold ' ' S wMr. - -4 t � . � t r r f i 1 t ; fl� � as �