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HomeMy WebLinkAbout49498-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 #: 49498 Date: 7/19/2023 Permission is hereby granted to: FWFI 2020 Nominee Trt 52 Robin Rd Weston, MA 02493 To Construct covered deck/ pergola addition and alterations to existing single family dwelling as applied for. At premises located at: Reservoir Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 9.-9-29.6 Pursuant to application dated 5/22/2023 and approved by the Building Inspector. To expire on 1/17/2025. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $612.00 Total: $662.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 httlis://W\vw.sotjtliold�to�wtiilv.Lqv Date Received APPLICATION FOR .. ING PERMIT LD For Office Use Only L IlJ7 I II ��l I PERMIT NO. Building Inspector MAY 2 2 2023 Applications and forms must be filled out in their entirety. Incomplete 8UILDINGDEPT applications will not be accepted. Where the Applicant is not the owner,an TOWNOFSOMOLD Owner's Authorization form(Page 2)shall be completed. Date: 04/25/2023 OWNER(S)OF PROPERTY: W 02090 Name: Mr. Murray Metcalfe & Mrs. Louise Packard SCTM# 1000- mm Project Address: 845 Reservoir Rd. #699 Fishers Island, NY. 06390 Phone#: 617-633-0041 Email: murraymetcalfe@gmail.com Mailing Address: 52 Robin Rd. Weston, Ma. 02493 CONTACT PERSON: Name:M u rray Metcalfe Mailing Address: 845 Reservoir Rd. #699 Fishers Island, NY. 06390 Phone#: 617-633-0041 Email: murraymetcalfe@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Dewey Nichols, AIA Mailing Address: 23 Millmont Street Boston, Ma. 02119 Phone#: 617-541-4610 Email: DANichols@NicholsArchitectsLLC.com, CONTRACTOR INFORMATION: Name: HP Broom Housewright Mailing Address: PO BOX 70 162 Ferry Rd. Hadlyme, CT. 06439 Phone#: 860-526-9836 1 Email: bill@hpbroom.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $350,000.00 Will the lot be re-graded? RYes EJ No Will excess fill be removed from premises? BYes ❑No 1 PROPERTY INFORMATION Existing use of property: Single family residential home Intended use of property: Single family residentail home Zone or use district in which premises Is situated: Are there any covenants and restrictions with respect to R-120 this property? ❑Yes*No IF YES, PROVIDE A COPY. 5 Check Box Atter Reading- The owme►/w►wector/design professional N responsible for all dralrage rnd storm waw bsu s as prald+d by Chapter 236 0l the Town Godo. APPUGTIDN IS HEREBY MADE to the Building Department for Issuance of a�Building the ng Permit pursuant to the BuWft zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for d w construction of buNOblP, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with aq OPPnc"le l+'iii Ordinances,building code, housing code and regulations and to admit outhorhed Inspectors on premises and In building(%)for necessary Inspections.False stnternents made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): William A. Bartlett IYAuthorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk William Bartlett being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe Vice President of HP Broom Housewright (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 d 20�- - Notary Public . . PROPERTY NEIL AUTHORIZATION (Where the applicant is not the owner) Murray Metcalfe residing at 52 Robin Rd. Weston, Ma. 02493 do hereby authorize William A. Bartlett to apply on my behalf to t Town o iuthold Building Department for approval as described herein. Owner's Signature Date Murray Metcalfe Print Owner's Name 2 C 04/200!22023 CERTIFICATE OF LIABILITY INSURANCE °A�`M / 023 ' 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 rights to the certificate holder in lieu of such arldorsement(s,). PRODUCER NAM$: Ann Archer Thompson and Peck,Inc. PHO'N'E (203)787-6781Ne: (203),392-2807 1412 Whalley Avenue E-MAILss. aarcher@thompsonandpeck.com INSURER(S)AFFORDING COVERAGE NAIC 9 New Haven CT 06515 INSURERA: Republic Franklin Insurance Co 12475 INSURED INSURER B: Admiral Insurance Company 24856 H P Broom Housewright Inc INSURER C: Utica Mutual Insurance Co 25976 162 Ferry Road INSURER D P O Box 70 INSURER E: Hadi me CT 06439-0070 Y INSURER.F: COVERAGES CERTIFICATE NUMBER-. CL2261447351 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. LTR. TYPE OF INSURANCE D wV POLICY NUMBER M/ MDD/YYYY MM/DO/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 00 CLAIMS-MADE �OCCUR PREMISE t:Eaoccunance 5,000 $ MED EXP(Any one person) 1$ A 4559787 06/16/2022 06/16/2023 PERSONAL&ADV INJURY $ 1,000,000 G9 'LAiGGREG'ATELIMIT APPLIES PER- 'GENERAL AGGREGATE $ 2,000,000 NIA POLICY JET F-1LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITYd"^'f7MBtlNE'fl$IN L LrMIT' $ 1,000,000 Ea acc0darvt� BODILY INJURY(Per person) ANYAUTO $ A OWNED SCHEDULED 4546432 06/16/2022 06/16/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLYr Ccld%pn $ UMBRELLA LIAB [XI OCCUR EACH OCCURRENCE $ 5,000,000 B EXCESS LIAB CLAIMS-MADE BF-XO960158007 06/16/2022 06/16/2023 AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION X PER STATUT.. ERH AND EMPLOYERS'LIABILITY Y/N500,000 00 C ANY PROPRIETOR/PARTNER/EXECUTIVE N/A 4444698 06/16/2022 06/16/2023 EL,EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500 IF yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Project location:Metcalfe and Packard Residence,845 Reservoir Road,#699,Fishers Island,NY 06390 CERTIFICATE FOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold,Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD APPROVED AS NOTED '- DATE! � �� B.P. �' OCC�JPANCY OR All exterior lighting �t USE IS UNLAWFUL installed,replaced or FEEcGb BY: repaired shall conform NOTIFY BUILDING DEPARTMENT AT WITHOUT CERT1Fl�ATE to Chapter 172 631-765-1802 8AM TO 4PM FOR THE of the Town Code FOLLOWING INSPECTIONS: ofCrUpANC , 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE COMPLY WITH ALL CODES OF 2. ROUGH-FRAMING&PLUMBING RETAIN STORM WATER RUNOFF NEW W YORK STATE & TOWN CODESI, F_ 3. INSULATION PURSUANT TO CHAPTER 236 AS REQUIRED AND CONDITIONS 07= APPIM-% OWN" r . 4. FINAL-CONSTRUCTION MUST OF THE TOWN CODE. o BE COMPLETE FOR C.O. SOUTHOII)T0MN ZB4 ALL CONSTRUCTION SHALL MEET THE a ....,_SOUTHOLDTOM, PLA..""1'3EOAFD , REQUIREMENTS OF THE CODES OF NEW � " YORK STATE. NOT RESPONSIBLE FOR F >ts+�=TM, PMITREo SOUTiiOLDTO.�"dTRUSTEES �cN. DESIGN OR CONSTRUCTON ERRORS N.Y.S.DEC vr- Ulmy . 4H r.10 ,P% "a"' L A, p VO R lo a D m U12A A V M ,- [M, 0' ' U I D 01 Sheet List Owners: Sheet Sheet Issue Checked Current Revision Building Code Data - Fishers Island Number Sheet Name Date Drawn By By Issued Town of Southold - Zoning Code - Residential - Low Density - R80 Mr. Murray Metcalfe & M s. Louise Packard A000 Cover Sheet 02/13/23 DAN DAN No " Contact: M r. Murray Metcalfe A001A General Notes, Partition Types & Legends 02/13/23 DAN DAN No A001 Doors, Frames and Hardware 02/13/23 DAN DAN No REGULATION REQUIREMENT CURRENTLY PROVIDED PROPOSED 52 Robin Road AO01 C Door& Window Schedules 02/13/23 DAN DAN NO A001 E Project Specifications - Structural Glass Floor 02/13/23 DAN DAN No USE GROUP RESIDENTIAL LOW DENSITY RESIDENTIAL LOW DENSITY RESIDENTIAL LOW DENSITY Weston, Massachusetts 02493 A002 Level C & B - Existing Conditions 02/13/23 DAN DAN No ZONING SUB-DISTRICT R80 R80 R80 M 617-633-0041 A003 Level A & Roof - Existing Conditions 02/13/23 DAN DAN No MAX.HEIGHT 35'or 2 1/2 Stories 29.75' No Change A004 North & East Elevations - Existing Conditions 02/13/23 DAN DAN No MIN.LOT SIZE 87,120 S.F. 105,850 S.F.-Existing No Change A005 South & West Elev's - Existing Conditions 02/13/23 DAN DAN No MIN.STREET FRONTAGE 175 FT. 259.0817. No Change A100 Level C - Demolition Plan 02/13/23 DAN DAN No Architect: A101 Level B - Demolition Plan 02/13/23 DAN DAN No FRONT YARD SETBACK 60 FT. 61.5'Existing No Change All 02 Level A- Demolition Plan 02/13/23 DAN DAN No SIDE YARD SETBACK 20 FT. 32.1' 25.1' A200 Level C - New Construction Plan 02/13/23 DAN DAN NO REAR YARD SETBACK 75 FT. 34.3' No Change Nichols Design Group A201 Level B - New Construction Plan 02/13/23 DAN DAN No HAZARD INDEX 2 2 No Change A202 Level A - New Construction Plan 02/13/23 DAN DAN NO BUILDING FLOOR AREA 5,372 S.F.(no decks) 5,372 S.F.(no decks) Contact: Dewey Nichols, AIA A301 North Elevation - New Construction 02/13/23 DAN DAN No (GROSS S.F.) "�' 5,579 S.F.(with decks) 6,424 S.F.(with decks) 23 M i I I m o nt Street A302 East Elevation - New Construction 02/13/23 DAN DAN No LOT COVERAGE 20%(MAX) 5.3% 5.9% A303 West Elevation - New Construction 02/13/23 DAN DAN No Boston, Massachusetts 02119 A400 Latitudinal Section A-A 02/13/23 DAN DAN No FLOOR AREA RATIO 0.43 0.0519 0.0607 O617-541 -4610 A401 Longitudinal Section 02/13/23 DAN DAN No FLOOR AREA-ATTIC NONE NONE No Change A500 Level C - New Reflected Ceiling Plan 02/13/23 DAN DAN No CONSTRUCTION CLASSIFICATION 5B 5B No Change F 617-541 -8895 A501 Level B - New Reflected Ceiling Plan 02/13/23 DAN DAN No FIRE ALARM SMOKE DETECTORS Yes Yes A502 Level A - New Reflected Ceiliing Plan 02/13/23 DAN DAN No A600 Enlarged Deck Plan 02/13/23 DAN DAN No SPRINKLERS NO NO NO Ge n e ra I Contractor: C100 Site Plan - Existing Conditions 02/13/23 DAN DAN NO FIRE EXTINGUISHERS (2)PROVIDED (2)PROVIDED No Change 0200 Site Plan - New Construction Plan 02/13/23 DAN DAN NO EGRESS UNITS 0.2"/OCCUPANT 0.2"/OCCUPANT=1.8 REQ'D. 0.2"/OCCUPANT= 3.0 REQ'D. E-L000 Level C - New Lighting Plan 03/28/23 DAN DAN No (108(")PROVIDED) (168"PROVIDED) HP Broom H o u sewri g ht, Inc. E-L001 Level B - New Lighting Plan 03/28/23 DAN DAN NO OCCUPANCY LOADING: 1 OCCUPANT:200 S.F. 27 RESIDENTS MAX @ 1:200 S.F. No Change E-L002 Level A- New Lighting Plan 03/28/23 DAN DAN No NO.OF EXITS (2)REQUIRED (6)PROVIDED (7)Provided P O Box 70 - 162 Ferry Rd E-P000 Level C - Power Plan 03/28/23 DAN DAN No Hadl me Connecticut 06439 E-P001 Level B - Power Plan 03/28/23 DAN DAN No n Building Code Data y E-P002 Level A- New Power Plan 03/28/23 DAN DAN No O 860-526-9836 S001 General Notes & Typical Details & 3D View 02/17/23 RLB CCB No M 404-401 -3109 S100 Partial Framing Plan - Level C 02/17/23 RLB CCB No S101 Partial Floor Framing Plans - Levels A & B 02/17/23 RLB CCB No S200 Section at North End Decks & Pergola 02/17/23 RLB CCB No S201 Section Looking North 02/17/23 RLB CCB No (D R rV" R ,M" EDLU 0 ARC HU NICHOLS DESIGN GROUP ) P P-t L co LA ARCHITECTURE & INTERIORS N,, 4 ' �� 10) 26;0 Q- GENERAL NOTES: PARTITION TYPES: FIRE SOUND 1. Do not scale drawings. PARTITIONS: TYPE RATING TEST RATING TEST NOTES: �'� NICHOLS DESIGN GROUP .� ARCHITECTURE & INTERIORS 2. All work performed on this building shall be NEW PRESSURE TREATED in compliance with all pertinent codes, rules, 2X6 WD STUDS @ 16"O.C. ordinances, and regulations of the local, state, 00 NICHOLS DESIGN GROUP and federal govening authorities. 0 23 Millmont Street 1-LAYER 3/4"MARINE A NA NA NA NA Boston, Massachusetts 02119 3. Contractor shall notify the architect, in GRADE PLY.WD. ON BOTH 0 617.54 .4610 writing, of discrepancies found on the drawings SIDES OF PARTITION f 617.541.8895 1-LAYER 6"H.YELLOW CEDAR www.NicholsArchitectsLLC.com or in the specifications. WD.SHAKES W/NATURAL FIN. ON BOTH SIDES OF PARTITION. 4. The contractor shall field verify all NEW 8"TH.CONC. dimensions and job conditions and will notify BLOCK FNDN.WALL the architect in writing, of any conflicts or PFtTHUy deviations from the drawings. o 7SIDIN B NA NA NA NA � n2 X4 WD.STU "5. All work performed under and in connection yNEW WD.SHwith the latest O.S.H.A. safety and health TO MATCH EN� 4 3/4"PRESSURE TREATED PLYWD. standards. 2�o I OF 5/8"CEMENT BOARD W/ 6. All cutting, demolition, and patching of new SKIM COAT PLASTER. EXIST.2X6 WD construction, which is necessary for the STUDS @ 16"O.C. INTERIOR installation of new construction or equipment, co SIDE shall be performed by the contractor who is to ti supply and install the new construction or o C NA NA NA NA ISONENE SPRAY FOAM equipment, unless noted otherwise. Install INSULATION. FILL SOLID. Lintels where required. Maintain fire ratings as 1-LAYER 3/4"MARINE required by applicable codes and as indicated GRADE PLY.WD. on the drawings ands specifications. 1-LAYER6"H.YELLO : L I g p WD.SHAKES W/NATURAL FIN. ON BOTH SIDES OF PARTITION. 7. The contractor shall provide access panels as EXIST.2X4 WD STUDS required for access to mechanical control @ 16"O.C. EXISTING 4 3/4" INTERIOR PARTITION TO devices. Contractor shall co-ordinate 777 — X1 NA NA NA NA REMAIN. EX requirements for fire rated access with o gpl ON EACH SaDE.YP partition rating. All access panels in rated EXIST.2X4 WD STUDS partitions must meet or exceed code @ 16"o.C. EXISTING X2 NA NA NA NA REMAIN. 41/8" INTERIOR PARTITION TO requirements. The contractor shall coordinate — Permit installation of access panels with all finish EXIST.LAYER 5/8-GYP.BD. e I I Set Phas work. April . 15, 2023 5/8"GYP.BD.PLASTER ON INT.SIDE 8. Contractor shall provide F.R.T. wood EXIST.2X6 WD.STUD blocking between studs for wall-mounted BEARING WALL No. Description Date equipment. n X3 NA NA NA NA EXISTING 7 5/8" BEARING WALL TO o REMAIN. EX.FIBERGLASS 9. Contractor shall coordinate location of BATTINSUL. blocking for wall-mounted electrical EXIST.LAYER PLYwD. EXSIT.WD.SHAKE equipment with electrical drawings and for SIDING other wall-mounted equipment with appropriate drawings. EXIST.2 X4 WD.STUD BEARING WALL E0_ 10. All surfaces shall be put into proper to EXISTIcondition to receive paint and other finishes. EX.FIBERGLASS X4 NA NA NA NA EMAING 75/8"BEARING WALL TO Contractor is responsible for defective work BATT INSUL. p EXIST.LAYER PLYWD. /' from any cause, including unsuitable and EXSIT.WD.SHAKE improperly prepared surfaces. Follow SIDING manufacturer's recommendations. EXIST.10"TH.CONC. FNDN.WALL 11. All new surfaces to receive paint, shall be primed in accordance with manufacturer's X5 NA NA NA NA EXISTING 10"FNDN.WALL W/2X4 recommendations. 7 INTERIOR FRAMING TO REMAIN. 12. The fire resistance rating of door labels IX.FIBERGLASS BATTINsuL. shall be as follows: "A" Label - 3 hrs, "B" Label - 11/2 hours, FNDN.WALL"C" Label - 3/4 hr. EXIST. ALL CONC. n EXIST.2 X4 WD.STUDS Ferry Watch 13. Provide F.R.T. wood blocking for all v EXISTING 10"FNDN.WALL W/2X4 casework. X6 NA NA NA NA INTERIOR FRAMING&5/8"GYP.BD.TO 845 Reservoir Road REMAIN. 14. Refer to drawing A-001A for symbols EX.FIBERGLASS BATT Fishers Island , NY end, and partition schedule code and room INSUL. legend, p "EXIST.5/8TH.GYP BD. finish schedule. General Notes, Partition 15. Refer to drawing A-001B for Door and Types & Legends Window Schedules Project number 20006.01 16. Patch and repair existing drywall where Date Jan 31, 2023 demolition has occurred. Drawn by DAN Checked by DAN a ti 0 General Notes A001A M 1/4" = 1'-0" N 0 Scale As indicated N '0' DOOR TYPES LEGEND: Door Hardware Legend Hardware Sets: Exterior Doors: Exterior Doors Specifications: N]" NICHOLS DESIGN GROUP Sliding Door 3�_p�� 7f Exterior Lock Set: Hardware Set 1: ARCHITECTURE & INTERIORS � 3'-0" � 3'-0" >r Mfgr.: Marvin Style: Ultimate Mfgr.: Marvin 1 Set-Multi-point Lock Set on Active leaf provided by door mfgr. %J 109 Exteriors:Aluminum CladGC to fabricate new ext. Function: Multi-Point Lock-Active side 1 Set-Multi-Slide Sliding Door Tracks Color: Stone White. Storage area screening Style: Multi-Slide Door Handle 1 Set-3-point Lock Set provided by door mfgr. Interiors: Pine, Ptd.White door. Pull Style: Modem Door Hardware Model#XO-OX UMDSTK Provide 2x4 pressure Finish: Silver NICHOLS DESIGN GROUP 6070 - treated wd.frame w/ Hardware Set 2: C3 `� i�,',' i�,',' Sliding Door Handles w/3- `° 1 1/4"h.x 1/2"th. 23 Millmont Street point lock on active panel, pressure treated wd. 1 Exterior Storeroom Lock Set Boston, Massachusetts 02119 '-4 7116" Finish: Silver slats spaced @ 2 1/2" Exterior Storeroom Lock Set: 1 1/2Pr. Exterior Commercial Butt Hinges �, o 617.541.4610 &Ext. Ultimate Sliding O.C. f 617.541.8895 rn Mfgr.: Schlage Lj T__1Screen: Color: Stone White Provide Ptd.finish. Function: Storeroom Lever Set o Color: Whitewww.NicholsArchitectsLLC.com Style: Keypad Entry Lock with Flex Lock-Plymouth Collection Knob Style: Lattitude Lever DOOR 01 DOOR 02 Finish: Satin Nickel(US15) Model#: FE595PLY619LAT ED AR Exterior Door Hinge Sets: �O`�� PHU/� ,yi�� ExteriocKinney r Door T e Le end Function: Heavy-Weight Ball Bearing Hine � 1/4" = 1'-0" Size: 4.5"x 4. 9 9 w o Finish: Satin Chrome(US26D/652) o ` ' r- Model#:T4A3786 N9T� Co 630 © OF , E Frame Types Legend Interior Doors: G 13/8"TH.WD. SLIDING DOOR W/ n Hardware Legend PAINTED FIN. 1/4 — 1 -0 31/2"X 3/4"WD.TRIM W/ INTERIOR PART.TYPE"A". PTD. DOUBLE 2X4 PRESSURE INTERIOR PAINTED FINISH. MATCH Cl) SIDE DOUBLE HEADER TREATED WD.STUDS @ STORAGE CASING PROFILE IN EXIST. JAMB. ANCHOR TO DECK ROOM HOME. 0 0'-3 112" WD.SHIM '-0 3/4" FRAME AND POURED CONC. SIDE PAD. 31/2"X 3/4"WD.TRIM W/ PAINTED FINISH. MATCH `r —N PART.TYPE"A". PTD. EXISTING PROFILE AND o STORAGE SCREEEN- �* DIM. b `I PROVIDE PTD. FINISH. �? DOUBLE STUDS @JAMB 3/4"TH.WD.FRAME W/ WD. SHIM II PAINTED FINISH. 2"X4"PRESSURE TRTD.WD. `Q" INTERIOR FRAME W/PAINTED FINISH. o 3/4"TH. WD. FRAME W/ 0'-01/4" 13/8"TH.WD. DOOR W/ SIDE 1 1/4"X 1/2"SPACED 2 PAINTED FINISH. @ �' PAINTED FIN. 0'-4 3/4" 3 1/2"X 314"WD. TRIM W/ 1/2"O.C. PRESSURE PAINTED FINISH. MATCH EXTERIOR TREATED WD. SCREEN W/ EXTERIOR CASING PROFILE IN EXIST. SIDE PAINTED FINISH. SIDE HOME. A� WOOD JAMB DETAIL O WOOD HEAD DETAIL O WOOD JAMB DETAIL - Frame Type Legend Phase 11 - Permit Set April . 