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Home My WebLink About42524-Z Town of Southold 7/18/2020 3 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41271 Date: 7/18/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: The Gloaming,Fishers Island SCTM#: 473889 Sec/Block/Lot: 10.-10-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2017 pursuant to which Building Permit No. 42524 dated 4/4/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including elevator with trellis, to an existing one family dwelling as applied for. The certificate is issued to Parsons,Marjorie of the aforesaid building. i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAE.CERTIFICATE NO. 42524 8/7/2019 PLUMBERS CERTIFICATION DATED Auth ed Sign ure SUF�nc�. 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#: 42524 Date: 4/4/2018 Permission is hereby granted to: Parsons, Marjorie Norland Rd London, W114QN To: construct additions and alterations to an existing dwelling (elevator and bulkhead enclosure) as applied for. At premises located at: The Gloaming, Fishers Island SCTM # 473889 Sec/Block/Lot# 10.-10-4 Pursuant to application dated 8/31/2017 and approved by the Building Inspector. To expire on 10/4/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $416.00 CO -ADDITION TO DWELLING $50.00 Total: $466.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. (R)41-7 New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block to Lot Subdivision Filed Map. Lot: Permit No. 5� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: heck one) Fee Submitted: $ o en plicant Signature *pF SO!/��®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 G roger.riche rta-town.southoId.n Southold,NY 119711-0959 � � �� y'us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Parsons Address: The Gloaming (2488 Montauk Ave) City: Fishers Island St. New York Zip: 6390 Budding Permit#: 42524 Section: 10 Block. 10 Lot. 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No: 35821-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic 3 rd Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: Addition, to include elevator, supply power to elevator equipment, 30a disconnect for elevator pump Notes. Inspector Signature: Wate: August 7 2019 81-Cert Electrical Compliance Form As OF SOUTyO� "l # TOWN OF SOUTHOLD BUILDING DEPT. °yoourm N�' 765-1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ `�. DATED o INSPECTOR 69-4 q SOUI,yo� �7' # TOWN OF SOUTHOLD BUILDING DEPT. courm,��`' 765-1602 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ®� DATE iP 30 Ae4 INSPECTOR ' pF SOUIyo� * TOWN OF SOUTHOLD BUILDING DEPT. • courm, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ,G© OF SOUIh°! ,F } y , TOWN - OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING' _ [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A C� d DATE d� �'� INSPECTOR • RESOLUTION: 4 ARCHITECTURE SEP - 9 2019 "-I-, -'- , 7 1l 9/9/19 Michael Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Construction Certification Letter for the Elevator Addition at 2488 Montauk Avenue, Fishers Island, NY 06390-Permit Number 42524 Dear Mr.Verity, This letter is to certify the construction at the above referenced project with regard to the elevator addition. The following items listed on your inspection report dated 8/7/19, including the foundation, framing, strapping and hold downs, fire caulking, insulation and elevator, to the best of my knowledge and belief, were installed in accordance with the approved plans and as per the New York State Building Code. The finished basement area in the main house was shown on the previously submitted plans for the original construction. Respectfully Submitted, Robert Luntz,AIA A% LZ t., \(P ¢� 02050 �o 150 WEST 28TH STREET SUITE 1902 NEW YORK NEW YORK 10001 T. 212 675 9266 1 i • • • 409 013 0 Zoe# FOUNDATION (IST) s - 'FOUNDATION 1 J ROUGH FRAMING& • ENERGYLUMBING INSULATION PER N.Y-. • 1 lllllilljjjjjjl ��i!►r - = .,.�.� - - -- - ter- �- - 11 • COMMENTS on F TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502q2– Survey SoutholdTown.NorthFork.net PERMIT NO. ��Z Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form /0 Contact: Approved ,20 ( Mail to: Disapproved c Phone: Expiration 920 15��D D Buildin Spector APPLICATION R UILDIN - QUG 31 2017 Date Z. , 20t? � ,DG Dom• INSTRUCTIONS Q11 SOmff®1.D a. V" kation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within.18 months from such date.'If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and of er applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,hous' c e,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (91gnature of applicant or name,if a corporation) 0 4 4( ria�c (Mailing address of ap licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder (f2�emi—'j— .A �r�G� � e Name of owner of premises (A(on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: .� _ � f0 N . House Number kreel Hamlet ,a County Tax Map No. 1000 Section Block CU Lot Ll Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre sand intended use and occupancy of proposed construction: a. Existing use and occupancy ��Sc cy -i �fVL� b. Intended use and occupancPip'-'F A 1'46- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal` Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage,'number of cars �{, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front 77 i Rear 777 Depth Height ez_ Number of Stories Dimensions of same structure with alterationsoradditions: Front `�'a Rear Depth Height �3 3 Number of Stories Z 8. Dimensions of entire new construction: Front `7"7 t Rear—""?7 � Depth L12- 1 Height ��°�, Number of Stories 2- 9. Size of lot: Front �'�' Rear 3 Z-f2.% Depth e3l�;,5 i 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated_ ��L10 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises S tit Address tin�� Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this properly within 100 feet of a tidal wetland or a freshwater wetland? *YES NO- sem * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_X_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,SS o being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, a (S)He is the cz 71 4eo L o/- (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to b fore me this day of lit J`e 20 /-2LW < ►a • ......��/1� Edi Notary Public ��,' o`A Ry Signature of Applicant JASON W.DRENA k •� Notary Public-State of New York a uA4�G No.01DR6350454 Qualified in Suffolk County My Commission Expires November 7,202 '`.,'c/r�•'••••" ,,``� ,•e Q �i••0<K COv,�� Scott A. Russell ,��°s" '� ST01Eb.MWA\T EIK SUPERVISOR ' MANAGEMENT SOUTHOLDTOWN HALL-P.O.Box 1179 O � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 01 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes No j ❑( A. Clearing, grubbing, grading or stripping of land which affects more 11 i than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑aD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Ma f Map oany watercourse. , ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT* (Property Owner,Design Profession Agent,Contra1 1 kn�'r'o her). S.C.T.M. #: 1000 Date District �� fNAME �� ( n SI wt Section Block Lot i FOR BUILDING DEPARTMENT USE ONLY**** Contact Informanos — — — — Reviewed By: — — — — — — — — — — — — — T Dater I Property Address/Location of Construction Work: - — — — — — — — — — — — — — �G�� e� IV I Approved for proo e Building Permit. q nht�t� E �:i Stormwater Management Control Plan Not Required. ' Stormwater Management Control Plan is Required. .'� (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 �- _ WV4 rixm BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road PO Box 1179 Southold, New York 11979-0959 Telephone (531) 765-1802 - FAX (631) 765-9502 roger,richert gtown.southold.ny-.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: C�/,✓'j J�� Date: Company Name: 233— ��.��„�_� Name: License No.: ! email:_ ,,< r i6 rz, 6 d Address: , tyc/ i 0V Phone Phone No.: ew,32C — 0 o :7326 : 6-! JOB SITE INFORMATION: (All Information Required Name: Address: 0 Cross Street: M. o Phone No.: -- — 7 - Bldg.Permit#: email: _- Tax Map.District: 1000 Section: 0/(s Block: zo Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 'aet!� W�r-me -(Zr CJAs--61 c�1 �(�-I�,.� Circle All That Apply: Is job ready for inspection?: YES NO Rough in Final Do you need a Temp Certificate?: YES issued On Temp Information: (Ali information required) Service Size 1 Ph 3 Ph . 'Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect -Service Reconnected - Underground - Overhead 1# Underground Laterals 1 - 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT'C7UE WITH APPLICATION Gh �o �dv �� 82-Request for Inspection Form,xis /61-6 ( C?� ® D REMODELING & RESTORATION RDD JAN 2 3 2010 January 15, 2018 Town of Southold Building Department TOW's 07 SO OLD Town Annex Building Attn: Damon Rallis 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Dear Mr. Rallis, Please find enclosed three copies of a revised draNying of the permit application for Tom Siebens &Mimi Parsons at 2488 Montauk Avenue Fishers.Island,NY-06390. The drawings enclosed are from Resolution 4 Architecture. Please let me kndw if there is anything else you may need. Sincerely f Shawn Pierce Project Manager THE GLOAMING, BOX 447, FISHERS ISLAND,NY 06390 TEL (631)788-7919 FAX (631)788-7192 RESOLUTION: 4 ARCHITECTURE 4/4/18 Michael Verity Chief Building Inspector Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Elevator Addition at the Gloaming on Fishers Island Michael, As discussed, this letter is to clarify a couple of issues regarding the plans submitted for the above referenced project. 1.The enclosure at the elevator at the roof is non-habitable space. 2. The trellis area outside of the elevator will remain unenclosed and open to the sky as per the plans submitted. Thank you. Sincerely, D ARS �5 ERT E *.. (P 9T 02050 01 F®F N�� Robert Luntz Partner 150 WEST 28TH STREET SUITE 1902 NEW YORK NEW YORK 10001 T. 212 675 9266 F. 212.206.0944 - _ - rs- ..1 I / r f , � V - { r a 00 ' t voli- 4k J :Vv, ' f 1 � 'kms +w.,. �:� `�•.,,r ,� _ r.r ',i, i �4 70 9' tIV 71:11 107 I'll 4 IL 1.0 014 a "tea._ _..w�•�- �� "�.':' �•- - r � - r e +' � �-__ - t r -`�x -�.«:: �. t " � E _ . ,""',- t r a�r`'V:w� f• ��• ��y �;' a� r �_. ,s. � r �;`_ '^-�+.` t '��, �� ' r�• � /� �� 1' �� F. �� , � , r ��, '` .. � �� s ;:. .-. :�7 ` ��. ♦�_ r '�^. is -/ �.+ � r i ,�F"'r N'� �`` X �_ 1 a. I 1 • r t '~ F m , l t* •tea � �, �r► _ r i i It I t t, A K 1 i r. Fid J 1 Y v M 4 N f i r • 1 r } J fy .' `F t:. IF L` a`. 4 yy rp - i wl, f i, i i • ';�.. �E"�r. ;: �.. 4� .. �'. �i,} � � c,'ji,�y,., '! SM 4°''�, r �y �.� 1 h �M1. �� , . ��- , .. , . � � :k i + _ �� M m.. r YJR e .. s �'� J � __ � # 4 ie '� {{ f � � � ��' } � . .,` ,.�, � �,• •4 4�'� {�,1rr �►� , i a~ s . �•' r 1 A� _ � '/ i M * �_ � •�. � ;.� .� '' '�ir .��.. ,� � �- "� . � ��, `�. ' .... � _ - , �. _ ��, ,'�.,� = . .� .� ., .� ;w � �' .y , , ES evator Sem'ce C D M P A 11, 119. Mailing Address Elevator Service Co.,Inc. 47 Water Street *Connecticut-Torrington—Waterbury—Bridgeport Torrington,CT 06790-5319 •New York •Rhode Island (0)203-757-5000(F)203-757-1945 • Massachusetts Website www.ElevatorServiceCo.com August 2,2019 Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Project: 2488 Montauk Ave Fishers Island NY,06390-8034 Subject: 3-stop Residential Symmetry EIevator Manufacturer: Bella Elevator,LLC 10000 N.Galena Road Peoria IL 61615 Dear Inspector Verity, This letter confirms that the 3-stop Residential Symmetry Elevator installed at the above address,was furnished, installed and tested according to applicable codes and standards and has been turned-over to the owners for their beneficial use. Please let me know if you have any questions. Thank you for your consideration. Sincerely, Paul B.Farnsworth Vice President Elevator Service Company,Inc. Cell Phone:203-725-1982 Elevator Installers&Repairers Connecticut License No.ELV.400105 RI Rhode Island License No.21 Massachusetts License No.EC-000093 ASME/QEI Certified Elevator Inspectors Mechanics-NEIEP Trained -OSHA Certified ES evatorServiceG , Mailine Address Elevator Service Co.,Inc. 47 Water Street 'Connecticut-Torrington—Waterbury—Bridgeport Torrington,CT 06790-5319 •New York •Rhode Island (0)203-757-5000(F)203-757-1945 •Massachusetts Website www.ElevatorServiceCo.com August 2,2019 Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Project 2488 Montauk Ave Fishers Island NY,06390-8034 Subject: 3-stop Residential Symmetry Elevator Manufacturer: Bella Elevator,LLC 10000 N.Galena Road Peoria EL 61615 Dear Inspector Verity, This letter confirms that the 3-stop Residential Symmetry Elevator installed at the above address,was furnished, installed and tested according to applicable codes and standards and has been turned-over to the owners for their beneficial use. Please let me know if you have any questions. Thank you for your consideration. Sincerely, Paul B.Farnsworth Vice President Elevator Service Company,Inc. Cell Phone:203-725-1982 Elevator Installers&Repairers Connecticut License No.ELV.400105 RI Rhode Island License No.21 Massachusetts License No.EC-000093 ASME/QEI Certified Elevator Inspectors Mechanics-NEIEP Trained•OSHA Certified t �SElevator Semee C Q I( P A N C, I I C. Mailing Address Elevator Service Co.,Inc. 47 Water Street *Connecticut-Torrington—Waterbury Bridgeport Torrington,CT 06790-5319 •New York •Rhode Island (0)203-757-5000(F)203-757-1945 • Massachusetts Website www.ElcvatorServiceCo.com August 2,2019 Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O.Box 1174 � Southold,NY 11971 AUG — 6 2019 Project: 2488 Montauk Ave Fishers Island NY,06390-8034 711.U" T) (3 DEW, TOWN f)r, Subject: 3-stop Residential Symmetry Elevator Manufacturer: Bella Elevator,LLC 10000 N.Galena Road Peoria IL 61615 Dear Inspector Verity, This letter confirms that the 3-stop Residential Symmetry Elevator installed at the above address,was furnished, installed and tested according to applicable codes and standards and has been turned-over to the owners for their beneficial use. Please let me know if you have any questions. Thank you for your consideration. Sincerely, N��Q 5 7'--' Paul B.Farnsworth Vice President Elevator Service Company,Inc. Cell Phone:203-725-1982 Elevator Installers&Repairers Connecticut License No.ELV.400105 RI Rhode Island License No.21 Massachusetts License No.EC-000093 ASME/QEI Certified Elevator Inspectors Mechanics-NEIEP Trained•OSHA Certified a >i t h " 1-: j+ r �, " ��• �_� -- -- -fit . N lox J y _ I r� I I .,l d _ v r M j 5 h ��' � Warr. �_.... �r�/.' '�*'•�'- .� � ,',�j~� .• :. �'a r. �b .. 'w,�� _ �. b � r vl— Ir u" a 1 Tn r J Waal a _ ti f.f y _ y� f .fir �r 4y ` a, Jw_ rte,„rt�ft�.♦♦ rt-'` 74 TA .t '7 ti , L 7 I _ e y �,. ,. ± �.a�s. ,• " - .ti ��f..s' Rte _ `�.1 � �.l'� r-,wr kn._�. r - 1 � Z�, •''`i i �L, t{`i[ �'s�{j`�! l .•vim�� _,a ,� _ _ r � � f � �a• _ • W .-L x I ~ '�-•ay`� '.r-.i r �,,� _ - _,.yap-- ,,� �� - .�. _ e _ _ t r . . +ti ✓ -fes : __ x e� RESOLUTION: 4 ARCHITECTURE 4/4/18 Michael Verity Chief Building Inspector Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Elevator Addition at the Gloaming on Fishers Island Michael, As discussed, this letter is to clarify a couple of issues regarding the plans submitted for the above referenced project. 