15, 2023 No. Description Date Ferry Watch 845 Reservoir Road Fishers Island, NY Doors, Frames and Hardware Project number 20006.01 Date Jan 31, 2023 Drawn by DAN Checked by DAN n o 0 A001 B Cn N 0 Scale As indicated Nr N d' Door Schedule Rough Mark Count Assembly Description Manufacturer Family Door Type Model Description Type Height Width Rough Height Width Lites High Lites Wide 001 1 Exterior Locking Gate Field Fabricated Door-Exterior-Single-Slatted Field Fabricated Slatted Gate 7- 611 31- 011 7- 6 1/2 3- 0 1/2 NICHOLS DESIGN GROUP 201 1 Marvin Windows and Doors Door-Sliding-Marvin-2 Panel—Patio—Door-Ultimate Ultimate Sliding Patio Door USPD6070 6070 SL DOOR USPD6070 6' - 11 1/2" 6' - 0 5/8" 7' - 0" 6' - 1 5/8" 1 1 N]"GARCHITECTURE & INTERIORS X1 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 21 - 811 61 - 91' 2' - 10" X2 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 2' - 811 6 - 911 21 - 1011 X3 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 2' - 8" 61 - 911 Z - 1011 X4 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 6 - 811 21 - 811 61 - 9" 2' - 10" NICHOLS DESIGN GROUP 23 Millmont Street X5 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4_Panel-Wood 32" x 80" 61 - 811 2' - 811 6 - 911 7 - 1011 Boston, Massachusetts 02119 X6 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 21 - 811 6' - 9" 21 - 1011 o 617.541.4610 X7 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4_Panel-Wood 32" x 80" 61 - 81' 21 - 81' 61 - 911 21 - 1011 f 617.541.8895 X8 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 6 - 811 21 - 8" 61 - 911 21 - 1011 www.NicholsArchitectsLLC.com X10 1 Existing To Remain Door-Sliding-Marvin-2 Panel Patio—Door-Clad Clad Sliding Patio Door CSPD6068 7280 SL DOOR CSPD6068 61 - 1011 5' - 8 5/8" 6' - 10 1/2" 5' - 9 5/8" 1 1 X11 1 Existing To Remain Door-Sliding-Marvin-2 Panel Patio—Door-Clad Clad Sliding Patio Door CSPD6068 7280 SL DOOR CSPD6068 61 - 1011 5' - 8 5/8" 6' - 10 1/2" 5' - 9 5/8" 1 1 X12 1 Existing To Remain Door-Sliding-Marvin-2_Panel—Patio—Door-Clad Clad Sliding Patio Door CSPD6068 7280 SL DOOR CSPD6068 61 - 1011 5' - 8 5/8 6' - 10 1/2 5' - 9 5/8 1 1 X13 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 36" x 80" 61 - 811 31 - 011 61 - 911 31 - 211 n,�SREDgRC CSN RTHU X14 1 Existing To Remain Residential_Exterior Door with_Optionai_Storm_Door 15160 D 3-0 x 6-8 x 5.75 x 2 Half-Lite 61 - 811 3' - 011 71 - 011 31 -411 �, y P R 41 X26 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32 x 80 61 - 811 21 - 811 61 - 911 21 - 10" * U �� o X27 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 81' 21 - 81' 61 - 911 2' - 10" X28 1 Interior Doors with Frames ExistingTo Remain Door-Interior-Single-4 32" x 80" 6 - 81' 21 - 811 61 - 9" 21 - 10" �'� � 42�. CIO 32" x80" 6' - 8" 2' - 8" 6' - 9" 2' - 10" 3° X29 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood O X30 1 Existing To Remain Door-Bifold_9052 Porta de Fole Aberta 45 Graus 6 - 811 51 - 011 OF E X33 1 Interior Wood Doors with TruStile Doors, LLC door-trustile doors-ts4000 TS4000 TruStile (TS) Series 32" x 80" 61 - 811 21 - 8" 7' - 0" 31 - 411 Wood Frames X35 1 Existing To Remain Door-Bifold_9052 Porta de Fole Aberta 45 Graus 61 - 811 51 - 011 X35 1 Interior Wood Doors with TruStile Doors, LLC door-trustile_doors-ts4000 TS4000 TruStile (TS) Series 32" x 80" 61 - 811 21 - 811 T - 011 T - 4" Wood Frames Existing To Remain X39 1 Solid Exterior Doors Door-Exterior-Double 60" x 84" 71 - 01' 51 - 01' 71 - 41' 5' - 4" X43 1 Existing To Remain Door-Bifold_9052 Porta de Fole Aberta 45 Graus 61 - 811 51 - 011 X46 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4_Panel-Wood 32" x 80" 61 - 811 21 - 8" 6 - 911 2' - 10" X47 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 81' 21 - 8" 61 - 911 20 - 1011 X48 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 2' - 8'1 61 - 911 21 - 1011 X49 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 6 - 811 21 - 8" 61 - 91' 21 - 1011 X50 1 Interior Doors Existing To Remain Int-Bifold_door_2_wide-6_panel-Colonial_Reg_Casing_1734 (1) 30" x 80" 61 - 711 21 - 611 6' - 10 1/2" 21 - 91' X51 1 TruStile TS2060_Double_6617 (1) TS1000 (2) 1'-9" x 6'-8" 61 - 8" 3' - 611 X53 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-Pocket-2 Panel-Wood 32" x 80" 6' - 8" 2' - 811 7' - 0 1/2" 51 - 511 X63 1 Interior Doors with Frames Door-Interior-Single-4 Panel-Wood 20" x 80" 6 - 811 1' - 8" 61 - 911 11 - 1011 X65 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 21 - 811 61 - 911 21 - 1011 X66 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 2' - 811 61 - 911 21 - 1011 X68 1 Interior Doors with Frames Existing To Remain Door-interior-Single-4 Panel-Wood 32" x 80" 61 - 811 21 - 811 61 - 911 2' - 10" X69 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 8" 21 - 811 61 - 9" Z - 1011 Phase I I — Permit Set X70 1 Interior Doors with Frames Existing To Remain Door-interior-Single-4 Panel-Wood 32" x 80" 61 - 811 21 - 8" 61 - 911 21 - 1011 April . 15 2023 X71 1 Interior Doors with Frames Existing To Remain Door-Interior-Single-4 Panel-Wood 32" x 80" 61 - 811 21 - 811 61 - 911 21 - 10" X72 1 Interior Doors Existing To Remain Bifold_four_panel_door_2—Panel with arch_top..3371 72" x 84" 71 - 0" 61 - 01' X75 1 Existing To Remain Residential—Exterior Door with_Optional_Storm_Door 15160 A 3-0 x 6-8 x 5.75 x 2 Flush 61 - 811 31 - 01' 61 - 1011 31 -411 No. Description Date Grand total: 40 Window Schedule Nominal Nominal Rough Rough Lites Lites Type Mark Count Manufacturer Model Cladding Material Type Height Width Height Width High Wide A01 2 Marvin Windows and Doors CUDH-NG3030 Aluminum-Marvin-Stonewhite CUDH-NG3030 51 - 811 3' - 0" 5' - 8" 3' - 0 1/4" B01 2 Marvin Windows and Doors CUDH-NG2630 Aluminum-Marvin-Stonewhite CUDH-NG2630 5' - 8" 21 - 81' 51 - 811 2' - 8 1/4" B02 1 Marvin Windows and Doors CUDH-NG4030 Aluminum-Marvin-Stonewhite CUDH-NG4030 5' - 8" 31 - 10" 51 - 811 3' - 10 1/4" B03 2 Marvin Windows and Doors CUDHT-NG2612 Aluminum-Marvin-Stonewhite CUDHT-NG2612 l' - 8" 2' - 8" 1' - 8 3/16" 2' - 8 1/4" 1 1 B04 1 Marvin Windows and Doors CUDHT-NG4012 Aluminum-Marvin-Stonewhite CUDHT-NG4012 l' - 8" 3' - 1011 1' - 8 3/16" 3' - 10 1/4" 1 1 X18 18 Existing to remain 33" x 65" 5' - 5 1/2" 2' - 9 1/2" X21 3 Existing to remain 43" x 65" X22 7 Existing to remain 30" x 65" 51 - 51/211 21 - 611 X23 2 Existing to remain 27" x 80" X24 4 Existing to remain 33" x 33" Ferry Watch X26 3 Existing to remain 24 x 82 X28 2 Existing to remain 27" x 65" 5' - 5 1/2" 2' - 3 1/2" ' 1 Existing to remain 45" x 65" 5 Reservoir Road X29 g X34 2 Existing to remain 36" x 78" 6' - 6 1/2" 3' - 0 1/2" Fishers Island, NY X35 2 Existing to remain 36" x 54" 4' - 6 1/2" 3' - 0 1/2" X41 6 Existing to remain 28" x 28" Door & Window X56 2 Existingto remain 24" x 36" 3' - 0 1/2" 2' - 0 1/2" X65 1 Existing to remain UAWNP04836 Aluminum-Marvin-Stonewhite UAWNP02828 .21 - 411 .21 -411 2' - 3 5/8" 2' - 5" 1 1 Schedules X68 1 Existing to remain CUDH-NG3028 Aluminum-Marvin-Stonewhite CUDH-NG4026 51 - 011 31 - 10" 51 - 01' 3' - 10 1/4" X77 2 Existing to remain CUDH-NG3028 Aluminum-Marvin-Stonewhite CUDH-NG2826 51 - 011 2' - 10" 51 - 011 2' - 10 1/4" Project number 20006.01 Grand total: 64 Date Jan 31, 2023 Drawn by DAN Checked by DANco n 0 A001 C M N O Scale v 04 1.5 DELIVERY, STORAGE, AND HANDLING 1. Tc p Layer-T, Tprtir.nwd .loinkrrt'In Anti-Slip Glasfi Grit"-, 2. 060" Lamination Lafo'-Polyla'n (we'thanc • .090") or EVA ��� NICHOLS DESIGN GROUP A. Delivery: De'iver materials to silo in marufa cturer's origiral, unopened conla'rers and 3. i-.5d~ileyTempered Glas� ARCHITECTURE 8t INTERIORS Product Guide Specification -June 3, 2921 prckrgin 1, frith rabels cl€�nrly idinlifyin product n�trr7p and rrtartuf ctt�rpt. �:. .0'CA" Larninrtinn Layer- Pnlylartl (wpfharrQ) cr EVA 5. 13ottcR; Layer-3.'S"Tempered Glass P.. Storax e- Stere materials it clean, dry area indoors in accordance with manu"acturer's 6, No opaque materials shat! be. in-cluded on the top surface instructions_ SECTION 8800 E_ Aesthetic 01ja1l'bs ("Cipl-ons) NICHOLS DESIGN GROUP General Glazing -Glass Floor C. HanJfr,- Protect male"ials and finish from. damage during har-11 rrr and installation, 1, Effa^ti�,ely Trarsp+a-ent 23 Millmont Street 2. Tpr�p€*nines Logos-Yes 3. /anti-Scra'ch Yes Boston Massachusetts 02119 PART 1 GENERAL PART 2 PRODUCTS 4. Celiac coat ppriml:ter I:l hula We frames-Yes o 617.541.4610 f 617.541.8895 1.1 SECTION INCLUDES 2.1 MANUFACTURER F. Support Frtnrnw Requirernerts www.NicholsArchitectsLLC.com 1• P,1Qtal System Io bP tY, Mpaliblk- tie°5th J=kirna glass f Dor anti follow their rezornrnenrWiwis, A. Glass Flooring A. Jockimo Inc. (sa:t'a,•_jockimo.corn) 949-251-153x, 949-251-0126 fax_ 2. P,letai Frame Basis of Design: lGammans Skylight Systems B. Exterior Appl-cation -- no thermal requirements B. Technical,Product Contact: Igor Bcai.lfls, i1�r^ cur la J.cr�r�r 1419} 382-ft74i3 zSnds$y. .l f.. :� -:.:.: .:�r C, No StibFili'Mlions 10 Beavers St, 1.2 RELATED SECTIONS Newnan GA 30253 'CEREDq 2.2 MATERIALS 770-254-1992, c)404-457-5682 A. pc:tion 88,10 -Genpral GIarinc �. z,..,-•,•:. :-r:�.r_x='f�f . .-• :;''f.=-1::s �G PRTMUR �i A_ Structural Requirer;.ents_ 3. De'lcct on Ratio^ L150°3 1.3 REFERENCES 1, Load Rating- Eased o-i ASCE Tab 4,1 and IBC, Table 11613-7.1F ti, w �s � Z. Steel Frarr-hg �, o =gar", O a. Dnad Load-`eight of the glass 4 5. Sll!!Pl cc)lc�r_ Black-ponv1pr crwir-. " I r A. ASTM IC1048, standard specification for heat treated glass-kind HS, kind FT coated and b. Uniformly distrib'utcd I:vo load - 10.0 psf r t r.r r F N �, 6. Clips and Fa., en'er� S a nloss steel or Garn•nars approved fastener % urcaat=J co c Cc'rcent•a'ed Lure Load- ?C°0 lbs over d sgtra-e inches, 7, Glazing llvlaterial - Refer to Jockimo- test reporis and struC11.1ra'_s,lpport pd'f. 1'�. o� d. Ar),il ql-.q ar mstinel mull consider abovp cnr 0it nriq sr:prralpl?t 1--nd togatl-pr. t F!. ln.p!�ratpci LED Chan-tpl- (Vr5 G 2830 O / B. ASTr•.1 G1172-91, standard application for la-nina'od archi'ecturol fat glass. e. Loads are appl`c�d aSSI-M-bg one lite is already compromised. 9. Flat and d LE Glazing Surface ?. DfMection Rating- 1-x360 C. ASTr'.1 IC1036, Typo 1-transparenl, S€ntpc:t OU-21 t;° 3. Snow Loads: PART 3 EXECUTION / Z. Suppo�t Structure - steel , Ir` D. ASCE Tab 4,1 and IBC, Table 16307,1 5, Fual perimeter s, prom- t 5" bearing SLIP-Ocrt: 3.1 EXAMINATION / 6. To be verif cd using Flni'e Element Analysis E. ASTf.r 2751.11. Standard Practice for the Design and Performance of Supported Glass 7. Panel sizes. 4E" x 18' A. Examine areas to receive floor creenoutS. Notifv Architect of conditions that would adversely �t"�alrC�rraar�. � aftert insiallatinn Cr st,kls=rt;�'nt 41:�!? Cao net pr�;ree+~i i,•,I.h in5ta'•laiir�n 41nt'I unsa',is`aclory B. Safety Recui ernents -Anti-Sc•.It.p F. SA t-18 198:2014 (Austrolirn) conditions are corrected. Speci Jnr Notes. Plensr see Jowl.1mo's design guide for anti-S"ip surfrc€rs. DCOF iS Pin most 3.2 INSTALLATION G. British Saecification 7976-2 importan'requiremer,t_ SCOF has very lim tied usefulness. All recuirements n7ust be tied t3a. specific 1.4 SUBMITTALS tes'irr standard, 602021 update-8101,3 Fas expired. Thus, W:Sl cern ica"'on i=, base--4 on an A. Adh+�rc t4 Jz�ckirnc'4 Structtl-al Suppe~+Guidelines. exp'rpd tpSt standard. B_ Use S;l cone comnatlb!e v.it*I lari'rc ted glass_ A. Comply v.i'h Section 01330- Submittal Proced,res. 1. Dynamic Go-off;cicrt of Fric.lion (Moastirec Dynarr'ic Cor�fficinnt of Friction (DCOF). B'ilish C, Fnsura that class sits on a laical slrrfar:e. B_ Prodi;ct Data: Subrn-t manufacturer's prod.Ict data:_ including installation instructions• Pendulum Test (3PN) = Pendulum Velocity Test(P\,rT)} 2, SA HIS 198 test standard - 36 SPN (see stardan!'s tablas for ratiggs vs, appl'caat on) 3.3 PROTECTION C. Ersginr-.PriF)q Rep€rt: Submit 3. British S,.^.e^ific`,alion 7976-2-26 PTV Al`test must be conducted ,and cornplet^'d by an Independent Test-na Agercy or Facility A. Prcte-cl.glass from damage duri-lg construction. a. Glass Engineering Re^crt. b. Framo,Slhop Dray"rings C. GI-ass, htrtoriaf: 1. Clear Floa'Glass (gJ een hue). D. Anti-Sli7 Documentation: SA H9 1'98 reports anJtor Bri°ish Specification 79715-2 2, I.ov Iron G`as5+ (examnIps Dp'.ivrt;i`e, Starfirp, Fclrn��,'hile), END OF SECTION D. Glass rrfeko up: basis of Design -_Jookimo's Crystal CfceFA, Phase II - Permit Set L .12/2,'3121 - L � ,:_l Yi 7 i-ld _i _f': E!2/2021 } r',vir_cr2 matI•: tl2f2I321 April. 15, 2023 No. Description Date Jocl< JA O. ■ ocklmO Advanced Architpctural Products - Advanrrrrl Arct•iterhual Prod:.-t; Structural Support Methods �} R r � I a i t Y * , Tlll'Ye a?ft?rl:R'+f'fc,l,options a',al'at?le to�iaf{ s1J>ll3'[ 13r f. 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V S Clla,,t r, a 1 ,t., rlt,rl rlt;tf l li tai,u it Fishers Island, N 5n If"-,F sIl Irr.yr. 5['l}I-clr�-c n:rt rllcrn:'iahli.:isr:rr:h h=c3.c:I s:l:cls•u:a. s t !LhMt- II.tAr' r^vc r1R.rl coMe�Trlti.it Jncl•:'-n Ci, Inc. 2C+1:1 s'rV Cllr•_+,,54-a I”r-t •�1:•1 a7�lAh•.• • _ FR °:= �" Project Specifications � r- c k•�eG'5 r d�t:1.m+wl:d•n,•m•rr,�l=T•,(:•=+n\.•t.•In.K+,vtYufdr.lnia:r;a�rurr.•!.,•.•:L,:r r hent.:Qa°7.i.r 1..+:G p: 1-`'.m'hrh- 1 c�9F'F t -1'.71 S. 1,;:;-t tri' cH!_7R- L.nc,S,.•It hnc.l.41un t:r: Ru'r+z tf 1!•:w•'.r` _ _ :!i 7!t•nm Y- ply 'r1:+,•.•.v1,;.m•,in}bay:d,+,F}r:r Sm•r.:r L•h-:rdtnrr;:i.vrr. Rrt".M+-ffNun tvty+•r.:.:fA+rt�r Ca'.rh Structural Glass FIoor -.°.rr:'-�•.'�" '-,. - .- a,rn r-tD.r 41 9t_'I 14-.1,',n, •+`.;.,r• ,pro++" ., --A:.r�yr _.... 'r•• � � I:n:,:.dr:r:•.-.0 lY.a•,Ir.•An1ir.,,, Inr.•�r�r ll:u,n:•. 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Powder Ro 009 om ; Ex. Masten Bath X5 X7 Ex. Clo. xs XE-010 XB-012 Ex. CIO. [—XB-011 A005 Ferry Watch 845 Reservoir Road Fishers Island, NY Level C & B - Existing Level C - Existing Conditions Conditions Project number 20006.0 1-011 1 Date Jan 31, 2023 Drawn by DAN Checked by DAN A002CID Mx• 7 Ex.'Man N O Scale 1/8" = 1'-0" N NNICHOLS]GARCHITECTURE DESIGN GROUP & INTERIORS 11 .2 2 3 4 5 11 .2 2 3 4 5 NICHOLS DESIGN GROUP 23 Millmont Street I I I I I I Boston, M617.541.4610 2119 o f 617.541.8895 I I I www.NicholsArchitectsLLC.com I I I I I I I I I I I I I I � EREDq A004 PRTHU�,RC.S/� 1 I I I A004 0 y r►a 0 co IIL IL I I IHILL I �� 04201 X. CIO. HHH 11I I I of 3 �o -q04 I I I N I I I Ex. Clo. IJkA _ — — _ _ I f XA-002 I I I Open to49 B _ _ Below — Ex. Bedroomd ' 04 jXA-001 ; I EX. '(torr. ; ' 9 XA' 03 6 Ex. ath'03. � i IIIIII I J It HU 11 111 It 1111 11 u.. X63 i .i IjII � I . I i . 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Balc ny i Aoo4 xA-o0� April. 152023 � HIIIIA p -- - Jill 11 It"Hun C No. Description Date " 111111 July 11111111 D I Mil LIW - I I E _ _ I E - - - - - - I I — I 1 A005 1 It LLLIL 11 A005 Ferry Watch 845 Reservoir Road Fishers Island, NY Level A & Roof - �Level A - Existing Conditions n Roof Level - Existing Conons xisting Conditions Project number 20006.01 Date Jan 31, 2023 Drawn by DAN Checked by DAN d co co m A003M N O Scale 1/8" = 1'-0" Q N 5 4 3 2 1 .2 N NICHOLS DESIGN GROUP ARCHITECTURE & INTERIORS I I I I I I Roof Level - Existing _ Conditions _ _ _ _ _ — — — — — — — NICHOLS DESIGN GROUP ' - 1 1/4" I I I I I I 23 Millmont Street Boston, Massachusetts 02119 :n, - ,,J o 617 541 4610 f 617.541.8895 www.NicholsArchitectsLLC.com IT WIL 2' 41 k� ^ Level A - Existing y, ._ + a u1, \5� EtED R� a ,1 u , TH _ Conditions x, r, .�, ,,u ;w 7 U ti�� _ _ x R R CO k. Level B- Existing r 9�V,o�zs3o _Conditions _u _4 ;"IT 4n r_. _ 11 i_/4" — =1 :::---I I I �;,III ,;III 1 I I=IIIA =_ —_ __— __—— --- 1=III=III=III=Level C - Existing=l I I=I I= I I=I I I=III—III=III—III=III=III=I ISI=III=III=I I=III= III= I IConditions =1 I I-I I I=1 —.° �I°=III=III=III=III-III=III=III III=III III=III-III=III=III=III=�1=III=11 =III=1 I III=III=1 I I=1 I I=III=III=III=III== =III=1 11=III=III=III—IIIIII—III=III=III=III— I I—I�I— I I—III—IIIIII_III—III_III—III—III—I�I—III—III—IIIIII—III—III—III—III—III—III—III—III== =I - 11=1 11=1 I ISI I =1 11=1 11=1 11=1 11= 11=1 11=1 I I^I 11=1 11=1 1=1 11=1 I I-1 11=1 I I-1 11=1 11=1 11=1 1 11 11=1 11=1 11=1 11=1 11=1 1 1=111=1 11=1 11=1 I I-1 1 11 11=1 11= 11=1 11=1 11=1 11= -1 I I-1 I I-111-11 -1 I I I I-1 I1 I I-1 I I-1 11-111— I- 1 I I=1 11-111— 1 I I-1 I I-1 11= North Elevation - Existin Conditions Phase 11 - Permit Set April . 15, 2023 No. Description Date F E D C B A I I I I I I Roof Level - Existing _ Conditions _37' - 1 1/4" I I —I _ - I I 41 rnj i '00 -L-, �, -41 t u Level A - Existing Conditions " — — r t r 18' - 5 1/8" r 7,..,4- '. X - _ r ,.� -- - :nr ti- � ■ 4 I - j` _-�' I ^' t` '_ ill' L4,L- .:-.i'_'"i'i.-',�) - f T _ - I 1. L ••-- ,ma .J-41 -J L --•`� -.w �-ti. Tl .'(il1 .J-. Level B- Existing _ r V _ w Ferry Watch rh Conditions- -8' - onditions_ �__� X11 1/4" — = 4Reservoir Road 8 - 5 Level C Existing Fishers Island , NY —Conditions I . - • : � � _. - • •I . � . - • " - . : � _ -• 'I _ , _ I - _ . _ _ • _ . - � • � - � -•I. - •• ' - :I — — — _ _ :• North & East Elevations - Existing Conditions Project number 20006.01 Date Jan 31, 2023 Drawn by DAN Checked by DAN a co East Elevation - Existin Conditions A004 N O Scale 1/8" = 1'-0" 14 N N GARCHITECTURE NICHOLS DESIGN GROUP & INTERIORS 11 .2 2 3 4 5 NICHOLS DESIGN GROUP 23 Millmont Street I I I t I I Boston, Massachusetts 02119 o 617.541.4610 f 617.541.8895 Roof Level - Existing www.NicholsArchitectsLLC.com _ Conditions — — — — 37' - 1 1/4" 'CE'RED q� �r �` n c z t .� ,u. A. C9 PRTNU ti R � _ r W s ion co st Ty I OF Level A - Existing _ Conditions - 18 - 51/8 - + � �` 1J ils or u J l r. µ ,;�. �Wi,vJ4- r ��� 1 , 'I`�`"�11f'u, l Level B- Existing �, + =:L + t -r _ y ,- •i`♦ r-+ -r- '- .j.,i=;�, _e 1-T _ „T .i — �� Conditions 1_1 1-/411 — Level C - ExistingI- Conditions 0' _0" = 1=1 I I=III=III III=III III=III=III=III=III III=1 11=I I =1 I = I 1=I I =III=1 I =III=III=III=III=III=1 I=1 — I=1 I I_I 11=1 11=1 I I—I I I_I I_ I I_ I I_I I I—III—I I —I I II I_ I I—III—III—III—III—III I I — _ _ _ _ _ I I-1 11=1 I I=: 11=1 I I-1 I I-1 I I-111=I I I-1 I I-1 11=1 I I=1 I I-1 I I-1 11=1 11=1 11=1 11=1 1= 11=1I =1 11=1 11=1 11=1 I I—I 11=1 I I-1 I I-1 I I=1 I I-1 1 ;, 1=1 I I-1 I I ,I I I,;,I I I_, ,I I II;,I I I ,►,111,;,1 I I,;,I I I,;,I I I, I I I_, , I I I,;, I ,4M T-a77 RM-i � � I—II ►—► � �—� � �—III—� � �—� � I—I ► I—. II I . . . II � I � ► � I I . ► . II I . . � � � 1 South Elevation - Existin Conditions Phase II - Permit et 1/8 - 11-011 April . 15, 2023 No. Description Date A B C D E F I I I I I I Roof Level - Existing _ ConditionsV7—3T 37' - 1 1/4" t Y X 4, Level A - Existing r" Lew. ;. y �, LL� � Y L �1 u� -�'t'';�lht''- �, ;y "r r.rir +.. .. j ;,�t� � U,ut .r.- �p Conditions - -18' L ;,k �;�t ��`��� ��. P� -�4-..N,O ' A1- '' _ 1. 1•. ,1, ,t!� .1il. .i .�. .,1-`+�L 1^'�-r,�r µL U q. Level B- Existing u T _Conditions FerryWatch VIL JT tU • x 2 u 845 Reservoir Road Level C - Existing ili il Ira.rtry Fishers Island , NY Conditions _ — - u,n j� r. c}� :. _ _ — Ila-/ 01 - oil _ _ _ _ _ South & West Elev s - 7FT— =111=1 — _ I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=111=III=111=111=111=III=III=III Existing Conditions III-III—I 11-) I I-III-I I-IIIIII-III-III-III-III-) 1 I-I I ( I I = - -III- I I-1 11=1 I I-1 I I-1 11=1 I-1 I I-1 I-1 I I-1 11=1 11=1 11=1 11=1 f�7r- =1 I I=1 I I=1 11=1 I I=1 11=1 11= I-1 I I=1 11=1 I I=1 I I=1 I-1 11=1 11=1 I I-III-III-III-III-III-III-III-I I -III- I I- - Project number 20006.01 Date Jan 31, 2023 Drawn by DAN Checked by DAN a- N West Elevation - Existin Conditions A005 M 0 Scale 1/81, 1'-0" N Demolition Legend __-___= Partition or component to be removed and disposed of. 1 1 .2 2 3 4 5 � NICHOLS DESIGN GROUP D Existing Construction to remain. ] ARCHITECTURE & INTERIORS NICHOLS DESIGN GROUP I—III—III—I I—III—III—III III—IIIIII—III—III—III—III—III III—III—III—III—III—IIIIII—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— 23 Millmont Street —I ! 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NNICHOLS DESIGN GROUP D Existing Construction to remain. ]GARCHITECTURE & INTERIORS I I I ( I I I NICHOLS DESIGN GROUP 23 Millmont Street Boston, Massachusetts 02119 o 617.541.4610 f 617.541.8895 I I I I I I www.NicholsArchitectsLLC.com Demolition Legend 1/4" = 1'-0" I I I I I I \5'�ERE�ARS C� p.RTHUR n I I I I I * o �,= r -� 4Z 34 I I I I I OF E rT=-n---irk II I h n II II IF f T II I II II II I I ! i it I IL I � I I II I II II u I _ II I II II ��, Ijl ' l , illi ,li ; 1. F-- Illll _ I II I I I I II i IIII i ' it ! I ' I ! Ii i i j fill i i ! Illi ) I : I I l i ! I I I I : I I I I I i ii I I I I I_ i I i Phase 11 - Permit Set April . 15, 2023 l I 100 _� III l l I I c II II ;I li {I� O i I I I I I ; No. Description Date ISI E I i 'I I ; If I II I I I I I ! I I I I I I I uP I IIS I I ! III I ! I i I I i i I I I I ! i I ( ' I I lI ! II I Iii I � ll I I l I i I I I I I i II I i I I I III I I; i i I I I I i i i t i I i i I I l i i t l I I I I I I : I i I I I I I I I , I ' I II I I ii ! 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N-G NICHOLS DESIGN GROUP I ( I I D Existing Construction to remain. .� ARCHITECTURE & INTERIORS I NICHOLS DESIGN GROUP 23 Millmont Street Boston, Massachusetts 02119 o 617.541.4610 I I I I I www.NicholsArchitectsLLC.com Demolition Legend I I I 1'-0" I I SR PRED RRctii LU s p I 1 c ai rl rr '9 �g2630 IIII Of 11 QU 11 11 It If[I 1] 11 rl 11111] 11 fill 11111ill I EIJJ-UJIILIJIIJI JIM � l 11 11 11 11 it It 11 11 11 If 11 if 11 11 11 it 11 1111 11 11 11 it I I If 11 11 1 I 1 11 11 If 11 1111 11 11 111 111 Hill IIIIII IIIIII Iflill IIIIII Mill Ill 11 111111 1114111 11 HIT 11 fill 11 1111 ILL11111-U.11.] ilull 111111, IIT 11 1 I I I I I B.1 B11 ; li! ' ! Ii1 � Iii I' I � III i V I I I • I i ( I I I i ' ' i l i i � - _--- -_ I Ili I I I Ill I II I _i I , - - 1 1 ► ; ) I I ! 1 1 1 ! ; , ; ► I -- Phase l l - Permit Set hII II ill II I .._ _i Ij DN i I April . 15, 2023 III - ' 0i I I 1 I I _ I l I . I 77 I f l ! No. Description Date i I I it i 1 I i I i I C I 1 I i i I , i C — — — — Z T7 -- ---I I I it III 1 11 IM I I fill 11 Hli 11 Ill 11 111111 Jill 11 Ill]11 111111 Jill If Ill I If I fill if fill If 11 11 11 1 Lilli 11 111111 Illill I I fill 11 1111 11 [Ill 11 [Ill 1 11 Ill]H fill 11 fill 11 fill 11 Ill 1 11 IM 11 1111 11 illI I If 11 11 11 1111 11 11 11 If 11 1' 1 If I IIIII IIIIII IIIIII 111111 11 If 11 11 11 11 11 11 11 1111 11 1 HIT 11 111111 HIT 11 11111111 111111 Ili JIM Illiff IIIIII 111111 11 p - - - i I IIILLLIIJIMll Jill If Jill 11 11 11_ I H fill 11 1111 11, Ill H If 11 it 11 11 11 11 11 Ill 11 UU 11 UU it 1111 11 fill 11 jIli 11[Ill ( ItIIIIIII Ferry Watch fit IiIIIIIIIIII lill Hill 111 11 If 11 11 11 11 if 11 11 11 1I 845 Reservoir Road Fishers Island , NY - Hill 111111 111111 IIITII fli 11 111 11 Ill I I Level A - Demolition -1 Hill Ill 11 111 11,11 Ill 11 11 Jill Illhill'i'lil Plan Project number 20006.01 Date Jan 31, 2023 77 Drawn by DAN Checked by DANIt n N to Al 02 n Level A - Demolition Plan N 3/16" = 1'-0" Scale As indicated N '�V New Construction Plan Legend 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 ( 5 1 SYMBOL: NOTES: A401 © NEW OR EXISTING CONSTRUCTION TO REMAIN. REFER TO N I C H O LS DESIGN GROUP PARTITION TYPES. .. ARCHITECTURE & INTERIORS I I I I I �— NEW OR EXISTING REINFORCED CONCRETE FOUNDATION AND I I I I II - 1 I ��• L--J FOOTING. REFER TO STRUCTURAL PLANS. NEW OR EXISTING PARTITION TYPE SYMBOL. REFER TO PARTITION NICHOLS DESIGN GROUP TYPE SCHEDULE. 23 Millmont Street 11 1 _ 01 Boston, Massachusetts 02119 j I O NEW OR EXISTING WINDOW TYPE SYMBOL. REFER TO WINDOW o 617.541.4610 2 0 T 7 2 0 0 -2 5/16 1 SCHEDULE. f 617.541.8895 DOOR www.NicholsArchitectsLLC.com A I I I I I FRAME NEW OR EXISTING DOOR,FRAME AND HARDWARE SYMBOL. REFER I I I I X TO DOOR FRAME AND HARDWARE SCHEDULES. B A.1 - _ _ B _ ---- HARDWARE o � I B B - -- NEW OR EXISTING DOOR NUMBER SYMBOL REFER TO DOOR Z� 0'-6" 1 B 9'-6" 1 15' 10 1/16" 4'-5 5/8" r- flu I I O SCHEDULE FOR NOTES AND SIZES. �.�ERED qRc X INDICATES EXISTING TO REMAIN. � �lv �L�� LIJ A.5 — — — I — I— -� 1 * y ' '� n New Construction Legend tt f V (P c I I I I I I 11411 = 1'-0" may o -- Q ao N _ ; ------ L � 4�6 3 � A.V fV O 0— B / OF Q 0'-211/16" .I N B - I 1 1 I 1 Level C - New Construction A.9 -N - Plan Keynotes 0'-517/32" B co c N E . Ut'ility,Rootn s' — A — — X39 X 6 I _ New conc.masonry piers w/Yellow Cedar Shakes over exposed surfaces. EB7005. I I O Provide with 2"h.Azek trim,w/3/4"th.Azek top cap and aluminum flashing x I I (ptd.White)as indicated. co t A400 A x GC to provide and install new T-0"w.wd. screen,gate. Construct from N B 001 f B 11� III •• _ __—_ _ _ — w . horizontal fastened x w .vertical � B 1/2"th x 1 1/4"h IPE d ho ' t l strips aste d to 2 4 d rt-cal B.1 - - _ - __ X69 GC to provide and install new wd. screen. Construct from 1/2"th x 1 1/4"h. I B 3 ' IPE wd. horizontal strips fastened to 2x4 wd.vertical frame @ T-0"o-c. Nvca I Xxx• N N 2'-2", GC to provide and install 18"x 24"-2"th. Blue Stone walk-off pad in area B I ; '-2 1/2" O indicated. o N 0 2 Area in gray shaded region indicates exist.const.to remain. A40 IA11/32�0 E'D3 _o 00, C3 4'-0 15'-8 112"_ Ex.-$ Orap@' 6' _ _ -, - - -. - - - _ - - - • - •_ - - '_ • , _ • _ x6 .C=006_ •; ` l 2 =o I Ex. C16. h_'; . - I- - 1 ',_ Level C - New Construction Plan Keynotes „ W, X -X X Ph _ ase 11 - Permit Set 7_ �.e 1 -I�, • 6 I 1 A302 X r April 15, 2023 9'-5 1/2" i -- - - - `X35- - '��� � _ .,1- 1 -,I- _N - - � -_ - - - • 77 7 .XXX - ¢mac . a,' _ No. Description Date 81-0 U x12 x I• .".�IVork-oluit o = i �'�_•Exist ,Storage - I I x l: ROOM .1 -8" i 5 Ek- Statr_ Xs i : ; _ 0007 , :C-008- 6'-9" 1,-8 „ X _ - - 1 - � 1 •I' � 11 20' o" � -- — — 1, F '�. x --- - - a - - - - -- - LO Ex,'Bedroom.02: - C-012- 1 Ex:tau dry'_ - , I C-0 3. , _ Ferry Watch X' X .X XXX E -- - - -- - - - - ► 845 Reservoir Road 1046 — ao : . X50 - Co X ; - _T _- 6 r Fishers Island, NY 6' 1 - XX _ :X 3 - = o ' Level C - New Ez:Clo.: x' x - - - Construction Plan ."J C-7 Project number 20006.01 F — — — — — _ — _ — —7 — — Date Jan 31, 2023 6'-23/16", 11'-813/16' 8'-0' 2'-0' N el 1/ Drawn by DAN Existing Bath 02 Checked by DAN00 a C-010 M evel C - New Construction Plan A200 M 0 ScaleAs indicated N 'Ch 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 5 New Construction Plan Legend 1 SYMBOL: NOTES: A401 I 29' 519/32' N. NICHOLS DESIGN GROUP 5 5/32" g'_7" 13'-3 7/8" 4'-5 5/8" I 0 NEW OR EXISTING CONSTRUCTION TO REMAIN. REFER TO _ ' I PARTITION TYPES. ARCHITECTURE & INTERIORS 27'-9 5/32" 5'-1 7/32' NEW OR EXISTING REINFORCED CONCRETE FOUNDATION AND 1 -3 15/32" '-2 9/32" 21'-4 19/32" 3'-2 913Y '-4 31/32" I _J FOOTING. REFER TO STRUCTURAL PLANS. ' -2'-7 1/4" „ 4S0 o I 2?- 1/4" 7/32" 1 I 2'-0 7/32' I I NICHOLS DESIGN GROUP \ I X NEW OR EXISTING PARTITION TYPE SYMBOL. REFER TO PARTITION --- --- --- -- -- --- -- H TYPE SCHEDULE. 23 Mlllmont Street - ----- - ------- ------ --------- - - Boston, Massachusetts 02119 --- --------- Iv-- -- ------- - ` — O NEW OR EXISTING WINDOW TYPE SYMBOL. REFER TO WINDOW o 617.541.4610 I _ _ o `o _ _ _ _ E I SCHEDULE. f 617.541.8895 M - - - - - I A301 \ _ _ DOOR �, E � � I I www.NicholsArchitectsLLC.com � I H i I I D 11-0" 1'-0 1 FRAME NEW OR EXISTING DOOR,FRAME AND HARDWARE SYMBOL. REFER -i IH x TO DOOR FRAME AND HARDWARE SCHEDULES. \ ' \ C,) F I 1,_O„ I o I 15'-5 3/8" I i 1-11 F HARDWARE I 2'- 1" l'-0 3/4" I I NEW OR EXISTING DOOR NUMBER SYMBOL. REFER TO DOOR SCHEDULE FOR NOTES AND SIZES. \�,�ERED ARC I PRTH(U X INDICATES EXISTING TO REMAIN. I iv A I I I I I o t,,, o S A.5 _ B � 1/4" -Construction Legend � �- r- 1/41' - N rn o N i 0'-3 25/32" I - - I I - - 3'-11 31/32" �� 04 r� F 3 2630 E I - 0. I 28'_9 3/32" ► - I I ® ® ® Level B - New Construction °F �E� A,$ M ; I I NEW C VE E Iv A.8 i 1 H co N F N D CK 1 1,-0„ I N i I N X X X 3 Plan Keynotes o I ' N A.9 a, i - I - to B-220 - — - `rYP. I I o 4 New conc. masonry piers w/Yellow Cedar Shakes over exposed surfaces. - office/ O Provide with 2"h.Azek trim,w/3/4"th.Azek top cap and aluminum flashing (ptd.White)as indicated. 3 A I A I New 10"w.x 10"d.column. Construct from steel tube at core wrapped °D I I I 1 X11 I X O w/wd blocking and trim w/3/4"Azek cladding. Refer to Architectural I v i 1 I D I X details. Structural forthcoming. 1 I , I Dining Room I B. Zo x GC to provide and install new Propane Gas line and connection valve A40 B B-013 for future gas grille. Connect to existing propane gas tank system. I 4 X 0 ® I D 1x61PE decking on pressure treated wd.decking joists @ 16"o.c. Finish: Natural Refer to Structural drawings. I — - - - — - B �— - --- -- 3 - 1 Provide and install new 3/4"th.x 3"w. IPE trim board on all edges of new X 4 G 4 O deck as indicated. o I I New 42"H.Viewrail, Signature, Cable rail, handrail system with 1x4 IPE I I I I ( I I wd.cap. provide and install 2"x 2"#2205 grade brushed stainless balusters @ 4'-0"o.c.with #2205 grade Stainless Steel Cable to be A400 I OF spaced @ 4"o.c.vertically. Provide and install 1"x 2"#2205 grade I I ( continuous top cap for fastening of IPE Cap rail. Note: All fasteners to T-91/1 I be#2250 grade Stainless Steel. A303 1 Kitchen Contact: Zack Miller, Phone: (260)579-4716 II G SII B-014 Bar/Lounge G Area in gray shaded region indicates exist.const.to remain. I x8 I � Phase II - Permit Set B-016 GC to provide and install 1'-0"w.(1x6)IPE,treads on 2x12 pressure I _ - I o I O treated wd. stringers @ 36"o.c. Structural forthcoming. Provide 3/4" April. 15 2023 Azek risers. Color:White A302 4 I I `° I IO�� 1 I GC to carefully excavate top of existing propane tank to determine I ; lO orientation and extents in relation to existing home. Report findings to owner and architect. No. Description Date I r T. GC to patch and repair exterior partition in area of window installation. Living Rom p 1 WR Grace Water Guard Ovate roofin at all ed es of windows and I - - X I Appy rP 9 9 1 restore exterior water-proof membrane over exterior sheathing. II I I I I 012 I I m X35 X 1 Supply and install insulation R-value=30 or better in partition around area Y _ — - - - - - - - - - - - - Pantry O of repair. Q 1 1 Assure interior and exterior sides of partitions are rendered in like new I _- 1 B-019 condtition with materials to match existing in all character. Lu l I GC to paint interior wall to match existing color w/1 coat primer and 2 � m coats finish paint. Supply Benjamin Moore Aurora in flat finish. O~ I I - I I I UP 3 2 1 I X1 1 X X GC to supply and install new interior trim to match existing. Provide and XXX O install new ptd.fin. Finish surface to be Semi-gloss. Z 4 �° I I I I II Entry Hall Powde Rio LaunlStor GC to supply and install new 3/4"th.x 4"w.exterior trim to match existing. 1 O Provide and install new ptd.fin. I I 1 I I I B-006 B-01 B-017 I I X X X C - - - - Level B - New Construction Plan Ke notes x4 ® x x x 1/4" = 1'-0" 4 4 I 4 Entryo Porch x x x 2.9 Level B - Enlarged Column Plan 3 4_1 Keynotes I N J L 1 I - I Z� Library 4 1'-01/2" GC to provide and install Azek 1/4 round trim at column base as indicated. v O size:3/4"d.x 3/4"w.model#: AZM-105 I o 01 li B-007 0'-10 1/2" A TN Ma ter Bedroom 0'-71/2" g O GC to provide and install Azek 3/4"th x 8"h.Azek trim, column base. B-011 1 I`'� ti rn 'v 0 0 N I 0'- )01 1 1/2" 0'-1 1/2 C GC to provide and install Azek Square Profile at all column comers as O indicated. size: 1 1/2"d. x 1 1/2"w. model#: AZM-236 Q0 , , I � 1 4 ( D IE O GC to provide and install Azek 3/4"th x 8"h.Azek trim,column panel. Ferry Watch 01 �0 j I Provide and install new 1 1/4"th.x 8"w.treated wd.blocking as indicated. Notch corners to recieve new Azek Square Profile. ' N F E q 845 Reservoir Road 1 J F Provide and install new 5 1/2"th.x 51/2"w.treated wd. post as I J K 4 O indicated. Refer to Structural Drawings. Master Bath o o �:/ G Provide and install new 1 1/4"th.x 5 1/2"w.treated wd. blocking as Fishers Island , NY I 4 X X X X X 1 _ C O indicated. B-008 =' N New 42"H.Viewrail, Signature,cable rail, handrail system with 1x3 IPE Level B New X5 1 XXX D wd.cap. provide and install 2"x Z'#2205 grade brushed stainless - \ _,Og balusters @ 4'-0"o.c.with #2205 grade Stainless Steel cables to be X6 o O spaced @ 4"o.c.vertically. Provide and install 1"x 2"#2205 grade Construction Plan _ A continuous top cap for fastening of IPE Cap rail. Note: All fasteners to 4 1 1 � I be#2250 grade Stainless Steel. Project number 20006.01 \ 4 C Contact: Zack Miller, Phone: (260)579.4716 I o E 1x6 IPE decking on pressure treated wd.decking joists @ 16"o.c. Valk-in CIOs ,G� 0,_ O Finish: Natural See Structural drawings. Date Jan 31, 2023 \ B-009 I D 3 Provide and install new 3/4"th.x 3"w. IPE trim board at all edges of new Drawn by DAN - - 4 - - - - - - H O deck as indicated. Checked by DAN a _ - O N A201 1 Level B- New Construction Plan n Level B- Enlarged Column Detail Level B - Enlar ed Column Plan Keynotes o 3/16" = 1'-0" 1" = 1'-0" 1/4" = 1'-0" Scale As indicated N New Construction Plan Legend SYMBOL: NOTES: NEW OR EXISTING CONSTRUCTION TO REMAIN. REFER TO NNICHOLS DESIGN GROUP 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 5 PARTITION TYPES. ARCHITECTURE & INTERIORS ' --� NEW OR EXISTING REINFORCED CONCRETE FOUNDATION AND I I 29'-9 11/1 �--� FOOTING. REFER TO STRUCTURAL PLANS. NEW OR EXISTING PARTITION TYPE SYMBOL REFER TO PARTITION NICHOLS DESIGN GROUP TYPE SCHEDULE. 23 Mlllmont Street 1 Boston, Massachusetts 02119 A40 I I O NEW OR EXISTING WINDOW TYPE SYMBOL. REFER TO WINDOW o 617.541.4610 I SCHEDULE. I I I A301 I I f 617.541.8895 DOOR www.NicholsArchitectsLLC.com 1 2'-55/32" 4'-97/16" 4'-91/2" 4'-55/8" 4'-53/16" 4'-51/16" 4'-55/8" 1 FRAME NEW OR EXISTING DOOR,FRAME AND HARDWARE SYMBOL REFER It 7 10 ' X TO DOOR FRAME AND HARDWARE SCHEDULES. B I A HARDWARE A I I I NEW OR EXISTING DOOR NUMBER SYMBOL. REFER TO DOOR A.1 B O SCHEDULE FOR NOTES AND SIZES. �,��FtED qRc C"IM I _ C I X INDICATES EXISTING TO REMAIN. C� N I W o -+ l ° New Construction Legend * cc F 11411 A.5011 K 42�63� A600 OF Level A New Construction A.9 M 0'-10 1/2' G 00 — B I i — - — - — I 300 Plan Keynotes 11111 MIT H111111111 1 x 2' IPE pergola slats spaced @ 1'-0' o.c. Securely fasten to 2 '_2" tructural beams A - M A I 1 °0 Zo E 3 3 O New deck and pergola support beam. Refer to Structural Drawings. io � r. rap exposed edges w/3/4"th.Azek. Ptd. Color:TBD 1111 1 H 11111 1111 11 11 IJ 11 11 IT 1 °0 M oo _a o Supply and install new 24"h. (above finished surface of new deck)partial B.1 1 A400 N A i" 1 I z height exterior bearing wall. Partition to be 2x6 wd. studs @ 16"o.c.w/5/8" '` O marine grade plywd on exposed sides of partition. Supply and install new fu - © ht.WR Grace, Ice&Water Guard and finish w/5"h Yellow Cedar shakes to 2 1 4 O OPEN TO DINING fl3 � _ �•/ F ROOM BELOW atch existing. B — — — �..�. -- ---- 00 v I— 2'- 1 1/4' 'I`j 6'-0 5/8"I 12'-11 1/4" New 42"H.Viewrail, Signature, Cable rail, handrail system with 1x4 IPE 0'-3 1/2" ( I d.cap. provide and install 2"x 2"#2205 grade brushed stainless 0'-9 1/8'i-- X I ! 1/2' X 30 J 4 balusters @ 4'-0"o.c.with #2205 grade Stainless Steel Cables to be �J �D spaced @ 4"o.c.vertically. Provide and install 1"x 2"#2205 grade 2 ' X 1 1 continuous top cap for fastening of IPE Cap rail. Note: All fasteners to A400 6'-5 5/32' 8 7/8"/1'-0' be#2250 grade Stainless Steel. h H Contact: Zack Miller, Phone: (260)579-4716 1 x. Linen o tud 1 1 1 O 1x6 IPE decking on pressure treated wd.decking joists @ 16"o.c. -001 X A-008 Finish: Natural A303 1 - Supply and install new 1 1/4"thick 3-ply laminated glass for floor(3 lites of 1 I I I X II x X Guest Bath 3/8"glass with intermediate lamination). Mfgr.: Jockimo. Syle: Glass N X26 I Grit, anti slip walking surface with clear layers. Install in continuous steel Phase I I - Permit Set DN A-002 OF angle frame w/welded corners and bolted connection to adjoining LVLs. 1 1 - Set glass floor on continuous silicone setting bed(bottom and sides of X3 angle)and provide waterproof silicone bead at seam of glass panel and April. 15 2023 X 3 I 1 A302 steel angle. Refer to Structural and Architectural Specifications. OProvide and install new 3/4"th.x V-4"h.Azek trim on all sides of sky light opening. ptd. X X X X X 1 l X27 New 3/4"th.Camra Marble O Vrea in gray shaded region indicates exist.const.to remain.. No. Description Date stone threshold. - I I I 1 I Roof in shaded area existing to remain. l 3"h x 8"w custom Aluminum Gutter and downspout system. Tie into new OPE T 1 4 O scuppers in new partial height wall. Provide ptd. kynar finish. Color:TBD LNI G R M _ 1 Guest Bedroom Storage X28 OK Housing for new extendable awning. Work by others. I I I 8 7/8"/0'-0' /BEL6W I I A-003 x x x A-004 1 Balco y " 0 I I 5 I I A-00 0 I I 1 O C I O I I I P I oJill 111111 Ill Ll 11 0 T 111111 Hill kill U it - n l n Level A - New Construction Plan Keynotes I 111111 111111 11 Hll 11 Hil 111111 Il[1[[ 1/4" = 1'-0" #WOO 11 li,hlll�lil II11fl1i4 11�11`lli IP"Ulu,IP pill 11.1 1. ill IIIH111111111 11111111111111 11 1 411111 I 0 IT 11 TAL 1111 111111 VIIII I ITII Ill[[[ 111111 111111 111111 Ferry Watch O � 845 Reservoir Road E - - - Fishers Island , NY _ o I 00 Level A - New Construction Plan 1'-0' Project number 20006.01 Date Jan 31, 2023 I Drawn by DAN F - — — — — — — Checked by DAN 02 co N co Level A - New Construction Plan IT A202 co o Scale As indicated N Project Keynotes: North Elev. Only Roof in shaded area existing to remain. N'—` N I C H O LS DESIGN GROUP � ARCHITECTURE & INTERIORS OSoffit and Fascia indicated existing to remain. Ptd. Color TBD. O1x6 IPE decking on pressure treated wd.decking joists @ 16"o.c. Finish: Natural GC to provide and install new 3/4"th.Azek cap on 2x6 pressure NICHOLS DESIGN GROUP 5 4 3 2.9 2.8 2.6 2.5 2.3 2.1 2 1 .B 1 .2 1 O treated wd.framing w/3/4"th. marine grade plywd. and Yellow 23 Millmont Street Cedar wd.shakes. Boston, Massachusetts 02119 Existing Aluminum Gutter and downspout system to remain. Provide o 617.541.4610 A O ptd. kynar finish. Color:TBD f 617.541.8895 Bwww.NicholsArchitectsLLC.com 1"x 2"IPE pergola slats spaced @ 14"o.c.,on 2x12 treated wd. I O Struct. beams. Wrap bm.w/3/4"Azec trim over all exposed sides. (structural requirements forthcoming) I I OArea in gray shaded region indicates exist.const.to remain. ' New 18"H.Viewrail, Signature, Cable baluster,guardrail system with GAS CSRED,q R�, 1x4 IPE wd.cap. Provide and install 2"x2"#2205 grade brushed p.RTHt/ 'yid stainless balusters @ 4'-0"o.c.with #2205 grade Stainless Steel 1 B Cables to be spaced @ 4"o.c.vertically. Provide and install 1"x 2"# w n n A401 O 2205 grade continuous top cap for fastening of IPE Cap rail. Note: All o ��'; ,o "{ fasteners to be#2250 grade Stainless Steel. co Roof Level - Existing I i I I I I I I I I Contact: Zack Miller, Phone: (260)579-4716 Tfil _ Conditions Mount Guardrail system to new 2-0'h,2x6 wd.frame bearing wall w/ 9j�37 - 1 1/411 pry"'d.on ex U426�30 " exposed side and 5"h.wd.shake finish. I I 3/4P New 42"H.Viewrail, Signature,Cable rail, handrail and guardrail F N W A system with 1x4 IPE wd.cap. provide and install 2"x2"#2205 grade brushed stainless balusters @ 4'-0"o.c.with #2205 grade Stainless � I I I I I I I U O Steel Cable to be spaced @ 4"o.c.vertically. Provide and install 1"x 2"#2205 grade continuous top cap for fastening of IPE Cap rail. Note: III 11VIII fill 1 11 11 111[ 1 1 .11 L 11 IT IA 11 11 10 1 11 Vill 111 11 It 41 1 1 11 11111 1 1W All fasteners to be#2250 grade Stainless Steel IF I IIAI 11 IT 11 11 1 11 It ILA 1 11 11 IT 11 11 IIJIl 11 11 11 o L Contact: Zack Miller, Phone: (260)579-4716 411 !Tw IT If It If H Till 11 fi-LJ ll till 11 111 H IT if 11 it 11 11 It if I U 11 T/11 11 11 11 11 11 V it 11 11 If If ir 11 11 11 11 11 V 11 1 H 11 If 11 111 LA 11 If 11 11 11 11 If 11 Till 11 11 1 1 11 It 11 11 11 If IIAI 11 11 11 11 IT 11 11 11 New Marvin,Clad Ultimate Double Hung window. See window I I I I X O schedule. HIT 11 Ill[ 11/11Ill IIITII fit 11 11 11 11 If 11/11 1111 IT 11 It 11 11 IT 11 11 00 1 1 1 K OK New Marvin, Clad Ulitmate,sliding doors. See door schedule. 