1.The enclosure at the elevator at the roof is non-habitable space. 2. The trellis area outside of the elevator will remain unenclosed and open to the sky as per the plans submitted. Thank you. Sincerely, ,VkED ARC �G\ �oOERT L 4LH y�T� (P) 02050 F�F N W-1 Robert Luntz Partner 150 WEST 28TH STREET SUITE 1902 NEW YORK NEW YORK 10001 T. 212 675 9266 F. 212.206.0944 +IIe" `.. �n.� - 3r+•' a '�. i�� A �:. '@�'�„j� .:.:: y;� ��' �''r+".'�` �:,s•.=_ �t« Ry�1. y, J g 4 R Y Z f !1 ♦ t V ��f 40, .CYST... - - _ - •�' !� s'yi loll, nF/j �1 /J r lE Abl fa d (11� '�. �. �. `�� . .` `' � . • � -'.T. �'� ?,q�?. S�. f�Y,.. f��' )� � .��, � � '� �4 -, rK� .. �.. " � 7 _ .�, r - , � }-. . ,,� .. �� i - - , .t 1 �� 4 y r y� �� ;� ... � .. � � : ' t� + _ �# �� r �� } �' �' ~ � YYy� _ .. � �. T�. .. �! � ; '� 1� ' � � j ,�. `�i�v �, 'na t .c Iw 1 � � M, }� ;f .i .� r 'ti "� ,� a #� �. '�! ,,/ i �,� ✓�J �. f/ +y s - ,�, r r' .�"� � �� ,,�`, ,. 1F "�. •� 't F �� r � :F i k fit`s. a "i F y J t r �9+ t i • 1 C� y 1 1 :h I 1 Oc 1 -13 'f IT l� k # Ak ri IL f s r � R i r s k r 3 all AMP 71 t ' .`a �-rF :%: i. � � "�"�F• ..'gam "�+,T . � _ J _. „.. ...n. .. _ 1x. � i - . �\ y;� +.. �: � `., , `r„ �, Y + A '� -� �j !� — �._ fir' 1��„w...,.r+�r�,,unpMr' .,. ."'r r . ;,.M..r s.o.. +,irr a�,�. F +. � I ' � j! -.F � .� _ � � .� . . !�r y Generated by REScheck--Web Software Compliance Certificate Project Fishers Island House Elevator Addition Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5572 HDD) Permit Date- Permit Number: Construction Site: Owner/Agent: Designer/Contractor: The Gloaming&Montauk Avenue Robert Luntz Fishers Island, New York 06390 Resolution:4 Architecture 150 West 28th Street, Suite 1902 New York, New York 10001 212-675-9266 • •liance:Passes using UA trade-off compliance* 16.6%Better Than Code Maximum UA. 259 Your UA 216 Maximum SHGC 0.40 YourSHGC- 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall (North): Wood Frame, 16in. D.C. 395 27.0 0.0 0.051 15 Orientation: Front Window 102 Andersen 400 Series Custom Mulled Picture Awning Window- 34 0.290 10 Wood Frame w/2 Pane Low-E:Wood Frame,2 Pane w/Low-E SHGC: 0.32 Orientation: Front Window 202 Andersen 400 Series Custom Mulled Picture Awning Window- 37 0.290 11 Wood Frame w/2 Pane Low-E Wood Frame, 2 Pane w/Low-E SHGC: 0.32 Orientation: Front Window 302 Andersen 400 Series Custom Mulled Picture Awning Window- 37 0.290 11 Wood Frame w/2 Pane Low-E: Wood Frame, 2 Pane w/Low-E SHGC: 0.32 Orientation: Front Wall (East): Wood Frame, 161n.D.C. 464 27.0 0.0 0.051 9 Orientation: Right side Window 101 400 Series Andersen Custom Mulled Picture Awning Window- 75 0.290 22 Wood Frame w/2 Pane Low-E: Wood Frame,2 Pane w/Low-E SHGC- 0.32 Orientation: Right side Window 201 400 Series Andersen Custom Mulled Picture Awning Window- 105 0.290 30 Wood Frame w/2 Pane Low-E:Wood Frame,2 Pane w/Low-E SHGC: 0.32 Orientation: Right side Project Title: Fishers Island House Elevator Addition Report date: 08/01/17 Data filename: Page 1 of 10 i$ Gross Area Cavity Cont. Perimeter Window 30-1-400 Series Andersen Custom Mulled Picture Awning Window- 105 0.290 30 Wood Frame w/2 Pane Low-E: Wood Frame,2 Pane w/Low-E SHGC:0.32 Orientation: Right side Wall (West): Wood Frame,161n.o.c. 573 27.0 0.0 0.051 21 Orientation: Left side Window 100 400 Series Andersen Custom Mulled Picture Awning Window- 46 0.290 13 Wood Frame w/2 Pane Low-E:Wood Frame,2 Pane w/Low-E SHGC:0.32 Orientation: Left side Window 200 400 Series Andersen Custom Mulled Awning Awning Window- 21 0 290 6 Wood Frame w/2 Pane Low-E:Wood Frame,2 Pane w/Low-E SHGC:0.32 Orientation: Left side Window 300 400 Series Andersen Custom Mulled Picture Awning Window- 88 0.290 26 Wood Frame w/2 Pane Low-E.Wood Frame,2 Pane w/Low-E SHGC:0.32 Orientation: Left side First Floor Assembly w/Open Web Truss&Sprayfoam insulation:All-Wood 180 49.0 0.0 0.021 4 joist/Truss Over Outside Air Flat Roof w/Open Web Truss&Rigid Tapered Insulation: Flat or Scissor Truss 230 33.0 00 0.033 8 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi g has been designed to meet the 2015 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requiremen s listed in the REScheck Inspection Checklist. (LOBE (2 uratZ 0% o 1? Name-Title Sig atur Date ARCy�T 1 �`..� 020601 T� OF N Project Title: Fishers Island House Elevator Addition Report date: 08/01/17 Data filename: Page 2 of 10 -_- _ - _ ------ ------ _ � RES4 ------------------- .0, _. _EMPREFABS - ! TH E MODERN MOD ULAR — _ - %'/• - - - --- _________ BY RESOLUTION 4 ARCHITECTURE — se ' ---------------- / - - ___ _ .-eY00i FlOF4fpN vwlan I PROACrIM1R Oi P9 roIID FN _-. _ -_... ------------_. .____--•i ,� I OI IO LLC[®rID1p�IxIWMONxUUq" ------ ./ - - - --- - .. -- -- _-fes lu \O OiefCOVFeE0) ___________________ ,� /��---------- -0 O , \ \� /�• * \,' C LLOI._s LRNDiC GWAN ' I 6Du'fDfACK` •O..-'--• 'do- Pro.wALa�Dxr11OAlls \\ \ Q'• Pco�noe ee wnrAu-NT / N G�� 9P51<ONTYNMFNI AND ! - \ , •'O \\ EOL'PY.MPFA GOOF G � iQ�..` 50� , •m 1.IE % iRFFS PON MO wNFSI N, d \\\ �p •.~''•• oiwl :nomEitr'°"Aa - wcx Ecr wD I \ OVAW rFwDER \ '� `\DtE� O IwGfrDNFaAr�Da� I ___ " _ _ �.. / wmworwaLLsro_ s I•i, OO\ \\a�� r.gnowan .so lo, I I --- GxwrEF DD EwAr / • \\\ Q\'1 `• i I �\�\\\VI//�r/� —_ -___ 14 • _ �,t/.d pn PE¢MIMIDDs \ Qm 9L \' '\' ��"•o11f`\� Eri51wG CON10N15�'- r I r/N�'�t t[fr„��Fp \ \ ',\ •, BENCHMARK 020N ROD 4 � _ - �\ �'` '\ ELEVATION=74A0• i _ --------------- \\ '\\uox nwrAsconv9D9 � �\ -- � r •; ��`:.�"� r \ \; - / FISHERS ISLAND HOUSE IRE GLOAMING B MONTAUK AVF •/• iDHERS 6Urw NT 00.190 IIxou P.YAY xRmxu \ '•, �/� /•/ RESOLUTION:4 ARCHITECTURE YvgcnY wA1® _._- -..___.-____ /• ' IS()WESt] STI107 SUITE IM,NEW TONG NY 10001 r.Yv rELzlzd9s9zm w«.ue4o con, Mx.zlameo9u /,Fe—P•C\EaE O�/•/•/ IIOM�S F'�OnC'AAlll \ ', \ ', �. �, n •i SITE PLAN poulm \ \Y N MDI aECovE➢FD9 1'\\ —/ - _�%:- DAM WMI117 A 1 00 \\ .',1D / _ - /./•/' SCALE: I/16'•1'ff r +. I Andersen Andersen Windows-Abbreviated Quote Report . Andersen Project Name: B&D _ Quote#' 35 _ _Print DDate: 08/2_1/_2.018_ Quote Date: 08/20/2018 iQ Version: 18.0 ealer: Ring's End Inc. _ 28 Hope Street Billing Niantic,CT 06357 Address: 860.739.5441 Phone: Sales Rep: David Lee Fax: IL_ Contact: Created By: David Lee Trade ID: Promotion Code: Item Qty Item Size(Operation) Location Unit Price Ext.Price 0001 1 (P TO"x 5'0 1/4"/PSA TO"x 2'7 1/2")-(P TO"x 5'0 Al $ 1 2 1/4"/PSA 3'0"x 2'7 112")((FN)-(FN)) 0 IN ROSize=6'11/4"Wx7'9"H UnitSize=6'0314"Wx7'81/2"H 3 4 400 Series Composite Unit,White/White-Factory Painted, High Performance SmartSun Low-E4 Impact Resistant*High Performance SmartSun Low-E4 Tempered Viewed from Exterior Impact Resistant Glass,No Grille,Mulling Location:Job Site,Mull Type:LVL 6 9/16 Reinforced Mull,Mull Priority:Vertical Extension Jambs, Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs,Side Members,White-Painted,6 9/16",Job Site Applied Full Insect Screen,White Extension Jambs,Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs, Side Members,White-Painted,6 9/16",Job Site Applied Hardware Pack,PSA,Contemporary Folding-White Zone:Northem Unit U-Factor SHGC ENERGY STAR®Certified 1 0.25 0.23 Yes 2 0.25 0.23 Yes 3 0.33 0.21 No 4 0.33 0.21 No Quote#: 35 '--_A Print Date: 08/21/2018 �-----Page 1 Of 9 -- -- IQ Version: 18.0 t i f C 1 - - I Item_ Qty Item Size(Operation) __. Location _Unit Price Ext.Price 1 2 0002 1 (P 4'6 314"x 5'01/4"1PSA 4'6 314"x 2'7112")-(P 4'6 314" A2 x 5'0 114"/PSA 4'6 314"x 2'7112")((F/V)-(FN)) 0 ROSIze=9'2314"Wx7'9"H UnitSize=9'2114"Wx7'81/2"H 3 400 Series Composite Unit,White/White-Factory Painted,High Performance SmartSun Low-E4 Impact Resistant'High Performance SmartSun Low-E4 Tempered Viewed from Exterior Impact Resistant Glass, No Grille,Mulling Location:Job Site,Mull Type:LVL 6 9/16 Reinforced Mull,Mull Priority:Vertical Extension Jambs,Head and Sill,White-Painted,6 9116",Job Site Applied Extension Jambs, Side Members,White-Painted,6 9116",Job Site Applied Full Insect Screen,White Extension Jambs,Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs,Side Members,White-Painted,6 9116",Job Site Applied Hardware Pack,PSA,Contemporary Folding-White - Zone:Northam Unit U-Factor SHGC ENERGY STAR®Certified 1 0.25 0.23 Yes 2 0.25 0.23 Yes 3 0.33 0.21 No 4 0.33 0.21 No Quote#: 35 Print Date: 08/21/2018 — — Page 2Of 9 iQ Version: 18.0 Item Qty Item Size(Operation) _ Location Unit Price_ Ext.Price 0003 1 P 4'11"x 5'0 1/4"/PSA 4'11"x 2'7112"(FN) A3 g ROSize=4'111/2"Wx7'9"H Unit Size=4'11"Wx7'8112"H ® 400 Series 2 Composite Unit,White/White-Factory Painted,High Performance SmartSun Low-E4 Impact Resistant"High Performance SmertSun Low-E4 Tempered Impact Resistant Glass,No Grille,Mulling Location:Job Site,Mull Type:LVL 6 9/16 Reinforced Transom,Mull Priority:Horizontal Extension Jambs, Head and Sill,White-Painted,6 9/16",Job Site Applied Viewed from Exterior Extension Jambs, Side Members,White-Painted,6 9/16",Job Site Applied Full Insect Screen,White Extension Jambs, Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs,Side Members,White-Painted,6 9/16",Job Site Applied Hardware Pack,PSA, Contemporary Folding-White Zone:Northern Unit U-Factor SHGC ENERGY STAR®Certified 1 0.25 0.23 Yes 2 0.33 0.21 No 1 2 0004 1 PSA 4'11"x 2'7112"-PSA 3'13/8"x 2'7 1/2"(V-V) A4 g ROSize=8'1518"Wx2'8"H UnitSize=8'11/8"Wx2'71/2"H 400 Series Composite Unit,White/White-Factory Painted,High Performance SmartSun Low-E4 Tempered Impact Resistant Glass,No Grille,Mulling Location:Job Site,Mull Type:LVL 6 9/16 Reinforced Mull,Mull Priority:Vertical Full Insect Screen,White Viewed from Exterior Extension Jambs, Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs,Side Members,White-Painted,6 9/16",Job Site Applied Hardware Pack,PSA, Contemporary Folding-White Extension Jambs,Head and Sill,White-Painted,6 9/16",Job Site Applied Zone:Northern Unit U-Factor SHGC ENERGY STAR®Certified 1 0.33 0.21 No 2 033 0.21 No Quote#.� 35 Print Date: 08/21/2018 Page 3Of 9 iQ Version: 18.0 Item Qty----,— Item Size(Operation) Location Unit Price Ext.Price 1 2 3 0005 1 (P 416 3/4"x 4111 1/2"/PSA 4'6 3/4"x 2'6 518")-(P 4'6 314"A5 M 19 t9 x 4'11 1/2"/PSA 4'6 3/4"x 2'6 518")-(P 4'6 3/4"x 4'11 mks 4 5 6 1/2"/PSA 4'6 3/4"x 2'6 5/8")((FIV)-(F/1)-(F/v)) ROSize=13'10114"Wx7-73/8"H UnitSize=13'93/4"Wx7'6718"H 400 Series Viewed from Exterior Composite Unit,White/White-Factory Painted, High Performance SmartSun Low-E4 Impact Resistant`High Performance SmartSun Low-E4 Tempered Impact Resistant Glass, No Grille,Mulling Location:Job Site,Mull Type:LVL 6 9/16 Reinforced Mull,Mull Priority:Vertical Extension Jambs, Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs,Side Members,White-Painted,6 9116",Job Site Applied Full Insect Screen,White Extension Jambs,Side Members,White-Painted,6 9116",Job Site Applied Hardware Pack,PSA, Contemporary Folding-White Zone:Northern Unit U-Factor SHGC ENERGY STAR®Certified 1 0.25 0.23 Yes 2 0.25 0.23 Yes 3 0.25 0.23 Yes 4 0.33 0.21 No 5 0,33 0.21 No 6 0.33 0.21 No Quote# 35 Print Date: 08/21/2018 Page 40f 9 iQ Version: 18.0 Item _ Qty _ item Size(Operation) ,v_ Location _ Unit Price Ext.Price 0006 1 P4'11"x4'11112"/PSA 4'11"x2'6518"(FM A6 $ wo 1 RO Size=4'11 1/2"W x 7'7 3/8"H Unit Size=4'11"W x 7'6 7/8"H ® 400 Series 2 Composite Unit,White/White-Factory Painted,High Performance SmartSun Low-E4 Impact Resistant'High Performance SmartSun Low-E4 Tempered Impact Resistant Glass,No Grille,Mulling Location:Job Site,Mull Type:LVL 6 9/16 Reinforced Transom, Mull Priority:Horizontal Extension Jambs,Head and Sill,White-Painted,6 9/16",Job Site Applied Viewed from Exterior Extension Jambs,Side Members,White-Painted,6 9116",Job Site Applied Full Insect Screen,White Extension Jambs,Side Members,White-Painted,6 9/16",Job Site Applied Hardware Pack, PSA,Contemporary Folding-White Zone:Northern Unit U-Factor SHGC ENERGY STAR®Certified 1 0.25 0.23 Yes 2 0.33 021 No 0007 1 FWHID 3'0"x 7'111/4"(AR) A7 DOOR $ ROSize=3'0718"Wx7'113/4"H Unit Size=3'0"Wx7'111/4"H A Series Unit, Inswing,6 9/16"Frame Depth,Bronze Sill,AR Handing,White/Pine,White-Factory Painted,High Performance SmartSun Low-E4 Tempered Impact Resistant,Factory Applied Satin Nickel Hinges,With DP Upgrade,Corrosion Resistant Locking Mechanism Hinged Insect Screen,AR,White Viewed from Exterior Hardware Trim Set,FWH/FWO, RH,Anvers-Satin Nickel Hardware,Construction Active Trim Set Zone:Northern U-Factor:0.32, SHGC:0.16, ENERGY STAR®Certified:No Quote#: 35 Print Date: 08/21/2018 Page 50f 9 iQ Version: 18.0 item Qty Item Size(Operation) _ Location _ Unit Price_ Ext.Price_ 0007A 1 APW V 10 3/8"x 7'11 1/4"(F) A7 WINDOW $ ROSize=1'11118"Wx8'0"H Unit Size=1'10318"Wx 7'11 1/4"H A Series Unit,4 9/16"Frame Depth,White/Pine,White-Factory Painted,High Performance SmartSun Low-E4 Tempered Impact Resistant,w/Standard Flange Extension Jambs,Complete Unit Extension Jambs,Pine,White-Factory Painted,6 9/16",Job Site Applied Viewed from Exterior Zone:Northern LI-Factor.0.28, SHGC:0.21, ENERGY STARO Certified:No OD07B 1 69116X80 A7 LVL JOINING KIT $ RO Size=NIA Unit Size=N/A A SERIES MULL KIT WHT LVL JOINING Quote#: 35 Print Date: 08/21/2018 Page 6Of 9 iQ Version: 18.0 _ Item Qty Item Size(Operation) _ — Location _ Unit Price Ext.Price 0008 1 P 4'11 7/8"x 5'01/4"/AX51 (FM A8 $ 1 ROSize=5'03/8"Wx7'9"H Unit Size=4'11 7/8"Wx 7'8 1/2"H Q 400 Series 2 Composite Unit,White/White-Factory Painted,High Performance SmartSun Low-E4 Impact Resistant+High Performance SmartSun Low-E4 Tempered Impact Resistant Glass, No Grille,Mulling Location:Job Site,Mull Type:LVL 6 9/16 Reinforced Transom,Mull Priority.Horizontal Extension Jambs,Head and Sill,White-Painted,6 9/16",Job Site Applied Viewed from Exterior Extension Jambs,Side Members,White-Painted,6 9/16",Job Site Applied Insect Screen,White Extension Jambs,Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs,Side Members,White-Painted,6 9/16".Job Site Applied Hardware Pack,PSA,Contemporary Folding-White Zone:Northern Unit U-Factor SHGC ENERGY STAR®Certified 1 0.25 0.23 Yes .r 2 0.33 0.21 No 0009 1 P 4'11"x 5'01/4'7PSA 4'11"x 2'7112"(F/1/) A9 $ ` 1 ROSize=4'11112"Wx7'9"H Unit Size=4'11"W x 7'8 1/2"H 0 400 Series 2 Composite Unit,White/White-Factory Painted,High Performance SmartSun Low-E4 Impact Resistant*High Performance SmartSun Low-E4 Tempered Impact Resistant Glass,No Grille,Mulling Location:Job Site, Mull Type:LVL 6 9/16 Reinforced Transom,Mull Priority:Horizontal Extension Jambs, Head and Sill,White-Painted,6 9/16",Job Site Applied Viewed from Exterior Extension Jambs,Side Members,White-Painted,6 9/16",Job Site Applied Full Insect Screen,White Extension Jambs,Head and Sill,White-Painted,6 9/16",Job Site Applied Extension Jambs,Side Members,White-Painted,6 9/16",Job Site Applied Hardware Pack,PSA,Contemporary Folding-White Zone:Northern Unit U-Factor SHGC ENERGY STAR®Certified 1 0.25 0.23 Yes 2 0.33 0.21 No Quote#: 35 Print Date: 08/21/2018 Page 70f 9 iQ Version: 18.0 •I ,. OIFWMEYwMIO�T'�OlY ' i'''//' f�f�p,lOYfHv " /•/•/-�- --------- RES4 '/moi .__.__�•/ / ./"wR:iuoTaFcovFRFos- eR - - - / \ \\ PREFABS - --- ------ _ i. . ------ THE MODERN MODULAR YRESOLUTION 4ARCHITECTURE _- - - _.._ _ _ , I P MqM GMYOaF1TOENroSpN fHVeION "-_- _. ---------' ro _ _ __-- - ------------ _ _ _ ! �iToi®waaAmnaH aaoa EartNYax .i g Fame eFY Dwoxeex _/_• - f/ No pYRFCOVFRFO) ," ______________ ---- _. n -------------- i lit 0O ------ ! you my ,\ �', _ ,-\ .��.• _ � COIaFSxONME4j- Y;6 COx1NNMFNFAHO w EOVPEEMPFA COOFM�•` \' \ � ISI F#SI TREES ' YOI[00 waESR ' 'A \ EFna«aFiocArtolsR°iR'Fwn°F \ .y) tawwwaooc O 16tOHG , 1: .I \\ \ ,�\\ ,\ .• // � /�-�.10w0YesFiiDo �DEtws Darwvu n I i ! \ yy$$ sws noxE l.xosuHxa wuE I _ _ \ FWCYOTwe RIaaP \ � ` � `\ •FMOmF°noaen.�marv01,"cr E I o \\ \I� ,�� ca � ENSfwGGvVNNOIeVFweR P PYO Sfl N DNDF/r eDSET \ ----------- --- • ',, BENCHMARK IRON ROD ll" ag\a ELEVATION=74.07 'a V. e \ -------- ---------------- ---------------- FISHERS ----_-------- FISHERS ISLAND HOUSE /•� IHE OLOAMa10.MONWIa AVE YNW RM1aI BImEaO \ ,\ 0.\a _ /isMVYM. _ El oxRn svlrmmY \ \ . /./ i RESOLUTION:4 ARCHITECTURE _ ISO WFSI teM SIREEI,SME I NEW YORK NT 10001 /• I7.]IO6)59156 rwxmWcom FM]I].ZYODM lo � 'YNW YaYI,aEaDEMCt �,,,�./•/i DY�in'�e�eV4..R�iEFF I \ ®/ F(pf SITE PLAN - -" -- ---"-- -_-- - - �/ // Aloo / IWORRY InrIAH1LL1�D.CE�1�6IXtllNYC1 i� i /,--� 'P�"P-PJT�-E-�- •�-_..M.GH-(M-/G-T-P-'K-O'vea�lDl_-.�!]_� __ _ -_ __ -- � � RES4_ - __ _ PREFABS __:_---""i• -----------'' -'- _-_---'- _ "'--" _ THE MODERN MOD LA _ - / YRES I ARCHITECTURE _ _ _ -_-__- i - ��/� J /_ _ v4iGD 4 /• ______ _ _______ rADoa�l soon�aGa�u Eu -• 62 ;y--- - $ - "�' 1 YDN _ ------------ I w.my -- o /. ------------ Y I ��-Y OYIIECOVFaFD) - n ------------- - ---•------- � I lit ------- 1 l PGY 11x1 \�%I � EYEING frONElRND6CARN8 WALL , I ` YeflMCE �£ ' \1'•,\ \ ',VCo-rt wD�s �aE: NGVGEGNRIeLLawAft, oBLCONIAWMEMAND � YrMENT CFA COX AE co \ \\1'', \•� �I {/////O Ero�• °;w'' S rn EI6ET mEEs n Fxo w•Ea - \ \ xo IN �' locNAGNTeD w/owNEae \ •�� \, �� ]AcaDEcrwrattsD \ � ' �W.'` FAD `� I'N• �UaYHEFFDG' ZEImIMG pRV WFII i \\ ',yl\ V TwG sloNE wiGscnw�c w.0 I I \\ \ a %1 76 \ o L� HR' O \\\ \� .�\• d �, EmzwG GwvEl mavFwere I / �� I • ------- \ r. - // • Gws•/•• IRVDIm rearm sn MIMI 91D SET \ � `� ,1\1,, '�� '•,��-';�\�,; DDsrwo coNFoun-.-•_ s.'Nm.�E \\ 11 BENCHMARK MON ROD ELEVATION-74.0G' , pllll/i \ ,\ DrolarconmGl � /\ - - �•\ �3FO�aE r , 5W, ---------------- \ \ FISHERS ISLAND HOUSE \ _ ' / /•/ ME GLONnP1G 6MONWI[AVE \ /�'/-/• HEMDt261AHD MC6JPo IuaY/.ILLI aF®Fa0 1 1�q` • , _ _ GG - --------- RESOLUTION:4ARCHRECTURE - - ^� /- I Iso wHrxeln naEm sullE Isar NEw roYc,Nr 10001 ./' rH.zlxwsvxae ...,. CeN, rwv zlxzse.wu ® SITE PLAN \ 101E 11A ' .--- ------- OAR �PoI/1] / RES4 _-.--- ---- - • MON"MO)RKDVFMDI. e1 _- .----- -. `.` —� PREFABS • --- - - ------ - - _ � I THE MODERN MODULAR � _.--'•i __.-- _ b , � •. MOW".. ARONI C DRE /, - e -------------------- i t "' / ...'..-._. _._ •' _.._-- _ _••'-- '• •.'- ` DOI,pN eROCf FYFNSpN / -... P rl\'Fb\YW - - -- / _ r�H YRO&CINM,f Oi YUDW4DFY -•.. S • .:�. _ � _ _ __ ___ _ -._ I 1[CE[OrIDIMO rYlAl1D NODM ' ___.-.. W N135 --•• .. - ................... ----- N ----------- --- \ "' ------ -------------- ' --_ ------- ._ R •_-•------ - -YO gYIfFCOVFaFD) j- __ _ / -, I POLE I)P \�' ,-� ��, ORStMO FrONFUNDFCARxO WALL YYO YrrxC4, O ',V.-.. �'M`f(\� vv0•/0 tWS�rFe�iBIIM � r .I --- EOORYFNIPFRCO�AS ♦ DU Mo wwF 'cA E wiis,FRYiF . \ \, 1I\B�3 � �,R�wwRooF : iKwucrMsmn I -I• MO F16tfmG 1\ / twAa ruDFR n )d I�I •'Fw)Mc s,c«F uxoscumo wnu I ' \\ \1 \ � •--�- �SC Nrr°mYr��rLgm°mwr >d, I , o 1poor _ O C I ]l --------------- V. \ 4• \�\I��/� _ rR / ,Ra/.� aeFarm PERIW,sEt \ 1•, � , BENCHMAIIN IRON ROD 'B ELEVATION .74A0' L \ s \lui FISHERS ISLAND HOUSE `,- ; \ / /• ME OtOAMN06MONYYSAVE faNERS 61AI4)NY06190 ----------------- /� � / RAVFFORrvE RESOLUTION:4 ARCHITECTURE wsm rerc wcrtY \ ` twvLm mms,REE,sunE tsm NEw raRc xr i000i \ \; � M-• ' "I B.]176)F 93b rwveFacom FAIT],t10eDFN SRE PLAN \ POY IYA \ _._ \ ',\MOIL MO)RF<OVFREDI •.. ._-.__./• DAM 0910I/17 \ - -- /"/ sF•.,.. Ino•-ra A100 RES4 __.___ Nxu[fARRY BEsiB[xci �/ �/`/' ANtNEIB1 ___--� �/•�i � _ ----------- -,-- _ / I i' / MON INOTPKOYERED]- ] - -- '- - ------ - - . I P R_E F A B S - - -- ------- - /%� _ ---•-� -- Y SOLUTIO 4ARCH TITRE -- THEMODERN MODULAR RESOLUTION I I B ITEC i Bt / _____- - _ _ Gnnx scoofEmFNsax �NY 'C�IY•8 '--'._ _ _._—___ ___ m --- _ Not _ _'. _______________ ______ PROTECT NMRf Of PROro3 " - OFM -/ __ _ _ _. _ 010®iW FE1Mo0PIWIO NF1o[i1FNYON /•/• _ - p _ _ __,._-_ ._ ___ __ MO 91RFCOVERFD) ,•' _'' ,"" _-� ______________ - - ------------ __. _ I---------- _ //_ , _o __ r - - POLL InI \' .-� ��.' _ ,� F%6rWG ftpIFIAMDBCANNG wALL I .p iETyu � - cowc°R'E�Owi°aloui°raE� EBWeTALLPIID e0 \, •\,� `ee EI,, Nf AND \ 'O �FGMIPMENt PFRCOR EAI •` YYY...JJ FCO / i,`, ]tdl O /10'B°NELOCFMEO , , PoU(No wwEs(W t:= " R ELIA—OF yYp \1. \' \ (��8•,_ _ , Ls�apiOCA1E0 TDEFi RPlAI I , -70-1—B. _ \ I IN AMlurzcr Wrmo I HA D. l �Y> \ r�" 12 fASMGEADEROOf �NmiNGDRYWFII + I �� MAW LR I NaxE TAxoscAFwc wAu BE o \\ roLEFnB \ \\ s \ ,� \ \ ExinwG GwvFL oNVEwnr / —ET 0E BENCHMARK"ON ROD � - ' EIEVATION.7<A9' \ s i - ----- `p\ fr k \ N DIGTRECOYEREM @eBat ------------ ---------------- / FISHERS ISLAND HOUSE MEGLOAMPEGBM—KAVE \ \ - / /�/•/•/ Nm—N,OBS90 iWDNfAMN,R miNo \ GRArE ------- ------------- // /// MI E RESOLUTION:4'ARCHRECiURE 1.WE3T 28M STREET—E 190]NEW YOM NY 1=1 61NBM PAYl,RN1OFMD! rFL.91D N5926e wwwENDcan fAK Dn3De-09N \\\ \ , /4F1�'c� / _.atj1•./// / ONNMNi�[FP'uOC 6YF�lFY SITE PLAN % \\ '.\Mwa Olol RFcovERE01 MM1/17 A 100 ••'\ -"/-- SCALE, 11161-I'V - RES4 ------------------- _ _ . - _ . _ _ �� ' IwmHi ewim�'�'ir __.__..___._ - y ° i tDDfO`TP___•---- /•// --- - ----- _ ! PREFABS ___:�:i•i''_•/__ _ --------- THE MODERN MODULAR i _ - - SOLUTI N IARCHITECTURE - ----- ---- / I I BY RESOLUTION 5 -__-- - -- .-m /_ DnpN DcoDE EpENspN vuoN sn " ! '. _ ._. NDVOSID _ __ _._ _ I ! eiro'O®exe'®uw�0iwoi®noio non N ./. --------. - --- _ --------------------- _ --_._ , a ------- o —o a �I EKDN,D SIoxElwnoseAPmD weu � aaHaee[ i �''� \ ,'��Q .� --•. �'1� couc°e'OEsi�°visxom:m01i _ ��.;� I .._ ,•�\ Gq'� ��Y NrovpE.DriUHYFRfYBM _ - y\ LLCOXUINNlMAND .\,y \ fOIIQ•YEMRA CODE Ae / \ \, \` ee \\ O , �{vj, 4TO DG RELO—D sl Exin uEEs I roEE wo wDEsl A—E—Of elon rEwraw OppE ImEcr wimp I ,i 1.1 DO FiDIWD DNY WFII n, \\ �\ \� 1aaa, � '''EKd,wo sIDNE IANosu,mc wul � I I o \'��'' � �, - re awoeoTra aroev ! \ •-� � NDIEID�.n��a �ver� \ PON, EME19i000NlEp05 - \ ',. ELEVATION•7dA0' '�' � - FISHERS ISLAND HOUSE f°XER96W0 NY06090 0WEA1LLT Rramatb>t \ oN"E°"E' "E�EE� \\\\\ .\ \,,�$•\� 'r,_.____ \ - --- M,•YIq ODCvaE9IDpNFYIK 1 RESOLUTION: ESO1e1LO5BU9M]i6Sl6IO9E£wNT.S:rU 4R,eE MA19.0eREamCNEWHLAITTKO.ER4C19NATTUEIDKRWDNE -_______ ..__..__-- SITE PLAN® I �,\NNA DAM 08/OVI7 \\ '.\ A 100 SOME I/le'=1'V -�- �""�"� - - RES4 RRDYIABR.QIIOOIU — —— - N=- _ - - - - - oKNE�Y,00wRY�BRBY --- .�Y�EW^ -- -•- /:='�: ------- - -- _ "=-�{ ' �i EOG ",___• /- - _ - - ��—i ,� — —— /./_•-•/. / /;�YOH wOYRKOV-E•iRD)- 51 m"N - --1("(,,..• PR EFAB S ----------------- ----------- --_-- _----..__ -------- HE MODERN MODULAR BY RESOLUTION 4 ARCHITECTURE .___ .- __ • axoar mEAxaN s`v _____. ,_ ."- _ ___.______________. I iwftvo®E®vatoR aoomD+aeoR.FmxEwx ey. - ___ to ue ummiG rmoxo xean ----------- ---- _------------------- _--- -- - -. -------------- -- ----- - ------- R `•YO OERFCOwRFO) ,:' ,: : -.'_• .,. ________-------- - _ ___ __-.____ __. _ YE ------- - ______ • � T)jp� / V lit ---- --- ------ 31s .o.1- `I; ,- Ei6tNG EfDN@UND`OA,wG wAY I CD'PtflY'C�`• �o.• �- i �- �\!•� \ :QDo •(?"-'"- .0 D(1eGE�EA1��Wt�vEA �� °R°vuDD / \' •\1,y �L_/•O FONFYENI PFR CODE AS�• �A M ; 1 'tJ REtlD / sA�✓, —L \ \, ;• m � Q .� , IS,DBtt tREF4 • LL MO •,•m \ /.ems•' aiEocMArtom AT— sI - - \ \B , ti1?:; tEwmWROOF ARCNBECf wiIEBD 'I• —1 l M W.1 , tw6 BroNE UNDSCAPwc ' \\\ \11 �$�5� ' �•\ _ B _ _-_- - QIBDKOIWOROBY ' ' , \ p •\T JSP+' ' - �mnYRoa�Rn nxA� I ' 3l ------------------ W YL \\\ \� ,,\\• cd \, wG GRAYFt DRIVEwAYd , / , / �`• \, B \ , , i ,•PA Nnr • , i \ r• �\U�� _ u - ! Yw'•/.� IByotm PERYIt SO \ 8 \ 1 � qn"`C` ..^iY•� ov»iv em SET \ � `� \' j �,\ FIDSIwG coxtwRs—.'•" - ar N�.pAv �Al1nA1! �rBixDEE I E \ ¢v` ` BENCHMARK WON ROD 9 , ELEVATION=74.E1D' HSI ' • \\• • Px)t PFCOwHm Q �QR"R}B.y?• ---------------- FISHERS ___ FISHERS ISLAND HOUSE \ / fNE GLOAAWiG 6MOHUEK AVE , \\ •\x /' C /�•/•/ fENERS 61APm NYDR]90 /• G—DRNF R � erc�'sEa�De n.'�iEx '\\ ---- --- ---------- �' /•/' RESOLUTION:4 ARCHITECTURE �\ I "" � /•/. tmwFST EEm stREER smrt lwn raw Yoee,xY i0R01 _ B.]IE3)s9Em Yr..waxq.mm fAK]IZ10BWu \ gBaAcv`Q`E ut°./'�/ Rowm�ncnmY SITE PLAN -w�B sc� A100 �,xR�D R RB�ERRaB...D.�Bo :xrx�EbB.Ym k 04, , GENERAL NOTES SHOWN ON THE DRAWINGS ARE ESTIMATED AND WILL REQUIRE UNFORESEEABLE CONDITIONS. SYSTEM,POWERS POWER-FAST+SYSTEM,SIMPSON STRONG-TIE AT OR ET, DOMINICK R. PILLA ASSOCIATE 646.307.4940 ALLIED FASTENER ALLIED+ . 845.727.7793 OR ACCEPTED EQUIVALENTFOLLOW d ; y� [3 VERIFICATION. FINAL,EXACT ELEVATIONS AND BEARING CAPACITIES c_ 'Y Z cirpilla.com drpilla-ea.com 1. THE GOVERNING CODE FOR THIS PROJECT IS THE NEW YORK STATE SHALL BE FIELD DETERMINED. 7. UTILITIES SHALL NOT PENETRATE BEAMS OR COLUMNS BUT MAY PASS MANUFACTURER'S SPECIFICATIONS FOR USE AND INSTALLATION. C " - u-- ' a BUILDING CODE,2010 EDITION.THIS CODE PRESCRIBES WHICH EDITION OF "�- M- p 23 DepewAvenue 0 SColombusCircle,stn FI EACH REFERENCED STANDARD APPLIES TO THIS PROJECT. THROUGH SLABS AND WALLS INDIVIDUALLY,UON. FOR OPENINGS 24" 6. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, LONG OR LESS,CUT REINFORCING AND REPLACE ALONGSIDE OPENING 2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A 1/4" r.. Nyack,NY,10960 New York NY,10019 2. U.O.N. WITH SPLICE BARS OF EQUIVALENT AREA WITH 48 BAR DIA.LAP,PREPARE DIAMETER PILOT HOLE FOR EACH ANCHOR. DO NOT CUT REINFORCING TO THE BEST OF OUR KNOWLEDGE,THE STRUCTURAL DRAWINGS AND r- SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE AND SUBMIT SHOP DRAWINGS FOR OPENINGS LONGER THAN 24".FOR STEEL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. GOVERNING BUILDING CODE. EXCAVATION,BACKFILL AND DEWATERING RECTANGULAR OPENINGS 12 LONG OR LONGER,ADD 1#5 X 6 MID DEPTH 763-!O'IVii iia TO DIAGONAL AT ALL 4 CORNERS. 3. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR FC'L1, FC,!Ui h I T i"i i T''1C� RD"?CtJi .' D 3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION APPROPRIATE DRILL SIZE. THOROUGHLY CLEAN HOLE INCLUDING FO' I'C_7T i :D TV%!Cji GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE FEDERAL, PROCEDURES INCLUDING LAGGING,SHORING,AND PROTECTION OF 8• WHERE REINFORCING STEEL CONGESTION PERMITS,CONDUIT AND PIPES UP REMOVAL OF DUST PRIOR TO FILLING WITH EPDXY. , R'),R, H - FF+',:�i'ai .'yea STATE,AND LOCAL CODES,STANDARDS,REGULATIONS AND LAWS. ADJACENT PROPERTY, STRUCTURES,STREETS AND UTILITIES 1N TO 1"DIAMETER MAY BE EMBEDDED IN CONCRETE PER ACI 318,SECTION 6.3. �_t ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING SPACE AT 3 DIAMETERS O.C. PLACE BETWEEN OUTER LAYERS OF FINAL SCI 1 . I k J,,TICr� �liU`a l Q REINFORCING. IF CONDUITS ARE SIGNIFICANTLY CONGESTED,ADDITIONAL 4. PROVIDE ANCHOR EMBEDMENT,SPACING AND EDGE DISTANCE AS SHOWN 1,`Q 4. THE STRUCTURAL DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH DEPARTMENT AND OSHA REGULATIONS.DO NOT EXCAVATE WITHIN ONE ON THE DRAWINGS. Er CC1fiPl_:T., i=�J;iC.O. THE ARCHITECTURAL DOCUMENTS. IF A CONFLICT EXISTS,THE MORE FOOT OF THE ANGLE OF REPOSE OF ANY SOIL BEARING FOUNDATION REINFORCING PERPENDICULAR TO PIPING MAY BE REQUIRED. REQUESTS STRINGENT GOVERNS. UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST SETTLEMENT. TO EMBED LARGER PIPES SHOULD BE ACCOMPANIED BY A DETAILED ALL CONSTRUCTION SHALL (MEET THE DESCRIPTION AND BE SUBMITTED TO THE ARCHITECT FOR EVALUATICN. 5. THREADED RODS ARE A-36 GALVANIZED STEEL,U,O.N. REQUIREMENTS OF THE{BODES OF N'tiT1,' 5. SEE PROJECT SPECIFICATIONS FOR TESTING. SEE THE STRUCTURAL SPECIAL 2. DO NOT BACKFILL AGAINST WALLS UNTIL 7 DAYS AFTER THE WALLS ARE YORK STATE. NOT RESPON`SIDLE FOR INSPECTION PLAN FOR INSPECTION REQUIREMENTS. BRACED BY THE STRUCTURE OR ARE TEMPORARILY BRACED. DO NOT 9. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION POWDER ACTUATED FASTENERS DESIGN OR COi 1STfiUC T ION CiRRRC2,S.; BACKFILL CANTILEVERED RETAINING WALLS UNTIL CONCRETE IS 7 DAYS 6.4.PROVIDE KEYWAYS AND ADEQUATE DOWELS. SUBMIT DRAWINGS 6. DETAILS LABELED "TYPICAL"APPLY TO ALL SITUATIONS THAT ARE THE OLD. DO NOT BACKFILL UNTIL AFTER COMPLETION AND INSPECTION OF SHOWING LOCATION OF CONSTRUCTION JOINTS AND DIRECTION OF POUR 1. USE POWDER ACTUATED FASTENING SYSTEMS SUCH AS THOSE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED,WHETHER OR ANY WATERPROOFING. FOR REVIEW. MANUFACTURED BY HILTI,ITW RAMSET/RED HEAD,POWERS,OR AN NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING THE ACCEPTED ALTERNATE HAVING ICC-ES PRODUCT CONTROL APPROVAL. COMPLY WITH ALL CODES O ARCHITECT. APPLICABILITY OF TYPICAL DETAILS SHALL BE RESOLVED BY THE INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.ONNECTION. * 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL 10. PROVIDE 3/4"CHAMFER FOR ALL EXPOSED CORNERS. SEE ARCHITECTURAL PROVIDE A MINIMUM OF TWO FASTENERS PER CI NEW YORK STATE & TOWN CODES ' ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENCE OR DRAWINGS FOR ADDITIONAL CONCRETE FINISH REQUIREMENTS. AS REQUIRED A" 7. OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE DAMAGE THE WORK,f� 2. PROVIDE A MINIMUM PENETRATION IN ACCORDANCE WITH THE ARCHITECTURAL AND M.E.P. DRAWINGS FOR THE SIZE AND LOCATION 11. PROVIDE REINFORCING STEEL PLACER WITH A SET OF STRUCTURAL MANUFACTURER'S SPECIFICATIONS BUT NOT LESS THAN 1-1/8"IN Sv�7'Y7LT.LY I VYYI OF OPENINGS IN THE STRUCTURE. SLABS ON GRADE DRAWINGS FOR FIELD REFERENCE. INSPECT REINFORCING STEEL PLACING FROM STRUCTURAL DRAWINGS. CONCRETE,U.O.N. 8. CONTRACTORS WHO DISCOVER DISCREPANCIES,OMISSIONS OR 1. FOR INTERIOR SLABS PLACE 10 MIL POLYETHYLENE SHEETING BETWEEN s� TO� '�T�U�TEES VARIATIONS IN THE CONTRACT DOCUMENTS DURING BIDDING SHALL SOIL AND BOTTOM OF SLAB.']DO STRUCTURAL STEEL 3. PROVIDE A MINIMUM ANCHOR SPACING AND EDGE DISTANCE OF 3 IN 0 NOT USE ANY SHEETING BELOW EXTERIOR CONCRETE AND A MINIMUM ANCHOR SPACING OF 1"AND EDGE DISTANCE IMMEDIATELY NOTIFY THE ARCHITECT.THE ARCHITECT WILL RESOLVE CONCRETE SLABS. OF 1/2"IN STEEL. THE CONDITION AND ISSUE A WRITTEN CLARIFICATION. 1. FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH AISC 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT 2. USE SLABS ON GRADE REINFORCED WITH WELDED WIRE REINFORCEMENT "SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF CONTROLLED STRUCTURAL INSPECTIONS SUPPLIED IN FLAT SHEFJS QNLY. USE CHAIRS TO SUPPORT WIRE FABRIC IN STRUCTURAL STEEL FOR BUILDINGS",WITH COMMENTARY,AND ALL OSHA DOCUMENTS WITH FIELD CONDITIONS AND DIMENSIONS AND PROJECT THE CENTER OF SLAB. SEE DETAIL 1/5400 REQUIREMENTS. All eXtCri(7�'11ghti1T1d' SHOP DRAWINGS PRIOR TO CONSTRUCTION.DO NOT SCALE DRAWINGS; USE I- 1. CONTROLLED INSPECTIONS SHALL BE PERFORMED BY A SPECIAL r' INSPECTOR AS DEFINED BY THE NEW YORK STATE BUILDING CODE IN installed, replacer" or ONLY PRINTED DIMENSIONS.REPORT ANY DISCREPANCIES IN WRITING TO 2. STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE FOLLOWING ��} THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DO NOT CHANGE SIZE 3. IN SIDEWALKS AND WALKWAYS,LOCATE ISOLATION JOINTS AT 20 FT. O.C. MATERIALS: ACCORDANCE WITH CHAPTER 17 OF THE CODE. repaired, ? COnt;riYl OR LOCATION OF STRUCTURAL MEMBERS WITHOUT WRITTEN MAXIMUM SCORE AND TOOL BETWEEN ISOLATION JOINTS IN EQUAL BAYS �® C}``; �� INSTRUCTIONS FROM THE STRUCTURAL ENGINEER OF RECORD. OF 5 FT.OR LESS. A. ROLLED W AND WT SHAPES:ASTM A992,GRADE 50. 