00 GC to remove and store existing Gutter during construction. Reinstall 111111111 11/1 1 If Ill] 11 HIT 1111 IITII 1 , _ 1 III O upon completion of construction and touch-up/paint as needed. 11 IT I 1 1/11 IT It It ITI1 Jill 11 fill, I If I 1 11 11 IT 11 11 i�,..ra�_ 41 1 11 T 1111111 1, fill ifil If fill it 1111" 8 LIQ': I� ' IL1' i�lll1 1 1LCl LLL11 y L1 O Patch and repair siding after installation of doorstwindows etc. 6 L 1 8i� ! L I l l UULAI New conc. masonry piers w/Yellow Cedar Shakes over exposed Level A- 1\� i} LL( A surfaces. Provide with 6"h.Azek trim,w/3/4"th.Azek top cap and To of Finish FlooriL� P L l i!1._ 111Lfl-Llj� I I I III- aluminum flashing(ptd.White)as indicated. Level A- illlyll ' 4 111111 11 IIAI �W 01 01 6 0 New deck and roof support beam. Structural forthcoming. Wrap Top of Sub-floor Tillo �,�. LL( tO 201 O exposed edges w/3/4"th.Azek. Ptd. 11 11 IT 11 11 IT 11 11 ITIIILIAJ 11 AA Level A- Jill 11 Jill 11 11 11 11 11 Ill � Top of new Deck - D New 10"w.x 10"d. column. Construct from steel tube at core wrappet 00 IT 11 H 11 11 11 IA 11 H 11 1L F Op w/wd blocking and trim w/3/4"Azek cladding. Refer to Architectural L' - o details. Structural forthcoming. � 1TillIIIIIIIllIHI ------ _ Level A - Existing o o J.JI 11 iA I 11I'wi 1� - 1i = 1: 11111 1L B O g g 9 y Existing Sliding door and side light assembly and trim to remain. rft Conditions — - -_ - - - _ — - - - _ — - r ' _ :- ; ,, '' i ; , - -_ - - - - - - - - - „ — _ _ _ Phase 11 – Permit Set 18 5 1/8 — _ — _ — _ — — _ ___ O Existing double hung window assembly and trim to remain. G - ® ® I AB April. 15, 2023 GC to provide and install new 8 mason block foundation pier with x 2'-10"x 1'-0"h. reinforced poured conc.footing on undisturbed R J . Ill Level B- N JI 1` R soil. Refer to Structural Drawings. Top of Finish Floor GC to provide and install 1 0 w. (1x6) IPE,treads on 2x12 pressure q O treated wd. stringers @ 36"o.c. Provide 3/4"Azek risers. Color:White No. Description Date Level B- Top of Sub-floor I I 1L�`'11LL a 1 _ Q Q X10 Existing bearing wall. Refer to structural drawings for structural Level B @ �r- modifications. GC to patch and repair existing siding i Top of Ext. Deck r,M , ; p O p pa e t g s d g w th new yellow " ._'.! Cedar Wd. Shake siding. Tooth into exist.wd. shake siding in area of Level B- Existing I I I I I I I 6 window/door installation. - - r C) - - - C_ondltlonS _ _ _ - _ _ y J GC t provide and ins new x 11 Azek to and 1 1/4" — — — — — — — — _ - — - - — — — — — — — — — — — — — — — o Pr tai! 3/4"th. 1/2"h.Az m bo OV Color.White. Remove and dispose of wd. shakes in area of trim Top of Sub-Floor 1 Y installation. N GC to remove exist.trim board and replace with new yellow Cedar Wd. (V i _ - —iv to(o co— J ; OW Shake siding. Tooth into exist.wd.shake siding and into adjoining wd. —I I 1-1 _N CO shake intersection at comer. —I I_I I I—III—III—III III—I I—III—I I III—III—I I—III—III—III C)I I I—}I I--I I I-o_I I I I—III III III I I —III—III=III I T GC to provide and install new 3/4"th.x 31/2"h.Azek window trim = I I—III=11—III—III—III—III=III=I I I—III—III—III=III—III—III—I I� I I III �- I I I—III=I I III—III III I I—I I I—I I I—I I I--III—I�I I� � around new window as shown. Typical all new windows. Color:WhiteGC to provide and . S — — O board as indicated.�nP ovidestall tptd.finish. Color:TBD th.Azek trim Level C - Existing— ConditionsIII—III—III— I—III—III—III—III—I I—III—I I I_I I I—III—IIII I_' 7 — 1�III— I I—III I I I—III I— I I III III—I I—III�_1�_1� h —III- -III=�I—II—III—III=__ _ r- T_ � _ GC to provide and install new exterior stair and handrail system w/ I—u!! I I—� I► u! I�L IQ I I—I�I�I I a u_!_I�I I—I I�—�l—I I u!—� I I—��I—� I _ I�I _ I I I I _—ISI—U I I—III—III— 11"w.(min.)(1x6) IPE treads and 7"h. (min.)x 3/4"th.Azek riser X17—01 - 91 —III—I I—III—III—III—II I I—III—IIIIIIII I I—III—IIIIII—III—III—III—III—I I I�I I I—i I I—III—III I I II—III III—III-i-III--}III—II I IIII—III►—III-!-III—IIIIII—IIIIIIIII—{ I IIII=III—I I boards,on 2x 12 pressure treated wd.stringers. Refer to Structural drawings for foundation information. Provide and install 2'_10"h. (from front edge of tread)Viewrail, _= I—I I— I I—I I— I—III—I I —III—I —I — I—III—III—III—III—III III=1 1= I I—I I =1 1= I I=1 I I I—III III III—I I —III— I I III III—III—I —III— I I—III— I —I = I = O Signature, Cable rail, handrail and guardrail system with 1x4 IPE wd. cap. provide and install 2"x 2"#2205 grade brushed stainless —III—I — I I—III—IIIIII—III—I IIII—III—III_III—III—III—III—III—III—III—III—III—I I —III—III—III—III—III—I I —I I I�I I —III—III—III—IIII I —III—III—III—III—III—{ I I=III= balusters @ 4'_0"o.c.with #2205 grade Stainless Steel Cable to be — I—III—I — I I—I I —_ _=1 — I—III III— I I III III III III III III—III=III III—III III—III—III—III—III—I I— I I—I I— I =_ _— _ spaced u 4" c vertically.Provide and install 1"x 2" All f grade continuous top cap for fastening of IPE Cap rail. Note: All fasteners —III=III=III—III—III=III=III=III=III—III=III—III=III—III—III=III=III—III=III=III—III—III=III=III=III=III=III=III=III—III=III= 11= I I=III=III=III=III=III=1 1= I I=III—_ to nt ct: Z grade Stainless Steel. _ Contact: Zack Miller, Phone: (260)579-4716 —III—�I—III—III—III—III—III—III—III—III—III—I I—III—III—III—III—III—III—III— I I—I I 1—III—III—III—III—III—I I—III—III—III—III—III_III—III—III—III—III—III—III—III—IIII I Location of housing for future roll out awning by others. GC to —III—III—III=i I I—III—IIII I—III—I I —III—III—III=III—III=III=1 1=III—III— I I—III—III— I I—III—III— I I—III— I I—I I =III—III—I I— I I—I I —I I—III=1 I =1 I—I I —I I =1 1= I = �, coordinate substrate for structural support of housing and electrical — — — — — — — — — — — — — Ferry Watch — — — — — — — O requirements with awning supplier. Contact: Dan Barnick @ New \/ —III— I=III III=III=III—III=1 I I—I I I I I I=I I I—I I I—III.I I FI 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—III—III—III=III—III III—III—III—I I—III I I III—I I —III—III—III—III—III—I I Haven Awning, (203)562-7232 J I— I ISI I I—III=III=III—III—III=III—III=III—III—III—III—III—III=III—III—III=III=III=III=III—III—III=III—III—III—III=III—III—III=III—III=III—III—III=III—III—III=III—III= Location of housing for future vertical screens by others. GC to Ag coordinate substrate for structural support of housing and electrical 845 Reservoir Road requirements with screen supplier. Contact: Dan Bamick @ New Haven Awning, (203)562-7232 Fishers Island , NY AC AD North Elevation - New AE Construction AF Project number 20006.01 AG Date Jan 31, 2023 Drawn by DAN AH Checked by DAN A 0 N North Elevation - New Construction 1/411 = 1'-0" 1/4" = 1'-0" A301 Cn C.0 N Cl Scale 1/411 = 1'-0" N Project Keynotes: East Elev. Only OA Roof in shaded area existing to remain. N I C H O LS DESIGN G R O U P .. ARCHITECTURE & INTERIORS OSoffit and Fascia indicated existing to remain. Ptd. Color TBD. E D C B BA A A.9 A.8 A.5 A.10 1x6 IPE decking on pressure treated wd.decking joists @ 16"o.c. IllFinish: Natural 2 1O Existing Aluminum Gutter and downspout system to remain. Provide NICHOLS DESIGN GROUP A400 ptd.kynarfinish. Color:TBD 23 Millmont Street A400 1"x 2"IPE pergola slats spaced @ 14"o.c.,on 2x12 treated wd. Boston, Massachusetts 02119O O 617.541.4610 Struct. beams. Wrap bm.w/3/4"Azec trim over all exposed sides. 1 (structural requirements forthcoming) f 617.541.8895 I O Area in gray shaded region indicates exist-const.to remain. www.NicholsArchitectsLLC.com I I I I I I New 42"H.Viewrail,Signature, Cable rail, handrail and guardrail system with 1x4 IPE wd. cap. provide and install 2"x2"#2205 grade A Obrushed stainless balusters @ 4'-0"O.Ci.with #2205 grade Stainless Steel Cable to be spaced @ 4"o.c.vertically. Provide and install 1"x 7'#2205 grade continuous top cap for fastening of IPE Cap rail. Note: .�ERED,q Roof Level - Existing I I I g All fasteners to be#2250 grade Stainless Steel.� NCO GRTN R0. , Conditions _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Contact: Zack Miller, Phone: (260)5794716 �i y P R �� 37' - i-1 W New conc. masonry piers w/Yellow Cedar Shakes over exposed LU 2�? n 111 111 IY 1! 11 11 11 IT 11 HIT 11 Hit 11 11 I1.M IIJTII 11 ITII IfITII IIII/li 11 IVII fill 11 1 1 11 11 1 111 111111 111111 1 O surfaces. Provide with 6"h.Azek trim,w/3/1 Azek top cap and o a ,o EII.-I 111111 1111 11 HIT 11 11 IT 11 11 11 11 If IT 11/1111 11 11 IT 11 11 IT 11 11 IIXJ 11 1 1 11/11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 1 1 11 If I 1 11 11 1 1 11 11 1 1 aluminum flashing (ptd.White)as indicated. N co I ITII 1111 If IIITII JIITlI 1111 11 IT it If IT 11 IIXI H 11 1 1 If/11 1 1 11 11 IT If 11 IT 11 11 IT 11 If IT 11 11 11 11 11 1 1 11 11 1 1 11 New deck and roof support beam. Structural forthcoming. Wrap I " ���. X42 O exposed edges w/3/4th.Azek. Ptd. 5 30 I' I 111] 11 111111 111111 IM 11 Illiff-f lilt 11 1111 11 IH[ 11 XIII If 111111 IV[ 11 It 11 11 11 11 11 11 11 II.LI-11- New 10"w.x 10"d.column. Construct from steel tube at core wrappedOF E: _ O w/wd blocking and trim w/3/4"Azek cladding. Refer to Architectural I It 11 111111 1111 11 IIIH III I Ii IIYI Y T�11111"Y fill 111111 Jill 1 IIITII IIITII IIJTII JIITII HIJ 11 JIII 11 fill 11 It/lIll 1111 11 11 1 HIIIIIIIII 11 1111 111111 If _I details. Structural forthcoming. I I If I 1 11 it I 1 11 11 IT 11 11 IT 11 11 IT 11 IIITIIAIII 11 111 i:. OK Existing double hung window assembly and trim to remain. IT 11 WIT 11 It IT it I IT 11 11 IT 11 11 IT H 11 IT 11 11 1 1 11 11 1 1 If Ali 11 1111 Ivill 111 1111/11 111111 1 1 1 If 1 �, i 1, 1- l; fillif I !Y I P GC to provide and install new 8"masonry block foundation pier with _.1 11 LILLAI 11 11 11 11 11 IT 11 11 If - _ al j "` 1 ill OL 2'-10"x 2'-10"x 1'-0"h. reinforced poured conc.footing on undisturbed IIH = -,_! soil. Refer to Structural Drawings. L� 11 If 11 1 T 11 11 IT 11 11 1 l�_ a l -i ,_ „ _ 41 41 _i_ GC to rovide n in II w 1 P a d install 1 0 x6 IPE,treads on 2x12 pressure - u M 11 1 IT 11 11 IT it 11 I IT 11 11 IT 11 1 - !. treated wd. stringers @ 36o.c. Provide 3/4 Azek risers. Color:White i ! it I FJ I L_ 1L GC to provide and install new exterior stair and handrail system w/ g 11"w.(min.)(1x6)IPE treads and 7"h. (min.)x 3/4"th.Azek riser 11 IT 11 11 1 11 L Jill i_ ' a ' l {;; 1 i I i i I I boards,on 2x 12 pressure treated wd.stringers. Refer to Structural ll 11 IT 11 11 11 11 1 11 1 1 11 11 IT 11 11 1 1 11 11 1 1 11 11 11 11 illill fill J i_. i i, !, ; i. ,; ! I ;� i 1L drawings for foundation information. / \ f III 1 j Provide and install 2 10 h. (from front edge of tread)Viewrail, l _! 11 Li 11 H Ii ; _ IT ;' I F ON Signature,Cable rail, handrail and guardrail system with 1x4 IPE wd. is 11' = '{ 11 1f 1 { cap. provide and install 2"x 2"#2205 grade brushed stainless li_ 1 i ! ,j !'' ; I' i' [-1!uJ� _-1.! t;_ K balusters @ 4'-0"o.c.with #2205 grade Stainless Steel Cable to be lL' _._ ! i i� 1.Li.l _l. !�!�! i I -' I ( spaced @ 4"o.c.vertically.Provilde and iinstall 1"x 2"#2205 grade y' it I - _ _ Level A Existing - -- -, s_._ _ { __ 1', __ 1 ___ 1�i;}. 1 1 l 1 H continuous top cap for fastening of IPE Cap rail. Note: All fasteners Condltlons u _ �!_. _. - : ti -- 1 - to be#2250 grade Stainless Steel. — y �r — - - — — — Contact: Zack Miller, Phone: (260)579-4716 18 51/8 j I'i Location of housing for future vertical screens by others. GC to 0 „ I„i II I� - :_ coordinate substrate for structural support of housing and electrical �-i� �j , PP 9 i{ r I 1 - -1 l. , - - �' � �� - - ,�- �� 1 O requirements with screen supplier. Contact: Dan Barnick New r i to-;, , r ,. �; :I -'I � l r q PP @ I i _ :.,1._ _ _1__L.. ._ L«�_ _ i L IL _ - ,; Haven Awning, Pha 1I rm \ se Permit Set I :I- n � 41 41 I I , Lit GC to su I and install 11 1/4 h x 3/41h.Azek trim board over 2x12 4 / \ / \ PPY I 'i 11 Opressure treated wd. rim joists. Refer to structural drawings. Provide I I �I 1 # - , I I I - �` I i' I P II II I1 Ii A r 115 2023 , �i d.finish i I I i� i� � t s over trim. Color. TBD i - -- it II '�i G ” u- _.._�:_ _L 11 i._..1 .� I l _1 I L. , u I' ;I { I I i iy I I i i� I I I GC provide to o de an install new i d sta a wd. screen. Construct r �`i c Co st uct f om 1/2 th x 1 I I� ,� I i I n {': I , i I I I' 'i1 I, , I ,I, il , I 'II I I' I ( i I! i' �1_« 1 - . __-:. ,� ,_ �-�_�._: I, a _ ., a � ", _ . IPE wd. horizontal strips fastened to 2x4 wd.vertical frame 1 ,, ,^r I - - I ��-:��,"-� ,'� I, I � Ia �'- /® \ ,® \ - - - N 1/4h p e c@ I' ';I 'i i ,, ,' it {I I I ,' I, li u i' ,I I `'I 1 it ; O , :1' -I: , it , { ,1 I�', 'J � I i�l .�1-1�_L,,TiJ L L. - , I�• I. _ - -_ ,; i i 1 I I , I I � I� I' I I : -lj� ,I�, i; -. '� ~I'" I � - i co No. Description Date -.I C GC to provide and install new conc.mason ier foundation. Extend - I - masonry Level B Exlstm - _ - - - I. , ,. I ;' �, R to 3-0 below grade n provide - g i I I I � I dead ode 1 0 h. reinf,concrete footing on I, I I �I I �I' i I` I g P i", , 4 i I I I t I is � t � ;� 9 _ J �I I . . ��. _ate:__ ��," , : -- - - ..J �� � � �,. r r I I I , I; -i `;; i' '`�' I - undisturbed soil. See Structural drawings. Conditions I _ g 8 - 11 1/4" l - - I� I 'Ii '� II IIIA ,I O 0 nn s VL lil —I I I_I I —III III—IIIIII—III—III—III—III—III—I I I_I I I I I I_I I I—III—I I —III—III—III—III—III—III—I I !—I I —III I I I_I I I—III—III III—III—III—III—III—III—I I I_o �1'_6" East Elevation Keynotes =1 I I=1 11=1 ISI I=1 I =1 1= 11=1 11=I 11=I 1 11_,1 =1111 ISI 1=1111 1 11 I =1111 1 11 1 11 1 11 11 =1 I I=1 11=1 I I 11=1 I =1 1=1 I I1 11=11 1 1 1=1 11=1 1= I-o � �,_ __= R 1/4" = 1'-0" 11— Level C - Existing= 11=III=III III=1 I I=1 1=1 11=1 1=I 11=1 11=1 11=I 11=1 I I i I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 11=1 I I-1 11=i I I-1 I I-1 I I 1 til 11=1 1=1 I I III=I 1=1 1�1 1=I 11=111=111-1 —'fi' ' ___ ___ R Conditions 0„ ®o, =1 I I=1 11.=111-�-III=1 11=.111=1 I I=111=1 I I=1 I I=1111= 1=111-+-=-III=111=1 I I=111=1 11=1 I I=11 I=111=1 I I=1 I I=1 I I=111=111 I I I=111=11 I=111 111=1 I I=1111 III=1 I I=1 III=1 I I=1 I I=1111-1 I I=11 I=111=111=1 I I=1 _III—I I I_I I I-1111 IIIIIIIIIIIIIIII_III— I IIII—III—III—IIIIII I I—III—III—III-1 I I—III—III—I I —III IIII I—I I I_I I I—IIIIII—III I I IIIIII—III—I I— I I 1 1 1 I I I I—I I—I I I,I I -1 I I-1 I I`III-1 I ISI I I-1 I I-1 I I1 I I1 I I-1 I I-1 I I-1 I I-1 I I1 I I1 I I1 I I-1 I I1 I I1 I I-1 I I-1 I I-1 I ISI I I1 I Il 11 I I1 I I1 I I1 I I=1 I I-1 I I1 I I- I I-1 11=1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 11=1 I I-1 I I-1 I I- -1 I- I -1 I I-1 I I-1 I I1 I I-1 I I-1 I -1 I I- I I-1 I I I I- I I-1 I1 I I1 I I1 11 I I-1 I I-1 11 I I1 I -1 11-1 I I-1 I I-1 I I1 I I1 I I-1 I I-1 I I-1 I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I1 I I1 -1 I I-1 I -1 I I-1 I I-1 I I-1 I I-1 I I-1 I ISI I I-1 I I� I I-1 I I-1 I I-1 I -1 I I-1 11=1 I ISI I IJI I I-1 I I-1 11=1 I I-III1 I I-1 I I`I I I1 I I1 1 11 I I-1 I I- I I-1 I I-1 I I1 I I1 11 I I-1 -1 I-1 I I-1 I lul I I-1 I I-1 I I-1 I I-1 11`1 I I-1 I I-1 I I-1 I I1 i t-1 I ( 1 I I1 I I1 I I-1 I I-1 I I-1 I I-1 I I-1 I I1 I I-1 I I-1 i i-1 I I1 I I1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I- I- I I=1 11-1 I-1 I I-1 11-1 I I-1 I I-1 I I-III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I (-1 I I-1 I I-1 I I-1 I I-1 I I-1 -1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I ISI I I-1 I I-1 I I-1 I I-11 I1 I I1 I I1 I I-1 I I-1 I I1 I I-1 I I-1 I I-1 I I1 I I1 I I1 11= Ferry Watch 845 Reservoir Road Fishers Island , NY East Elevation - New Construction Project number 20006.01 Date Jan 31, 2023 Drawn by DAN Checked by DAN n. M n East Elevation - New Construction - - - - - A302 1/4" = 1'-0" N O Scale 1/411 = 1'-0" N Project Keynotes: West Elev. Only OA Roof in shaded area existing to remain. NN I C H O LS DESIGN GROUP .. ARCHITECTURE & INTERIORS OSoffit and Fascia indicated existing to remain. Ptd. Color TBD. GC to carefully remove and salvage existing 5"x 5"Aluminum Gutter Oand downspout system during construction. Re-install at completion of construction. Replace with in-kind gutter system if damaged during NICHOLS DESIGN GROUP construction. 23 Millmont Street Location of housing for future roll out awning by others. GC to Boston, Massachusetts 02119 OD coordinate substrate for structural support of housing and electrical o 617.541.4610 A.1 A.5 A.8 A.9 A BA B C D E F requirements with awning supplier. Contact: Dan Barnick @ New f 617.541.8895 Haven Awning, (203)562-7232 GC to supply and install new 3"h. x 8'W. custom profile Aluminum www•NicholsArchitectsLLC.com OE Gutter and downspout system for drainage of new deck scuppers. Provide new ptd Kynar finish to match color:TBD. I I I I I I I A 1"x 2"IPE pergola slats spaced @ 5"o.c., on 2x6 treated wd. beams. O Wrap w/3/4"Azec trim over all exposed sides. Securely fasten to B structural beam wraped with Azec trim as indicated. (structural ?,ED qR I I Z requirements forthcoming) `5� Cy C7 PFtT H UR OG Area in gray shaded region indicates exist.const. t�C) H Provide and install new structural galvanized steel bracket. Structural * w o ��� r- 2 2 O requirements forthcoming. Trim exposed edges w/3/4"Azek. ptd. CO yE A40 __ , I A400 New 42"H.Viewrail,Signature, Rod rail, handrail system with 1x4 IPE (P Roof Level - Existing I I I I I I wd.cap. provide and install 2"x 2"#2205 grade brushed stainless 9 - 42630 Conditions _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ balusters @ 4'-0"o.c.with #2205 grade Stainless Steel Rods to be F0F �� 1 1/4" O spaced @ 4"o.c.vertically. Provide and install 1"x 2"#2205 grade _��__�_� E [Ili lilt It [fill[ IIIIII IIIIII lilill IIIIII III Jill 11 Hll 11 ill fill Iflill I TW continuous top cap for fastening of IPE Cap rail. Note: All fasteners to be#2250 grade Stainless Steel. B I I I Contact: Zack Miller, Phone: (260)579-4716 I I I I I i R ( JJ New Marvin, Clad Ultimate windows. See window schedule. _. X OK New Marvin, Ulitmate, Multi-slide doors. See door schedule. LI Ji_LL'u_: 11 OW LL!-Il_a_tLIW-_r _ t I _th 1.[_L1II_l 1!1I_iI I I OL New 8"h.x 3/4"th/Azek fascia and 10 1/2"d. x 1/2"th.Azek soffit. I I_lL 1L,'__i'iL!� LL!_l� A 1 WLU ! 1 ' 1ll ll J!J L B .{ - O New wood shake siding to match existing,over 2x6 wd.stud @ Ill 11 Jill 11 Ill-k1l Jill II-All It 111111 HITT Jill It Jill 11 lilt 11 If;] 11 IllB1 i 1 I�jj�1_ V 16"o.c.construction. See partition es. ISL ILL L i 1L1li P types. 1L � I LL1_L1. :!' 'I.1L ' LLL ! LU1 i 1L_'J! I W I 1 L l 1L1_l I i!L� , ''i1 ;! ili 11 t i;_1L ! iLL _U1.1!1;_ O New conc.masonry piers w/Yellow Cedar Shakes over exposed i) , u �_ll_J- !1 : I I surfaces. Provide with 6"h.Azek trim,w/3/41h.Azek top cap and AD lIJ1J�1 L,' X11: i 1l1`i �Ll_Ll�llLLL111,L fill IIIII aluminum flashing(ptd.White)as indicated. ', 1 _I O New deck and roof support beam. Structural forthcoming. Wrap '111 If 111111 111111 1111 11 11 IT �! J exposed edges w/3/4"th.Azek. Ptd. I A- I 11 IL7 I 6 7 L New 10"w. d.column. Construct from steel tube at core wrapp I' Leve D L 111, 1' L 1 LL_: L.1 1 1. fill I Op w/wd blocking and trim w/3/4 Azek cladding. Refer to Architectural Top of Finish Floor 1m ' 11_ ;1- ' ll illi N 111111 111111 111111 111111 111111 1 11 ill -. details. Structural forthcoming. Level A- E li 1� ' 1 1L l�. li< 11 _ IF- �' 1 1 111 TIT 11 ill 11-14111 Willyll lilt It lilt 11 lilt If lilt if 11111 IT L ITH ]] [Tit 111111 IIITJI IIITII 111111 111111 1111 11 lilt 11 111111 If If 11 Ill] It It IT If IIXTII 11 T 11 11 11 If Top of Sub-floor �L I 'I ! ; 1 `Ilk i ! I I 1 I 1 I j� ! 