2. THE STRUCTURAL ELEMENTS REQUIRING CONTROLLED INSPECTIONS of-i he 'lawn Cede 10. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY,HIS OWN WORK 4. SEE THE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE DEPRESSIONS AREAS FOLLOWS: AND THE PUBLIC FROM HARM. THE CONTRACTOR 1S SOLELY RESPONSIBLE AND OTHER REQUIREMENTS. B. ROLLED M, S,C AND MC SHAPES AND ANGLES:ASTM A36,FY=36 KSI, FOR CONSTRUCTION MEANS AND METHODS,AND JOBSITE SAFETY MATERIAL B.C. �, INCLUDING ALL OSHA REQUIREMENTS. SECTION/TABLE O t j WOOD CONSTRUCTION C. PLATES AND BARS:ASTM A36,FY=36 KSI. STEEL CONSTRUCTION 1705.2 USE I� UNLAWFUL^�'��g-' t� PAIICY OR 11. THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND WHEN CONCRETE CONSTRUCTION 1705.3 U U i�Y' FU COMPLETED. PRIOR TO COMPLETION,THE CONTRACTOR IS RESPONSIBLE 1. ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC D. COLD-FORMED HOLLOW STRUCTURAL SECTIONS(HSS): WOOD CONSTRUCTION 1705.5 � O�Tfl�1�Yl!(� E FOR STABILITY AND TEMPORARY BRACING,INCLUDING,BUT NOT LIMITED "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION"MANUAL,AND THE vim` TO,MASONRY WALLS. WHEREVER THE CONTRACTOR IS UNSURE OF THESE "NATIONAL DESIGN SPECIFICATIONS"FOR WOOD CONSTRUCTION,2005 1. ROUND SECTIONS:ASTM A500,GRADE C,FY=46 KSI. (1 f1 r C! '�/1 !1 REQUIREMENTS,THE CONTRACTOR SHALL RETAIN A NEW YORK STATE EDITION,AND THE 2008 NEW YORK STATE BUILDING CODE. 2. SQUARE AND RECTANGULAR SECTIONS:ASTM A500,GRADE B,FY=46 KSI. V O v V rA I LICENSED ENGINEER TO DESIGN AND INSPECT THE TEMPORARY BRACING AND STABILITY OF THE STRUCTURE. 2. ALL MEMBER SIZES ARE TO BE AS SHOWN ON DRAWING AND PROVIDE THE E. STEEL PIPE:ASTM A53,TYPE E OR S,GRADE B,FY=35 KSI. FOLLOWING MINIMUM PROPERTIES: s 12. DESIGN LOADS: MEMBER SPECIES Fb PSI E PSI 3. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE AWS DLI eL rratcaL fwswccr}c�l � d � U} � _ a. ADDITIONAL SUPERIMPOSED/CONCENTRATED LOADS ARE PROVIDED BY STRUCTURAL WELDING CODE BY THE AMERICAN WELDING SOCIETY. USE REVISIONS: E70 SERIES WELDING ELECTRODES,U.O.N.WHERE NECESSARY,REMOVE NO. DATE DESCRIPTION MODULAR DESIGNER. SEE ARCHITECTURAL DRAWINGS FOR FLOOR LAYOUT. 2x JOISTS DOUGLAS FIR NO.2 850 1,400,000 GALVANIZING OR PRIMER PRIOR TO WELDING. b. DESIGN SNOW LOAD OTHER DOUGLAS FIR NO. 850 1,400,000 12/14/2017 MATCH ARCH. CHANGES LVL iLEVEL MICRO LAM OR 2,600 1,900,000 4. A325 BOLTS SHALL COMPLY WITH"SPECIFICATION FOR STRUCTURAL FLAT ROOF SNOW LOAD Pit = 30 PSF EQUIVALENT JOINTS USING ASTM A325 OR A490 BOLTS",INCLUDING COMMENTARY. GROUND SNOW LOAD Pig = 30 PSF TJI JOISTS WEYERHAEUSER TRUS JOIST OR EQUIVALENT SNOW EXPOSURE FACTOR C/e = 1.0 5. ANCHOR RODS SHALL BE ASTM F 1554 GRADE 55 WITH SUPPLEMENTARY 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE REQUIREMENT S 1,HOOKED. OR ANCHOR RODS SHALL BE A449,TYPE 1, SNOW LOAD IMPORTANCE FACTOR IIs = 1.0 PRESSURE TREATED. THREADED WITH NUTS AND WASHERS EACH END. THERMAL FACTOR Cit = 1.0 SNOW DRIFTING PER CODE 4. ALL BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO ASTM A307. 6. SETTING BASE AND BEARING PLATES: CLEAN CONCRETE AND MASONRY USE WASHERS BETWEEN WOOD AND ALL BOLT HEADS AND NUTS BEARING SURFACE OF BOND-REDUCING MATERIALS AND CLEAN BOTTOM OF BASE AND BEARING PLATE. c. DESIGN SEISMIC LOADS 5. ALL METAL WOOD CONNECTORS SHALL BE GALVANIZED AND SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO.,OR APPROVED EQUAL. A. SET BASE OR BEARING PLATE ON WEDGES OR OTHER ADJUSTING OCCUPANCY CATEGORY II DEVICES. SEISMIC IMPORTANCE FACTORI = 1 6. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT ENDS BY SOLID SPECTRAL RESPONSE ACCELERATION SIS = 0.154 BLOCKING,LEDGER OR RIM BOARD. B. TIGHTEN ANCHOR RODS AFTER STRUCTURAL STEEL FRAME HAS BEEN SPECTRAL RESPONSE ACCELERATION Sn = 0.057 PLUMBED. DO NOT REMOVE WEDGES OR SHIMS BUT,IF PROTRUDING, TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, SITE CLASS D 7. UNLESS NOTED OTHERWISE ON PLAN,PROVIDE DOUBLE KING STUDS AT CUT OFF FLUSH WITH EDGE OF BASE OR BEARING PLATE PRIOR TO THE PLANS AND SPECIFICATIONS COMPLY WITH THE ALL JAMBS OF OPENINGS UP TO 6'-0". USE TRIPLE KING STUDS FOR PACKING WITH GROUT. APPLICABLE MINIMUM BUILDING CODES. ANALYSIS PROCEDURE USED:EQUIVALENT LATERAL FORCE ANALYSIS OPENINGS GREATER THAN 6'-0"AND LESS THAN 10'-0". THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL C. PACK OR POUR NON-SHRINK GROUT SOLIDLY BETWEEN BEARING SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND d. DESIGN WIND LOADS 8. WHERE BEAMS OR COLUMNS ARE FORMED OF TWO(2)OR MORE MEMBERS, SURFACE AND BASE OR BEARING PLATE. ENSURE THAT NO VOIDS SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF REMAIN, FINISH EXPOSED SURFACES,PROTECT GROUT AND ALLOW TO DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEY SHALL BE FULL LENGTH AND FASTENED TOGETHER PER CHAPTER 23 THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR OF THE NEW YORK STATE BUILDING CODE, CURE' REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER BASIC WIND SPEED V = 138 MPH MANNER WT+-IOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. BUILDING CATEGORY II D. FOR PROPRIETARY GROUT MATERIALS,COMPLY WITH _ REINFORCED CONCRETE PROJECT: IMPORTANCE FACTOR I = 1 MANUFACTURER'S INSTRUCTIONS. DIRECTIONALITY FACTOR Kd = 0.85 FISHERS I S LA N D EXPOSURE C 1. COMPLY WITH ACI 301 AND 318 E. BASE PLATES MUST BE GROUTED A MINIMUM OF 72 HOURS PRIOR TO INTERNAL PRESSURE COEFFICIENT GCPI = +/-0.18 PLACING CONCRETE SLABS ON SUPPORTING STEEL STRUCTURE. THE GLOAMING & MONTAUK AVE. MEAN ROOF HEIGHT +/-36 FT 2. PROVIDE STRUCTURAL CONCRETE WITH A MINIMUM ULTIMATE FISHERS ISLAND, NY 06390 MINIMUM DESIGN PRESSURES(C&C) CENTRAL=20 PSF/(-)43 PSF COMPRESSIVE DESIGN STRENGTH IN 28 DAYS AS FOLLOWS: 7. CUT,DRILL,OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. CORNER= 20 PSF/(-)50 PSF ELEMENT STRENGTH REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS AS PERMITTED GENERAI. NOTES *PRESSURES ABOVE ARE BASED ON 100SF EFFECTIVE AREA BY ARCHITECT. DO NOT ENLARGE UNFAIR HOLES BY BURNING OR USING FOOTINGS 4000 PSI DRIFT PINS. 13.TYPICAL SELECTED SITE-BUILT LUMBERS FOR THIS PROJECT ARE DOUGLAS POURED WALLS 4000 PSI FIR-LARCH(NORTH)NO.1 &BTR(U.O.N.)TYPICAL MANUFACTURED JOISTS SLABS ON GRADE 4000 PSI 8. DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT WHERE INDICATED ARE TRUS JOIST MICROLAM LVL 2.0E AND PARALLAM PSL 2.0E(U.O.N.)SEE ON THE DRAWINGS. SEAL AND SIGNATURE: PLANS FOR SIZE AND SPACING. 3. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS.U.O.N. 9. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR MISCELLANEOUS ®'f NE SHALLOW FOUNDATIONS 4. PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING SHALL STEEL NOT SHOWN ON THE STRUCTURAL DRAWINGS. �(i Ft1C �(,y y BE ACCURATELY PLACED,RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE, y 1. FOUNDATION DESIGN,IS BASED ON AN ASSUMED ALLOWABLE SOIL WITH APPROPRIATE BAR SUPPORTS AND SPACERS. LAP CONTINUOUS 10. REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR O BEARING CAPACITY OF 3,000 PSF. THE CONTRACTOR IS TO VERIFY SOIL REINFORCING 48 BAR DIA. LAP BOTTOM STEEL OVER SUPPORTS AND TOP PAINTING AND FIREPROOFING OF STRUCTURAL STEEL.DO NOT PAINT STEEL DRAWING LIST STEEL AT MIDSPAN U.O.N.). HOOK DISCONTINUOUS ENDS OF ALL TOP BARS SURFACES IN CONTACT WITH CONCRETE OR FIREPROOFING. CAPACITY IN THE FIELD. ( AND ALL BARS IN WALLS,U.O.N.PROVIDE COVER OVER REINFORCING AS DRAWING NO. DRAWING TITLE 2. ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON FOLLOWS: EXPANSION ANCHORS S-001 GENERAL NOTES 074213 � INSPECTION OF SOIL CONDITION. ELEVATION OF ADJACENT FOOTINGS Q ELEMENT BOTTOM TOP SIDES 5-100 FOUNDATION PLAN 074213 SHALL SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO 1. USE WEDGE-TYPE EXPANSION ANCHORS SUCH AS THE HILTI KWIK BOLT III, HORIZONTAL. FOOTINGS AND PILE CAPS 3" 2" 3" ITW RAMSET RED HEAD TRUBOLT WEDGE,POWERS POWER-STUD, SIMPSON S-101 1ST FLOOR FRAMING PLAN BEAMS ABOVE GRADE 1 1/2" 1 1/2" 1 1/2" STRONG-TIE WEDGE-ALL OR ACCEPTED EQUIVALENT.FOLLOW DOMINICK R. PILLA, P.E., R.A. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF SLABS ON GRADE 2" 1" 2" MANUFACTURER'S SPECIFICATIONS FOR USE AND INSTALLATION. S-102 2ND FLOOR FRAMING PLAN NY P.E.074213-1 NY R.A.027028-1 FOOTING ELEVATION IS CHANGED AND OBTAIN REVISED DESIGN OF THE WALLS RETAINING FILL - - 2" S-103 ROOF FRAMING PLAN FOUNDATION AND RETAINING WALLS AS REQUIRED. WALLS ABOVE GRADE - - 1" 2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A 1/4" ISSUE: FOR PERMIT DIAMETER PILOT HOLE FOR EACH ANCHOR. DO NOT CUT REINFORCING 5-104 - ROOF CANOPY FRAMING PLAN DATE: 08-01-2017 4. ALL FILL REQUIRED BELOW ANY PORTION OF THE STRUCTURE SHALL BE 5. WHERE SPECIFIED,PROVIDE PLAIN,COLD-DRAWN ELECTRICALLY-WELDED STEEL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. S-301 TYP.DETAILS AND SCHEDULE PROJECT NO.: 17-028 COMPACTED IN 9" LIFTS TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY WIRE REINFORCEMENT CONFORMING TO ASTM A-185. SUPPLY IN FLAT S-302 TYPICAL FOUNDATION DETAILS-1 DRAWN/CHK BY: XC/MK-DRP PER ASTM D-1557. REMOVE UNSUITABLE FILL AND REPLACE WITH SHEETS ONLY. LAP SPLICE ONE CROSS WIRE SPACING PLUS TWO INCHES. 3. PROVIDE ANCHOR EMBEDMENT, SPACING AND EDGE DISTANCE AS SHOWN CONTROLLED FILL AS REQUIRED FOR SOUND PLACEMENT OF ON THE DRAWINGS. S-303 TYPICAL FRAMING DETAILS-1 SCALE: AS NOTED FOUNDATIONS. DWG NO.: 6, IN ADDITION TO SPECIFIED REINFORCING,PROVIDE 5 TONS OF REINFORCING BARS TO BE DETAILED,FABRICATED,DELIVERED TO SITE AND PLACED AS CHEMICAL ADHESIVE FOR ANCHORING REINFORCING BARS,THREADED (t D 5. SOIL-SUPPORTED FOOTING SHALL BE FOUNDED UPON UNDISTURBED DIRECTED BY THE ARCHITECT/ENGINEER TO ACCOUNT FOR BARS AND ANCHOR BOLTS NATURAL SUBGRADE(OR CONTROLLED COMPACTED FILL)WITH A 0 C-001 - 00 OO . OO MINIMUM BEARING CAPACITY AS NOTED AND AS FIELD VERIFIED AND 1. USE AN EPDXY,ACRYLIC OR POLYESTER RESIN ADHESIVE SYSTEM SUCH AS v APPROVED BY THE CONTRACTOR'S SOIL INSPECTION AGENCY. THE BOTTOM OF THE FOOTING ELEVATIONS AND BEARING CAPACITIES AS THE HILTI HIT HY200,ITW RAMSET/RED HEAD EPCON A7 OR C6 INJECTION M1 2 3 2018 PAGE 1 O Q TO►vj-d 0,5G' ''QLD DRPILLA LEGEND: DOMINICK R. PILLA ASSOCIATES IS 845.727.7793 2 646307.4940 ROOF/FLOOR JOIST ® drpilla.com ® drpilla-ea.com Q 23 Depew Avenue Q 5 Colombus Circle,8th Fl HEADER/BEAM Nyack,NY,10960 New York,M1;10019 NON-BEARING WALL/ BOUNDARY OF FLOOR ��, CONC.FOUNDATION WALL CONC.FOOTING LINE/ BEARING WALL BELOW — TIMBER JOISTS PER PLAN 1 6X6 WOOD POST aPOST UP Q POST DOWN SW-# SHEAR WALL-SEE S-301 FORSCHEDULE CW-# CONRETE WALL- SEE S-301 FORSCHEDULE it 0.. o WALL FOOTING-SEE S-301 I WF-9 FORSCHEDULE I - --- r --- -- -- -- - - -I Wr7� I SHEET NOTES: Q 01 CONTRACTOR TO VERIFY LOCATION AND DIMENSIONS ON SITE(MODULES) ¢ U I 11 0 I AREA OF WORK NOTIFY DRPILLA IF CONDITIONS DIFFER i q TYP. I FROM PLAN. I + I I I/S302 02 ALL LVL MEMBERS IN THIS PROJECT ARE MICROLLAM 2.0E 1%"x LVL(OR EQ.)SEE Q I 6- . DEPTH ON PLANS.FOR TYPICAL NAILING w I o AND PLYWOOD SEE S-301. 03 TYP.ROW OF BLOCKING.AT WOOD I I FRAMING,PROVIDE 2X MEMBER TO I I MATCH JOIST DEPTH @8'-0"O.C.MAX. FDN SIZE+ 1'-0"ATEA.SIDE ® ELEVATOR SHAFT PER ELEVATOR MANUAL(BY OTHER) I I I I r r REVISIONS: -' NO. DATE DESCRIPTION 6 I 12/14/2017 MATCH ARCH. CHANGES I I TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE 1/0 EXISTING BUILDING REFERENCE USE ONLYAPPLICABLE MINIMUM BUILDING CODES. �O WORK) RK)l THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL `l�I VV SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF zl' DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND r THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER d MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF DOMINICK R.PILLA ASSOCIATES,P.C. t ;,r PROJECT: FISHERS ISLAND THE GLOAMING & MONTAUK AVE. FISHERS ISLAND, NY 06390 I FOUNDATION PLAN I SEAL AND: IGNATURE: I I ' I I ------------------= pf NEW I I will I ` -- �t�` 074213 k►'� ES � � _ DOMINICK R. PILLA, P.E., R.A. NY P.E.074213-1 NY R.A. 027028-1 i ISSUE: FOR PERMIT DATE: 08-01-2017 I p PROJECT NO.: 17-028 �________________ DRAWN/CHK BY: XC/MK-DRP _ SCALE: AS NOTED i ( ems- -1 - - - ir'` DWG NO.: I -- -- - -- -- --- - -- -- -- -- -- -- -- -- -- - --- - --- - -- - I S- 100 - 00 NOTES: I PAGE 2 OF 9 1. SEE ARCH.PLAN FOR OVERALL DIMENSIONS AND N ELEVATIONS.CONTRACTOR TO VERIFY CONDITIONS 1 FOUNDATION PLAN ON SITE. SCALE: 1/4"=1'-0" DRPOLLA LEGEND: DOMINICK R. PILLA ASSOCIATES 2 845.7271793 2 646307.4940 ROOF/FLOOR JOIST ® drpilla_com ® dipilla-eacom 23 Depew Avenue Q 5 Colombus Circle,8th FI HEADER/BEAM Nyack,NY,10960 New York,NY,10019 NON-BEARING WALL/ BOUNDARY OF FLOOR CONC.FOUNDATION WALL E--__] CONC.FOOTING LINE/ BEARING WALL BELOW +— TIMBER JOISTS PER PLAN 6X6 WOOD POST aPOST UP Q POST DOWN SW-# SHEAR WALL-SEE S-301 FORSCHEDULE CONRETE WALL-SEE S-301 �- CW-# FOR SCHEDULE I WALL FOOTING-SEE S-301 N AREA OF WORK WF-# FOR SCHEDULE a a a N I I SHEET NOTES: I 01 CONTRACTOR TO VERIFY LOCATION I SLAB ON GRADE AND DIMENSIONS ON SITE(MODULES) NOTIFY DRPILLA IF CONDITIONS DIFFER RAMP BY OTHERS FROM PLAN. 1 (2) 11 %"LVL LEDGER F2 ALL LVL MEMBERS IN THIS PROJECT ARE l MICROLLAM 2.0E 13/4"x LVL(OR EQ.)SEE I/S302 DEPTH ON PLANS.FOR TYPICAL NAILING AND PLYWOOD SEE S-301. I 3/S3 3 03 TYP.ROW OF BLOCKING.AT WOOD CWT I (SIM) FRAMING,PROVIDE 2X MEMBER TO Q� I U I q l MATCH JOIST DEPTH @8'-0"O.C.MAX. ; ; ® ELEVATOR SHAFT PER ELEVATOR MANUAL(BY OTHER) I I >00 I v NOTE#1 i - -- - - _ - - NNECT(2) 11 s REVISIONS: 'LVL LEDGER TO EXIST.RIM JOIST. — 307 a -- NO. DATE DESCRIPTION f300 PL FA T D ': a 1 12/14/2017 MATCH ARCH. CHANGE S _ ! / 71 , e f - I ` `" DRPILLA LEGEND: DOMINICK R. PILLA ASSOCIATES 2 845327-7793 8 646307.4940 ROOF/FLOOR JOIST ® drpillacom ® drpilla-ea.com V 23 Depew Avenue Q 5 Colombus Grcle,8th F l HEADER/BEAM Nyack,NY,10960 New York,NY,10019 -1 NON-BEARING WALL/ BOUNDARY OF FLOOR - 71 CONC.FOUNDATION WALL CONC.FOOTING LINE/ BEARING WALL BELOW �— TIMBER JOISTS PER PLAN 6X6 WOOD POST U POST UP Q POST DOWN SW-# SHEAR WALL-SEE S-301 FORSCHEDULE CW-# CONRETE WALL-SEE 5-301 AREA OF WORK FORSCHEDULE WF-# WALL FOOTING-SEE S-301 FOR SCHEDULE 6'-5%"-SWI a: I (2) 113/8"LVL EDGE -� SEE 4/S303 FOR SHEET NOTES: ELEVATOR WALL FRAMING CONTRACTOR TO VERIFY LOCATION t I AND DIMENSIONS ON SITE(MODULES) NOTIFY DRPILLA IF CONDITIONS DIFFER FROM PLAN. I \ a 2MALL LVL MEMBERS IN THIS PROJECT ARE MICROLLAM 2.0E 1%"x LVL(OR EQ.)SEE DEPTH ON PLANS.FOR TYPICAL NAILING (2) 11 8"LVL AND PLYWOOD SEE S-301. I I I M3 TYP.ROW OF BLOCKING.AT WOOD FRAMING,PROVIDE 2X MEMBER TO MATCH JOIST DEPTH @8'-0"O.C.MAX. I t a I F- ® ELEVATOR SHAFT PER ELEVATOR I Q I p I Q MANUAL(BY OTHER) w I t W a I 0 _._—_... ——————— REVISIONS: NO. DATE DESCRIPTION I I I I I I 1 12/14/2017 MATCH ARCH. CHANGES NOT #1 I I e, CONNECT(2) 11 '/8" - -LVL LEDGER TO / EXIST.RIM JOIST. F 404 0 LF UNFA T R D r ' TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, ✓ THE PLANS AND SPECIFICATIONS COMPLY WITH THE EXISTINGBUILDING REFERENCE USE ONLY e f' APPLICABLE MINIMUM BUILDING CODES. /_ ' / �✓ O TT THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL WTO SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND / I SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF � I DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND !i I THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR e ` REPRODUCED DiGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF d _ DOMINICK R.PILLA ASSOCIATES,P.C. e PROJECT: i FISHERS ISLAND P e THE GLOAMING & MONTAUK AVE. FISHERS ISLAND, NY 06390 r s dor- NE;V ,� �KFt1CHAR,� O , ------------------------------------------------------------ -- --- -- -- -- -- --- -- -- -- -- --- -- -- -- -- --- -- -- - -- � pc i I %, a 0742'13 • 71 I DOMP� PILLA, E 0742131NYER.A I 027028-1 I I I ISSUE: FOR PERMIT I I DATE: 08-01-2017 ------- --a®---------------- PROJECT NO.: 17-028 DRAWN/CHK BY: XC/MK-DRP SCALE: AS NOTED DWG NO.: S- 102 . 