1T A Q IITII HITIT 1111 11 Till 11 Existing Sliding door assembly and trim to remain. Level A- F _ - 11L ����! ,ll ' �J O „ fill It 11 11 11 Jill if lilt 11 lilt 11 11 11 11 lilt 11 fill 11 lilt 11 fill H fill I Ill] 11MLl III" I' 1!L 1L 11 iIll 11 Ill] 11 If IT Top of Ext. Deck M I M 'yI I I; I L � Ij -' (i I I I u J _ 1lilt HHH 111111 111111 111111 Ill ' J 111 I-! t�;!L -llL' I OR Existing double hung window assembly and trim to remain. Level A - Existing � If 11 11 11 11 11 IT 11 11 1 T O 1- 111E _. L L ll U 1._l lux r 11- a -O' 1 li 1111 ! 1 I 1 J 1 Conditions-o _ o - I___. II__ -ll-.__11_I1�_ L`!I I 0 1! I�111i ,11 ! „1� g Existing conc.foundation to remain. Phase 11 - Permit Set rh ! _ - I L- N .�11 1 l l_LW-! LL fL- _ _ ill _ _ _' _ _ �` U 11 April 15 2023 Top of Subfloor o 1 ILl 0 0 0 �i 1 I I_.. V GC to provide and install new 3/41h.Azek cap on 2x6 pressure f AH I�I! L 1U 11 L1'!! il_' ! ', LI. L1! l �__-,LL:J 1_.1L L !�i ALL I LL U' ! 1L Li 11 l-lil L r�_ 1L _ O treated wd.framing kneewall w/3/4"th. marine grade plywd.and O �L III ! ! ! ! ! 1 111 !�!�! ! I n �� -, _ 1 L11 B a _ Yellow Cedar wd.shake finish on deck side of wall. L �L1L 11il1_I, LLL 1L 1 L 11 L ,- i i-I 1 Level B- I i L i 1111.1 i n-1 LI,lI it Ill-LO -4" 0 -4 0'-4" 0 4 � _ll__ la 11� r14,I _ _ P I - I!. II II I GC to provide and install 1'-0"w. (1x6)IPE,treads on 2x12 pressure To of Finish Floor AL1 LI!�1J1 1` L ll W L N IL10 01 UULL - Ztreated wd. stringers @ 36"o.c. Structural forthcoming. Provide 3/4" No. Description Date Lepel B- Q ( I 4 J j R 1 LJL 11L L L L; R 1! 1� Ll L I i i_L-1.1 1 J L 1J L1l I! `1 Azek risers. Color.White X11 1 1 L �� LLL� i Ell 11L1_ �I� 1111 Top -L 1JLILLLIL I LLLIll �1 II L! jj 1 1L1L1L I! I ! I' I 1 111 1 _ I I�I AA To of Sub-floor SLI 1 i1ULL I[�11A Li _ 11.1E u i . J�. __l' - it illi,. !, LLu_ _11 U.Ji.i iil 1 1 ll, 1I O Patch and repair siding after installation of doors/windows etc. Level B- I I 1LI LV I.L J L 11 .1 L li J11 _ L1. Ll 11_.i_,1111 l 1L1y1111 1 'LL i I_i Top of Ext. Deck _ LJ 1 1 I I 11.i t t ll u_Ji_1LI1 I! ! 1 I_ _1L ) 1. L !. 1 Ll _l! j�� I 1_IIL''1_II i' I L[�L ! Li!.-iL i_ _!L'11i 1 v ! LL Ll LI Ill L I 111i111_!'J U 1'11i 1J1-L �W L1LUJ1111L1t AG GC to remove exist.trim board and replace with new yellow Cedar Wd. 1tu 1.!.!]_111i_ L11.i _� ,I SII _:-I.1. O III .L �I l ' 'l�! ! LJ-1J- ;i_, Level B Existing I E � I I? ifl �r o _h t i.1L I, ! - I _. . _! '.SLI I =L.l! I!11 I i 1 1 .2 1 .8 2 2.1 - 2.3 2.5 X2.6 2.8 2.9 3 4 5 Section Keynotes: A40 A400 Only Space in shaded area not in contract. NICHOLS DESIGN GROUP .GNGARCHITECTURE & INTERIORS OSoffit and Fascia indicated existing to remain. Ptd- Color TBD. New 18"H.Viewrail, Signature, Cable baluster,guardrail system with I I T 1x4 IPE wd.cap. Provide and install 2"x 2"#2205 grade brushed C :1 71 stainless balusters @ 4'-0"o.c.with #2205 grade Stainless Steel NICHOLS DESIGN GROUP D I l Cables to be spaced @ 4"o.Ci.vertically. Provide and install 1"x 2"# 23 Millmont Street I O 2205 grade continuous top cap for fastening of IPE Cap rail. Note: All fasteners to be#2250 grade Stainless Steel. Boston, Massachusetts 02119 IL/ A Contact: Zack Miller, Phone: (260) 579-4716 o 617.541.4610 n I I I I I I I I Mount Guardrail system to new 2'-0"h,2x6 wd.frame bearing wall w/ f 617.541.8895 E I 3/4"plywd.on exposed side and 5"h.wd. shake finish. www.NicholsArchitectsLLC.com H 3 GC to provide and install new 3/41h.Azek cap on 2x6 pressure treated A400 I11 IT O 11 11 11 If 11 IT 11 11 11 11 if 11 11 11 IT 11 11 IT wd.framing w/3/4"th. marine grade plywd.and Yellow Cedar wd. shakes I 1 on both sides of partial ht.wall. Refer to partition types. I IIHB Location of housing for future roll out awning by others. GC to I X1\ 'y 1.1 X.11T.I.] "1 1. 11 O coordinate substrate for structural support of housing and electrical requirements with awning supplier. Contact: Dan Barnick @New Haven Awning, Level A- Existing : t 4-I it I ' 1 L 11I�11i' L ',1 I I -� ti• �` Conditions - ❑ j _ — — — — O coordinate substrate for structural support of housing and electrical n n .�' _ — 1_j ! 11�) I I I I I I I iI _�� 1 F requirements with screen supplier. Contact: Dan Barnick @ New �tS -_5 1/B Haven Awning, (203)562-7232 o s^ � O ____ ____ ______ _ ___ GC to provide and install 1"th.x 6"w. IPE decking on 2x6 @ 16"O.C. N F I I I I I I I I +~ O pressure treated wd.joists w/natural finish. p4265 L CO IIF g 1"x 2"IPE pergola slats spaced @ 14"o.c.,on 2x12 treated wd. 4F N E �� OH Struct. beams. Wrap bm.w/3/4"Azec trim over all exposed sides. (refer to structural drawings) "v M o New 42"H.Viewrail,Signature, Cable rail, handrail and guardrail K I I I I 1' I I system with 1x4 IPE wd.cap. provide and install 2"x 2"#2205 grade / ti CO N 4 4 Q 4 brushed stainless balusters @ 4'-0"o.ri.with #2205 grade Stainless OSteel Cable to be spaced @ 4"o.c.vertically. Provide and install 1"x ME { :111 " - 2"#2205 grade continuous top cap for fastening of IPE Cap rail. Note: Level B-Existing M o ❑ All fasteners to be#2250 grade Stainless Steel. Conditions _ _ _ _ _ Contact: Zack Miller, Phone: (260)579-4716 11 1/4" T GC to provide and install four 4 new 4"h x 14"w. clear opening)water O P O ( P 9) M O drainage scuppers in North wall of partial height wall. Wrap all sides 1 I _i_; 1L rubber membrane. — — — — — — — - P I' _ _ _ •T _ 'T T_ '-•,�_- _—_ -- �_ _ _ ;— _ � •_- _;___ 'i-• — A.8 I A.1 A.5 A. A 1 .1 B C D Section Keynotes: Roof Level - Existing A400 _ Conditions — _ _ _ _ _ _ _ _2 _ _ _ _ _ _ _ _ — — A401 Only 37' - 1 1/4" A400 AI 1'100 Till 11 IM 11 111111 flifil HIT 11 If 1 11 11 11 OA Shaded area indicates existing construction not in contract.C III if Till 11 fill 11 fill 11 Till 11 111111 IIITIJ HITT III I till 11 [ [111 111111 111111 fill 11 1111 If 111] 11 111 1 IH N I C H O LS DESIGN G R O U P III fill I ARCHITECTURE & INTERIORS I I I I O Existing wood fascia and soffit. GC to prepare surface for priming and LU L painting. Color: TBD R I O Existing Aluminum Gutter and downspout system to remain. Provide If IT 11 If IT 11 11 IT 11 1111 11 11 1111 l C ptd. kynar finish. Color:TBD IT 11 11 IT 11 11 11 11 11 IT 11 1111 11 11 1 1 11 11 11 11 11 IT 11 11 IT 11 If 11 11 111111 111111 111 1 B I I GC to provide and install new 3/4"th.Azek cap on 2x6 pressure NICHOLS DESIGN GROUP 11 11 11 11 IT 11 11 IT 11 11 ITE 1 11 11 HIII 111111 111 111 111111 HIII) 11till 11 Till 11 111] Till 11 11 1111 11 1111 11 1111 If '1Y-[iLnLLTLiLr'iLdLL-hWT O treated wd.framing w/3/4"th. marine grade pfywd. and YellowV11 11 IT 11 If 11 11 H I I If 11 11 11 11 1111 11 IT 11 11 IT 11 it I 23 Millmont Street F IT 11 11 IT 11 IIITII JIII 11 IIITI1 III 111 111111 111111 Till 11 Till 11 Till Cedar wd. shakes on both sides of wd.framing. Boston, Massachusetts 02119 j 1"x 2"IPE pergola slats spaced @ 14"o.c., on 2x12 treated wd. O 617.541.4610 D I if I O Struct. beams. Wrap bm.w/3/4"Azec trim over all exposed sides. f 617.541.8895 O (structural requirements forthcoming) www.NicholsArchitectsLLC.com IIIW I l J1 11 IT I New 18"H.Viewrail,Signature,Cable baluster,guardrail system with i'" 1x4 IPE wd.cap. Provide and install 2"x2"#2205 grade brushed X stainless balusters @ 4'-0"o.c.with #2205 grade Stainless Steel 2 ;; ! Cables to be spaced @ 4"o.c.vertically. Provide and install 1"x 2"# B I A401 , I O 2205 grade continuous top cap for fastening of IPE Cap rail. Note: All fasteners to be#2250 grade Stainless Steel. E Contact: Zack Miller, Phone: (260)579-4716 �.�EREDgR L Mount Guardrail system to new 2'-0"h,2x6 wd.frame bearing wall w/ �C9�y PRTHV C�. ❑ ❑ / 3/4"plywd.on exposed side and 5"h.wd. shake finish. o New 42"H.Viewrail, Signature, Cable rail, handrail and guardrail d \ system with 1x4 IPE w . cap. provide and install 2"x2"#2205 gra e 3 v CO brushed stainless balusters @ 4'-0"o.c.with #2205 grade Stainless (P Level A - Existing r.. I 1_ U „ , A401 0 j� O Steel Cable to be spaced @ 4' o.c.vertically. Provide and install 1 x 9 0 f �j _Conditions_ _ _ _ _ _ _ _ _ 2"#2205 grade continuous top cap for fastening of IPE Cap rail. Note: -2 `�7 18' - 5 1/8" All fasteners to be#2250 grade Stainless Steel. O � b Contact: Zack Miller, Phone: (260)579-4716 F N w HO Existing Sliding door assembly and trim to remain. FF New Marvin, Clad Ulitmate,sliding doors. See door schedule. { GC to provide and install T-0"w.(1x6)IPE,treads on 2x12 pressure a stringers @ 36"o c 3/4" I � treated wd s . . Provide Azek risers. Color.White 1x6 IPE decking on pressure treated wd.decking on 2"x12"joists @ 16"o.c. Q _ O Finish: Natural v CD co I Level B- Existing I p ❑ ❑ p GC to provide and install new wd. screen. Construct from 1/2"th x 1 0 0 0 0 bb I ! I 1/4"h. IPE wd. horizontal strips fastened to 2x4 pressure treated wd. _Conditions_ P vertical frame @ 3'-0"o.c. Cope bottom of screen with slope of 2x1 - _ ground line. li _ I O GC to provide and install new 3/4"th.x 31/2"h.Azek window trim around new window as shown. Typical all new windows. Color:White. N - — I I y I` New conc.masonry piers w/Yellow Cedar Shakes over exposed co surfaces. Provide with 6"h.Azek trim,w/3/4"th.Azek top cap and III—III—III—III—) I I-M II—III—_- Q• aluminum flashing(ptd.White)as indicated. L New deck and roof support beam. Structural forthcoming. Wrap — -� O exposed edges w/3/4"th.Azek. Ptd. New 10"w. x 10"d.column. Construct from steel tube at core wrapped — — — — _ tfi I I— I I IIIIII—III PP ,' �' p w/wd blocking and trim w/3/4"Azek cladding. Refer to Architectural Level C - Existing T — — — — — — — — — - a 0 ❑ ❑ O details. Structural forthcoming. ,�Conditions _ =III--{III—III }—III—III—{�I I{=II �-}I ISI—II-h-{_�-I II{-}�I—I I�{�-{III a :T _T _ Phase II - Permit Set ® - off 0 —III j I I —III—I I 1—III—I I I II I I—III - GC to provide and install new 3/4'th.x 11 1/2"h.Azek trim board. • O Color:White. Remove and dispose of wd. shakes in area of trim April. 15 2023 o__ 1 I I1 I I-1 I I-1 I I=1 I I=1 I I III=1 I I�I I I III-1 I I=1 I f�l I I-1 11= I I-1 I I�I I I-1 I I 1=1 I — 1=1 I I-1 11=1 11=1 I I-1 I I-1 11=1 I I�I I I1 11=1 I I-1 I I1 I I III^1111 I I- � A O Patch and repair siding after installation of doors/windows etc. Section 8 Existing conc.foundation to remain. No. Description Date GC to provide and install new conc. masonry pier foundation, Extend A.1 Level A - Enlarged G u a rd ra i I Level B - Enlarged Column O to T-0"below grade and provide T-0"h. reinf.concrete footing on undisturbed soil. See Structural drawings. Section Keynotes Elevation Keynotes Existing bearing wall to remain.Shake id patch and repair existing siding A.8 O with new yellow Cedar Wd. Shake siding. Tooth into exist.wd. shake siding in area of window/door installation. New 18"H.Viewrail,Signature,cable rail, handrail system with 1x3 IPE New deck and roof support beam. Structural forthcoming. Wrap 17-1 wd.cap. provide and install 2"x 2"#2205 rade brushed stainfess O GC to remove exist.trim board and replace with new yellow Cedar Wd. P P 9 exposed edges w/3/4'th.Azek. Ptd. A balusters @ 4'-0"o.c.with #2205 grade Stainless Steel cables to be V Shake siding. Tooth into exist.wd.shake siding and into adjoining wd. OA spaced @ 4"o.c.vertically. Provide and install 1"x 2"#2205 grade GC to provide and install 3/4"th.X 12 1/4"h.(Actual size)continuous Azek shake intersection at corner. O continuous top cap for fastening of IPE Cap rail. Note: Alf fasteners to O trim.on both sides of new support beam. Location of housing for future roll out awning by others. GC to - be#2250 grade Stainless Steel. coordinate substrate for structural support of housing and electrical A Contact: Zack Miller, Phone: (260)579-4716 O GC to provide and install 3/4"th.X 31/2"w. (+/-)continuous Azek trim. on O requirements with awning supplier. Contact: Dan Barnick @ New D bottom side of new support beam. Provide blocking as required. Haven Awning, (203)562-7232 o I OGC to provide and install 1"X 9"(Actual size)Azek cap. Provide routed continuous routed drip edge along bottom side of cap on both sides of wall. Op GC to provide and install Azek 3/4"th x 6"h.Azek trim,column capital. GC to supply and install new 3"h.x 8"w. custom profile Aluminum b B _ E O Gutter and downspout system for drainage of new deck scuppers. o OProvide and install new double 2x5 treated wd.top plate at on 2x6 GC to provide and install Azek Square Profile at all column corners and at Provide new ptd Kynar finish to match color:TBD. @ 16"O.C.partial height wall as indicated. O top of col. shaft as indicated. size: 1 1/2"d.x 1 1/2"w. model#: AZM-236 i OC) Provide and install new 3/4"th. Marine Grade Plywd. on both sides of Y partial ht.wall as indicated. O GC to provide and install Azek 3/4"th x 8"h.Azek trim, column panel. C D 0'-10 1/2" Provide and install new Yellow Cedar Shake sidingover T ek n Building Section Keynotes #401 O Yv New 42 H.Viewrail, Signature,cable rail, handrail system with 1x3 IPE E waterproofing membrane,on both sides of partial ht.wall as indicated. wd.cap. provide and install 2"x Z'#2205 grade brushed stainless 1/4" = 1'-0" M balusters @ 4'-0"o.c.with #2205 grade Stainless Steel cables to be - m -0'-1 1/2" O Patch and repair siding after installation of partial ht. partition. OG spaced @ 4"o.c.vertically. Provide and install 1"x 2"#2205 grade LO I '-7 1/2" continuous top cap for fastening of IPE Cap rail. Note: All fasteners to o I O Housing for future retractable awning by others. be#2250 grade Stainless Steel. C Contact: Zack Miller, Phone: (260)579�F716 H O GC to provide and install 3/4"th.X 11.5"h. (Actual size)continuous Azek O GC to provide and install Azek Square Profile at column shaft base as C> I Cl) trim. indicated. size: 1 1/2"d.x 1 1/2"w. model#: AZM-236 Level A - Existing I C° I O Provide and install new 2x6 treated wd. botton plate at at base of partial O GC to provide and install Azek 1/4 round trim at column base as indicated. Conditions _ _- _ ii C° height wall as indicated. 1 size: 3/4"d.x 3/4"w. model#: AZM-105 �' -_5 1/8" - 1x6 IPE decking on 2x6 pressure treated wd.deck joists @ 16"o.c. 1x6 IPE decking on pressure treated wd.decking joists @ 16"o.c. TJ F, o'v _ O Finish: Natural See Structural dr-wings. O Finish: Natural See Structural drawings. Ferry Watch E Provide and install new 3/4"th.x 3"w. IPE trim board at all edges of new b d OK Provide and install new 2x6 pressure treated wd.joists @ 16"o.c. O deck as indicated. M 845 Reservoir Road Provide and install new 2"min.tapered polystyrene insulation board. L Provide and install new 3/4"th.x 5"h.Azel riser at new stair as indicated. N OTaper up to 3.5"max. Provide and install EPDM rubber membrane over O Fishers Island, N Y top of insulation and wd.joists. Assure water-tight application at all - surfaces and edges. MO Provide and install new 2X12 rim joist as indicated. N O � Provide and install new 3/4"Plywd.decking on 2x12 pressure treated wd. Longitudinal Section I � E O joists @ 16"o.c. P H O New deck and roof support beam. Structural forthcoming. Wrap Level B- Existing exposed edges w/3/4"th.Azek as indicated. Ptd. Conditions �, I OO GC to provide and install 3/4"th.X 11.5"h. (Actual size)continuous Azek 8' - 11 1/4' `r trim. I o 'v Project number 20006.01 OGC to provide and install 3/4"th.x 1 1/2"w. Cedar Beadboard ceiling w/ clear Polyurethane finish,on 1"treated wd.strapping. Date Jan 31, 2023 J O Drawn by DAN K Checked by DAN a r A401 t1 Level B - Enlarged Column Elevation to Section Detail - Deck Guardrail 02 nn n Level A - Enlarged Guardrail Keynotes n Keynotes o Enlarged Column Detail 3/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" Scale As indicated N v Reflected Ceiling Plan Legend 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 5 SYMBOL: TYPE NOTES: 5/8"GYP.BD.ON 1X2 WD.STRAPPING FASTENED TO CEILING G N I C H O LS DESIGN GROUP EjA JOISTS. SKIM COAT AND PAINT W/ONE COAT PRIMER AND TWO N"] ARCHITECTURE & INTERIORS 1 COATS OF FINISH PAINT. I I I A401 I I I B EXISTING GYP.BD CEILING TO REMAIN. ,-� -------- ------- --- -- ------- - . c 2 x 4 ACOUSTICALTILE CEILING NICHOLS DESIGN GROUP 23 Millmont Street A301 I I m p Boston, Massachusetts 02119 4"DIA.LED RECESSED CAN LIGHT FIXTURE. REFER TO LIGHTING o 617.541.4610 1 PLAN. f 617.541.8895 I I I II 61), E SMOKE DETECTOR www.NicholsArchitectsLLC.com D J n Reflected „Ceiling Plan Legend �I I I I Level C - Reflected Ceiling Plan G\�.�EFtEDq,QC' I 4 y PRTHUR y�� I, Keynotes `C) . 0 T —I r------- OA Underside of new Level B Deck. Refer to Structural Drawings. NJ► �` �, I A.8 p 042630 OQ- J / i i O New deck and pergola support beam. Refer to Structural Drawings. pF E� / E i Wrap exposed edges w/3/4"th.Azek. Ptd. G — 'I — — I — � I — I — � ® � I I A.9 — — — — — — — — — — O Area in gray shaded region indicates exist.const.to remain. I / D New conc.masonry piers w/Yellow Cedar Shakes over exposed surfaces. � A I I I X1 Outside II C O Provide with 6"h.Azek trim,w/3/4"th.Azek top cap and aluminum flashing Storage I Ex. Utility Room I I (ptd.White)as indicated. 1 GC to provide and install new wd. screen. Construct from 1/2"th x 1 1/4"h. A400 I -014 B-005 O IPE wd. horizontal strips fastened to 2x4 wd.vertical frame @ T-0"o.c. B.1 I I0=7 GC to provide and install new T-0"w.wd. screen, gate. Construct from C — _ = II O 1/2"th x 1 1/4"h. IPE wd. horizontal strips fastened to 2x4 wd.vertical frame. i B Exist. S ora e A400 Ex.-Bedroom 01 C-0 7 o I O 04 Exist. 2'x 4' CT ystem A303 1 Ex. Storage E ist.�GWB'on VVd. Str ppin ist. GWB o Wd. Strap g C-006 7'-9 7/8" .A.F.F.'. I I T-9 7/$ A.F.F.. �o 00 0 Phase II - Permit Set Dc <1O April. 15, 2023 i O 1 ( I No. Description Date Oo o I - n Level C - Reflected Ceiling Plan Keynotes Nor -out o _ c 1/4" = 1'-13" F. 6-001 0 I 1 Exist. GW on Wld. St aping 7-9 /8' F.F. X. Staff 00 '. C-008 / I ® Exist. GWB on Wd.Strapping T-9 7/8" A.F.F. Ex. Bedroom 021. Ex. Laundry- , Exist. GWB on Wd. Stra in I Ferry Watch I g 7'-9 7/8': A.F.F.; y Exist.GWB Wd. Strapping 7'-9 7/ '.'A.F,F.-, , E - - - - 845 Reservoir Road Ex. CI°. _ I Fishers Island NY C-013 '0,,- ®' Exist. GWB on Wd.Strapping T_97/$" A.F.F. 0 , Level C - New Reflected Exist.GWB on Wd. Strapping EX.�C10. Ceiling Plan T-9 7/8" A.F.F. Oo Existing Bath 02 C-010 Project number 20006.01 ` a I Date Jan 31, 2023 F — — — — — — — — — — — — Drawn by DAN Checked by DAN Cl) Exist. GWB on Wd. Strapping A500 n Level C - New Reflected Ceiling Plan ILI 7 -4' A.F.F. M 3/16" = V-0" N 0 Scale As indicated N Reflected Ceiling Plan Legend F SYMBOL: TYPE NOTES: 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 v 5/8"GYP.BD.ON 1X2 WD.STRAPPING FASTENED TO CEILING N I C H O LS DESIGN GROUP A JOISTS. SKIM COAT AND PAINT W/ONE COAT PRIMER AND TWO N"]G ARCHITECTURE & INTERIORS COATS OF FINISH PAINT. 