01 I PAGE 40F 9 NOTES: 1. MANUFACTURER OF EXIST.MODULAR BLDG. SHALL ('I 2ND FLOOR FRAMING PLAN VERIFY CAPACITY OF EXISTING. SEE UNFACTORED REACTION LOAD ON PLAN. CONTRACTOR TO VERIFY SCALE: 1/4"=1'-0" SITE CONDITIONS.NOTIFY DRPILLA IF CONDITIONS DIFFER FROM PLAN. DRPOLLA LEGEND: DOMINICK R. PILLA ASSOCIATES a 84S.727J793 $ 646307.4940 ROOF/FLOOR JOIST ® drpillacom ® dipilla-eacom Q 23 Depew Avenue Q S Colombus Circle,8th fl HEADER/BEAM Nyack,NY,10960 New York,NY,10019 E_ NON-BEARING WALL/ BOUNDARY OF FLOOR CONC.FOUNDATION WALL E___] CONC.FOOTING LINE/ BEARING WALL BELOW �— TIMBER JOISTS PER PLAN 6X6 WOOD POST aPOST UP Q POST DOWN SW-# SHEAR WALL-SEE S-301 FORSCHEDULE AREA ORK CW-# CONRETE WALL- SEE S-301 FORSCHEDULE WF-# WALL FOOTING-SEE S-301 6f-V2" SWl Al FORSCHEDULE 1 (2) 11 %"L-VL EDGE SHEET NOTES: SEE 4/S303 OR -- ELEVATOR ALL �a F1 CONTRACTOR TO VERIFY LOCATION FRA ING j a I AND DIMENSIONS ON SITE(MODULES) 3 I > U NOTIFY DRPILLA IF CONDITIONS DIFFER FROM PLAN. 02 ALL LVL MEMBERS IN THIS PROJECT ARE MICROLLAM 2.0E I%"x LVL(OR EQ.)SEE - DEPTH ON PLANS.FOR TYPICAL NAILING I (2) 16"LVL° - I AND PLYWOOD SEE S-301. I I F3 TYP.ROW OF BLOCKING.AT WOOD y I FRAMING,PROVIDE 2X MEMBER TO MATCH JOIST DEPTH @8'-0"O.C.MAX. i ® ELEVATOR SHAFT PER ELEVATOR I w l o I W 5/S303 MANUAL(BY OTHER) - Q I I > Co STR.GRADE 6X6 WD POST I �° ABOVE EXIST.BEARING WALL I I �% REVISIONS: (V.I.F.)5.5k REACTION NO. DATE DESCRIPTION (UNFACTORED)PROVIDE I SOLID BLOCKING AS NEEDED NOTE72 12/14/2017 MATCH ARCH. CHANGES - - ONNECT(2) 1 � ®.. — — — ———— --- — — — ---- __=- — — LVL LEDGER TO / 31 3, EXIST.RIM JOIST. 0 P F UNF C ORE I s ffi �f' I I I I I I TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE EXISTING BUILDING REFERENCE USE ONLY I I APPLICABLE MINIMUM BUILDING CODES. (NO `�jO�FJ u l I THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL Y Y J 1 I SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND �I �/ I THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR — '� I I REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER IMANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF I DOMINICK R.PILLA ASSOCIATES,P.C. Is i PROJECT: FISHERS ISLAND ' I C THE GLOAMING & MONTAUK AVE. I I FISHERS ISLAND, NY 06390 JVAI ROOF FRAMING PLAN u fI I 2 SEAL AND SIGNATURE: V 8 I (2)STR. GRADE 6X6 WD POST, I 3AK REACTION AT EA.POST I I (UNFACTORED) co Op°� L-----J NOTE#1 ��' 074213 4i�b DOMINICK R. PILLA, P.E., R.A. NY P.E. 074213-1 NY R.A. 027028-1 ISSUE: FOR PERMIT DATE: 08-01-2017 PROJECT NO.: 17-028 DRAWN/CHK BY: XC/MK-DRP SCALE: AS NOTED NOTES: DWG NO.: 1. MANUFACTURER OF EXIST.MODULAR BLDG. SHALL VERIFY CAPACITY OF EXIST.BEARING MEMBER BELOW S- 103 - 01 PROP.POST. SEE UNFACTORED REACTION LOAD ON PLAN. CONTRACTOR TO VERIFY SITE CONDITIONS. NOTIFY DRPILLA IF CONDITIONS DIFFER FROM PLAN. 2. MANUFACTURER OF EXIST.MODULAR BLDG. SHALL PAGE 50F 9 VERIFY CAPACITY OF EXISTING. SEE UNFACTORED LOAD ON PLAN.CONTRACTOR VERIFY SITE C (T� ROOF / 3RD FLOOR FRAMING PLAN SITE CONDITIONS.NOTIFY DRPILLA IF CONDITIONS DIFFER FROM PLAN. SCALE: 1/4"=1'-0" DI LEGEND: DOMINICK R. PILLA ASSOCIATES 2 845.727.7793 $ 646.307.4940 ROOF/FLOOR JOIST ® drpilla.com E drpilia-ea.com Q 23 Depew Avenue Q 5 Colombus Circle,8th FI HEADER/BEAM Nyack,NY,10960 New York,NY,10019 NON-BEARING WALL/ BOUNDARY OF FLOOR =:,7 CONC.FOUNDATION WALL E____] CONC.FOOTING LINE/ BEARING WALL BELOW — TIMBER JOISTS PER PLAN 1 6X6 WOOD POST aPOST UP Q POST DOWN SW-# SHEAR WALL-SEE S-301 FOR SCHEDULE CW-# CONRETE WALL-SEE S-301 FOR SCHEDULE AREA OF WORK WF-# WALL FOOTING-SEE S-301 FOR SCHEDULE _ (2) 11 %"LVL EDGE SHEET NOTES: SEE 4/S303 FOR O ❑1 CONTRACTOR TO VERIFY LOCATION ELEVATOR WALL `° I AND DIMENSIONS ON SITE(MODULES) FRAMING Ua '1 I > I NOTIFY DRPILLA IF CONDITIONS DIFFER I > I \ 1 FROM PLAN. I o4 x F2 ALL LVL MEMBERS IN THIS PROJECT ARE 3 MICROLLAM 2.0E I3/"x LVL(OR EQ.)SEE - DEPTH ON PLANS.FOR TYPICAL NAILING I Q (2) 11 VL Q Q I AND PLYWOOD SEE S-301. w l �V I � I Ai ❑3 TYP.ROW OF BLOCKING.AT WOOD q j FRAMING,PROVIDE 2X MEMBER TO a MATCH JOIST DEPTH @8'-0"O.C.MAX. > ® ELEVATOR SHAFT PER ELEVATOR MANUAL(BY OTHER) I O I > , 04 >.1 NOTE92 1 - � I .� REVISIONS: I (4) 11 %"LVL HEADER ON I 7-49"o I NO. DATE DESCRIPTION EXISTING BEARING WALL (V.I.F.)2.7 KIPS -3/� 12/14/2017 MATCH ARCH. CHANGES UNFACTORED REACTION NOTE#1 I STR.GRADE 6X6 WD POST ON EXIST. - - -- - -- - - - - -- - - - - -- - - - - -- - -- - - BEARING WALL(BELOW) I I (V.I.F.)PROVIDE SOLID I BLOCKING AS NEEDED 2.7 a KIPS UNFACTORED REACTION I l f I 00 z x I I o I I V] I I I TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE x EXISTING BUILDING REFERENCE USE ONLY I I APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL W (NO WORK) I I SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND U I SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND I I SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANH �"� I i I DOMINICK WITHOUTER NIC R.PILLA ASSOCIATES P.C. CONSENT OF C 00 r. I PROJECT: FISHERS ISLAND .. I THE GLOAMING & MONTAUK AVE. I I I FISHERS ISLAND, NY 06390 I I I I (3) 11 '/"LVL HEADER, I ROOF CANOPY FRAMING PLAN SISTER TO EXIST.HEADER 1 -- SEAL AND SIGNATURE: - - _ -- -- _ _ -- ---= - ---- - ---__ _T-------------- _ -_ _- _ - -- ------ ---- --- (2)STR. GRADE 6X6 WD1 POST 2 HEADER NOTE#1 �(,®re NE� POST,MATCH EXIST.POST, 5303 CO SEE ARCH.PLAN NN. 5303 JOINT R1GH4 D,a CO SITE-BUILT CANOPY BY OTHER, SEE ARCH.DETAIL EDGE OF EXIST.ROOF CANOPY ±4'-4%" �Z�E' 074213 SEE ARCH. �IFFE8s DOMINICK R. PILLA, P.E., R.A. NY P.E. 074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 08-01-2017 PROJECT NO.: 17-028 DRAWN/CHK BY: XC/MK-DRP SCALE: AS NOTED DWG NO.: NOTES: 1 O 4 , O 1 1. PROVIDE SIMPSON MSTA49 TIE AT EACH PT.POST, WRAP AROUND THE POST AND HEADER,MIN.20" LENGTH ON POST(MULTIPLE TIES W/OVERLAY MAY BE NEEDED) 2. MANUFACTURER OF EXIST.MODULAR BLDG. SHALL I PAGE 60F 9 VERIFY CAPACITY OF EXISTING. SEE UNFACTORED REACTION sTFYPIL F VERIFY LOADNODCONDITIONS 1 ROOF CANOPY / BULKHEAD FRAMING PLAN DIFFER FROM PLAN. SCALE: 1/4"=V-0" DRPOLLA DOMINICK R. PILLA ASSOCIATES 2 845.727.7793 2 646.307.4940 drpilla.com drpilla-ea.com CONCRETE WALL SCHEDULE SIMPSON HANGER/CONNECTOR NAILING SCHEDULE o 23DepewA0960 Q New York NY,10le,8thFl Nyack,NY,10960 New York,NY,10019 W REINFORCING NAIL/BOLT SCHEDULE CONNECTION NAILING MARK WIDTH INTERIOR FACE EXTERIOR FACE* REMARKS , VERTICAL H RI O Z. VERTICAL HORIZ. 1.JOIST TO SILL OR GIRDER,TOENAIL 3-8d JOISTBEAM SIMPSON FASTENERS INTO FASTENERS INTO FASTENERS INTO 2.BRIDGING TO JOIST,TOENAIL EACH END 2-8d CW-1 10" 95@12" #5@12" #5@12" #5@12" (HANGING MEMBER) FASTENER JOIST/BEAM/TRUSS GIRDERMEADER STUD 3. 1"x6"SUB-FLOOR OR LESS TO EACH JOIST,FACE NAIL 2-8d (3)LVL TO LEDGER/ HGUS5.50/12 (20) 16d (56) 16d N/A 4.WIDER THAN 1"x6"SUB-FLOOR TO EACH JOIST,FACE NAIL 3-8d HEADER - - - 5.2" SUB-FLOOR TO JOIST GIRDER,BLIND AND FACE NAIL 2-16d 1. TYPICAL FDN WALL AND FOOTING SEE DETAIL ON 5-302 HEADER *NOTE: LVL TO LEDGER/ H1 US410 (10) 16d (30) 16d N/A 6. SOLE PLATE TO JOIST BLOCKING,TYP.FACE NAIL 16d AT 16"O.C. H (1)LVL TO HEADER HUS1.81/10 (10) 16d (30) 16d N/A SOLE PLATE TO JOIST OR BLOCKING,AT BRACED WALL PANELS 3-16d PER 16" 7.TOP PLATE TO STUD,END NAIL 2-16d 6X6 WOOD COLUMN A (4)MACHINE (2)MCHINE CAP CC,ECC BOLTS BOLTS N/A8.STUD TO SOLE PLATE 4-8d,TOENAIL OR 2-16d,END NAIL - - 9.DOUBLE STUDS,FACE NAIL 16d AT 24"O.C. TYP.ROOF JOIST TIE H8 (5) 10d x 1 z" (5) 10d x I %" N/A 10.DOUBLED TOP PLATES,TYP.FACE NAIL 16d AT 16"O.C. T T ROOF/HEADER TO MSTA49 TOTAL(26) 10d DOUBLE TOP PLATES,LAP SPLICE 8-16d FOOTING SCHEDULE V LE POST 11.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOENAIL 3-8d 1 1�V ►J ROOF CANOPY POST HDU4 (�0)y4x2�YY' SDS�TOEA`CHPOST(UP�PERLOWER) REINFORCING TO PREFAB.BOX2.5 12.RIM JOIST TO TOP PLATE,TOENAIL 8d AT 6"O.C. -SDS MARK SIZE CONTINUOUS TRANSVERSE REMARKS 13.TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d WxLxD BOTTOM TOP BOTTOM TOP 14.CONTINUOUS HEADER,TWO PIECES 16d AT 16"O.C.ALONG EACH EDGE ELEVATOR 15.CEILING JOISTS TO PLATE,TOENAIL 3-8d WF-1 1-6 (D)x SIZE PER PLAN #5@12 #5@12 #5@12 #5@12 PIT 16.CONTINUOUS HEADER TO STUD,TOENAIL 4-8d ROOF 09L _ 17.CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d 18. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL BEARING ON TOP PLATE 3-16d SUPPORTED OF RAFTER(TRAY CEILING) SEE DETAIL ]9.NOT USED N/A 20. 1" BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d 21. 1"x8" SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-8d 22.WIDER THAN 1"x8" SHEATHING TO EACH BEARING,FACE NAIL 3-8d 23.BUILT-UP CORNER STUDS 16d AT 12"O.C. 25.2"PLANKS,AT EACH BEARING 2-16d / 26.RIM BOARD TO JOIST,FACE NAIL 3-10d NOTE: CONNECTIONS SHOWN ARE MINIMUM REQUIREMENTS UON ON PLAN. IF CONFLICT EXISTS BETWEEN TABLE SHOWN,ARCHITECTURAL DRAWINGS,ENGINEERED LUMBER MANUFACTURE SPECIFICATIONS OR LOCAL BUILDING CODE USE MOST STRINGENT. ALL NAILS USED IN LOCATIONS EXPOSED TO WEATHER TO BE CORROSION RESISTANT. REVISIONS: NO. DATE DESCRIPTION 12/14/2017 MATCH ARCH. CHANGES NAIL PLYWOOD TO BOTTOM PLATES USING EDGE HDU14-SDS2.5 W/(30) NAILING PER SCHEDULE %4"0 X 2%2"WOOD SCREWS 4'-0"MIN ATTACH DECK TO PANEL INTERMEDIATE SUPPORTS @ 12" LENGTH O.C. STRUCTURAL PLYWOOD INTERMEDIATE FLOOR PANELS WITH 24"O.C. SPAN _ 2'-0"MIN RATING PER SCHEDULE PANELWIDTH �_� I ATTACH PANELS TO EACH CONT.HEADER PER PLAN I V I JOIST 1/2"FROM EDGE I.I USING BOUNDARY ATTACH DECK TO _ SPACING PER SCI{EDIJLE TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, DOUBLE TOP PLATE - J BOUNDARY EDGE - - THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES, SUPPORTS PER Till ' WHEN REQUIRED PER -----i_ �� + SCHEDULED SPACING I Q THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SCHEDULE PROVIDE 2X4 SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND __- + SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND _ ALL PANELS TO I I I I I 'SOLD BLOCKING LAID FLAT SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF F SPAN PERPEND. i BETWEEN JOISTS. ATTACH DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND PLYWOOD SHEATHING --- ]O JOISTS S '_ ' PLYWOOD TO BLOCKING THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER PER SCHEDULE __ �� F I USING EDGE SPACING MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF BUTT PANELS AT ' ' ' ' ' DOMINICK R.PILLA ASSOCIATES,P.C. PROVIDE BLOCKING AT ALL - JOISTS FASTEN AND _I -__ � PROJECT: PLYWOOD EDGES PROVIDE STAGGERED I I I JOISTS PER PLAN EDGE NAILS PER FISHERS I S LA N D SCHEDULES SPACING THE GLOAMING & MONTAUK AVE. FISHERS ISLAND, NY 06390 WALL STUD @16"O.C.TYP SUB-FLOOR SCHEDULE PANEL NAIL FASTENER SPACING BLOCKING TYP. DETAILS AND SCHEDULE 6X6 WOOD COLUMN 6X6 WOOD COLUMN DECK# THICKNESS SIZE BOUNDARY EDGE REQUIREMENT LOCATION YES OR NO 1 23/32 #10 @6"O.C. @6"O.C. NO TYP.MIN. SEE SCREW _ ARCH.PLAN FOR SEAL AND SIGNATURE: MORE INFO 2X BOTTOM PLATE - - - ---- ��®¢�N E� }►® NAIL PLYWOOD TO BOTTOM SIMPSON HHDQ14-SDS2.5 �� \F1\GK ®A� PLATES USING EDGE WITH(30)40x2%2"WOOD Co 0� SCREWS AND SSTBTB36 1"0 NOTE:ALL INDIVIDUAL PLYWOOD PANELS Q NAILING PER SCHEDULE ANCHOR BOLT CAST INTO TOP MUST SPAN A MINIMUM OF 4 JOISTS(3 SPACES) " a /r4 OF WALL(40"EMBED.) 1 TYP. FLOOR SUBFLOOR ATTACHMENT st FLOOR Hc�`PLAN VIEW Q 074213 SCALE: N.T.S. �0��$� A II II DOMINICK R. PILLA, P.E., R.A. SHEAR WALL SCHEDULE NY P.E. 074213-1 NY R.A. 027028-1 CONCRETE WALL ISSUE: FOR PERMIT MARK SHEATHING SILL PLATE EDGE NAILING FIELD NAILING DATE: 08-01-2017 THICKNESS BOLTING PROJECT NO.: 17-028 SW-1 15/32" 3/4"-0 A36 THREADED 8d @ 4"O.C. 8d @ 12"O.C. DRAWN/CHK BY: XC/MK-DRP RODS @ 12"O.C. SCALE: EPDXIED 6" EMBEDMENT DWG NO.: NOTE: ALL SHEAR WALL TO BE FRAMED WITH 2x6 STUDS @ 16"O.C.AND TO S-301 . 00 BE SHEATHED WITH STRUCTURAL I PLYWOOD SHEATHING ('2_N WOOD SHEAR WALL TYPE S W 1 ELEVATION SCALE: 1/2" = 1'-0" PAGE 70F 9 DF51PILLA DOMINICK R. PILLA ASSOCIATES 2 845.727.7793 `t3 646.307.4940 ® drpilla.com drpilla-ea.com Q 23 Depew Avenue Q 5 Colombus Circle,8th FI SIMPSON HOEDOWN Nyack,NY,10960 New York,NY,10019 PERSCHEDULE SIMPSON HOLDOWN PER SCHEDULE 1"0 A36 THREADED ROD CAST-IN(MIN 40° p° WOOD POST PER PLAN o° 1"O A36 THREADED ROD WOOD POST PER PLAN EMBED.) FLOOR FINISH PER CAST-IN(MIN 40" ARCH. EMBED.) 8"ELEVATOR PIT SLAB T.O.FDN o SEE 3/5302 8"ELEVATOR PIT SLAB h PER ARCH.PLAN O ER ARCH.PLAN SEE 3/5302 9 Y , NIF • � • ° d d 2„ . • •. 2 00 ° ° 2.. 2„ w ° ° ° ° a 4 MIN.(2)HORZ.BAR IN STEM • ° c d ° Q • ° d ° • � ° 6" SEE ° d ° ° E ARCH.DET. GRADE � r ° d ' 1P /. ° GRADE GRADE \ \%\//\ \` GRADE ,/ / /�//� , \✓ / 8" SLAB ON GRADE SEE \ \ \ C� . E 3/5302 � / / / / / / � �r , LAP PER •d / / / \ CNDU�E SCHEDULE / ° \\ \\ \\ \\ \\ \\ \\ \\ ° / /�, BACKFILL /\ \ \\ \\ ° /\� // // // // // ° a ,�/\/ ° BACKFILL \\///\///\\//\\// d \/// BY OTHER d • • \��/��/��d • \ \\//\ BY OTHER • • / ° REINF.PER SCHEDULE /\ \ \�� • #4 BAR @ 12"O.C.DRILL • \�\ • #4 BAR @ 12"O.C.DRILL • • AND EPDXY WITH HILTI REINF.PER SCHEDULE AND EPDXY WITH HILTI d° HY-200(MIN 6"EMBED.) ° HY-200(MIN 6"EMBED.) ENTIRE PERIMETER OF ENTIRE PERIMETER OF • SHAFT • • ° • SHAFT d ° d d d °• a d 7 W W d J Q 2x4 SHEAR KEY 2x4 SHEAR KEY REINF.PER SCHEDULE ° r a REINF.PER SCHEDULE COO!) a d T.O.FOOTING U T.O.FOOTING PER ARCH.PLAN • I N ° d oL oL PER ARCH.PLAN s c • 4 d • d C d ° d d ° d d °° dd d ° d d °d � d °d ° °- � ° REVISIONS: U NO. DATE DESCRIPTION A12/14/2017 MATCH ARCH. CHANGES 1 ELEVATOR FOUNDATION SECTION 2 ELEVATOR FOUNDATION SECTION SCALE: 3/4" = F-0" SCALE: 3/4" = F-0" SEE ARCH. PLAN FOR OVERALL DIMENSIONS AND ELEV. SEE ARCH. PLAN FOR OVERALL DIMENSIONS AND ELEV. TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF TL WALL DOMINICK R.PILLA ASSOCIATES,P.C. • • ALLOW 7 DAYS BETWEEN REINFORCEMENT PROJECT: F SECTION'C' ® SEE DRAWINGS AND EITHERAORB. STANDARD HOOK DETAILS FISHERS ISLAND AND EIT SECTIONS'A'&'B'MAY BE THE GLOAMING & MONTAUK AVE. 2ND POUR B • POURED CONCURRENTLY DETAILING HOOK DETAILING DIMENSION A or G DIMENSION FISHERS ISLAND, NY 06390 LAP 24" PER SCHD1 11 PROVIDE VOLCLAY N —_:_3 #5@12"O.C.EA.WAY CENTERED #5@12"O.C. a a WATERSTOP OR D TYPICAL FOUNDATION DETAILS-1 IN SLAB CHAIR TO INSURE N T/3 • T/3 • T/3 APPROVED EQUAL. db db D PROPER POSITION IN SLAB CONST.JOINT LOCATED © + 4db OR — A or G 12db ° ° a MIDWAY BETWEEN ° 2%"MIN d °a a ° ° a ALLOW 7 DAYS COLUMNS.FIELD `�' 1800 HOOK 900 HOOK SEAL AND SIGNATURE: 0o 77,_----- --a-- ° ° ° a q BETWEIN POURS LOCATION OF JOINTS ARE ~ LAP 1.31d d4 d ° ° C1i a d ° OF SECTION A & B • • AT ALL TIMES SUBJECT - % o o a d i� RECOMMENDED END HOOKS,ALL GRADES RN E Q ° TO ARCH.APPROVAL. J' o o�o� o� l80°HOOKS 90°HOOKS GK HOo l� �Yr�c ;,�)��)�,�)��'> �1� 1ST POUR A BAR �'' \ ,o �P i/�/� ' - - 'r TYP° - KEY TO EXTEND FROM WALL SIZE D x� / 2"CL 2"x4"KEYWAY • • FOOTING TO UNDERSIDE O REINFORCEMENT A or G J A or G 4 \ r\\� 6"OF CLEAN CRUSHED `�' TYP ° OF FLOOR SLAB UNLESS A SEE DRAWINGS #3 2%" 5" 3" 6" COMPACTED STONE. ¢ NON-ORGANIC OTHERWISE NOTED OR ° a #4 3" 6" 4" 8" COMPACTED a DETAILED ON DRAWINGS BACKFILL #5@12"O.C. a a #5 3%" 7" 5" _ 10" �Z�� ®74213 �$b� EXTERIOR SLAB a ° #6 4%" 8" 6" o� a TYPE A TYPE B #7 5Y41' io -- 7" 1'-2" #8 6" IV 8" 1'-4" DOMINICK R. PILLA, P.E., R.A. NOTES: NOTES: NY P.E. 074213-1 NY R.A. 027028-1 -SEE ARCHITECTURAL DRAWINGS FOR SLOPING AND #9 9%" 11%4" 1'-7" WATERPROOFING REQUIRMENTS AT EXTERIOR SLABS CORNERS INTERSECTIONS 1. LENGTH OF POUR LIMITED TO 40'-0"AND 3 TIMES THE WALL HEIGHT. #10 104" 1'-5" 1'-14" 1'-lo" ISSUE: FOR PERMIT 2. CONTROL JOINT SHALL BE PLACED NO FARTHER THAN 10'-0"FROM ANY CORNER. - DATE: 08-01-2017 SCHEDULED HORIZONTAL AND VERTICAL 3. USE OF JOINT TYPE'A'OR'B'IS AT CONTRACTOR'S OPTION. #11 12" 1'-7" 1'-2%" 2'-0" PROJECT NO.: 17-028 REINFORCING NOT SHOWN FOR CLARITY 4. FOR WATERPROOFING,SEE ARCHITECTURAL DRAWINGS.5. FOLLOW ACI 224.5R DRAWN/CHK BY: XC/MK-DRP SCALE: 3 TYPICAL SLAB ON GRADE DETAIL 4 TYPICAL HORIZONTAL REINFORCING 5 TYP. WALL CONSTRUCTION JOINT DETAIL DWG NO.: CONCRETE TIE BEAMS, WALLS, AND FOOTINGS 11'_j SCALE: 1"=1'-0" S-302 . 