7'I-2 21/32" I 4'-9 1/2" 4'-5 1/16" 4'-5 3/4" 4 --5 1/16" I 4'-5 5/8" I I B EXISTING GYP.BD CEILING TO REMAIN. NICHOLS DESIGN GROUP 1 C 2X4A000STICALTILECEILING 23 Millmont Street I I I A40 II Boston, Massachusetts 02119 A301 I I m D 4"DIA.LED RECESSED CAN LIGHT FIXTURE. REFER TO LIGHTING o 617.541.4610 s'-6" o'-6" PLAN. f 617.541.8895 40 1 _ C (SD) E SMOKE DETECTOR www.NicholsArchitectsLLC.com I _ A A.1 I -- F \ Reflected dOCeiling Plan Legend 11 1/411 E RED M I I I N 0'-6 3/4" I S ARC � I G�y p.RTHU ��/stn F C Level B - Reflected Ceiling Plan ��,, o A.5 - co _ I Keynotes io J o Open t above A.9 v o ; I 1"x 2"IPE pergola slats spaced @ 1'-2"o.c.,on 31/8"x 10 treated wd. �O 2 30 aQ' K v ; I O beams. Wrap beam w/3/4"Azec trim over all exposed sides. F E I I I - - A I �I Securely fasten to structural beam wraped with Azec trim as indicated. A.V (structural requirements forthcoming) - - q —_Bea oard -w pping - - 61/ =A.F. B UB Area in gray shaded region indicates exist.const.to remain. x 10"d.column. Construct from wd. post at core wrapped wd blocking and trim w/3/4"Azek cladding. Refer to Architectural B.1 A400 _ -- I details. Structural forthcoming. F t _.-..__ _...............___. Existing wd.fascia and soffit. I) I I GC to supply and install new 3"h.x 8"w.custom profile Aluminum O O Gutter and downspout system for drainage of new deck scuppers. Provide new ptd Kynar finish to match color.TBD. (to) I !I New deck and pergola support beam. Structural forthcoming. Wrap 2 I I O exposed edges w/3/4"th.Azek. Ptd. 71 A400 Supply and install new 3/4"th.x 1 1/2"w cedar beadboard on Wd.strapping w/polyurethane finish. I Supply and install new 1 1/4"thick 3-ply laminated glass for floor(3 lites of A303 1 ? � �. � . „:: : Exist. GWB on Wd. Strapping �� i /8"glass with 8'-41/2" A.F.F.- . . 3 gas th intermediate lamination). Mfgr.: Jocklmo. Syle: Glass - ----- Grit, anti slip walking surface with Privacy Frost layer. Install in continuous Exist G B'on Wd.Strap ing O steel angle frame w/welded corners and bolted connection to adjoining I , -5 3/4 A.F.F. LVLs. Set lass floor on continuous silicone settingbed bottom and sides of angle)and provide waterproof silicone bead at sam of glass panel and Phase I I - Permit Set D { I steel angle. Refer to architectural details. Provide and install new 3/4"th.x 1'-4"h.Azek trim on all sides of sky light opening. ptd. April . 15, 2023 Location of housing for future roll out awning by others. GC to coordinate substrate for structural support of housing and electrical t I I jl O requirements with awning supplier. Contact: Dan Barnick @ New I I I I I I Haven Awning, (203)562-7232 No. Description Date 1 I : Location of housing for future vertical screens by others. GC to coordinate i substrate for structural support of housing and electrical requirements with screen supplier. Contact: Dan Barnick @ New Haven Awning, I I (203)562-7232 Exist. GW on d. S ra ping _ I - I T-47/8" q F.F -� L Provide and install new Marvin Clad Ultimate Double Hung windows and O transoms. See Window schedule and Structural drawings for framing details. I M GC to patch/repair/repaint interior and exterior wall and ceiling surfaces II O to original appearance as needed in area of construction. I� B st:GWB on Wd. Strapp n 8'=41/2" A.F.F. Level B - Reflected Ceiling Plan Keynotes • DE�str4to,,, n Wd.Strapping A.F.F. _.__...__._..._...____—._..__..__.. Exist. GWB on Wd. Strapping o; 7'-4 7/8" A.F.F. Exist. WB on Wd.Strapping Exist. GWB on Wd.Strapping bo g 8 -41/2" A.F.F. 8'-4 1 2" A.F.F. 00 CD I FerryWatch .: co Exist. GWB on Wd. Strapping Q 8'-03,8" A.F.F. 845 Reservoir Road _ I Fishers Island , NY Exist. GWB on Wd.Strapping 8'-4 1/2A.F.F. r Level B - New Reflected �, co 13 Ceiling Plan _ ...i Project 20006.01 number Date Jan 31, 2023 Drawn by DAN Exist.GWB on Wd.Strapping Checked by DAN a 7'-4 7/8" A.F.F. to xist.GWB on Wd. Strapping A501 8'-41/2" A.F.F. n Level B- New Reflected Ceiling Plan M 3/16" = 1'-0" N O Scale As indicated N 2.1 2.3 2.5 2.6 2.8 2.9 3 4 Reflected Ceiling Plan Legend SYMBOL: TYPE NOTES: 5/8"GYP.BD.ON 1X2 WD.STRAPPING FASTENED TO CEILING N I C H O LS DESIGN GROUP A JOISTS. SKIM COATAND PAINT W/ONE COAT PRIMER AND TWO N... ARCHITECTURE & INTERIORS I I COATS OF FINISH PAINT. B EXISTING GYP.BD CEILING TO REMAIN. I I I II C 2X4A000STICALTILECEILING NICHOLS DESIGN GROUP 23 Millmont Street Boston, Massachusetts 02119 D 4"DIA.LED RECESSED CAN LIGHT FIXTURE. REFER TO LIGHTING o 617.541.4610 I I I II PIS"' f 617.541.8895 I I A301 ( (s_D) E SMOKE DETECTOR www.NicholsArchitectsLLC.com 1 n Reflected Ceiling an Legend I I I II 1/411 = 1'-0" I I I Level A - Reflected Ceiling Plan GNli� tED,j/c �� H(IR II Keynotes � �,. ,—4 , OA Existing wd.fascia and soffit. NA t / GC to remove existing Aluminum Gutter and downspout at O commencement of construction. Reinstall at completion and paint. OF N 1 I I Color:TBD A40 O Area in gray shaded region indicates exist.const. i I Patch and repair ceiling in area of construction. Paint entire — O ceiling and affected walls. Color TBD OExisting Aluminum Gutter and downspout remain. Ptd. Color:TBD A A II ® ,': ®. Level A Reflected Ceiling Plan Keynotes 1/4 - 1 0 B A Exist. WB n Wd.Strapping B G o St a _ 8'-0" A.F.F. Exist.GWB on Wd.Strapping 8'-7 3/16" A.F.F. D A303 1 C_ Exist.GWB on Wd.Strapping Exist.GWB on Wd.St ^ n Phase I I - Permit Set PP 9 8'-7 3/16" A.F.F. _ 10'-$ 1/2"',A.F.F. April. 2 2 A 5 0 3 I 1 A302 A No. Description Date ' E t. GWB on , d. i 10'=8 5J8" A. Exist. GWB on Wd.Strapping I 10'-81/2" A.F.F. E Ex GWB on Wd. Strappi g I I 0'-8 5/8" -A.F.F.- I I I I I Ferry Watch 845 Reservoir Road Fishers Island, NY Level A - New Reflected Ceiliing Plan Project number 20006.01 Date Jan 31, 2023 Drawn by DAN Checked by DAN a v A502 - N O n Level A - New Reflected Ceiling Plan Scale As indicated 3/16" = 1'-0" `" 2 2.1 - 2.3 2.5 2.6 2.8 2.9 3 Deck Plan and Detail Keynotes 1111 A A601 only. I 1"x 2"IPE pergola slats spaced @ 12"o.c., ??. Wrap w/3/4"Azec _ N I C H O LS DESIGN GROUP g O rim over all exposed sides. Securely fasten to structural beam ARCHITECTURE & INTERIORS A.8 — — — �— — — — — — — — — — — — — — — — — — raped with Azec trim as indicated. (structural requirements forthcoming) — — — — — — — — — — — — O Existing roof assembly to remain. GC to repair any damage that A __- — ccurs to assembly during construction. I heipply and install ht exterior bearing 24'wall. Partition tobe2x6 wdC studs w 16'ko o.c. al w/5/8" NICHOLS DESIGN GROUP 9 9 @ 23 Millmont Street Omarine grade plywd on exposed sides of partition. Supply and install new fu Boston Massachusetts 02119 ht.WR Grace, Ice&Water Guard and finish w/5"h Yellow Cedar shakes to o 617.541.4610 match existing. Provide and install 1"x 8"Azek cap w/routed drip edge on 3 Elevation 1 -a I ( I I I bottom of each outer edge of cap,at top of wall. f 617.541.8895 New 42"H.Viewrail,Signature, Hangerwire and baluster, handrail wWW.NicholsArchitectsLLC.com A600 system with 1x4 IPE wd.cap. provide and install 2"x2"#2205 grade brushed stainless balusters @ 4'-0"o.c.with #2205 grade Stainless D O Steel hangerwire to be spaced @ 4"o.c.vertically. Provide and install I I ( I ( 1"x 2"#2205 grade continuous top cap for fastening of IPE Cap rail. Note: All fasteners to be#2250 grade Stainless Steel. E Contact: Zack Miller, Phone: (260)579-4716 ED l *2 \11, F O 1x6 IPE decking on pressure treated wd.decking joists @ 16"o.c. HU Finish: C'S' A600 I Finish: Natural �� PR R VIA- Supply ISupply and install new 1 1/8"thick 3-ply laminated glass for floor(3 lites of o U I I I I I 3/8"glass with intermediate lamination). Mfgr.: Jockimo. Syle: Glass l.,,.s p –{ Grit, anti slip walking surface with Privacy Frost layer. Install in continuous � OF steel angle frame w/welded corners and bolted connection to adjoining N "� LVLs. Set glass floor on continuous silicone setting bed(bottom and sides � _ of angle)and provide waterproof silicone bead at seam of glass panel and 42g 30 steel angle. See Structural details. pF N _ rovide and install new 3/4"th.x 1'-4"h.Azek trim on all sides of sky light pening. ptd. M HO rea in gray shaded region indicates exist.const.to remain.. 'J; I I - -- - New Marvin Clad Ultimate Picture window. See schedule.I �- New Marvin, Clad Ulitmate, sliding doors. See door schedule. -= I 5"x 5"Aluminum Gutter and downspout system to match existing in 1 KO imension and profile. Mount directly below new 2"x 12"scupper openings. IV B. Provide ptd. kynar finish. Color:TBD ��Jf — — — — — — Patch and repair existing multi-ply wd.floor upon completion of door and L4i — L window installation. Maintain and assure structural integrity of multi-ply floo i I O I I li' I I i I I i I I f I I I � I i finish. i I throughout construction. Sand and refinish to match existing fi s i 9 0 9 I I 1 I I I i I I I I i ( I i L I i , I I i I I , I I i i I l I I i i II I I I I l new extendable awning. Work b others.Housin9 for it i I ill I I . i I „ '. I i I I i i , III li ', III i I i I I i I { iil I iI ' i N GC to supply and install new 2x6 pressure treated deck joists. Wrap top an 3/4 1 Level A - Enlarged Deck Plan O xposed sides of joists with EPDM rubber membrane as indicated." = 1'-0" GC to suPPI and install new 2"x 12"scuPPer o enin s(fn.o n .) in new O1'-10'h.partial height wall as indicated. rap all sides with EPDM rubber membrane and WR Grace waterproof 2 2.1 2.3 2.5 1 2.6 2.8 2,g0 3 membrane. Flash into new aluminum drip edge. GC to provide and install new EPS tapered insulation between each foor A401 D joist. Supply and install new EPDM roofing membrane over EPS insulation Phase 11 - Permit Set 4'-0" 4'-0" 4'-0" 4'-0" O and wood joists. Taper ins.to top of bottom of scupper opening. Extend roofing membrane up enclosing walls 18"from surface of partial height April. 15, 2023 ails and 24"up the sides of house exterior bearing walls to create continuous watertight deck pan. H O C to supply and install new Marine grade plywood deck subfloor. zt E 3C to supply and install new?x?LVL Beams. Refer to structural drawings. No. Description Date 0'-81/2" � O rap top of joists exposed to the elements with copper metal flashing and /4"Azek on sides and bottom of Beams. �- LIE— zt -' -' I I I I -- - -- o T Level A - ExistingLL[L l I �— Conditions I - - H U - -- - --- � P 5 1/8" - 0 t 1 1 i t Iii I ! I I ( l i I ! I I i I I 1/4" = 1'-0" WNXX�A=XXVVXXZXXVVXX Xxxft X X -XVIXXX2� A777=V -�- A --- -- - --- - --- X------- - ---- 04 C*4 0 I Cl o 4O O 3 Elevation 1 - a 0 1'-0" 1 -- B.1 B A400 A T-0" _ , I Ferry Watch Level A - Existing zt 0'-0 1/4" N Conditions D 18' - 5 1/8" — 0'-1 1/2" - - E 845 Reservoir Road -- J - - - Fishers Island , NY --- G Ju il'G'I!;II H Enlarged Deck Plan b o K Project number 20006.01 L Date Jan 31, 2023 M Drawn by DAN Checked by DAN a rn v X600co N Cl Enlarged Laminated Glass Floor Section Scale As indicated N 2 3/4" = 1'-0" �r ti E N8 N M NC ' N CO O C> CCC) j o C N 1295.04 a W 5693.40 W o LAG 5CREW o v Act 0 rt r-I U U '� '�►� N 1225.68 rn 0 "r� �>' �3 W 5667.14 cdl U o w o m o N\F r sns UNION FREE SCHOOL DISTRICT °C R� 3 � c o U r M LAG 5CREW SUBJECT TO DRIVEWAY EASEMENT IN FAVOR OF CHRISTOPHER L. RAFFERTY J f r o L1 L1- N 86'00'06" E 14.37' " T 1 \ r L2- S 86'00'06" W 18.00' v L3- S 7750'00" E 17.98' LOCATION MAP SCALE 1 =400' \ w 'iso c 0) p L4- N 69'10'11" E 13.56' \\ c / n L2 7. w..4 . CA BRASS � � ter `0� �6 P. Et y/ SUBJECT TO UTILITY EASEMENT PLATE "C" �' `'- �'=' IN FAVOR OF CHRISTOPHER L. RAFFERTY �g N F P��'�G` a/�c�`�� CHRISTOPHER L. RAFFERTY * C-)� WATER SERVICE N 0 ' o O UNDERGROUND N\F UTILITES s ��i �+: BLOCK 9, LOT 29.5 05 FITF, LLC TELEPHONE AND ELECTRIC HAND HOLE O O w o N /W " ABANDONED WATCH TOWER MAP REFERENCIA J CROSS-HATCHED AREA DENOTES N\F 1.) SURVEY MAP PREPARED FOR JEANNE A. MAY; RESERVOIR ROAD; FISHERS LJv AREA SUBJECT TO PERPETUAL vi o/ CAROLINE C. CLEVELAND SIGHT EASEMENT IN FAVOR OF ISLAND, NEW YORK; FINAL LOCATION MAP; CME/CPK DESIGN GROUP; NORWICH, ADJOINING PREMISES N\F CT; DATE: 01/10/2003; SCALE: 1"=40'; SHEET 1 OF 1 ZI x Q KEENAN 2.) PROPOSED LOT LINE CHANGE PROPERTY OF CHRISTOPHER L. RAFFERTY & m I y JEANNE A. MAY; RESERVOIR ROAD; FISHERS ISLAND, NEW YORK; CHANDLER, Na IRON PIN FND. PALMER & KING; NORWICH, CT.; DATE: JANUARY 22, 2001; SCALE: 1"=100'; Q m \0. $ SHEET 1 OF 1 IRON SbCJ 40' $' `'Q'�" W a 3.) SURVEY MAP OF PROPOSED EASEMENTS TO BE GRANTED TO CHRISTOPHER L. p PIPE A°`8' 655i y of RAFFERTY ACROSS PROPERTY OF JEANNE A. MAY; RESERVOIR ROAD; FISHERS ~ Z Y S �, ��� ISLAND, NEIN YORK; CME/CPK DESIGN GROUP; NORWICH, CT.; DATE: 03/08/02; w W o 4. 7 F �o w- �. W �a;$� SCALE: 1"=30'; SHEET 1 OF 1 � Q >>_ Iz POR(- o os S g9.5 ��• £ > a W �$Q. N DECK J < � � Z FISHERS ISLAND SOUND ,0 i� $i NOTESm o z I 1,-A/11.3/021 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED p I- J w V) • HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO N } t*+ BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE F- E PORCH ENGAGEMENT. W LU IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS a- 2.) Q U)LL_ •y�Q' •O� ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN x m ITEM IN ANY WAY. a 0. It] 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Z_ SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF Q O 0 � LEACHING POOLS THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC V SEPTIC TANK SURVEY TRIANGULATION STATION "PROS" lb 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, '9O SECTION 009, BLOCK 9, LOT 29.5 MON. MARTHA \P. LITCH 6.) TOTAL AREA = 2.43f ACRES. . . • ss?9. �b. 7.) SITE IS LOCATED IN R-80 ZONE. � N\F ".0 `gab• FI TF, LLC °�'i \ '�o' �' • . . Z A�R N S� CER1'1FlED T0: Z \ ,� o MON. Qb, N\F C. RICHARD BARTELS & KAREN A. BARTELS - o s9y ,os• �o• �' WILLIAM F. WOOD, JR. COMMONWEALTH LAND TITLE INSURANCE COMPANY cn \Orj. �' IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS OF THE - �. MON. SILVER EEL COVE N\F ,r NEW YORK STATSSOCIATION. w , .�� / E LAND TITLE A � JANE HARVEY 'gyp. / TITLE NO. RHO6306037 & CHARLES CURTIS 5PIKE S+ IRON / o PIPE / �• SPIKE / —_ z N\F JANET H. HARVEY & y o R. DIXON H. HARVEY, JR. N\F a Z $ $ WILLIAM WOOD o m / A00 co .0N I I I N $' 0 . .�, N\F F Z o o -> U HI RAM F. MOODY Ill o o N Q w 0 w 0= O w O_ Z O J O_ m 0 O U U LL. 5PIKE 53,72' DATE: 08/28/2006 N S359*00" E QUALITY CONTROL CERTIFICATION WIWHROP DRIVE SCALE: 1 50' " = GROUP REVIEWED DATE PROJECT MANAGER N 383.28 SURVEY ENVIRONMENTAL 366.98 So 25 o so SHEET CIVIL STRUCTURAL GRAPHIC SCALE IN FEET OF 1 ARCHITECTURAL FILE 3 © Drawing Copyright®2015 N 1295.04 ri W 5693.40 33 Wilbur Cross Way,Mansfield,CT 06268 101 East River Drive, 1 st Floor LAG SCREW N 1225 68 ? HAY East Hartford,CT 06108 W 5667.14 Q HARBOR 860-885-10551 www,chacompanies.com L1- N 86'00'06" E 14.37' y L2- S 86'00'06" W 18.00' � �� L3- S 7T50'00" E 17.98' 4 Eo ?0 \0p. L4- N 69'10'11' E 13.56' N\F a / UNION FREE SCHOOL DISTRICT J \ K �f \ SITE N �i I 5317t� '29—— \ 1, 157.50' �41y \ 42'9.3d `0 \ .� , W Iii ELIZABETH \ -�-5 79'19w ►? " FIELD \ p a SUBJECT TO DRIVEWAY EASEMENT AIRPORT SITE PLAN r AL1 IN FAVOR OF CHRISTOPHER L RAFFERTY 1. lJ :G o� o %' I �= DRIVEWAY o PREPARED FOR MURRAY R. METCALFE INL2 _ & _ _ LOUISE BURNHAM 479.30' °�° '' SUBJECT TO UTILITY EASEMENT o 8� N 89'2t_37" W — _ ��� a IN FAVOR OF CHRISTOPHER L RAFFER'TY a LOCATION MAP SCALE 1 "=1000' PACKARD 845 RESERVOIR ROAD FISHERS ISLAND, ELECTRIC BOX �;.w Al,METER /"' AA l% "v+ Z N\F NEW YORK N\F F��= l CL RAFFERTY TRUST MAP REFERENCES TOWN OF SOUTHOLD 3 1.) SURVEY MAP PREPARED FOR JEANNE A. MAY, RESERVOIR ROAD; FISHERS i ISLAND, NEW YORK; FINAL LOCATION MAP; CME/CPK DESIGN GROUP; NORWICH, CT; DATE: 01/10/2003; SCALE: 1"=40'; SHEET 1 OF 1 N F 2.) PROPOSED LOT LINE CHANGE PROPERTY OF CHRISTOPHER L. RAFFERTY & CHRISTOPHER L. RAFFERTY JEANNE A. MAY; RESERVOIR ROAD; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING, NORWICH, CT., DATE. JANUARY 22, 2001; SCALE: 1"=100'; CROSS-HATCHED AREA DENOTES Z� SHEET 1 OF 1 AREA SUBJECT TO PERPETUAL 2% N\F SIGHT EASEMENT IN FAVOR OF ' JAMES F. DWINELL, IV 3.) SURVEY MAP OF PROPOSED EASEMENTS TO BE GRANTED TO CHRISTOPHER NVQ ADJOINING PREMISES / y ABANDONED WATCH TOWER & LOIS C. DWINELL L. RAFFERTY ACROSS PROPERTY OF JEANNE A. MAY; RESERVOIR ROAD; FISHERS �0 1 . N ISLAND, NEW YORK; CME/CPK DESIGN GROUP; NORWICH, CT.; DATE: 03/08/02; '� F. 13/0 p�$ SCALE: 1"=30'; SHEET 1 OF 1 �,'�' y00� ti 4.) SURVEY MAP PROPERTY TO BE CONVEYED TO C. RICHARD BARTELS & IPIOPE a ,� . 4 � . W �� KAREN A. BARTELS RESERVOIR ROAD FISHERS ISLAND, NY, CME ASSOCIATES .73 4.47 0� N 7•p0 �`�� ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC FORMERLY CHANDLER, �.j 60' �' 2 a 6g5 PALMER & KING 110 BROADWAY NORWICH, CT 06360, 32 CRABTREE LANE, �� a—{ ;c.4 . 4: STEPS $�,►` 5 WOODSTOCK, CT 06281 www.cmeengineering.com PHONE 888-291-3227 05101y �J 0 '�64.0' \^ � $+ Z2,;b f PROJECT #2006836 SCALE 1"-50' DATE:08/28/2006; SHEET 1 OF 1 `SFO SJ \ 5 N 10 FISHERS ISLAND SOUND RIGHT OF WAY � 65.4' �- N ` k $ EXISTING \ \ Ilk �,NIDECKS PROPOSED FAM ILM 1 DPE S AND RESIDENCE RDE �' NOTES, IT DI AacwtEC,wroscAPE Ar:M uwo� AC1N0 UNDER THE DIRECTION OF A LICENSED PROFESSONAL t^ SURVEYOR To ALTER AN REM IN ANY NAY.F AN ITEM BEARING THE V 7 STAMP OF A LICENSED PROF�AL IS ALTERED,THE ALTERING ENGINEER,ARCHITECT.LANDSCAPE ARCWIECT OR LMD SEE PLANS BY PORCH Nom• 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED SL�STAMP DOCUMENT AND INCLUDE THE NICHOLS DESIGN NOTATIa+ ALTERED By.PoLIDNED BY THEAL SONATURE,THE ,A �1 HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO DATE OF shat ALTERATION,Arra A SPECInC DESCRIPTION GROUP RLIMITS OF / BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE OF THE ALTERATION. ti RIGHT OF SEPTIC TANK ENGAGEMENT. 0 MON. d' 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, WAY •,�p0 (FOUND) �$+ 6,5 SHOWER �� / UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO M �� O ALTER AN ITEM IN ANY WAY. N 4645'00 W s. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S 69.13' N 59'13'00 W � LEACHING POOLS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF '• / �� � 12.00' THE LAND SURVEYOR. N\F • / 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC FITF, LLC 'yo N`F SURVEY TRIANGULATION STATION "PROS" STONE MARTHA P. LITCH 1. SLOPE / 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, B s, (FOUND) POLSECTION 009, BLOCK 9, LOT 29.5 • , ?9Py 'E` #308 6.) TOTAL AREA = 2.43t ACRES. GUY 73. A / � 7.) SITE IS LOCATED IN R-80 ZONE. o 8.) PERCENT OF LOT COVERAGE PROPOSED- 3.53. � / N ELEBCTRI BOX y��CF S s9y� (FO OND)METER J 1\Q� -V• / o F ° �\� P '�o• 4 ti HANS P.NBUNAES &0, SILVER EEL COVE / POLE �� ANTONIA L. BUNAES N � \F #307 Aj Off, CURTIS HARVEY + i / REVOCABLE TRUST �� �''(A ; f/ / / No. Submittal/Revision Aprdl By Date OLE #3/4 / N\F JANET H. HARVEY & R. DIXON H. HARVEY, JR. i p� ->, N\F LEGEND % RICHARD L. WOOD / i-��-� �''• + PROPERTY LINE � Y'p�-� 4 ABUTTERS LINE / \$ EDGE OF PAVEMENT 0. DRIVEWAY + EDGE OF GRAVEL F. N\F STONE WALL BRANDYWINE TRUST CO LLC OVERHEAD WIRES o/W POLE NOW OR FORMERLY N/F #305 UTILITY POLE -� W/GUY BOUNDARY POINT O PROPOSED DECKS 15PIKE N 8359'00` E 53.72' PERGOLA CL WINTHROP DRIVE N 383.28 W 5366.98 Designed By: Drawn By: Checked By: --- RHS CB 50 25 0 50 100 Issue Date: Project No: Scale: 12/19/2022 071068 1"= 50' SCALE: 1" = 50' Drawing No.: SHEET 1 OF 1 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 5 Lighting Legend O N co W o �I' NICHOLS DESIGN GROUP N Z 1 �.G ARCHITECTURE & INTERIORS I I NEW 4"DIA.RECESSED LED LIGHT FIXTURE. MFGR: LITON,LED LIGHTS ISTYLE:4"NEW CONSTRUCTION HOUSING I I I ( A A MODEL: 1H991CA-QC/LRELBLD402W-T27,DRIVER INCLUDED,11W.THIN NICHOLS DESIGN GROUP PROFILE,4 7/8"X 2 7/8"H,LIGHT CCT: 27K, TRIM COLOR: WHITE 23 Millmont Street WET LOCATION COMPLIANT Boston, Massachusetts 02119 NEW 4"DIA.ADJUSTABLE GIMBAL,RECESSED LED LIGHT FIXTURE, o 617.541.4610 MFGR: LITON,LED LIGHTS f 617.541.8895 I 0B B STYLE: WALL WASH, A301 I MODEL, LH991CA-QC/LRELD488W-T27,DRIVER INCLUDED,11W.THIN WWW.NicholSArchitectsLLC.com POFILE,5"X 3 1/4",LIGHT CCT: 27K, TRIM COLOR: WHITE 1 PENDAT LIGHT I I I I I I O C MFGR:NMODEL#I�NRE: LED FIXTURE TBD. I I I I I I I C CDR DINING ROOM PENDANT LIGHT FIXTURE: LED FIXTURE TBD. \S.