00 I PAGE $OF 9 DPOLLA I ' DOMINICK R. PILLA ASSOCIATES 2 845.727.7793 IS 646.307.4940 C.L. FINISH PERp p ® drpilla-ea.com ARCH.PLAN 0 23 Dep ewAvenue Q 5 Colombus Circle,8th FI Nyack,NY,10960 New York,NY,10019 PT.WD POST PER PLAN ' `r O O (2)%"0 A307 THRU BOLTS I W/NUTS T/B HEADER PER PLAN Y"O A307 THROUGH BOLTS W/WASHER LEDGER PER PLAN /"0 A307 THROUGH BOLTS W/WASHER @12"O.C. STAGGERED.4"T/B EDGE @16"O.C. STAGGERED.4"T/B EDGE EXIST.FLOORING DISTANCE.6"EDGE DISTANCE AT DISTANCE.6"EDGE DISTANCE AT HEADER END. FRONT VIEW LEDGER END. (BY OTHER) � � � � FRONT VIEW SEE NOTE#1 EXIST.RIM JOIST(V.LF.) 611 MIN.(2) 11 %"LVL,ADD'L 1'-4" (TYP.) 1'-4"(TYP.) END BLOCKING AS RE 6" 1'-0" 1'-0" 6" EXIST.(2)LVL HEADER Q. SEE NOTE#1 Y SIMPSON TIEDOWN CONN. TO EXIST.RIM MODULE POST(BY OTHER), 0 O INTERIOR CONNECTOR AND FASTENER PER SCHEDULE ON S301 j �" / j/ PROP.LEDGER {{ EXTERIOR EXIST.MODULE POST/ — PROP. 3 11�/" 3/"0 THROUGH CUT EXIST.L(LI)LVL EXTERIOR FACE TO PROP.LVL LEDGER ( ) %"0 THROUGH END OF PROP.LEDGER STRUCTURAL MEMBER(BELOW) — LVL HEADER BOLTS W/WASHER ACCOMMODATE JOINT PER PLAN BOLT W/WASHER (V.LF.) NAILING PER CONN. SEE NOTE#1 SCHEDULE TOP VIEW TOP VIEW ('I CANOPY POST TO MODULE BELOW 2 ROOF CANOPY JOINT CONN. 3 TYPICAL LEDGER TO EXIST. RIM CONN. SCALE: 1-1/2" = V-0" SCALE: 1-1/2" = V-0" SCALE: 1-1/2" = V-0" NOTE: CONTRACTOR TO VERIFY EXIST.MEMBER BELOW PROP.POST. NOTE: 1. WHEN CONN.LEDGER TO CONC.FDN,USE 34"O ANCHOR W/3%2"EMBED AND BY-200 EPDXY,INSTEAD.PROVIDE 6"BOLT TO T.O.WALL DISTANCE(TYP.) 2. CONTRACTOR TO VERIFY EXIST.MEMBER,NOTIFY DRPILLA IF REVISIONS: _ CONDITIONS DIFFER FROM DETAIL. NO. DATE DESCRIPTION A12/14/2017 MATCH ARCH. CHANGES 16"LVL HEADER PER PLAN PLYWOOD PER TYPICAL DETAILS PLYWOOD PER TYPICAL DETAILS FLOOR FRAMING i11 PER PLAN j !I TO THE BEST OF THE SIGNING PROFESSIONAL'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 16 LVL HEADER PER PLAN THE ENTIRE CONTENTS OF THIS DOCUMENT,INCLUDING ALL SKETCHES,PLANS,STUDIES,DRAWINGS,SCHEDULES,AND SPECIFICATIONS,AND ALL COPYRIGHTS THEREIN,ARE AND SHALL REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF I it I j DOMINICK R.PILLA ASSOCIATES,P.C. THE DOCUMENTS AND THEIR CONTENTS MAY NOT BE USED,PHOTOCOPIED OR I I REPRODUCED DIGITALLY,ELECTRONICALLY OR IN ANY OTHER MANNER WITHOUT THE EXPRESS WRITTEN CONSENT OF it DOMINICK R.PILLA ASSOCIATES,P.C. JOIST HANGER PER PROJECT: SCHEDULE - ] 4"x11 8"LVL JOIST. CONNECT FISHERS ISLAND LAST JOIST TO 16"HEADER THE GLOAMING & MONTAUK AVE. W/(2)SDS a"x3 2" SCREWS @ 8"O.C. FISHERS ISLAND, NY 06390 ('4' FLOOR SECTION 5 FLOOR SECTION TYPICAL FRAMING DETAILS-1 SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = V-0" SEAL AND SIGNATURE: Ai ®¢ NEI' r CO ooh /nZN fib,' R� 07421 f6i DOMINICK R. PILLA, P.E., R.A. NY P.E. 074213-1 NY R.A.027028-1 ISSUE: FOR PERMIT DATE: 08-01-2017 PROJECT NO.: 17-028 DRAWN/CHK BY: XC/MK-DRP SCALE: DWG NO.: S-303 - 01 PAGE 90F 9 ABBREVIATIONS A/C AIR CONDITIONING A.D.J. ADJACENT A.F,F, ABOVE FINISH FLOOR A.F.S. ABOVE FINISH SLAB A.S.S. ABOVE STRUCTURAL SLAB ALUM, ALUMINUM ANOD, ANODIZED ARCH, ARCHITECT,ARCHITECTURAL < ANGLE & AND RESOLUTION : 4 ARCHITECTURE BD. BOARD BLDG, BUILDING BLK, BLACK B,0. BY OTHERS BOT. BOTTOM ARCHITECTURAL DRAWING SHEET INDEX BR, BRIGHT B. CABINET,CABINETRY A 000 COVER CAT, CATALOG A010 SCHEDULES; INT. DOOR SCHEDULE/DETAILS CEM, CEMENT A020 WINDOW SCHEDULE CEM,WP, CEMINTITIOUS WATERPROOFING A 021 WINDOW DETAILS A 022 WINDOW DETAILS CFM. CUBIC FT. PER MINUTE CHROME A 023 WINDOW DETAILS CL CENTER LINE CLR CLEAR ,w, .�,._, :<.-.....„..,..:,.4_. :.. .t-lyn...t..... w... ,r r: ,N,.r ,, ,.., ,r... _=. _ _., - A 100 SITE PLAN CLG, CEILING C,O. CLEAR OPENING A110 FOUNDATION CONSTRUCTION PLAN COL. COLUMN A 111 FIRST FLOOR CONSTRUCTION PLAN CONC, CONCRETE A 112 SECOND FLOOR CONSTRUCTION PLAN CONSTR. CONSTRUCTION A 113 ROOF BULKHEAD CONSTRUCTION PLAN CONT. CONTINUOUS A 114 ROOF CANOPY CONSTRUCTION PLAN CORR. CORRIDOR C.P. CENTER POINT c A 120 FIRST FLOOR REFLECTED CEILING PLAN C.S, COUNTERSUNK i A 121 SECOND FLOOR REFLECTED CEILING PLAN C.T. CERAMIC TILE A 122 ROOF BULKHEAD REFLECTED CEILING PLAN D, DEPTH OR DEEP A 130 FIRST FLOOR POWER/TELEPHONE PLAN A 131 SECOND FLOOR POWER/TELEPHONE PLAN DEPT, DEPARTMENT . A 132 ROOF BULKHEAD POWER/TELEPHONE PLAN DIA, DIAMETER � z DN. DOWN d 1 �`.' DMPR, DAMPER IA 140 FIRST FLOOR FINISH PLAN DR. DOOR A 141 SECOND FLOOR FINISH PLAN DET. DETAIL F I DWG. DRAWING I : A 142 ROOF FINISH PLAN EA. EACH A 200 EXTERIOR ELEVATIONS E.C. EMPTY CONDUIT A 210 EXTERIOR ELEVATIONS ;.: ELEV. ELECTRICAL �.. I _ A220 BUILDING SECTIONS ENCL. ENCLOSURE"`"'” A 300 WALL SECTIONS EQ. EQUAL A 310 WALL SECTIONS EQUIP. EQUIPMENT - •• EXIST. EXISTING IL 's A 400 MILLWORK DETAIL ENG„ENGR ENGINEER . F.D. FIELD DIMENSION F.F. FINISH FLOOR 1 , — A 500 EXTERIOR DETAILS S F.H. FLATHEAD I ' p � ~} STRUCTURAL DRAWING SHEET INDEX DR PILLA FIN, FINISH .- w EI ) FIXT, FIXTURE `'' S001 GENERAL NOTES FL FLOOR ? # , >_•:$• S 100 FOUNDATION D PLAN s FLUOR, FLUORESCENT j-1 +"c S101 FIRST FLOOR FRAMING PLAN F a g , S, FINISH SLAB S 102 SECOND FLOOR FRAMING PLAN 0 FT, FEET,FOOT ^,. S 103 ROOF FRAMING PLAN is G.A. GAUGE e:. ;it 41; { �" a I ,. S 104 ROOF CANOPY PLAN 14 GAL S 301 TYPICAL DETAILS D V, GALVANIZED AN SCHEDULE i G.C. GENERAL CONTRACTOR '" � '` � *' ,, s i`., a ,, { �: <;t ,.',� ” S302 TYPICAL FOUNDATION DETAILS GD, GROUND I ' }' ( I `"` ' S303 TYPICAL FRAMING DETAILS .,.w......�� 2 f' z.; r {{ G.F,I, GROUND FAULT INTERRUPTED 1 fi GL GLASS GWB GYPSUM WALL BOARD H,CLG. HUNG CEILING �rr y HDWD, AR H D WOOD ,.. ' - HDWR. HARDWARE HM HOLLOW METAL ' H O,A, HEIGHT OVER ALL HORIZ, HORIZONTAL „ HR. HOUR HT, HEIGHT HVAC HEATING VENTING&A/C INCL INCLUDED, INCLUDING °� - �V4� I INSUL. INSULATION JT. JOINT KIT. KITCHEN L LENGTH ` LACQ, LACQUER LAM. LAMINTED ? LAV, LAVATORY LIN. LINEAR '"" L.O.A, LENGTH OVER ALL MANL. MANUAL MANF. MANUFACTURER MAX. MAXIMUM MECH, MECHANICAL MTL. METAL MIN. MINUMUM MISC, MISCELLANEOUS N,C, NO CHARGE NEG, NEGATIVE N.I.C, NOT IN CONTRACT NO., # NUMBER NOM, NOMINAL NTS. NOT TO SCALE O.A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER "^* ' OVERALL DIAMETER OPP. OPPOSITE OPNG, OPENING __ „..: ,,,.�a.,.._,..w. ..._ ..,._... _.,. ., .. w.. PART, PARTITION PL PLATE PLAS, PLASTER PLAS. LAM, PLASTIC LAMINATE PLY, PLYWOOD POL, POLISHED PRELIM. PRELIMINARY PT, PAINT 12/05/17 Q PERMIT SET DESIGN REVISIONS PTD, PAINTED R.A. RETURN AIR RAD, RADIUS 08/07/17 REISSUE BID SET D, ROUND 08/01/17 PERMIT SET REF, REFER05/19/17 BID SET REFR, REFRIGERATOR REG. REGISTER REINF, REINFORCED REQ'D REQUIRED RES. RESILIENT RET. RETURNE RM ROOM L ��0 RDLARCy �J' S.C, SOLID CORE SCHED, SCHEDULE SEC, SECTION SIM, SIMILAR SLNT. SEALANT i SOFF, SOFFIT SPEC, SPECIFICATIONS,SPECIFIED -- SQ, SQUARE S.S. STAINLESS STEEL q� �2050� ®� f , STR,STL. STRUCTURAL STEEL .a N G STRAIGHT STL, STEEL HO `, STOR, STORAGE F19SHE SLAND D D STRUC, STRUCTURE SUSP, SUSPENDED THE GL OA T.B.D, TO BE DETERMINED MING & MONTAUK VENUE , FISHERS ISLAND, Y 06390 FISHERS ISLAND HOUSE TEL. TELEPHON TEMP, TEMPE EDE ELEVATOR ADDITION THK. THICK,THICKNESS T.O. TOP OF THE GLOAMING &MONTAUK AVE. T.C.A. THICKNESS OVERALL FISHERS ISLAND,NY 06390 TOIL, TOILET T.O,W. TOP OF WALL RESOLUTION: 4 ARCHITECTURE T.R, TOP REGISTER ZONING INFORMATION 150 WEST 28TH STREET,SUITE 1902, NEW YORK,NY 10001 TYP, TYPICAL TEL:212.675.9266 www.re4a.com FAX:212.206.0944 U.C. UNDER CUT U.O,N, UNLESS OTHERWISE NOTED COUNTY OF SUFFOLK TAX MAP NUMBER 1000 VEN. VENEER SEC. 010 VERT. VERTICAL VEST, VESTIBULE BLOCK 10 COVER V,I,F. VERIFY IN FIELD LOT 4 RES W, WIDTH W/ WITH W/O WITH OUT IN R-80 DISTRICT; DATE: 12/05/17 WD, BASE WOOD BASE WD, WOOD A000 WIND, WINDOW SCALE: AS NOTED WPF. WATERPROOF COPYRIGHT C RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. R IS 4 RESOLUTION : 4 ARCHITECTURE CL DOOR PANEL 3'-0" CONTACT INFO: -------------------------------- ----------------------- --------•---------- DOOR PANEL i ....... TEAK VENEER MILLWORK HANDI-LIFT: SYMMETRY ELEVATOR DEALER WALL PANELS ADJACENT BORIS GRIGOROV TO&ABOVE DOOR DIRECT; (201) 933-0111 x4382 z CELL; (201) 803-2962 z / 2 114"CASING,TYP. M a a FAX: (201) 933-0050 CL CL BGRIGOROV@HANDI-LIFT,COM LL / LL OFFSET PIVOT HINGES ¢ C DU O Q - o } Q o _ — o a WWW.HANDI-LIFT.COM i� \ ° LL o LL > z I I N 730 GARDEN STREET DOOR—► ;......... \ Q a Y LL LL o w o = a Q CARLSTADT, NJ 07072 7 \ Q u> = � U v J ;o M x SUSTAINABLE FLOORING - - ------- ------ -- ---------- T: (303) 544-6076 U U WWW,SUSTAINABLEFLOORING ,COM c c z TYPE 02 TYPE 01 z CLOSET DOOR ELEVATOR DOOR PAINT GRADE N 1 3/4"SOLID CORE 1 3/4"SOLID CORE FLUSH FRAME&CASING FLUSH PANEL PANEL W/TEAK VENEER TO PAINT GRADE MATCH EXISTING MILLWORK 201 100 200 300 OG TYP. CLOSET DOOR JAMB/HEAD DETAIL 05 DOOR TYPES SCALE: 3"=1'-0" SCALE: 114"=V-0" INTERIOR DOOR SCHEDULE DOOR HARDWARE DETAILS REMARKS LOCATION TYPE OPENING SIZE DOOR PANEL SIZE THICK MATERIAL FINISH HINGE HANDLE PULL STOP CATCH JAMB HINGE JAMB STRIKE HEAD 100 117 1ST FLOOR ELEVATOR LANDING 01 3'-0"X T-0" 3'-0"X b'-11 1/2" 1 3/4" SOLID CORE FLUSH PANEL W TEAK VENEER TO MATCH EXISTING MILLWORK TECTUS CONCEALED HINGE #TE 340 3D BRUSHED CHROME FINISH-146 TBD FLOOR-MOUNTED DOOR STOP:OMNIA#7007 US32D SATIN STAINLESS STEEL FINISH Ol A021 Ol A021 Ol A021 SIM, 1/8"SOLID TEAK EDGE BANDING' 1/2"UNDERCUT TYP. 200 212 2ND FLOOR ELEVATOR VESTIBULE O1 3'-0"X 7'-0" 3'-0"X 6'-11 1/2" 1 3/4" SOLID CORE FLUSH PANEL W1 TEAK VENEER TO MATCH EXISTING MILLWORK TECTUS CONCEALED HINGE#TE 340 3D BRUSHED CHROME FINISH-146 TBD FLOOR-MOUNTED DOOR STOP:OMNIA#7001 US32D SATIN STAINLESS STEEL FINISH Ol A022 Ol A022 01 A022 SIM, 1 8"SOLID TEAK EDGE BANDING; 1/2"UNDERCUT TYP. 201 212 2ND FLOOR ELEVATOR VESTIBULE 02 3'-0"X 6-9" 3'-0"X 6-8 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D.327 PIVOT HINGE-US26D TBD 1 IVES MAGNETIC CATCH #327 NATURAL ALUMINUM FINISH A92 Ob AO10 06 AO10 06/A010 11/2"UNDERCUT TYP. 300 301 ELEVATOR STAIR BULKHEAD 01 3'-0"X 7'-0" 3'-0"X 6-11 1/2" 113/4" SOLID CORE FLUSH PANEL W TEAK VENEER TO MATCH EXISTING MILLWORK lTECT5S CONCEALED HINGE#TE 3403D BRUSHED CHROME FINISH-146 TBD I FLOOR-MOUNTED DOOR STOP:OMNIA#7001 US32D SATIN STAINLESS STEEL FINISH I O1 A022 SIM. 01/A022 SIM. O1 A022 SIM, 11/8"SOLID TEAK EDGE BANDING; 1/2"UNDERCUT TYP, NOTE: +GC TO PROVIDE$1,000 ALLOWANCE FOR DOOR HANDLES/PULLS 04 INTERIOR DOOR SCHEDULE SCALE: NTS EXCAVATION PROVIDE CLEAN FILL FOR NEW FOUNDATION CUT/FILL/REGRADE LAND AS PER SITE PLAN PROVIDE SILT FENCE/HAYBAIL AND EROSION CONTROL AS REQUIRED BY LOCAL MUNICIPALITY FOUNDATION; PER STRUCTURAL W/ELEVATOR PIT 8"BELOW FIRST FLOOR FF FOOTINGS,RETAININGWALLS,FOOTINGDRAINS&WATERPROOFING,&ALL STRUCTURAL CONNECTIONS @ FOUNDATION AS REQ'D-SEE STRUCT.ENG.DWGS. EXTENSION OF IPE DECK,RAMP,&STEPS AS NOTED ON PLAN DRAWINGS NEW STONE LANDSCAPING WALL TO MATCH EXISTING AS NOTED ON PLAN DRAWINGS FRAMING:2X6 WOOD STUD @16' OC EXTERIOR SHEATHING; 1/2"ZIP SYSTEM SHEATHING&TAPE INTEGRATED AIR AND MOISTURE BARRIER INTERIOR SHEATHING: 1/2"GWB TAPED,SPACKLED,PRIMED&PAINTED TO MATCH FINISH OF EXISTING INSULATION:HYBRID SYSTEM-2"FOMO SPRAY W R-11 FIBERGLASS BATTS FLAT ROOF CURBS:2X6 FRAMING, 1/2"ZIP SYSTEM SHEATHING BOTH SIDES FRAMING:PER STUMM7 DRAWINGS FRAMING FOR ELEVATOR RAIL BACKING PER MANUFACTURER SPECIFICATIONS PRESSURE TREATED FRAMING @ EXPOSED LOCATIONS FRAMING:PER STRUCTURAL FLOOR DECKING: PER STRUCTURAL INSULATION: R-30 FIBERGLASS W/VAPOR BARRIER(W/NETTING @ LOCATIONS OVER OUTSIDE AIR) ROOT-SYSILM5 FRAMING:PER STRUCTURAL INSULATION:HYBRID SYTEM-2"FOMO SPRAY WITH P-21 FIBERGLASS BATT INSULATION:RIGID HIGH LOAD EXTRUDED POLYSTYRENE INSULATION BY STYROFOAM OR APPROVED EQ,;TAPERED TO DRAIN FOR 1/4"PER FOOT SLOPE MIN. EXTERIOR SHEATHING:5/8"PLYWOOD INTERIOR PARTITIONS MEMBRANE:CARSLILE SYNTEC SURE-SEAL FULLY ADHERED 60 MIL.REINFORCED EPDM ROOFING SYSTEM OR APPROVED EQ. FRAMING:2X4 WOOD STUDS @ 16"O.C.(PROVIDE 2X6 WHERE SHOWN) INSULATION: R-17 SOUND ATTENUATION @ ALL INTERIOR PARTITIONS INTERIOR SHEATHING: 1/2"GWB TAPE ,SPA FLED,PRIMED& PAINTED TO MATCH FINISH OF EXISTING FRAMING:2X6 OR 2X4 WOOD FRAMING @ DROPPED CEILINGS,AS REQ'D INTERIOR SHEATHING:5/8"GWB TAPED,SPACKLED,PRIMED& PAINTED TO MATCH FINISH F EXISTING) SIDING:6"X 3/4"T&G GRADE A CLEAR WESTERN RED CEDAR WITH SEALER/FINISH TO MATCH EXISTING;S.S.NAILS-SEE EXT.ELEVATIONS FOR SIZES AND ORIENTATION EXTERIOR INFILL PANELS:5/8"WHITE AZEK TO MATCH EXISTING:WASHABLE FLAT FINISH W/EXPOSED S.S.FASTENERS AND TRIM RINGS EXTERIOR WOOD CEILINGS:4"X 3/4"T&G GRADE A CLEAR WESTERN RED CEDAR WITH SEALER/FIN ISH-775777H EXISTING;S.S.NAILS-SEE RCP EXTERIOR WINDOW TRIM:2X2 WESTERN RED CEDAR,GRADE A CLEAR AND BETTER,MITERED CORNERS,TREATED TO MATCH EXISTING MISC,RAILING COMPONENTS:CEDAR POST&RAILS W/S.S.CABLE RAIL SYSTEM BY FEENEY OR EQUAL TO MATCH EXISTING EXISTING BRISE-SOLEIL:MODIFIED AS SHOWN ON EXT.ELEVATIONS TO MATCH EXISTING DETAILS DECKING:5/4"X 6"IPE,PRE-GROOVED W/CONCEALED FASTENING SYSTEM BY TIGERCLAW W/ACCESS PANELS TO ROOF DRAINS&ELECTRICAL OUTLETS WINDOWS&DOORS FLASHING: LEAD COATED COPPER ALL VISIBLE FLASHING(ROOF EDGES,SCUPPERS&GUTTERS):LEAD COATED COPPER,MIN,20 OZ, WINDOWS:ANDERSEN 400 SERIES;WHITE EXTERIOR;WHITE PRE-FINISHED INTERIOR;CONTEMPORARY WHITE HARDWARE;LOW-E4 SMARTSUN IMPACT-RESISTANT GLAZING W/ FINISH SCHEDULE STORMWATCH PROTECTION,TEMPERED AS REQ'D;SEE WINDOW SCHEDULE(MATCH EXISTING FINISHES&HARDWARE) DOORS:ANDERSEN 400 SERIES FRENCHWOOD GLIDING PATIO DOORS;WHITE EXT.;WHITE PRE-FINISHED INT.;ANVERS HARDWARE,SATIN NICKEL FINISH;LOW-E4 SMARTSUN SYMBOL PRODUCT TYPE MANUFACTURER DESCRIPTION SPEC FINISH UNIT SIZE REMARKS IMPACT-RESISTANT GLAZING W/STORMWATCH PROTECTION,TEMPERED AS REQ'D;SEE WINDOW SCHED.