�ERED,q�c A.1 — —( I CD MFGR:,MODEL#,FIN. G PFtTHV ti ti� I I I I I CONTINUOUS LED TAPE LIGHT&DRIVER 0 t�„ =O I I D LED TAPE: MFGR: KLUS,MODEL: FLEXIBLE LED STRIP,9.6 y _ j y c� D WATT/M, DRIVER: MFGR:MAGNITUDE,MODEL: 100 W LED DRIVER#M100L12DC-AR EXHAUST FAN ASSEMBLY E MFGR: PANASONIC,MODEL: WHISPER GREEN SELECT-MULTI OF N --' I E SPEED, MODEL#FV-20VQ3 A.8 j i C E BRK HARDWIRED INTERCONNECTED SMOKE DETECTOR.120 V. SD W/BATTERY BACK-UP. HOME DEPOT: MODEL#SC91206 ., • A.(� — — — — — — _ — — — _ I O `j EXISTING HARDWIRED INTERCONNECTED SMOKE DETECTOR/ v SDX CARBON MONOXIDE DETECTOR.120 V.W/BATTERY BACK-UP. A I I I I I I O BRK HARDWIRED INTERCONNECTED SMOKE/CARBON DIOXIDE H DETECTOR.120 V.W/BATTERY BACK-UP. HOME DEPOT: SDCO MODEL#SC9120B i SDCOX EXISTING,HARDWIRED,CEILING MOUNT HEAT DETECTOR TO B.1 _ - - _ I - _ - _ - - - _ HD I REMAIN. B �, L O J EXISTING,HARDWIRED,CEILING MOUNT HEAT DETECTOR TO motion _ .� _ _ •. _���.�= H DX REMAIN. 2 detector I =:1; `I A400 EX1 EX1 ==<; lO I K INTERIOR SCONCE,LED LIGHT FIXTURE 0 MFGR: ,MODEL#,FIN.TBD _ M E 1 I EXTERIOR RATED SCONCE,LED LIGHT FIXTURE I L MFGR: ,MODEL#,FIN.TBD Phase 11 - Permit Set X1 N EX1: TEX1` April . 15, 2023 ' 3"DIA.EXTERIOR RATED DOWNLIGHT,LED LIGHT FIXTURE SDXI 1 A302 O M MFGR: ,MODEL#,FIN.TBD INTERIOR MONO POINT,LED LIGHT FIXTURE No. Description Date N MFGR: ,MODEL#,FIN.TBD SD Lighting Legend ----- o - _ 1/4" = 1'-0" f �l _��- --�,,.,�•-' �}-.:...- -.• - - 1 .off-;__- ` _ _. • - I \\ 'ter• - ',I,: - 'i - EX 4 _ EX2 Ferry- Y Watch 845 Reservoir Road Fishers- - - shers d IsIa n NY = _ _ Level C - New Lighting ' Plan EX1;, x Project number 20006.01 Date Jan 31 2023 0 3 �//0 p I Drawn by DAN Checked by DAN a — ch Co r11 E-LOOO M N n Level C - Lighting PlanN 3/16" - 1'-0" Scale As indicated I N 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 5 Lighting Legend J O cn co W W o NICHOLS DESIGN GROUP N Z Nm"GARCHITECTURE & INTERIORS I I I I I I NEW 4"DIA.RECESSED LED LIGHT FIXTURE. MFGR: LITON,LED LIGHTS STYLE:4"NEW CONSTRUCTION HOUSING II I �A A MODEL: LH991CA-QC/LRELBLD402W-T27,DRIVER INCLUDED,11W.THIN NICHOLS DESIGN GROUP A•5 i II II I II1I I l.� IIII IIII�iI - jIi II'I ItF �--- � - - n-r; - - - - -- - =_= - -- - ---- _- n� - III : �i ,I 1 A302 - OOSaD0CD D E(j PCEXRAOIRSTBF IIOLN EN,G, 4MH7AO/RN8D "O WXXII2 D R E7E/DD8 EI"NTHTE,EC LRT ICOGORHN.T 1NCCT: E.27K, 7K,B TAO RTKITMEEDRCOLOR:- RUWHITE *N�23 �yMFilRqlmt°'on Rt- S CtQ'r Sej - �e t WET LOCATION COMPLIANT Boston, Massachusetts 021 19 NEW 4"DIA.ADJUSTABLE GIMBAL,RECESSED LED LIGHT FIXTURE. o 617.541.4610 4'-5 5/8" MFGR: LITON,LED LIGHTS f 617.541.8895 1 1 0 B B STYLE: WALLWASH, www.NicholsArchitectsLLC.comA301 MODEL: LH991CA-QC/LRELD488W-T27,DRIVER INCLUDED,11W.THIN POFILE,5"X 31/4",LIGHT CCT: 27K, TRIM COLOR: WHITE 0 PENDANT LIGHT FIXTURE: LED FIXTURE TBD.C MFGR:,MODEL#,FIN. CCDRDINING ROOM PENDANT LIGHT FIXTURE: LED FIXTURE TBD. \`isREDA MFGR:,MODEL#,FIN. H CONTINUOUS LED TAPE LIGHT&DRIVER O LED TAPE: MFGR: KLUS,MODEL: FLEXIBLE LED STRIP,9.6 rD WATT/M, DRIVER: MFGR:MAGNITUDE,MODEL: 100 W LED DRIVER#M100L12DC-AR EXHAUST FAN ASSEMBLY 9' 942630 O MFGR: PANASONIC,MODEL: WHISPER GREEN SELECT-MULTI - EW0 SPEED, MODEL#FV-20VQ3 BRK HARDWIRED INTERCONNECTED SMOKE DETECTOR.120 V.FW/BATTERY BACK-UP. HOME DEPOT: MODEL#SC9120BSD . SDX BRK HARDWIRED INTERCONNECTED SMOKE CARBON DIOXIDEA H DETECTOR.120 V.W/BATTERY BACK-UP. HOME DEPOT: SDCOO 0 O MODEL#SC9120B A40 SDCOX EXISTING,HARDWIRED,CEILING MOUNT HEAT DETECTOR TO B.1 N � REMAIN.HD EXISTING,HARDWIRED,CEILING MOUNT HEAT DETECTOR TO HDx REMAIN. INTERIOR SCONCE,LED LIGHT FIXTURE K MFGR: MODEL#,FIN.TBDA00 MEXTERIOR RATED SCONCE LED LIGHT FIXTURE etA30C April . 15, 2023 MFGR: MODEL# FIN TBD Phase IIPermit S 3 3 DIA.EXTERIOR RATED DONLI HT LED LIGHT FIXTURE 1MMFGR: MODEL# FIN.TBD DateeNo. Description MONO POINT,LED LIGHT FIXTURE N MFGR: M D L# FIN.TBD EX1 , EX1PLi Legend n 1/4 - -.._, _--_ -� - -_ -;+'Gam•.E�X- 1-�- ��-,�o<11--�`y ' lI. •D---,-=�X_-- :-,�--__ :'j•,_-_--_-_—_- y,iI -_- --�I -✓-,rL • -- - - - -y4E - XX1 " 11 - 1 — 0 d EX Ferry Watch 845 Reservoir R o a,d Fishers Island NY Level B - New Lighting Plan Project number 2000 6 .01 Date Jan 312023EX Drawn by DAN Checked by DAN coME-Loo1AA410 F;:771 °- N n Level B- Lighting Plan Scale As indicated U 3/16" = V-0" N 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 5 Lighting Legend J O cn 00 LU LU I I I I o �I � NICHOLS DESIGN GROUP N Z ARCHITECTURE & INTERIORS NEW 4"DIA.RECESSED LED LIGHT FIXTURE. I f II MFGR: LITON,LED LIGHTS STYLE:4"NEW CONSTRUCTION HOUSING �A A MODEL: LH991CA-QC/LRELBLD402W-T27,DRIVER INCLUDED,11W.THIN NICHOLS DESIGN GROUP PROFILE,47/8"X 2 7/8"H,LIGHT CCT: 27K, TRIM COLOR: WHITE 23 Millmont Street WET LOCATION COMPLIANT - Boston, Massachusetts 02119 NEW 4"DIA.ADJUSTABLE GIMBAL,RECESSED LED LIGHT FIXTURE. o 617.541.4610 I I I MFGR: LITON,LED LIGHTS f 617.541.8895 I A301 I B B STYLE: WALL WASH, MODEL: LH991CA-QC/LRELD488W-T27,DRIVER INCLUDED,11W.THIN WWW.NicholsArchitectsLLC.com 1 POFILE,5"X 31/4",LIGHT CCT: 27K, TRIM COLOR: WHITE 0 I I I (I PENDANT LIGHT FIXTURE: LED FIXTURE TBD. C MFGR:,MODEL#,FIN. C _ 0 CDR DINING ROOM PENDANT LIGHT FIXTURE: LED FIXTURE TBD. NCO D qRC A.1 I I I I I IF CD MFGR:,MODEL#,FIN. ��C9 1<1 PRTHUR /tii� I CONTINUOUS LED TAPE LIGHT&DRIVER * 0 t�„ 00 �4 D LED TAPE: MFGR: KLUS,MODEL: FLEXIBLE LED STRIP,9.6 = j� D WATT/M, DRIVER: MFGR:MAGNITUDE,MODEL: 100 W LED � DRIVER#M100L12DC-AR 9 O r� IL EXHAUST FAN ASSEMBLY 4263 1 I I I E E MFGR: PANASONIC,MODEL: WHISPER GREEN SELECT-MULTI OF N W A40 SPEED, MODEL#FV-20VQ3 F BRK HARDWIRED INTERCONNECTED SMOKE DETECTOR.120 V. A.8 I I I I I SSD W/BATTERY BACK-UP. HOME DEPOT: MODEL#SC9120B A.9 — — — — — — — _ — — — — — — O (j EXISTING HARDWIRED INTERCONNECTED SMOKE DETECTOR/ -- SDX CARBON MONOXIDE DETECTOR.120 V.W/BATTERY BACK-UP. A BRK HARDWIRED INTERCONNECTED SMOKE/CARBON DIOXIDE EX1 O H DETECTOR.120 V.W/BATTERY BACK-UP. HOME DEPOT: 1 I SDCO MODEL#SC91208 I SDCOX I EXISTING,HARDWIRED,CEILING MOUNT HEAT DETECTOR TO _-1 HD REMAIN. p p: i a.oy EXISTING HARDWIRED CEILING MOUNT HEAT DETECTOR TO H DX REMAIN. '�,EX1 ;•:"-:''"��;:fir'` '`~��'=`'-` .'*,�.:•. INTERIOR SCONCE,LED LIGHT FIXTURE K MFGR: ,MODEL#,FIN.TBD M :A3303 EXTERIOR RATED SCONCE LED LIGHT FIXTURE 1 L MFGR: MODEL#,FIN.TBD _ - a I I P rmi _ - se e t Set N P-1 P P April. 1 2 2 5 0 3 A302 3 DIA.EXTERIOR RATED DOWNLIGHT,LED LIGHT FIXTURE O M MFGR: ,MODEL#,FIN.TBD O INTERIOR MONO POINT LED LIGHT FIXTURE No. Description Date p F # FIN. - - MFGR: MODELTBD P EX1 _ I n Lighting Legend --- _ ---- - - - - - - - - - - - 1/4" = 1'-011 EX1 I f I I II I I I I D I I I I Ferry Watch 845 Reservoir Road Fishers Island , NY I Level A - New Lighting Plan Project number 20006.01 Date Jan 31, 2023 Drawn by DAN Checked by DAN cov co E-L002 M n Level A - Lighting Plan 0 3/16" = 1'-0" Scale As indicated N 1 1 .2 1 .8 2 2.1 2.3 2.5 2.6 2.8 2.9 3 4 5 Power Plan Legend SYMBOL: TYPE NOTES: I (�- A CABLE-INTERNET OUTLET N"]G ARCHITECTURE D SNTC7ERI0G ROUP DUPLEX OUTLET B MFGR: LEVITON,15 AMP DUPLEX OUTLET-COLOR: WHITE NOTE: "E"INDICATES EXISTING OUTLETTO REMAIN. I I I_I I�I I III—III—III III—III—I I I I—III IIII III—III—III—III— I I—III—III—III—I I—III—I I —I 1I— I—) I I III III—I I —) I I—I I—III III—) I I III—I I—) 11 III—III—) I I—III—III—III—III—III—III III---) 11—) I I—III (9 C GROUND FAULT INTERUPT DEDICATED CIRCUIT OUTLET MFGR:LEVITON,15 AMP 125-VOLT DUPLEXSELF-TEST GFCI OUTLET,COLOR:WHITE NICHOLS DESIGN GROUP =III=1 I=1 I III—III III—III=1 I =III= I I=I I I_I I I=1 III—III_III—III—III_I II I—III—III—I II I—III—III—III— QUAD OUTLET 23 Millmont Street —III—I I ISI I I I II I —III—I I—I I ISI I I I I ISI I I—I I—III III—III—III—III—III—III I IIII—III I I—I I II I I—III D MFGR: LEVITON,15 AMP DUPLEX OUTLET-COLOR: WHITE Boston, Massachusetts 02119 o 617.541.4610 —I I I I— I _ III III- I I I I—I I —I I— I I—I I _ I— III—III—I III—III—I I— I I—III— I—III—I I—III_ - AAAaF..•581 I-I-I——II/?I—I __I -I---II-II II--III I /I III�II'II i'II1 t__II.--II•I.-_-II I__'II'I�I�II___, _Ii/--•—I.I .__II _"II'--.�IIIL''_'IIII1`_II•—''IIII---°,_.iIII•'__I`II1I;I—_—:-"III1.'1.�--�III'•.;``�1III",:''--II''__-••II:�;_I'-,_�I•;J�•�.II••_-=--�+;,—III�if�'�1-:-�-_rt•�''•III'''•----__;-E;.W��'-�'•Xh;II:_�'_�—��II;.�__---_:`•',"��:��_.-,�-_II_':",--..II-_-„_-`.•�I-___,--.I__--I.�,�'�•."-__-III�,I.,�"—--,-�II=__-.-.�.�"�",_-_-W--•:II'..�:,�_--_I)I1..'�-`III,1���;�-_�.••IIII-,=1-_,-�I�II..IT.---`-__-_--'=II(I--:=.r=_�-,II',1".—�.-,;__�—I':_�=,_'•."II•1.,�-_--__-_-�'If�I��'__---_-.•III,;•___---'I-,I'�,:••'.:S—.(II�-�•'--�-.,."�II._:__��.��1I,II"'.___..II_I•.I•_--�.-_.��III�:��I�,"—--_-._I�-;_=� •��_�I-__'_'j�:,:I__:-'.•_i•III1_=-.x'T-�yI�II_--.__,I,:_--III,,—--,,III_._I�-�••,.��1II�-_'��,_,_y�II1III•I——=a--—'--=III1I'II1 -•IIIIIIIIIII•-�IIII�IIIIIIII�---_---=----S__IIIIII--�--IIII.IIIIIIIII-,•-IIIIIIIIIII1I—=—S-----_--IIIIIIIIIII_-IIIIIIIIIIIIIIII IIIIIIIII-----=------IIIIII1III1I_--I(I1NIIIII1W--•.��-';,.'�II1II1IIII:__--�=—==---,�IIIIIIIIII1I1II1__=:,II`II.1III1IIII�:;-.,,,II III1II1II--IIII,-----=--_=---:----IIl111II111'_-'�"•IIfI:I1II=-_-t•,'_�II_(IIIIII1III.---=--==_--I.IIII`IIIII11__.II-II'--IIIIIIIIIIIII,:,__.�-IIIIIIII1IIIIIII,.—--._===------=---�II)I-;11III1I_-II1.'•-_•-_:IIIII1I1IIIII-_''IIII III11II1,.---===�----=�-III1I1I1II1I11I1.•--.-IIIIII1IIIII1III,•.'-�-IIIIII1II1III,—---=--=--,—=-----.II)I"11IIII11 I1I-_�-_-_•EIIIIIIII1III1N,.:_X---.:II(II`.IIIIII1I1,:----•_,----===S-__---,•iIII"�1IIIII1I11;:__,•IIII IIII.IIII".;_--_-IIIII•III1I1IIIIII�:-_--_--_--=.=T-----=_--IIII.11IIIII11--,-__':,;J,III 1IIIIII1II'--yy._.:.II.(I'I1IIII1I,III-::_—�---==---=---IIIIIIII1I1I11l-._:•IIII IIII1IIIIIIII.---..�-IIII_III1II1II_III,------=---=--—=—_-IIII•11.1IIIII1I1'--_-•.II(IIIIII1IIIII- -�I(II(IIII1IIII--=�--=IlII1I1II1I1I1I1}—IIIIIII1iIIII--_IIIIII1IIII1I1I1III1I�---------=—�—_—_==—�=----=IIIII:1I1IIIIIIII1IIII1NIIIIII.1_---�IIIII1IIII1II1II1IIIIIIII—----=--==---==_—=--�-II1IIIIIII1II1III111 �IIIIIIIIIIIIIII1III1II.IIIIII1IIIII1I11I1III------==---------==—=---__•II1IIIII11I11IIIII11I��.HIIIIIIIIIIIIIIII1IIIII-IIIIIII11IIIIIIII1I�II------=—=—==—=—=------=�aIIIII1II1III1IIIIIII11 IIIII1IIIIIIIIIIIIIII1II-IIIIII"IIIIIIIIIIII1III------�---------�-_)IIIfII1I1111IIIIIIII1I1---IIIIIIIIIIIIIIIIIII_IIIIIIIIIIIIIIIIIIIIII-��—S--SS�—�IIIIIIIIIIIIII1I1I1 l_��1--III!IIIIIII1IIII -IIIIIIII(1IIII1III.-------------=---_----=-=--I)IIIIIIIIIIIIIIIIIIINII1IIII1IIIIIIIIIIIIIIIII1III1�IIIII1II11I(IIIIIIIIIII1III1-----=---=--=—==--=_---=—IIIIIIIII1III1I1IIII1I1I1 IIIIIIIIIIIIIIIIIIIIII1III IIIIIIII1IIIIIIIII1II----------=--=----------=_---IIIII1I1KIIII1II11III11III1I -�IIIIIIIII11IINIIII1-1IIIIII1I1IIIIIII1---_=---=—=--==--=�=—=IIIIIIIII1III1IIIIIIIIIIII11 IIIIIIIIIIIIIIIIIII IIIIIIIII1IIIIIIIIII1IIIII1I-----------=---=--=-----=---�IIII1II11III1II11IIII11II1-�III1IIII1IIIIIIIIIII1-III1(1I(IIIIII1IIIIIIIIIII11----=--===-=—=—=—=----=—=IIIIIII1III1I1IIIIIIII1I1 IIIIIIII1IIIII1IIII1III1I1IIIIIIIIIIIIII1III11II1II--_--- _— ---- =--- — — — =-- I1I1II1I11II11IIIIII1I I(IIII(IIIIIIII IIIIIIIIIII M DUPLEX HOOUNTELY E TW -ETLILE,M1 /O2 DOEULT:LWE TIFTIO SMSWITCH H ERMOSTAT # RTH958 0 f\S� 617.541.8895 17. 50W 4 -,, 4q�1 .i8?O8 � 9�*5�NEMFGR: LEVITON,15 AMP DUPLEX OUTLET-COLOR WHITE www.NicholsArchitectsL L Cn. c om F EXTERIOR DUPLEX OUTLET-W/WATER PROOF HOUSING CONTINUOUS LED TAPE LIGHT&DRIVER LEDTAPE: MFGR.: KLUS,MODEL: FLEXIBLE LED STRIP,9.6WATT/M DRIVER: MFGR:MAGNITUDE,MODEL: 100 W LED DRIVER#M100L12DC-AR EXHAUST FAN ASSEMBLY N MFGR: PANASONIC,MODEL: WHISPER GREEN SELECT-MULTI SPEED MODEL#FV-20VQ3 P SINGLE POLE SWITCH MFGR: LUTRON,MODEL:DEVA,COLOR: WH �A.9 = o DIMABLE SWITCH Q � MODEL: DEVA 00000 LUTRON,� - NA MFGR: LUTRON,MODEL: DEVA DOUBLE SWITCHSMFGR: LUTRON,MODEL: DEVA 6.1 QUAD SWITCHT MFGR: LUTRON,MODEL:DEVA U TIMER SWITCHGFI x"' MFGR: LUTRON,MODEL:MAESTRO IN-WALL DIGITALTIMER,COLOR: WHITEEX.B THERMOSTATv ECC DEDICATED 240 AMP RANGE OUTLET-HARDWIRE TO CIRCUIT PANELx A303 Electrical Power Legend W Phase II - Permit S e t � April . 15, 2023 No. Description Date W_ I —1 I I C -7-4- 4 EX. I I Uj -1" EX. E Ferry Watch 845 Reservoir Road Fishers Island , NY Level C - Power Plan Level C - New Power Plan Project number 20006. 0 1 3/16" = 1 -0" Date Jan 31, 2023 Drawn by DAN Checked by DAN ra.ryiEPOOO MED RTHVCy CD N O Scale As indicated N I I I I r -)r—,) r4-) rr—i) I -tc), r9 9 9 9 9 9 9 I 1 1 .2I I I I II NICHOLS DESIGN GROUP I N."GARCHITECTURE & INTERIORS I Dry — AACDEF..5A1 303 1 1 III tl I1I�:IIIIiiiIIiII'I;I!i .I--Il11IIIiI'III1i,lIII'II IiIIIII(I' lIl!l1IiIII1III;iIII11 III,lIII1II1IIi1il ,lI1IlIII1fI!IiIIiiII;1IiII1I. .'I� I,1iIIIII�II�IIIIIlIiI�1I;I1!I I l,I!It1�!'IlIII!IIiIII IIIIIII' IiIIii1IIIlII,iiIlIiIi —�'II�i1IIIDIIII�!IIII Ii1I�,iI1'l!!IIII�IIi�1�iii' I�IItil',III .iI;;!II�II',IIii1''lIIjiIIt1i','i '' —iiIII�IIIIIIli1I, 1'II;III�'IIiII�: 'wI1I:'I'IIlII, I I iIIIII1!IiXw, _-III,11IIIIIliI _ —IIIIi1I�iI�it' —IIiI X1ijIiII •. III!II,!I'II�' l1IIl,I111II 1ilII I�IIi�'IIIII1 IIi't'iIIlIIIiIIiIIIIIII IlIIII—!IIlIII1lliI�III,IIII DII XI'I�IiIIti IIIIjitI� 'i -II,ii,IIIi�II!IiIiiIiII 'IIlit ' ll!1lIIi!I1II(I'IIIIiIkI EX,IliIIiI�'IIIIIi'II,III i_lIIIIIi1;I!,IIIIIiII1jII� iI;iIII'1 IiIIiilil'1l' I1!II{IlIli1I,iiI1iII'II I�1!!lII1II1liIiII!I , I'i.Ii�IIIiII1II!!iII,iiIII11III T)j1'IIIIII,iI!I',' ' I1IiIIiiIIli'IlIIiiI;I1I''li1I I _II!I;.i1iiiII �IIIIII'!Ii,i jII I IIi!I Xl,!;IIIII!iiI,IjIIII,I IIlII1II i I,I1I i lIIII — 1 A302 NICHOLS P4 FtDTc�-ES IG� tir CN: y'plSr G -R + OU P 23 Millmont Street Boston, Massachusetts 0211 9 o 617.541.4610 f 617.541.8895 www.NicholsArchitectsLLC.com dN LL REDAR HUR W CO EX.A.8 A263 Op \N1A.9 EEX94 AB.1 D DEX.X. 2 A0 w Permit Sl e tPhase II it ii ,IApril. 15, 2023 EX. EXEX.EX it No. Description Date w EXEX. EX. EX. EX.EX 1,111, ilw w EX. w Xlq? EX. Ferry Watch EX. 845 Reservoir Road I Fishers Island NY if IIMEX. Level B - Power PlanI i it l 1I Project number 20006. 0 1 Date Jan 31, 2023 Drawn by DAN Checked by DAN Cf) 1 A4 E-P001 M N O 1 Level,B- New Power Plan Scale 3/16" = V-0" -) r, -8)r-) r-1) r-.-), r-F); (�-� r-.q) r-A)61-) (I ) ri 9 9 9 9 9 9 9 9 r4 I I I I I I I II NICHOLS DESIGN GROUP ARCHITECTURE & INTERIORS I I I I I II I GIli;�F(�IIIi I IIt!iIIII It �!iI!Ijl 'I III�IIIIll�II'I III !IIlI - y y y y y I —A! 31II!�i�ii 0II!!1 i!j,III!. I!iIiIIIIIlII►!�(li'II!Ii!lI� -tIII Il�lI!,lii iIIIII!jI1i , !iIIII!'I1 l! i! !iII'I Ii I iIIII III — NICHOLS .y DESIGN ESIGNq �GROUP 23 Millmont Street Boston, Massachusetts 0211 9 o 617.541.4610 f 617.541.8895 www.NcholsArchtecttsLLC.com ILI A.8 2630 1111 1 Illillild,fill GFNEA.9 GF1 AA4011 11 IT It 11 IT BA B A66 i A303 1 W � i l A302 Permit S e tPhase 11 1 1 ! 1 1 IApril. 15 2023 No. Description Date I X EX. 111111 111111111 fill Ill I I IIIIII HIlH ]]fill 111111 111111 liffil Hfill 111111 Jillflfl] I 1 11-1111 111111 MIN Ill IIIIII Li 1&�Tll 11 ITII 1111 It 1111 11 Jill 11 1111 1111111111111111111111 1111111 IjjIIIII1II I� IIIIIIIIIII Ill 11 111111 111111 111111 111111 Ull Ill it IIIIII iIIIIII HIM 111111 1 11 IT 11 111111 Jill 11 Jill 11 Ill I If 11 11 It IT 11 it IT 11 1 III fill 11111111 fill IIIIII ifilli 11 Ill it 1111 11 1 it 11 11 11 1 1 1 11 I III I I[I it IT If Ill 111111 111111 111111 111111 FT 111111 Hill IT 11 Ill[ 11 1111 11 1111 11 If 11 if 1111 11 1111 11 11 It H 1111 111 111111 1111 If 11 If If 111111 11]IT 11 Jill If 1111 1111111 fill 11111111 1 1 1 1 I IL 1 1111 if 11 11 11 11 11 Jul Jill 11 11 hV: Ferry Watch '1 11 1 IT If If 1111 11ITT11 If 11 ITT Ill [fill] 11111 11 845 Reservoir Road Fishers Island , NY Level A - New Power Plan Project number 20006.0 1 Date Jan 31, 2023 Drawn by DAN Checked by DAN o M E- P002 M N n Level,A - New Power Plan Scale 3/16" - 1'-0" N GENERAL STRUCTURAL NOTES NNICHOLS DESIGN GROUP ARCHITECTURE & INTERIORS REFERENCE IS MADE TO DRAWINGS AND INFORMATION UPON WHICH GNCB CONSULTING WOOD ENGINEERS,P.C.WORK IS BASED: BUILDING DESIGN LOADS DRAWINGS PREPARED BY: LIVE LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) NICHOLS DESIGN GROUP RESIDENTIAL DWELLING HABITABLE AREAS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT NICHOLS DESIGN GROUP 23 Millmont Street AND AREAS SERVED STRESSES: ARCHITECTURE&INTERIORS Boston, Massachusetts 02119 40 PSF BENDING, REPETITIVE USE Fb = 1,035 psi 23 MILLMONT STREET o 617.541.4610 SNOW LOADS BENDING,SINGLE USE Fb = 900 BOSTON,MA 02119 f 617.541.8895 GROUND SNOW LOAD, Pg=20 PSF TENSION PARALLEL TO GRAIN Ft = 575 www.NicholsArchitectsLLC.com COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1, 350 PROJECT LOCATION: FLAT/SLOPED ROOF SNOW LOAD,Pf/Ps=20 PSF SHEAR PARALLEL TO GRAIN Fv = 180 WIND LOADS COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 FERRY WATCH ' 1358 BOSTON POST ROAD MODULUS OF ELASTICITY E= 1,600,000 845 RESERVOIR ROAD � ! �% POST OFFICE BOX 802 WIND EXPOSURE CATEGORY:D FISHERS ISLAND,NY �! .)1 �� OLS SAYBROOK ULTIMATE WIND SPEED VELOCITY= 130 MPH 2. WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED,FASTENERS SHALL BE CONNECTICUT 06475 PER MANUFACTURER'S RECOMMENDATIONS. PHONE:860 388 1224 RISK CATEGORY II 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE Consulting Engineers, P.C. GNCBENGINEERS.COM GENERAL AT EDGES,4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES RESIDENTIAL CODE PORTION OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND UNLESS OTHERWISE NOTED: IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS PWT TREATED LAMINATED VENEER LUMBER(LVL) AND EXISTING CONDITIONS. MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF BENDING,SINGLE USE Fb = 2,800 ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. 6. BUILT-UP LV12s TO BE CONSTRUCTED PER GNCB MULTIPLE MEMBER CONNECTION 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING TYPICAL DETAIL AND MANUFACTURER'S SPECIFICATIONS. AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE FOR THE BUILDING DURING CONSTRUCTION, INCLUDING,BUT NOT LIMITED TO STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, WIND AND OTHER LATERAL FORCES. OR OTHER FINISH APPROVED BY ENGINEER. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FOUNDATIONS 1. THE WOOD FRAME DECK ADDITIONS ARE TO BE SUPPORTED ON CONCRETE FOOTINGS. 