(MATCH EXIST.FINISHES&HARDWARE) 12/05/17 Al PERMIT SET DESIGN REVISIONS FLA FLOORING SUSTAINABLE FLOORING BAMBOO FLOORING STRANDWOVEN DARK +/-5/8"X 3 7/8"X 72" MATCH EXISTING INTERIOR UQUIR5 1 /4"SOLID CORE;FINISHES&HARDWARE PER DOOR SCHEDULE 08/07/17 REISSUE BID SET SUSTAINABLEFLOORING.COM MIbQ.IN ILRIFJR PINISHLb BASE MOLDING:3 1/ "Xi/2"SQUARE TRIM;PRIMED&PAINTED; MITERED CORNERS Q8/Ql/17 PERMIT SET MATCH EXISTING DOOR TRIM:2 1/4"X 3/4"SQUARE TRIM; MITERED CORNERS; PRIMED&PAINTED-G.C.T FILL AND ALL JOINTS PRIOR TO FINISH PAINT FL-2 DECKING IPE DECKING TIGER CLAW CONCEALED FASTENING SYSTEM 5/4"X 6" WWW.DECKFASTENER.COM WINDOW TRIM,SEE DETAILS 05/19/17 BID SET CLEAR SATIN POLYURETHANE(EXPOSED EDGE); FINISHED BAMBOO FLOORS U.O.N, :SEE FINISH SCHEDULE(MATCH XI TING CT-1 COUNTERTOP CUSTOM MILLWORK BALTIC BIRCH PLYWD. WILSONART LAMINATE#D354-60"DESIGNER WHITE"(TOP SURFACE 2 1/4"THICK-(3)LAYERS 3/4" W/STEEL SUPPORTS(REF,02/AO23) COUNTERTOPS:SEE FINISH SCHEDULE&FINISH PLAN ONLY FINISH PAINT @ WALLS&CEILINGS: 3 AT BENJAMIN MOORE WASHABLE FLAT-WHITE,VIF-MATCH EXISTING FINISH PAINT @ FINISHED CARPENTRY: 3 COATS BENJAMIN MOORE SATIN IMPERVO ENAMEL C235:WHITE,VIF-MATCH EXISTING W-1 MILLWORK KOUNTRY KRAFT TEAK VENEER WOOD MATCH EXISTING VARIES(REF.A021-A022;A030) MATCH EXISTING GC TO COORDINATE CONNECTION OF EXIST.AND/OR NEW INTERNAL ROOF DRAIN LEADER(S)TO NEW 1,000-GALLON IN-GROUND RAINWATER COLLECTION SYSTEM(SPEC :N? BELOW))FOR LANDSCAPING USE.OVERFLOW FROM NEW RAINWATER COLLECTION CISTERN TO BE CONNECTED TO EXISTING DRY WELL. ' W-2 ELEVATOR CAB MILLWORK(WALL&CLG.PANELS) SYMMETRY ELEVATOR LAMINATED PANEL WILSONART LAMINATE#D354.60"DESIGNER WHITE" SPEC:RAIN HARVEST SYSTEMS RAINFLO 1000 IG GRAF COMPLETE SYSTEM(HTTP://WWW.RAINHARVEST.COM/RAINFLO-1000-IG-RAINWATER-COLLECTION-SYSTEM,ASP) NON-FREEZEHOSE BIBB-RELOCATION OF EXISTING SEE PLAN FOR LOCATION ELEVATOR OATEY#78033 3"PVC ROOF DRAINS W/ABS DOME&DOME COLLAR _ 03 FINISH SCHEDULE CONTROLLER PER PLAN;ACCES3-STOP PAONELS ASD RE Q'D;ELEVATOR; AB WAILL&90-DEGREE PANELLS BY MANE W/WILSONART AMINATER#L)54 60"DESIGNER PER 5/8�'BAM OO FLOORING SCALE: NTS BY GC;(4)CAB LIGHTING FIXTURES BY MANF.W/SATIN NICKEL TRIM RINGS;ACCORDION GATE:CLEAR ANODIZED ALUM.W/ELONGATED PERFORATIONS;BRUSHED STAINLESS STEEL HARDWARE:HALL STATIONS,CAR OPERATING PANEL(COP)W/INTEGRATED KEYPAD PHONE(SQUARE CORNERS),HANDRAIL,INTERLOCKS,ETC. "t a - a � PROVIDE APPROPRIATELY-SIZED MITSUBISHI MULTI-ZONE H21 HYPER HEAT OUTDOOR HEAT PUMP UNIT,LOCATED PER PLAN; THREE ZONES) PROVIDE APPROPRIATELY-SIZED MITSUBISHI HEATING&COOLING INDOOR CEILING CASSETTE UNITS FOR EACH LEVEL-(3)TOTAL,LOCATED PER RCP;CASSETTES TO BE COMPATIBLE WITH MITSUBISHI MULTI-ZONE H21 HYPER HEAT OUTDOOR HEAT PUMP UNIT THERMOSTATS:TBD-GC TO MAKE RECOMMENDATION;SEE RCP FOR LOCATIONS PROVIDE NEW GALVANIZED METAL CONDUIT AND ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY OUTDOOR EXHAUST DIFFUSERS:SEIHO SFSZC,TYP.-BOILER EXHAUST SEIHO 3"SFXREPLACE AND/OR RELOCATE AS REQ'Dr'c" ' TIE NEW ELECTRICAL RECEPTACLES AND LIGHTING FIXTURES INTO SPARE BREAKERS OF EXISTING ELECTRICAL PANEL-VERIFY LOAD CAPACITY LIGHTING FIXTURE SCHEDULE PROVIDE LUTRON RADIORA2 WIRELESS DIMMERS&KEYPADS PER RCP 12/2 ROMEX WIRING OUTLETS,GFI OUTLETS,CABLE&PHONE JACKS:LEVITON DECORA,WHITE TO MAB MR16 MR16 7i%' TCH EXISTING FIXTURE# DESCRIPTION MANUFACTURER MODEL LAMP FINISH REMARKS FACE PLATES:LEVITON DECORA DESIGNER STYLE METAL,BRUSHED STAINLESS STEEL TO MATCH EXISTING FLOOR OUTLETS:WIREMOLD WALKER 880 FLOOR BOXES W/BRUSHED ALUMNUM FLIP-LID COVER TO MATCH EXISTIN FISHERS ISLAND HOUSE G STEP LIGHT-OUTDOOR PROGRESS LIGHTING P6816-16 25W A19 SATIN FINISH WHIT GLASS EXTERIOR OUTLETS:LEVITON DUPLEX HORIZONTAL RECEPTACLE 4990 WATERPROOF GFI W/FLIP-LID COVER(TO MATCH EXISTING ELEVATOR ADDITION J CYLINDER FACADE UP DOWN LIGHT-OUTDOOR ERC O 850 3.023 2 MRC1635W 12V GRAPHITECOMBINATION AC/DC SMOKE DETECTORS&CARBON MONOXIDE DETECTORS,PER CODE K 3"DOWNLIGHT-MR16 1 PN3MR,E3MRC MR16 71W I CLEAR PROVIDE ELECTRICAL AS REQ'D PER MANF,FOR NEW MITSUBISHI OUTDOOR/INDOOR HEATING&COOLING UNITSTHE GLOAMING &MONTAUK AVE. ELECTRICAL SUPPLY TO ELEVATOR MOTOR AND CAB LIGHTING PER MANUFACTURER SPECIFICATIONS PROVIDE NEW GALVANIZED METAL CONDUIT AND ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY FISHERS ISLAND,NY 06390 PROVIDE NEW LIGHT FIXTURES&ASSOCIATED REQUIREMENTS PER LIGHTING SCHEDULE AND REFLECTED CEILING PLAN NOTE:MATCH EXISTING FIXTURE FINISHES& SPECSNOTE: RESOLUTION: 4 ARCHITECTURE +ALL LIGHT BULBS PROVIDED BY GC +THIS SCHEDULE OUTLINES THE MAIN CONSTRUCTION TASKS, BUT IT IS NOT ALL INCLUSIVE. G.C.TO EXPAND UPON THIS LIST AS REQUIRED UPON REVIEWING THE DOCUMENTS. 150 WEST 28TH STREET,SUITE 1902, NEW YORK, NY 10001 +IN CASES OF OBSOLETE MODEL NUMBERS, GC TO CONSULT ARCHITECT ON CURRENT MODEL NUMBER TO VERIFY APPROVED EQUAL TEL:212.675.9266 vdww.re4a.com FAX:212.206.0944 O2 LIGHTING FIXTURE SCHEDULE 01 GENERAL CONSTRUCTION SCHEDULE SCHEDULES AND SCALE: NTS SCALE: NTS INTERIOR DOORS DATE: 12/05/17 A01 0 SCALE: AS NOTED COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. S4 ANDERSEN WINDOW/ EXTERIOR DOOR SCHEDULE RESOLUTION : 4 ARCHITECTURE WINDOW DETAILS GLASS NO. LOCATION TYPE CALL NO. DESCRIPTION WINDOW SIZE W X H HARDWARE JAMB HEAD SILL GLASS TYPE REMARKS 100 117 FIRST FLOOR ELEVATOR VESTIBULE Al 2 P3450 CUSTOM + 2 AX41 CUSTOM 2 CUSTOM PICTURE+ 2 CUSTOM AWNING 6-0 314"X 7'-8 1/2" CONTEMPORARY,WHITE 02/AO21 01/A023 SIM 01/A023 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS TEMPERED GLASS @ AWNINGS;PROVIDE SAFETY LIMITERS @ AWNINGS 101 117 FIRST FLOOR ELEVATOR VESTIBULE A2 2 P4050 CUSTOM + 2)AX41 (CUSTOM) (2)CUSTOM PICTURE+(2)CUSTOM AWNING 9'-2 114"X 7'-8 1/2" CONTEMPORARY,WHITE 01/A021 Ol/A023 SIM 01/A023 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS TEMPERED GLASS @ AWNINGS;PROVIDE SAFETY LIMITERS @ AWNINGS 102 117 FIRST FLOOR ELEVATOR VESTIBULE A3 1 P5050 CUSTOM + 1 AX51 CUSTOM CUSTOM PICTURE+CUSTOM AWNING 4'-11"X 7'-8 1/2" CONTEMPORARY,WHITE 01/A021 01/A023 SIM 01/A023 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS TEMPERED GLASS @ AWNINGS;PROVIDE SAFETY LIMITERS @ AWNINGS 200 212 SECOND FLOOR ELEVATOR VESTIBULE A4 (2)AX41 CUSTOM (2)CUSTOM AWNING 8'-1 114"X 2'-7 1/2" CONTEMPORARY,WHITE 02/AO22 02/AO23 02/AO23 LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS 201 212 SECOND FLOOR ELEVATOR VESTIBULE A5 3 P4650 CUSTOM + 3 AX451 CUSTOM 3 CUSTOM PICTURE+ 3 CUSTOM AWNING 13'-9 3/4"X 7'-6 718" CONTEMPORARY,WHITE Ol/AO22 01/A023 SIM 01/A023 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS TEMPERED GLASS @ AWNINGS;PROVIDE SAFETY LIMITERS @ AWNINGS 202 212 SECOND FLOOR ELEVATOR VESTIBULE Ab 1 P5050 CUSTOM + 1 AX51 CUSTOM CUSTOM PICTURE+CUSTOM AWNING 4'-11"X 7'-6 7/8" CONTEMPORARY,WHITE 01/A022 01/A023 SIM 01/A023 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS TEMPERED GLASS @ AWNING;PROVIDE SAFETY LIMITER @ AWNING 300 301 ELEVATOR/STAIR BULKHEAD A7 1 3168 CUSTOM + 1 A4650 CUSTOM 1 CUSTOM INSWING DOOR+ 1 CUSTOM FIXED 4'-11 1/8"X 7'-11 1/2" CONTEMPORARY,WHITE Ol/A023 SIM Ol/A023 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS TEMPERED GLASS @ AWNINGS;PROVIDE SAFETY LIMITERS @ AWNINGS 301 301 ELEVATOR/STAIR BULKHEAD AS (1)P5050 CUSTOM)+(1)AX51 (CUSTOM) CUSTOM PICTURE+CUSTOM AWNING 5'-1 114"X 7'-8 1/2" CONTEMPORARY,WHITE 01/A022(SIM.) Ol/A023 SIM Ol/A023 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS TEMPERED GLASS @AWNINGS;PROVIDE SAFETY LIMITERS @AWNINGS 302 301 ELEVATOR/STAIR BULKHEAD A9 1 P5050 CUSTOM + 1 AX51 CUSTOM CUSTOM PICTURE+CUSTOM AWNING 4'-i l"X 7'-8 1/2" CONTEMPORARY,WHITE Ol/A022 SIM. O1/A023 SIM OI/AO23 SIM LOW-E4 SMARTSUN IMPACT-RESISTANT GLASS I TEMPERED GLASS @ AWNING;PROVIDE SAFETY LIMITER @ AWNING NOTES: +ALL WINDOWS & DOORS TO BE ANDERSEN 400 SERIES; WHITE INTERIOR AND WHITE EXTERIOR FINISH TO MATCH EXISTING WINDOW/DOORS + ALL ANDERSEN WINDOWS & DOORS TO BE IMPACT-RESISTANT W/ STORMWATCH PROTECTION +TEMPERED GLASS AS REQURIED +ALL ANDERSEN OPERABLE AWNING WINDOWS AND FRENCHWOOD GLIDING DOORS TO BE ORDERED WITH CONVENTIONAL INSECT SCREENS,WHITE FINISH TO MATCH EXISTING + PROVIDE ALL UNITS WITH DRIP CAP & NAILING FLANGE; ALL HARDWARE & FASTENERS TO BE MARINE GRADE, CORROSION RESISTANT + INSTALL ALL WINDOWS/ DOORS/ FLASHING PER MANUFACTURER'S RECOMMENDATIONS + PROVIDE EXTENSION JAMBS TO MATCH EXISTING (G,C,TO COORDINATE AND VERIFY JAMB LENGTHS PER WINDOW DETAILS) O2 ANDERSEN WINDOW/ EXTERIOR DOOR SCHEDULE + GC TO VERIFY ALL WINDOW DIMENSIONS TO MEET INTENT OF WINDOW DETAILS IN RELATIONSHIP TO EXISTING FLOOR/CEILING HEIGHTS; NOTIFY ARCHITECT OF ANY DISCREPANCIES SCALE: NTS 1 4'-11 7/8"MIN RO 4'-11 3/4"MIN RO 5'-2"MIN RO 4'-11 1/8"OA UD 10 7- 4'-11"UD V-1 114"UD P-10 3/8"UD 3/4" 3'-0"UD 01 01 023 023 SIM, OZ SIM. 02 � p i p P5050 P5050 \ CUSTOM p O CUSTOM p O \ O O c c a z Qz z u) O �n O EN ANDERSEN LVL a N v q REINFORCED JOINING v - w M op p, ro p, / ' AX51 CN 'AX51 ' CUSTOM CUSTOM\ TYPE A9 TYPE A8 TYPE A7 ANDERSEN 400 SERIES ANDERSEN 400 SERIES ANDERSEN 400 SERIES (1)PICTURE#P5050(CUSTOM) (1)PICTURE#P5050(CUSTOM) (1)INSWING#3168(CUSTOM) (1)AWNING#AX51 (CUSTOM) (1)AWNING#AX51 (CUSTOM) (1)PICTURE#A4650(CUSTOM) 302 302 300 Al 13'-10 1/2"MIN RO 4'-11 314"MIN RO 13'-9 3/4"OA UD 4'-11"UD 4'-6 3/4"UD 3/4" 4'-6 3/4"UD 3/4" 4'-6 3/4"UD 8_2"MIN RO 01 SIM. Ol SIM. 8'-1 114"OA UD 023 023 4'-11"UD 3/4" 3'-1 3/8"UD ro O1 02 02 o= 02 0 023 N P5050 p O P4650 P4650 P4650 CUSTOM 7 = 0 02 p � c CUSTOM CUSTOM CUSTOM ;it z � a z 022 AX41 `\ {.,IAX41\ N Lf O ANDERSEN LVL ,' CUSTOM tUSTOK), ^ co ? o� ANDERSEN LVL co N REINFORCED JOINING � ui REINFORCED JOINING co v ' iv F, n ' AX51\ /'AX451`\ /'AX451'\ /'AX451`\ 00 CUSTOM n CUSTOM CUSTOM CUSTOM �3 TYPE A4 ANDERSEN LVL ° REINFORCED JOINING iv i ` \ iv ANDERSEN 400 SERIES - (2)AWNING#AX41 (CUSTOM) 200 12/05/17 Al PERMIT SET DESIGN REVISIONS TYPE A6 TYPE A5 08/07/17 REISSUE BID SET ANDERSEN 400 SERIES ANDERSEN 400 SERIES (1)PICTURE#P5050(CUSTOM) (3)PICTURE#P4650(CUSTOM) 7 PERMIT SET (1)AWNING#AX51 (CUSTOM) (3)AWNING#AX451 (CUSTOM) 05/19/17 BID SET 202 201 4'-11 3/4"MIN RO 9'-3"MIN RO 6'-1 1/2"MIN RO 4'-11"UD 9'-2 1/4"OA UD 6-0 3/4"OA UD ,. ., 4'-6 3/4"UD 3/4" 4'-6 3/4"UD � }�ry� � 3'-0"UD 3/ 3'-0"UD I � �9A�"' Q �. 023 SIM, 023 SIM. t. 01 SIM, r p p > > P5050 ? P4650 P4650 a p O P3450 P3450 ar.'-.. ��-_•��,"�` �i„� �, I '/ CUSTOM o c CUSTOM CUSTOM p CUSTOM CUSTOM p O p g O �i O ANDERSEN LVL = N v ANDERSEN LVL a ANDERSEN LVL-11 REINFORCED JOINING � � REINFORCED JOINING REINFORCED JOINING v - c9 P FISHERS ISLAND HOUSE AXS,\` AX451` 'AX451`\ N AX4�, 6X4,\, N ELEVATOR ADDITION CUSTOM CUSTOM \\ CUSTOM .CUSTOM CUSTOK4 THE GLOAMING &MONTAUK AVE. N \ (V FISHERS ISLAND,NY 06390 TYPE A3 TYPE A2 TYPE Al RESOLUTION: 4 ARCHITECTURE ANDERSEN 400 SERIES ANDERSEN 400 SERIES ANDERSEN 400 SERIES 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 (2)PICTURE#P5050(CUSTOM) (2)PICTURE#P4650(CUSTOM) (2)PICTURE#P4050(CUSTOM) NOTE:ALL ELEVATIONS ARE FROM EXTERIOR TEL:212.675.9266 www.re4a.com FAX:212.206.0944 (2)AWNING#AX51 (CUSTOM) (2)AWNING#AX451 (CUSTOM) (2)AWNING#AX41 (CUSTOM) UD:UNIT DIMENSION 102 101 100 OVERALL UNIT DIMENSION RO:ROUGH OPENING WINDOW SCHEDULE Al 01 ANDERSEN WINDOW/ EXTERIOR DOOR TYPES DATE: 12/05/17 SCALE: 114”=P-0" A020 SCALE: AS NOTED COPYRIGHT C RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 1X6 CEDAR SIDING I TO MATCH EXISTING BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN 6MM,TYP, EXTERIOR (OR APPROVED EQUAL) 2X2 CEDAR TRIM ZIP SYSTEM SHEATHING,TYP. ZIP SYSTEM SHEATHING,TYP. ELEVATOR HOISTWAY -- BENJAMIN OBDYKE SLICKER RESOLUTION 4 ARCHITECTURE CLASSIC RAINSCREEN 6MM,TYP. STRUCTURAL POST;REF.TO (OR APPROVED EQUAL) STRUCTURAL DRAWINGS 5/8"AZEK INFILL PANEL CEDAR SIDING TO MATCH EXISTING I II; TO MATCH EXISTING FLASHING OVER BENJAMIN OBDYKE SLICKER I,' NAILING FLANGE,TYP. CLASSIC RAINSCREEN 6MM,TYP. (OR APPROVED EQUAL) 19d ANDERSEN NAILING FLANGE SET IN SEALANT BED (TOP&SIDES;NO SEALANT @ BOTTOM FLANGE),TYP. 'v ZIP SYSTEM SHEATHING,TYP. `o BACKER ROD&CAULK,TYP. 2X2 CEDAR TRIM IIS 1/2" 1 3/4' 1/2" 2 1/4" 1/4" 1 2X2 CEDAR TRIM,BELOW CASING ANDERSEN 400 SERIES WINDOW PER SCHEDULE W/ I' 1/4" 3/4" 3/8"SHIM SPACE,TYP. INTERIOR AIR SEAL: SHIM SPACE 102 TO BE FILLED W SPRAY-FOAM S INSULATION,T P/ 5/8"AZEK INFILL PANEL1 3/4"SOLID CORE MILLWORK WALL PANEL W/ TO MATCH EXISTING '!' TEAK VENEER TO MATCH EXISTING TEAK MILLWORK (1/8"MIN.SOLID EDGE BANDING @ EXPOSED 3/4"X 2-1/4"TEAK CASING,TYP, EDGES);MOUNTED ON 1/2"FRENCH CLEATS Gill, (VERIFY HOISTWAY CLEARANCES 2X2 CEDAR TRIM BEYOND W/ELEVATOR MANF.) 0 ° 0 101 3/4"THICK TEAK ° i TECTUS CONCEALED HINGES DOOR FRAME,TYP. (REFER TO DOOR SCHEDULE) 1/2"X 1 1/2" 1 3/4"SOLID CORE ELEVATOR DOOR W/TEAK DOOR STOP,TYP. VENEER TO MATCH EXISTING TEAK MILLWORK 1/2"REV. (VENEER BOTH SIDES W/ 1/8"MIN.SOLID EDGE BANDING-REFER TO DOOR SCHEDULE) ELEVATOR HOISTWAY ANDERSEN INTEGRATED INTERIOR EXTERIOR EXTENSION JAMB,TYP, RELOCATED TEAK BENCH ANDERSEN WD.CASING 1 OO (FIELD APPLIED) O ANDERSEN VINYL TRIM STRIP FLASHING OVER NAILING FLANGE,TYP. 1/2"X 1 1/2" ANDERSEN INTEGRATED LVL DOOR STOP,TYP. REINFORCED JOINING �I 3/4"THICK TEAK w DOOR FRAME,TYP. 2X2 CEDAR TRIM,BELOW BACKER ROD&CAULK,TYP. <V 3/4"X 2-1/4"TEAK CASING,TYP. (VERIFY HOISTWAY CLEARANCES W/ELEVATOR MANF.) 1 3/4"SOLID CORE MILLWORK WALL PANEL W/ TEAK VENEER TO MATCH EXISTING TEAK MILLWORK (1/8"MIN.SOLID EDGE BANDING @ EXPOSED EDGES);MOUNTED ON 1/2"FRENCH CLEATS ELEVATOR HALL STATION @ 40"AFF;CENTER ON WALL TEAK PANEL ANDERSEN 400 SERIES WINDOW PER —'—"—' INTERIOR AIR SEAL: SCHEDULE W/3/8"SHIM SPACE,TYP. WALL PANEL SHIM SPACES TO BE FILLED W/ SPRAY-FOAM INSULATION,TYP, 3/4"THICK PTD,WD, STRUCTURAL POST;REF.TO EXTENSION JAMB BY GC STRUCTURAL DRAWINGS 3/4' RELOCATED TEAK BENCH 'v 3/4"X 2-1/4"PTD. BACKER ROD&CAULK,TYP. N WD.CASING,TYP. FLASHING OVER ANDERSEN VINYL TRIM STRIP ANDERSEN WD.CASING (FIELD APPLIED) NAILING FLANGE,TYP. 1/2"X 3-1/2"PTD.WD. WALL BASE BELOW EXTERIOR —__ 1 QQ INTERIOR 5/8"AZEK INFILL PANEL ! TO MATCH EXISTING 2X2 CEDAR TRIM,BELOW ANDERSEN INTEGRATED LVL BENJAMIN OBDYKE SLICKER REINFORCED JOINING CLASSIC RAINSCREEN 6MM,TYP. (OR APPROVED EQUAL) ix ZIP SYSTEM SHEATHING 2X2 CEDAR TRIM,BELOW 12/05/17 PERMIT SET DESIGN REVISIONS 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET III 05/19/17 BID SET 1/2"TEAK REVEAL 1/2"TEAK REVEAL 1 3/4" n_ t L INTERIOR AIR SEAL: r - . SHIM SPACES TO BE FILLED W/ q SPRAY-FOAM INSULATION,TYP. 3/4"THICK PTD.WD, l EXTENSION JAMB BY GC ANDERSEN 400 SERIES WINDOW PER is ., __._ ; - .:�'" • SCHEDULE W/3/8"SHIM SPACE,TYP. BACKER ROD&CAULK,TYP, 3/4"X 2-1/4"PTD. WD.CASING,TYP. N ANDERSEN NAILING FLANGE SET IN SEALANT BED(TOP&SIDES;NO SEALANT @ FISHERS ISLAND HOUSE BOTTOM FLANGE),TYP. 1/2"X 3-1/2"PTD.WD. FLASHING OVER WALL BASE BELOW ELEVATOR ADDITION NAILING FLANGE,TYP, THE GLOAMING &MONTAUK AVE. FISHERS ISLAND,NY 06390 5/8"AZEK INFILL PANEL TO MATCH EXISTING EXISTING EXTERIOR WALL RESOLUTION: 4 ARCHITECTURE BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN 6MM,TYP. 