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL NAILING SCHEDULE UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC MATERIALS, OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM CONNECTION NAILINGpF NEW ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. '�' Y 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. JOIST TO SILL OR GIRDER,TOE NAIL 3-8d g CUKI, 9v 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-0"BELOW BRIDGING TO JOIST,TOE NAIL EACH END 2-8d EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d AT 16"oc CONDITIONS ENCOUNTERED. TOP PLATE TO STUD END NAIL 2-16d = / 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. STUD TO SOLE PLATE,TOE NAIL 4-8d ' 6. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. 685 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. DOUBLED STUDS, FACE NAIL 16d AT 24"oc SIONP DOUBLED TOP PLATES, FACE NAIL 16d AT 16""oc � TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d / I REINFORCED CONCRETE CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc ALONG EACH EDGE 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES f SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. CEILING JOISTS TO PLATE,TOE NAIL 3-8d i PERMIT SET 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d I j NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH CEILING JOISTS,LAPS OVER PARTITIONS, FACE NAIL 3-16d AS FOLLOWS: CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 1 �l WALLS AND FOUNDATIONS 3,000 PSI RAFTER TO PLATE,TOE NAIL 3-8d , BUILT-UP CORNER STUDS 16d AT 24"oc ! i' 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP .- \ No. DESCRIPTION DATE GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW AND BOTTOM AND STAGGERED - r PRIOR TO PLACEMENT IN FORM WORK. } 2-20d AT ENDS AND AT t v ;4r1�, EACH SPLICE `�- `''�_ � 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. PLYWOOD: UNLESS OTHERWISE ��' NOTED 5. DETAIL ALL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL. .r �� �•.� ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR PLYWOOD FLOOR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN SHEATHING POSITIONS INDICATED. 3/4"TONGUE AND GROOVE 8d 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: ROOF SHEATHING 5/8" 8d CONCRETE POURED AGAINST EARTH 3" WALL SHEATHING-PER SHEARWALL NOTES ' CONCRETE POURED IN FORMS, BUT NOTES: EXPOSED TO EARTH OR WEATHER: a. BARS#5 AND SMALLER 1-1/2" SCHEDULE BASED UPON COMMON WIRE NAILS. \ l s b. BARS LARGER THAN#5 2" LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. (A) ENGINEER'S REVIEW IN ADVANCE OF SCHEDULED DELIVERY AND PLACEMENT COMMON WIRE NAIL DIAMETERS OF CONCRETE. 6d 0.113" 8d 0.131" 10d 0.148" 12d 0.148" (1� 3�VIEW 16d 0.162" 20d 0.192" MASONRY OPTION TO CONCRETE PIERS 1. ALL MASONRY WORK SHALL CONFORM TO THE MASONRY SOCIETY N 402-2016 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 2. CONCRETE MASONRY UNITS, HOLLOW CORE,CONFORM TO ASTM C90 Ferry Watch WITH SPECIFIED COMPRESSIVE STRENGTH OF 2,000 PSI. 3. ALL MORTAR SHALL BE TYPE S. 4. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT. 1 1/2" CLEAR,TYP. 5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. Fishers Island NY 6. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE TYPICALSQUARE CONCRETE C 18"x18" TYPICAL TYPICAL CONCRETE x12"SQUARE ' - - � E PIER REINF USING LOW LIFT GROUTING TECHNIQUES. CLEAN-OUTS SHALL BE /// N PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING PIER REINF WITH: WITH: 445 VERT AND 145 VERT BAR AT REINFORCING. #3 TIES AT 167oc CENTERLINE OF PIER 7. VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED N b 445 DOWELS TO EMBED STANDARD HOOK OR PLASTIC BAR POSITIONERS. Lf 8. VERTICAL BAR#4 AROUND WALL OPENINGS. FOOTING INTO FOOTING GENERAL NOTES & TYPICAL DETAILS & 9. ALL MASONRY WORK SHALL BE PLACED IN RUNNING BOND. _ SEE SECTIONS FOR SEE.SECTIONS FOR 3D VIEW 10. GROUT PER ASTM C476. CHAMFER ADDITIONAL REINF ADDITIONAL REINF U 11/2" CORNERS INFORMATION INFORMATION l0 z OPTION: OPTION: PROJECT NUMBER: 21092 CONCRETE MASONRY UNITS 12"DIAMETER SONOTUBE FORMED DATE: 04/15/2023 16"x16"SQUARE CONCRETE PIERS IN LIEU OF IN LIEU OF 18"x18"SQUARE 12"x12"SQUARE CONCRETE PIERS DRAWN BY: RLB CONCRETE PIERS CONFIRM WITH ARCHITECT CHECKED BY: CCB/RLB a CONFIRM WITH ARCHITECT o a CONCRETE PIER PLAN VIEWS S00o N U SCALE: As indicated m N C 4 N L N O Q 1 NICHOLS DESIGN GROUP 1 1 .5 2.1 S200 2.8 2.9 N]GARCHITECTURE & INTERIORS 27-4 3/8" { 9'-r 13'-3 718" 4'-5 1/2" NICHOLS DESIGN GROUP 23 Millmont Street 2'-9 3/4" '-11 3/4I' 9'-3 3/8" I 9'-3 3/8" i 2'-0" 2'-0 1/8" Boston, Massachusetts 02119 o 617.541.4610 I f 617.541.8895 CONC PIER ON www.NicholsArchitectsLLC.com - — I CONC FTG i i .•. 2 ROWS FULL LENGTH OF } 12"x12"PIER 112"x12"PIER t 358 BOSTON POST ROAD „ T.O.PIER EL 6'-0 3/4" T.O.PIER EL 6'-6 314" 1z + ••'�%� POST OFFICE BOX 802 112"DIA. BOLTS AT 24"oc BEAM 12 x12 CONC PIERS I i i 11 OLD SAYBROOK TOP OF PIER EL FTG: 2'x2'x1' i FTG: 2'x2'x1' CONNECTICUT 06475 STAGGERED 2 FT SQ;,ONC FTG ' BFE EL[3'-0 1/2"1 BFE EL[3'-0 112'1 EDGE OF LOWER DECK / PHONE: 860 388 1224 A307 BOLTS [BOTT FTG EL] � I I Consulting Engineers. P.C. GNCBENGINEERS.COM +WASHERS,TYP 3-01 12"x12"PIER 12x12PIER NIT.O.PIER EL 6'-6 3/4"I I T.O.PIER EL 6'-6 3/4" A.0 1'-6" FTG: 2'x2'xl' FTG: 2'x2'xl' i BFE EL[2'-5 1/4"] EDGE OF DECK ABOVE BFE EL[2'-5 1/4"1 — - — - — - - — - - -- - - C14 - N - - - - - - - - - - - - - jj 2-LVL 3-LVL 4-LVL i 6" 6" 6" V-0" V-0" END CONDITION 18"x18"CONC PIERS i \18"x18"PIER i FOUNDATION ANCHOR 18"x18"PIER SPACING TOP OF PIER EL T.O.PIER EL V-7-3/4" I 7/8" FJA LVL BEAM TO PIER T.O.PIER EL V-7-3/4" 3 FT SQ CONC FTG FTG: Tx3'x1' TYP FTG: TxTxV <V [BOTT FTG EL] i BFE EL[2'-5 1/4"] 5 SEE SECTION BFE EL[2'-5 1/4"1 LVL MULTI MEMBER CONNECTION EDGE OF I 9'-1 1/8" 9'-4 3/4" 8'-10 1/2" I 18"x18"PIER IRREGULAR SHAPED DECK ABOVE T.O.PIER EL 6'-7-3/4" PIER/FTG DUE TO EXG 12"x12"PIER FTG: 3'x3'xl' CONC WALL A.8 I T.O.PIER EL 6'-6 3/4" BFE EL[2'-51/4'1 V.I.F. FTG: 2'x2'xl' BFE EL[0'-51/4'1 V.I.F. aEW Yoq� - -- - - - - - - - - - - - - I v�11SB/10 CP I _ _ j ° • CV Z CONT PT 18"x18"PIER 9. . M LEDGER T-O.PIER EL 6'-7 314" = JOIST - FTG: 3'x3'xl' VERIFY IN FIELD AT I ' _o8�60gO�P 00 BFE EL[-4'-4-1 ( I EXG 10 SLOPED CONC WALL AREA TO :d I Lc9jis c�6� HANGER TOP RET. WALL DETERMINE IF WALL CAN ED PROS BE USED AS PARTIAL DECK I LEDGERLOK w 0o SUPPORT EXISTING SCREWS 8"oc STAGGERED Q EXISTING 2 ROWS TOP& 3 1/2 x 5 /4 I BOTTOM r'T DECK UP _ PERMIT SET JOIST I 18"X18"PIER .1E SOLID BLOCK BETWEEN T.O.PIER EL T-7" — — — — — JOISTS AT DECK TIE FTG: 3'x3'xl' 1 I LOCATION BFE EL[4'x'1 S201 I SIMPSON DTT1Z MODEL I No. DESCRIPTION DATE 4 MIN. REQUIRED PER CONT RIM BOARD BOTTOM OF FOOTING DECK/PORCH EVENLY 3"MIN. OR WALL STUDS I THREAD 3 FT MIN BELOW DISTRIBUTED ALONG THE I LENGTH OF DECK/PORCH. PENETRATION ADJACENT GRADE TYP 1 TIE WITHIN 2 FEET OF EACH END OF DECK/PORCH. INSTALL PER MANUFACTURER'S REQUIREMENTS LEDGER & DECK TIE DTT 1 Z C - - - - - - - I I - - - - - - - - - �- _ — _ — — — I I I ee II I d'- I SOLID BLOCK AT N PANEL EDGES 3 1/2"SQ PSL POST UP z I I I Ferry Watch N I w LAP PLYWOOD I I I Fishers Island, NY PANEL 120"MIN CONT RIM ABOVE&BELOW BOARD I I V.I.F. EXISTING m FLOOR I I FRAMING CONDITIONS N I - N O _z ll PARTIAL FRAMING PLAN LEVEL C SOLID BLOCK I — L AT PANEL EDGES I 3 1/2"SQ PSL POST UP I ,- r I I PROJECT NUMBER: 21092 N I L — _ DATE: 04/15/2023 L — _ DRAWN BY: RLB/JJS WALL SHEATHING LAP a I I CHECKED BY: CCBIRLB a z U N O a n LOWER LEVEL PARTIAL PLAN LEVEL C S100 SCALE: As indicated N d Z Gl G N O d _ 1 1 1 .5 2.1 S200 2 8 2 9 N � NICHOLS DESIGN GROUP 27-4 318" ARCHITECTURE & INTERIORS I I 1 9'-7" 1 13'-3 7/8" 4'-5 112" S200 1 , ' LOWER DECK AT GRADE GRIDS 1, 1.5,2.1,2.3,2.6,2.8 AND 2.9 PWT LVL NICHOLS DESIGN GROUP I 2-1 3/4"x11 1/4"PWT LVL STAIR TREAD 3-1 3/4"x 117/8"PWT LVL CONT,TYP INDICATES PWT TREATED LVL� I ���, LAMINATED VENEER LUMBER 23 Millmont Street =4= - - T -r - - - - - - - fig 1 MANUFACTURER-TREATED LVL Boston, Massachusetts 02119 _j _J 71-- 1 .5 2.1 2.3 2.6 2,8 2,9 PROPRIETARY TREATMENT SYSTEM o 617.541.4610 II II II II III II II Il II II II II II II II 11` A AND PROCESS 2-1 3/4"x 11 114" I o �� TREATMENT FULLY PENETRATES f 617.541.8895 _ i _ i � i 27-4 3/8" www.NicholsArchitectsLLC.comPWT LVL I II III II II II III II II II II it II II II II III III ' I ENVELOPE TREATMENT I I II III II II II II9'-7" 13'-3 7/8"LOWER DECK AT GRADE t 358 BOSTON POST ROAD Cm zt12"x12"CONC PERS BELOW TOP OF PIER EL 6'-6 3/4" 1 •�%� POST OFFICE BOX 802 I I II III II II II II a II II II II II II II II II III II �I 1 EQ 4'-53/4" EQ 4'-51/2" J" + .� OLD 5AYBROOK I( II 11' Il II II II Il 11 II II II I TA4R TREAD II Ill II gl I EDGE OF DECKING CONNECTICUT 06475 S �,� I EQ EQ i I I PHONE:860 388 1224 - i ll rNn GRID A-1 ( ( I I COns0ing Engineers, P.C. GNCBENGINEERS.COM 5 1/4"x5 1/4"PSL 5 1/4 x5 1/4"PS 3-1 3/4"x11 7/8" 5 1/4"x5 1/4"PS 5 1/4 x5 1/4 PSL -- - - - _ - - -- - -- - - (4x)5 1/4"x5 I PWT LVL CONT i POSTS BELOW AT GRID A-1 -� 1/4"PSL POSTS {A-1 I1'-M6II " IIIIII IIIIII IIIIII II IIIIII IIIIII IIIII -IIIIIII - II II II 3-113/4"II II 11 1II�. - I I GRID A-1: SIMPSON HANGERS HU61 2 IIT- Ij 11 IIII II II II II II - GRIDA-1CONCEALED_ P LVL I 18"x18"SQ 1"x2" I ATEND POST CONDITION II IICARRYING BEAM (LOW) 11 II 11 11 11 II 11 PERGOLACONC PIERS BELOW ztCONTINUOUS TOP OF PIER EL 6-7 3/4" SHADE LATH C3 , i I i IIII i 2-1 3/4"x9 1/2' GRID A-5: 2-1 3/4"x 9 1/2" III II II II III II II 1111 11 11 11 11 11 11 11 11 11 11 11 11 NII - PWT LVL PWT LVL+SIMPSON HANGER N I 1 �I II II II III II II I I II II II II II II II II II II II II II N I I CA — I I I I U410 AT 2 PWT TO 3 PWT TYP N (I I II II II I IV I1 N II NII II II II II II II 11 I1 I I 11 II I I a I I ��� I I ' 1_11 �I II II II II II II II a II II II II II II II II II II II II II I I 18"x18"CONC PIER 00 - ---- ----- -- a I II II II II e- =--1Il1 11 12"#1t 2rL"-� =--1C1=_ONT_INUL_OUS-IIWII11 -TOP-OF PIE-R—EL 6--7—3/4" 1/4"x5 1/4PSL TOP OF PIER CARRYING BEAM (LOW) POST - (A-9 EL 6'-7 3/4" 11 11 113-1 T4"x111/4"I1111 11111111 2- 13/4"x91/2" II - - - --- - -I - GRID A-9: 3- 13/4"x 9�--1/2-"(A.8 n n � 112 12„ � I - xPWT LVL, UNO PWT LVL - -- II1 I (I III III 1III1III IIIIII 1III1I rr4II1II —IIIIII— —1II1II —IIIII Z� I I I I II PWT LVL 1 11- r � lTOP OF PIER- 1"x2„ EL6-73/4PERGOLA 1I III � I 2x6 WOOD STUD WALL I �5 i NEW I _ _ II18"x18� I - ECOtimo'1 � LL EEL" J SHADE LATH k cRl XG LOW WALL+DECK RAILHAND RAIL CONC PIER BELOW 11 V.I.F. 11 11 11 11 11 11 11 11 IfI 2- 1 3/4"x9 1/2" 2 / "x9 2" 2-1 /4"x 1/2" 2- 3/4” 9 1/ 1 3/ x9 1 2" - 1 4"x 1/2" PER ARCHITECT C TOP OF PIER PWTLVLIPN LP L WT VL P LV L EL 6-7 3/4" 04 2x8 1� 1- - c DECK Ia III III REFER TO'DECKTIEII *GLASS 16o +JOIST HANGERS Ir F I I I11 II II II II II II II III III AND R DETAILII II II II II II II II I— — — — I PWTL+ x FESS� 1 11 II III 111 11 11 11 II 11 I1 11 I 11 I1 Ill 1— - - _ i I PSL POST UP PSL POST UP FRAME OS UP I SL OS UP REFER TO EXISTING I 11 11 II 11 II PT 2x12 LEDGER - - - - I 1 2 x 1/ 3 1 x 3 1 >t 2 3 1 I 1/2 3 1 GLASS PANEL —u — I— Jl u— U— Jl —u— LL _a —u— u VolPT 2x1' -u- - - ( MANUFACTURER'S - - - - - - - - - - - - _ +- - -- SPECIFICATIONS 18"x18" - - - - - - - - PWT LVL I t 311/2�C 3 1/2- - & 13 1/8"x10 112"S'!1 E,.1 -& -- -&� CONIC PIER ON 3 112 x 5 114 I 3 1/2 x 3 1/2 INDICATES PWT TREATED LVL 5 1/4"x5 1/4"PSL PSL POST BLW BLW V.I.F. BLW BLW__ _ i FTG BELOW I 1 I - - - - - - PSL POST UP_ a - - 4 - - - _ LAMINATED VENEER LUMBER REFER TO DECK TI I 1 I �r ( SEE SECTION FOR ADDITIONAL PERMIT SET 4x LOCATION MANUFACTURER-TREATED LVL TOP OF PIER S201 1 1 11 TYP DETAIL I S201 I 2'-8 3/8" 6'-4 118" 3'-3 1/2" 4'-81/8" INFORMATION EL T-7" - - - - - - - - - - - - � - - - - - PROPRIETARY TREATMENT SYSTEM ��- � l n T-1 5/8" _ _ - - _ - AND PROCESS - 75 - - - - -- -: . 1 — I 3 16 x10 1/2" EM _ - DO NOT SUPPORT PWT LVL BEAMS I - - - - - - - TREATMENT FULLY PENETRATES I n I I EACH VENEER LAYER+ADDITIONAL I -;%� ON LEDGER - - - - - - - - - - - - - - - - - - - ENVELOPE TREATMENT I 9 �1 EX �TIn G FLOOf w -- _ FR,AI! 1G o --� -" No. DESCRIPTION DATE I' II s X POST I N p EX1-� RAFTERS Q ' t X � .� t 1 U) I �, I I Ext 2x4 VL'OOD,; BM STI JD WALL SET BACK FRI,,"Jl EXG WALL BELOW I � I OPEN TO -- - --- - ----------_ - BELOW I I I EXIST I III II I I ----- --------------_------------- ----- IEXISTNG FLOO -FLOO:�- I - - - - - - - - r1IrG - _ _ _ - - - I FRAMING 1 —4—C — — — — — — — — — — — — — — — —— — — — — — V t I I i 1 I - - - - - - - - �- - - - - - - - - - PSL POST I I ( 1 -UP AND BELOW- - — — — — — — — — — — — — — — — — 3 1/2"SQ PSL POST 1I _ _ — — — — — — — — — — — — — — — — I BELOW 1, - - — — — — - - - - - - - - - - I I' Ferry Watch SOLID BLOCK UNDER I I N I POSTS AT FLOOR LEVEL I POST C CAP > FE-I -FRAMING = = = = = = = = = — — - — — — — — — — — --' POST/LVL BEAM EXISTING 1 Fishers Island, NY V.1.F. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = rn x EXISTING U I I _FRAMING - - EXISTING `111 BLOCK SOLID UNDER POSTS AT FLOOR LEVEL 4 1 1 1 1 PARTIAL FLOOR FRAMING PLANS LEVELS o - -3 1/2"SQ - - - - - - - - - - - - - - - - - - 3 1/2"SID j 1' A 8c B -PSL POST- - - - - - - - - - - - - - - - - - - - PSL POST UP AND BELOW - - - - - - - - - I ( BELOW U li L - - - - I / I PROJECT NUMBER: 21092 DATE: 04/15/2023 ------ -- - -- /r DRAWN BY: JJS/RLB I I- - - - 41 - - - -I I- - - - - - - - - CHECKED BY: CCB/RLB II II � -4J - - - -hl- -U- - - - - - - - - MAIN FLOOR PARTIAL FRAMING PLAN UPPER LEVEL PARTIAL FLOOR S101 CD LEVEL B n FRAMING PLAN LEVEL A N 1 1/4" -0" SCALE: 1/4"= 1'-0" = 1' o a N m N L a G n 1 S201 NNICHOLS]GARCHITECTURE DESIGN GROUP & INTERIORS NICHOLS DESIGN GROUP 5 23 Millmont Street Boston, Massachusetts 02119 C3 o 617.541.4610 f 617.541.8895 www.NicholsArchitectsLLC.com 1358 BOSTON POST ROAD {"�.- , ' + • � POST OFFICE BOX 802 Li (DI-0 SAYBROOK CONNECTICUT 06475 PHONE: 860 388 1224 Consulting Engineers, P.C. GNCBENGINEERS.COM 2- 1 3/4"x9 1/4"LVL SUPPORTED ON 3 1/2"PSL POSTS HH HEADER HANGERS REFER TO GLASS FLOOR MANUFACTURER EXG WOOD STUD WALL REQUIREMENTS. MANUFACTURER'S FRAME INCLUDED WITH GLASS FLOOR PANEL SILICONE STRIPS REFER TO ARCHT DRAWINGS SEE TYPICAL DETAIL (A-1 FOR SLEEPERS/MEMBRANE WALL SHEATHING LAP 2x6 WOOD STUD WALL DRAINAGE DETAILS 1/2"PLYWOOD Y HAND RAIUGUARD RAIL 3/4"T&G PLYWOOD FLOOR STEP DOWN pF USW i PER ARCHITECT (MAY BE DIFFICULT SHEATHING PER ARCHT �' O TO ACHIEVE CONNECTION) GLASS FLOOR PANEL SOLID BLOCK V.I.F. LEVEL � - - - - - - - - — - - - - - - - - — - - - - - - - - - - 18'-5 1/8" 836$5 EXG i .I.F.FLOOR FRAMING �S IPE SHADE LATH VF�PROFES`'�p�P 0 0 0 Cm rm 0 0 3 1/3"x 10 1/2"GLULAM 3-1 3/4"x11 7/8" 3-1 3/4"x11 7/8" 2x8 PT JOIST PWT LVL CONT PWT LVL CONT 0-TTF0 "%"' 3 1/2 x 3 1/2 SIMPSON HU612 \_2-1 3/4"x9 1/2" 3-1314"x9 1/2" 2-1 3/4"x9 1/2" PSL POST 5 1/4"x5 1/4"PSL i FACE HANGER PWT LVL PWT LVL PWT LVL 2-2x12 EXG 2x WOOD STUD WALL PERMIT SET + + + + V.I.F. . i SIMPSON U410 SIMPSON HU610 SIMPSON U410 SIMPSON HUC412 1 3/4"x11 7/8" LEDGER SUPPORTS FACE HANGER FACE HANGER FACE HANGER FACE HANGER PWT LVL DECK JOISTS ONLY REFER TO MULTIPLE MEMBER SEE TYPICAL LEDGER NOT BEAMS LVL CONNECTION DETAIL LEDGER TYPICAL DETAIL TO WALL i FRAMING No. DESCRIPTION DATE DO NOT SUPPORT LVL BEAMS DIRECTLY i ONTO LEDGER,TYP i 1/2"PLYWOOD WALL SHEATHING FASTENED TO FRAMING TWIST STRAP LAP JOISTS AT BEAM TWIST STRAP SEE TYPICAL DETAIL WALL JOIST TO BEAM OR 2 SPAN CONTINUOUS JOIST TO BEAM LAP SHEATHING SU`;FLOOr - - - - - - - - - - - - - - - - - - - - -, - - - - - - - - - - - - - - - - - - - - - - 'r LEVELB - EXG PT 2-2x12 / 8'-11 1/4" CONFIRM WITH ARCHT o i 2x12 @16"oc 0 0 / 2x12 @16"oc 2-1 3/4"x11 1/4"PWT LVL KING 6"oc +JOIST HANGERS i 3-1 3/4"x11 1/4" 3-1 3/4"x11 1/4" ° 2x12 PT '� EXG FLOOR FRAMING TO FLUSH FRAME PWT LVL PWT LVL :° CONT LEDGER+DECK TIES V.I.F. o WITH BEAMS PER TYP DETAILS FOUNDATION ° FJA ANCHOR FJA ° LEDGER TO SUPPORT IF=JA - LVL BEAM TO CONC _ - PIER DECK JOISTS ONLY GRADE VARIES DO NOT SUPPORT LVL BEAMS " V.I.F. APPROXIMATE b ONTO LEDGER CONC PIER CONCRETE PIER ON ci #5 BAR VERT+STD HOOK -• -- - - EXG CONCRETE EMBEDDED INTO FOOTING WALLS FOOTING,TYP BAR AT CENTERLINE OF ° CONC PIER,TYP 9" • d . T-0 1/2" o 9 N 6" 1'-0" 6" REINF FOOTINGS WITH - ih e #5 BARS EACH WAY 2'-51/4" MAY REQUIRE IRREGULAR SHAPED CONFIRM LOCATION&HEIGHT OF a Ferry Watch 2'-0" BOTTOM 9" 1'-6" 9" FOOTING DUE TO EXISTING WALL IN FIELD TO DETERMINE _ T3YPLEAR COVER CONCRETE WALL �° ° IF IT MAY BE USED AS BOTTOM OF FOOTING 3'-0" V.I.F. i Z_ PARTIAL DECK SUPPORT Fishers Island, NY 3 FT MIN BELOW 5 1/4" LEVEL C - EXG ADJACENT GRADE, i _° o - - - - - - - - - - - - - - --n,P - - - - - -, - - - - - - - - - - -SOTT0111tiOFFOOTt{�G °- `°6 - - - — - - — - - — - a, ,4 a a- - O, i 3 FT MIN BELOW : - ADJACENT GRADE TYP ° ° SECTION AT NORTH END DECKS & PERGOLA z PROJECT NUMBER: 21092 LL DATE: 04/15/2023 N O DRAWN BY: RLB SECTION THROUGH NORTH END DECKS ° CHECKED BY: CCB/RLB z 1 & PERGOLA 1/211 = 1'-0" a S200 M CD N SCALE: 1/2"= 1'-0" N N Z N U Q a 1 ' S200 NICHOLS DESIGN GROUP N]GARCHITECTURE & INTERIORS I I NICHOLS DESIGN GROUP ' ( I 23 Millmont Street CIAk Boston, Massachusetts 02119 I o 617.541.4610 f 617.541.8895 www.NicholsArchitectsLLC.com 1358 BOSTON POST ROAD POST OFFICE BOX 802 {}l ••••� OLEO SAY13ROOK I CONNECTICUT 06475 1 2-1 314"x9 114"LVL SIMPSON PHONE: 860 388 1224 EPCZ4 POST CAP COfISUIfiI1q Engineer$. P.C. GNCBENGINEERS.COM � PWT LVL EPCZ4 PCZ4 PCZ4 U_j INDICATES PWT TREATED LVL LAMINATED VENEER LUMBER MANUFACTURER-TREATED LVL PROPRIETARY TREATMENT SYSTEM AND PROCESS TREATMENT FULLY PENETRATES EACH VENEER LAYER+ADDITIONAL ENVELOPE TREATMENT NOTE: CONNECTION MAYBE 3 1/2 x 3 1/2 3 1/2 x 3 1/2 3 1/2 x 3 1/2 3 1/2 x 3 1/2 DIFFICULT TO ACHIEVE PSL POST PSL POST PSL POST PSL POST HAND RAIUGUARD RAIL PER ARCHITECT i LOW STUD WALL +GUARD RAIL PER ARCHITECT l - - - - - - - - - - - - - - — - - - �� - - - - - - - - - - - - - - - - IPE PERGOLA LATH - LEVELA`EXG OF NEW _ _. .�� y f - i- — ---- -------- 18'-5 1/8.. �.�ScuRris I , v 3 118"x 10 1/2" EM EXG 3-1 3/4"x11 7/8" M-1 ITT Ll3-1 3/4"x11 7/8"LVL PWT LVL CONT I f l08 SEE MULTIPLE MEMBER I �SIMPSON OFESSION��� CONNECTION I HUC612 HANGER 3 1/2 x 5 1/4 TYPICAL DETAIL I +POST CAP PSL POST r3l/2 x 3 1/2 �'--3 1/2 x 3 1/2 3 1/2 x 3 1/2 3 1/2 x 3 1/2 DO NOT SUPPORT (I PSL POST PSL POST PSL POST PSL POST LVL BEAMS ON LEDGER,TYP ' LEDGER TO SUPPORT j PERMIT SET DECK JOISTS ONLY � TYP. 51/4"x51(4"PSL POST No. DESCRIPTION DATE I I I IPEDECKING Y=p – LEVEL B=EXG 2x12 PT DECK JOISTS @ 16"oc EXG PT 2-2x12 �, I — — - ----- -- — — ---- —---- P S66SIMPS0HDG _ PT 2-2x12LU21D JOIST HANGERS Ll POST BASE i FLUSH FRAME FOUNDATION ( ANCHOR FJA 3 1/2 x 5 1/4 PSL POST 18"x18"SQUARE CONCRETE _ PIER REINFORCED WITH: 445 BARS VERTICAL+ -• .I- .- I #5 BAR DOWELS TO MATCH WITH STD HOOK EMBEDDED INTO FOOTING,TYP. SEE CONCRETE PIER _ PLAN VIEW " Ferry Watch N O t0 - 11_ LEVEL C - EXG gr 0„ Fishers Island, NY LL CONCRETE FOOTING REINFORCED WITH _� 3-#5 BARS EACH WAY _ a BOTTOM g 3"CLEAR COVER N Z_ BOTTOM OF FOOTING is 3 FT MIN BELOW SECTION LOOKING NORTH ADJACENT GRADE U- VERIFY GRADE IN FIELD I i TYP T -' --- --- -- -- — -- —' PROJECT NUMBER: 21092 z — Q2h ' DATE: 04/15/2023 9. I m DRAWN BY: RLB U N 0. T-0" CHECKED BY: CCB/RLB f o d t co ,u S2 0 1 U 1 SECTION LOOKING NORTH N SCALE: 1/2"= 1'-0" N 2 N N O Q