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 (OR APPROVED AL) TEL:212.675.9266 www.re4a.com FAX:212.206.0944 ZIP SYSTEM SHEATHING EXISTING EXTERIOR WALL WINDOW/DOOR DETAILS 2X2 CEDAR TRIM,BELOW 01 DATE: 12/05/17 II O2 ANDERSEN WINDOW JAMB DETAILS 01 ANDERSEN WINDOW JAMB DETAILS A021 ' SCALE: 3"=V-0" SCALE: 3"=P-0" SCALE: AS NOTED COPYRIGHT C RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 1X6 CEDAR SIDING TO MATCH EXISTING BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN 6MM,TYP. EXTERIOR (OR APPROVED EQUAL) 2X2 CEDAR TRIM ZIP SYSTEM SHEATHING,TYP. ELEVATOR ZIP SYSTEM SHEATHING,TYP. HOISTWAY { CLASSIC RAINSCREEN 6MM,TYP. VIII (OR JA APPROVED EQUAL)KER RESOLUTION : 4 ARCHITECTURE 5/8"AZEK INFILL PANEL TO MATCH EXISTING CEDAR SIDING TO MATCH EXISTING FLASHING OVER NAILING FLANGE,TYP. BENJAMIN OBDYSLICKER ANDERSEN NAILING FLANGE SET IN SEALANT BED (OR APPROVED EQUAL) CLASSIC RAINSCREENBEEN 6 6MM,TYP, TOP&SIDES;NO SEALANT @ BOTTOM FLANGE TYP. - - -v BACKER ROD&CAULK,TYP. ZIP SYSTEM SHEATHING Lu FLASHING OVER NAILING fie N O FLANGE,TYP. 1/2"-1 3/4" 1/2" 2X2 CEDAR TRIM 3/4"X 3/4"PTD,WD. 2X2 CEDAR TRIM,BELOW 1/2"PTD.GWB,TYP. CASING ANDERSEN 400 SERIES ANDERSEN NAILING FLANGE SET IN SEALANT BED 202 1/4" 3/4" (TOP&SIDES;NO SEALANT @ BOTTOM FLANGE),TYP. 3/4"X 2-1/4"PTD, INTERIOR AIR SEAL: WINDOW PER SCHEDULE W/ WD.CASING,TYP, SHIM SPACES TO BE FILLED W/ 3/8"SHIM SPACE,TYP, SPRAY-FOAM INSULATION,TYP. BACKER ROD&CAULK,TYP. 1/2"X 3-1/2"PTD.WD. 1 3/4"SOLID CORE MILLWORK WALL PANEL W/ WALL BASE BELOW TEAK VENEER TO MATCH EXISTING TEAK MILLWORK 3/4" (1/8"MIN.SOLID EDGE BANDING @ EXPOSED 3/4"X 2-1/4"TEAK CASING,TYP. EDGES);MOUNTED ON 1/2"FRENCH CLEATS I (VERIFY HOISTWAY CLEARANCES ANDERSEN INTEGRATED W/ELEVATOR MANF.) 2X2 CEDAR TRIM,BELOW I EXTENSION JAMB,TYP. 0 0 o 301 201 I INTERIOR AIR SEAL: 3/4"THICK TEAK o TECTUS CONCEALED HINGES I SHIM SPACES TO BE FILLED W/ DOOR FRAME,TYP. (REFER TO DOOR SCHEDULE) SPRAY-FOAM INSULATION,TYP. 1/2"X 1 1/2" 1 3/4"SOLID CORE ELEVATOR DOOR W/TEAK DOOR STOP,TYP. VENEER TO MATCH EXISTING TEAK MILLWORK 3OO (VENEER BOTH SIDES W/ 1/8"MIN,SOLID EDGE ELEVATOR BANDING-REFER TO DOOR SCHEDULE) HOISTWAY INTERIOR ANDERSEN INTEGRATED EXTERIOR 200 EXTENSION JAMB,TYP. ANDERSEN WD.CASING (FIELD APPLIED) ANDERSEN VINYL TRIM STRIP 1/2"X 1 1/2" ANDERSEN INTEGRATED LVL DOOR STOP,TYP, REINFORCED JOINING 3/4"THICK TEAK oEi 2X2 CEDAR TRIM,BELOW ANDERSEN VINYL TRIM STRIP ANDERSEN WD.CASING DOOR FRAME,TYP, (FIELD APPLIED) EXTERIOR 200 INTERIOR 3/4"X 2-1/4"TEAK CASING,TYP. (VERIFY HOISTWAY CLEARANCES W/ELEVATOR MANF.) 2X2 CEDAR TRIM,BELOW ANDERSEN INTEGRATED LVL REINFORCED JOINING 301 201 1 3/4"SOLID CORE MILLWORK WALL PANEL W/ TEAK VENEER TO MATCH EXISTING TEAK MILLWORK (1/8"MIN.SOLID EDGE BANDING @ EXPOSED EDGES); MOUNTED ON 1/2"FRENCH CLEATS ELEVATOR HALL STATION @40"AFF ANDERSEN INTEGRATED EXTERIOR EXTENSION JAMB,TYP, ANDERSEN WD.CASING WALL PANEL (FIELD APPLIED) I ANDERSEN VINYL TRIM STRIP STRUCTURAL POST;REF.TO I STRUCTURAL DRAWINGS I ANDERSEN INTEGRATED LVL REINFORCED JOINING ANDERSEN 400 SERIES AWNING WINDOW PER SCHEDULE W/ I ANDERSEN INTEGRATED 3/8"SHIM SPACE,TYP. i EXTENSION JAMB,TYP. 2X2 CEDAR TRIM,BELOW 2X2 CEDAR TRIM,BELOW 1/2"X 3-1/2"PTD.WD. WALL BASE BELOW "v 1/2"PTD.GWB,TYP. 3/4"X 2-1/4"PTD. w BACKER ROD&CAULK,TYP. � WD.CASING,TYP, ANDERSEN NAILING FLANGE SET IN SEALANT BED (TOP&SIDES;NO SEALANT @ BOTTOM FLANGE),TYP. -- FLASHING OVER NAILING FLANGE,TYP. 'll 301 201 5/8"AZEK INFILL PANEL TO MATCH EXISTING BENJAMIN OBDYKE SLICKER 1/2"REV. 1 3/4" CLASSIC RAINSCREEN 6MM,TYP. (OR APPROVED EQUAL) 1/2"X 3.1/2"PTD,WD, ANDERSEN 400 SERIES WALL BASE BELOW WINDOW PER SCHEDULE W/ ZIP SYSTEM SHEATHING INTERIOR AIR SEAL: 3/8"SHIM SPACE,TYP. 12/05/17 1 PERMIT SET DESIGN REVISIONS SHIM SPACES TO BE FILLED W/ 08/07/17 REISSUE BID SET SPRAY-FOAM INSULATION,TYP, 08/01/17 PERMIT SET CLOSET 05/19/17 BID SET ANDERSEN INTEGRATED FLASHING OVER EXTENSION JAMB,TYP. 3/4" NAILING FLANGE,TYP, 2X2 CEDAR TRIM 3/4"X 2-1/4"PTD. Lr., { F.- •' N WD.CASING,TYP. BALCONY#210 RAILING (REF.A500) 1/2"X 3-1/2"PTD.WD. t WALL BASE BELOW a '' 1/2"PTD.GWB,TYP. ------- - FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING &MONTAUK AVE. FISHERS ISLAND,NY 06390 ZIP SYSTEM SHEATHING,TYP, BENJAMIN OBDYKE SLICKER RESOLUTION: 4 ARCHITECTURE CLASSIC RAINSCREEN 6MM,TYP. 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 (OR APPROVED EQUAL) TEL:212.675.9266 www.re4a.com FAX:212.206.0944 I 1X6 CEDAR SIDING TO MATCH EXISTING WINDOW DETAILS O2 ANDERSEN WINDOW JAMB DETAILS 01 ANDERSEN WINDOW JAMB DETAILS DATE: 12/05/17 A022 SCALE: 3"=1'-0" SCALE: AS NOTED SCALE: 3"=1'-0" COPYRIGHT Q RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. R E 4 RESOLUTION : 4 ARCHITECTURE i ZIP SYSTEM SHEATHING,TYP. BENJAMIN OBDYKE SLICKER 1X6 CEDAR SIDING TO MATCH EXISTING CLASSIC RAINSCREEN 6MM,TYP. (OR APPROVED EQUAL) BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN 6MM,TYP. 1X6 CEDAR SIDING TO MATCH EXISTING (OR APPROVED EQUAL) !II FLASHING TAPE OVER MTL. i FLASHING TAPE OVER MTL,FLASHING FLASHING FLASHING TAPE OVER NAILING I I LEAD-COATED COPPER FLANGE&DRIP CAP FLASHING W/DRIP EDGE,CAULK JOINT @ 2X2 CEDAR TRIM LEAD-COATED COPPER FLASHING 7'-0 5/8"ASF _ _ _ W/DRIP EDGE OVER 2X2 CEDAR 2ND FLR SOFFIT TRIM;CAULK JOINT BELOW,TYP. 2X2 CEDAR TRIM 8'-1 58"ASF ROOF BULKHEAD FINISH CLG, 5/8"PTD,GWB CEILING,TYP. BACKER ROD&CAULK,TYP, ANDERSEN NAILING FLANGE SET IN SEALANT BED(TOP&SIDES;NO 1/2"PTD.GWB,TYP, 3/4"X 2-1/4"PTD. SEALANT @ BOTTOM FLANGE),TYP. WD.CASING,TYP. ANDERSEN DRIP CAP(FIELD APPLIED) 5/8"PTD.GWB SET IN SEALANT BED CEILING,TYP. 2X2 CEDAR TRIM,BEYOND ANDERSEN INTEGRATED XT SI E EN ON JAMB TYP. i 3/4"X 2-1/4"PTD,WD. CASING BEYOND 2X2 CEDAR TRIM,BEYOND 5/8"AZEK INFILL PANEL TO MATCH EXISTING BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN 6MM,TYP, (OR APPROVED EQUAL) ANDERSEN INTEGRATED EXTENSION JAMB,TYP, ZIP SYSTEM SHEATHING W/FLASHING TAPE OVER NAILING FLANGE&DRIP CAP; SHEATHING TAPE OVER FLASHING TAPE ANDERSEN WD,CASING ANDERSEN VINYL TRIM STRIP ANDERSEN NAILING FLANGE SET IN (FIELD APPLIED) SEALANT BED(TOP&SIDES;NO SEALANT @ BOTTOM FLANGE),TYP. 301 3/4"X 2-1/4"PTD,WD. ANDERSEN CONTINUOUS DRIP CAP INTERIOR EXTERIOR CASING,TYP. (FIELD APPLIED)SET IN SEALANT BED 302 ANDERSEN INTEGRATED LVL ANDERSEN INTEGRATED ANDERSEN 400 SERIES REINFORCED JOINING EXTENSION JAMB,TYP. WINDOW PER SCHEDULE W/ I 3/8"SHIM SPACE,TYP, 3/4"X2-1/4"PTD.WD, I I CASING BEYOND I I I INTERIOR 200 EXTERIOR I I I I 3/4" 3/4" I ANDERSEN 400 SERIES WINDOW PER SCHEDULE W/ 3/8"SHIM SPACE,TYP, INTERIOR AIR SEAL: INTERIOR AIR SEAL; SHIM SPACES TO BE FILLED W/ SHIM SPACES TO BE FILLED W/ 12/05/17 PERMIT SET DESIGN REVISIONS SPRAY-FOAM INSULATION,TYP, SPRAY-FOAM INSULATION,TYP. 08/07/17 REISSUE BID SET 3/4"X 2-1/4"PTD. BACKER ROD&CAULK,TYP. 3/4"X 3-1/2"PTD.WD, 08/01/17 PERMIT SET WD.CASING,TYP. '- CASING TO FLOOR BACKER ROD&CAULK,TYP, 05/19/17 BID SET 2X2 CEDAR TRIM,BEVELED TO SHED 5/8"BAMBOO FLOORING TO WATER W/DRIP EDGE MATCH EXISTING,TYP, 1/2"PTD,GWB,TYP. FORMABLE SILL PAN FLASHING W/ — -- —-- --- --- FORMABLE SILL PAN FLASHING W/ BACK DAM;WRAP 6"UP SIDES;SLOPE _ — " BACK DAM;WRAP 6"UP SIDES;SLOPE TO EXTERIOR TO DRAIN{ �Y TO EXTERIOR TO DRAIN - — — , 5/8"AZEK INFILL PANEL TO MATCH r 1 X6 CEDAR SIDING TO MATCH EXISTING EXISTING(OR ALT.MATERIAL,REF. 5 ' EXTERIOR ELEVATIONS) BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN 6MM,TYP, BENJAMIN OBDYKE SLICKER ( ',r (OR APPROVED EQUAL) CLASSIC RAINSCREEN 6MM,TYP. ' (OR APPROVED EQUAL) ZIP SYSTEM SHEATHING,TYP, I ZIP SYSTEM SHEATHING,TYP. ' FRAMING PER STRUCTURAL,TYP. J[fK`^rye r ryryf'��Lyrp I FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING &MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK, NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 O2 ANDERSEN WINDOW HEAD/SILL DETAILS 01 ANDERSEN WINDOW HEAD/SILL DETAILS SCALE; 3"=1'-0" SCALE: 3"=1'-0" WINDOW DETAILS DATE: 12/05/17 A023 SCALE: AS NOTED COPYRIGHT C RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. IL48 SINGLE MUNICIPAL WAER CE �' / FQp`IEM� _ / /, 50 - - --' -------" - - _ - _ '/- '\ \ 1 ONSITE SEPTIC SYSTEM i' O _ __ '- _ _ _ P R E F A B S - �'i / BOG �MO)/NOT RECOVERED _ 52 --'' _ _ - I _ \ \ I �•i'� sem,/.-' ( ) --"- - ---------- 54 .%,''�� -- - _ - - - ---------- "-- _- THE MODERN MODULAR ----_- - 56 _-'' _ __-'' I BYRESOLUTION : 4ARCHITECTURE --------------- 58 _ --------------- ---------------y - \\ I LEGEND ------- - 60 /- - 1 \ I [�"-"'""�'j PROJECT LIMITS OF PROPOSED ELEVATOR o __ /� -__ __ ,__ - _ .\ I 1 k..` LL„ , ADDITION&ROOF EXTENSION --------- ---- ---- 62 ' ---------------- __--------------------------- ----- ----- --- `\ NOTE: 64 / _- `` I PROPOSED ELEVATOR ADDITION&ROOF EXTENSION ----------------- ,r ` \ - -------------- �\ \\ \ I NOT TO EXCEED EXISTING BUILDING HEIGHT -------------------------� 66 - 68 N 995.15 - - _ -' ___--- ---- / _ --- ------ _ - -------- ---------- ---- 70 -----W 481.35 m iI `\ , iNQ> RECOVERED) - I - - - - -------------------- - _-"'' - - -- ------------------ 72 -------------' l`II \ Z 0 \\ 1 -------------' - -- --- - ----- --- 74 \1 I _ ------_ O 76 \\ ,I \ , • _" p lz \ I m 78 rn GUY WIRE AA \;.; 11 \ `\\ O I� 50'-0"SETBACK \ EXISTING STONE LANDSCAPING WALL `\ i �\ 1 POLE:#727 80PROPOSED LOCATION OF CONCRETE WASHOUT AREA; \\1111/,y G PROVIDE&INSTALL PERITINENT SPILL CONTAINMENT AND62 a 60 EQUIPMENT PER CODE AS D REQ \ 7811/' ;Es; ;; / x /: .� ice,:; •E . . \ POLE(NO WIRES) (5)EXISTTREES 1 66 ` I \ // /' Ll� 00411AA,\1 /TO BE RELOCATED 1 1 \ 1 \ 1 \ 70 ll ' //JI \ •.� ',,r,:_:,a • � M Ir' Allnli\ 1 1 1 \ I 1 72\ 74 \ APPROXIMATE LOCATION OF I - �� 1 76 (5)RELOCATED TREES;FINAL 78 z� 9 uu \ ' I LOCATION TBD { W/OWNER& 1 ARCHITECT IN-FIELD 1 1 1 I I 1 ' - '' •t`;;- TIE IN NEW ROOF 1 I I.,^ ,• DRAIN LEADER I 11 1 x INTO EXISTING 78 T- 74 1 1 � 72 1 \ 1 \ EXISTING ROOF I 111 . ' �1 , +1 ,� ' ``�'� � • DRAIN LEADER EXISTING DRY WELL + \I i 70 1 I ' ;EXISTING STONE LANDSCAPING WALL / I 1 tJ A I 1 I I I I I 1 1 1 Lr °A 1 Q 78 I 1 I _ EXISTING TWO STORY SINGLE FAMILY RESIDENCE 70 i I FIRST FLOOR EL.79.75'VIF ' 70 O \\I WIN \\ / 74 I 1 1 I POLE#728 r ;�2 76 r ( �I 78 c EXISTING GRAVEL DRIVEWAY ; + 1 . I I S�jgpGK 76 1 , , 1 1 ' 12/05/171 PERMIT SET DESIGN REVISIONS 1 11 G\ 08/07/17 REISSUE BID SET ccs 1\I 08/01/17 PERMIT SET \ 74 QRpPj 05/19/17 BID SET � IT <T ` \ 1 I I I 1 I I �' �\ EXISTING CONTOURS Oy' r0� 'n �� 74 00000 TEST HOLE ` Imo' 'K'. r'- BENCHMARK IRON ROD 1 74 i ... .j 1 ELEVATION = 74.00' i r asL � II ------------- 1 w �z'•. _ 1 \V l/� --- 72 N LAr MON.(NOT RECOVERED) ---------------- FISHERS ISLAND HOUSE THE GLOAMING &MONTAUK AVE. \ `— 1 v i u1 / FISHERS ISLAND,NY 06390 / GRAVEL DRIVE RESOLUTION: 4 ARCHITECTURE SINGLE FAMILY RESIDENCE � 1 0�'a � I _ --'- - � '�I / MUNICIPAL WATER a _ ___----- -- / 9 /I .' / ------------------ / ONSITE SEPTIC SYSTEM \ \\ '1 m � --' � � _--"" � /-/ 150 WEST 28TH STREET,SUITE 1902, NEW YORK,NY 10001 \ \\I T 1 - i 70 - '/ TEL:212.675.9266 www.re4a.com FAX:212.206.0944 i SINGLE FAMILY RESIDENCE / MUNICIPAL WATER \ I r �E(8PC 'ol / ONSITE SEPTIC SYSTEM N z5 QR°i SITE PLAN 1 \ POLE#729 l \I - w/ -------- DATE: 12/05/17 1 \ MON.(NOT RECOVERED) '\ 1 _ -',,__-- /' A100 SCALE: 1/16"= 1'-0" COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. R A'm RESOLUTION : 4 ARCHITECTURE 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING BOARD,AND DO NOT INCLUDE EXTERIOR CLADDING. 2. REFER TO EXTERIOR WINDOW/DOOR SCHEDULE FOR UNIT SIZES. ALL WINDOW DIMENSIONS ARE ROUGH OPENING DIMENSIONS. 3. ALL SUBFLOORS PER STRUCTURAL. 4. ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION WITH 1/2'G.W.B.SHEATHING U.O.N. Ol 5. ALL CEILINGS TO BE 5/8'G.W.B.SHEATHING. A220 6. GC TO COORDINATE NEW AND RELOCATED ROOF i DRAINS TO BE PLUMBED THROUGH EXISTING OR NEW INTERNAL LEADERS,AS REQ'D. 7. GC TO COORDINATE CONNECTION OF EXISTING ANDIOR NEW INTERNAL ROOF DRAIN LEADER(S)TO NEW ]DOD-GALLON IN-GROUND RAINWATER COLLECTION SYSTEM(SPECIFIED BELOW)FOR LANDSCAPING USE. OVERFLOW FROM NEW RAINWATER COLLECTION CISTERN TO BE CONNECTED TO EXISTING DRY WELL: RAIN HARVEST SYSTEMS RAINFLO 1000 IG GRAF COMPLETE SYSTEM (http:/lwww.rain harvest,comlrainflo-10004g-rain water-c cilection-system.asp). 8. PROVIDE NEW GALVANIZED METAL CONDUIT& r 1 ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR PROJECT LIMITS FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. I I i ® EXISTING CONSTRUCTION TO REMAIN CONCRETE FOUNDATION WALL STEPS AT PIT TOALIGN 10" 5'-2 112" 5'-31/2" 10" NEW CONSTRUCTION WIFRAMED WALL ABOVE;REF. PIT CLR.WIDTH TO STRUCTURAL DRAWINGS _ N --- ----- ----------- - -i�4 � 1 F- . w 2 14" 1 I Z 1 2 31 4" j 0zELEVATOR FOUNDATION O 1 ;r (S' ELO R PR N J F PER STRUCT. 1 I_ / �] I r 0 p ; ;�' MANF.) U z z ELEVATOR FOOTING O - i PER STRUCT. I a 1 O i O i ---- -- ----------- i o LL N TO 02 I a_i_-� -----------------------I-• 02 A220 I 1'-0'1 12'-2" li i o' FT- ITIF [IFTT] A220 1 11`I I FOUNDATION DTH ; (i C i 14'-2"00 I a_ FOOTING WIDTH UHLLH�I ADDITION OUTLINE ABOVE 4 i T --------------------------------------------------------- _ I // ---------------- - ,' FL. FINISH FL. 005 OUTDOOR PATIO '1 - I -- NI / 11 I II I T I' / EXISTING BUILDING REFERENCE USE ONLY II o04 Ecw © / / (NO WORK) i — — I y ' I I. •/ .oat P N 6' R C�EiWO17 ' -I---I-- 12/05/17 zj� PERMIT SET DESIGN REVISIONS i 1 J" / � I I I �� ) I I I, � / � ', - -• 08/07/17 REISSUE BID SET I.�_ �' — � i ` -L —� / 08/01/17 PERMIT SET ;__. 05/19/17 BID SET ----------------------------------------------- ---- , T- - — _ r- �- -I —�— I- 1- -� - 1 —I— �- �- --- -- - -- --- D ------------------- II I I I Illi ;II I Ijl I I I I I I I I I I I I I I I I I I I I I I I I' REDq Rey L ;�_�.—`_—'--_ ;► '� � ` ---- `I I I I I I I I I I I I I I I I I I I I I I I I � IL 02050A j �OF Nc L. � FISHERS ISLAND HOUSE / / ' /� / / i ELEVATOR ADDITION - -------- - ------------------------------------------------------------------------------ THE GLOAMING&MONTAUK AVE. L_______________________________________________j FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 ELEVATOR FOUNDATION CONSTRUCTION PLAN 01 ELEVATOR FOUNDATION CONSTRUCTION PLAN SCALE;3/161=11•0" DATE: 12/05/17 Al 10 SCALE: 3/16"= V-0" COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION : 4 ARCHITECTURE 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING BOARD,AND DO NOT INCLUDE EXTERIOR r - -- —• -- -- -- -- -- -- -- -- -- —i CLADDING. 02 2. REFER TO EXTERIOR WINDOW/DOOR SCHEDULE FOR 200 I UNIT SIZES, ALL WINDOW DIMENSIONS ARE ROUGH EXTENT OF EXISTING GRAVEL I I OPENING DIMENSIONS. PARKING AREA TO BE EXTENDED 3. ALL SUBFLOORS PER STRUCTURAL, APPROX.18"TO THE NORTH,VIF I 4. ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION WITH II ------- --------- 1/2'G.W.B.SHEATHING U.O.N. ------------------------------------------------------------------------------------------I Frit�b'� i 5. ALL CEILINGS TO BE 5/8"G.W.B.SHEATHING. EXISTING(5)PLANTED TREES; f t 1 i'1 6. GC TO COORDINATE NEW AND RELOCATED ROOF COORDINATE W/ARCHITECT t S �yi7 DRAINS TOLBE EADLU AS THROUGH EXISTING OR NEW RELOCATION AND/OR �7 f REMOVAL TBD IN FIELD I 7. GC TO COORDINATE CONNECTION OF EXISTING AND/OR NEW INTERNAL ROOF DRAIN LEADER(S)TO NEW 1000•GAILON IN-GROUND RAINWATER COLLECTION SYSTEM(SPECIFIED BELOW)FOR LANDSCAPING USE. OVERFLOW FROM NEW RAINWATER COLLECTION CISTERN if r Gig; Ol TO BE CONNECTED TO EXISTING DRY WELL: i A220 RAIN HARVEST SYSTEMS RAINFLO 1000 IG GRAF '^L I NOTE:LOCATION OF MITSUBISHI MULTI ZONE COMPLETE SYSTEM H21 HYPER HEAT OUTDOOR HEAT PUMP UNIT � ( , (http:liwww.rainharvest.camlralnflD-1000•ig-rainwater-a TBD IN FIELD WITH ARCHITECT,PROVIDE VIF I REQUIRED MIN.CLEARANCES PER dlection system.asp). ' GRAVEL PARKING +�- I I tiJ „ MANUFACTURER INSTALLATION INSTRUCTIONS; 8. PROVIDE NEW GALVANIZED METAL CONDUIT& ' GC TO COORDINATE FINAL LOCATION IN FIELD ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR C WITH ARCHITECT AND MOUNTED PER I f 6 dj 5 FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. I L f 4til ( RECOMMENDATIONS ON CONCRETE EQUIPMENT PAD I , I I i 12'-3" I — EXISTING STONE WALL;WEST EXISTING CONSTRUCTION TO REMAIN END OF WALL TO BE REMOVED ^, 6-51/2" 3 3/4" 4'-11 314"R.O. 6" TO ACCOMODATE NEW f I LANDSCAPE AND ELEVATOR j Z �> 01 FOOTPRINT CHANGES; LENGTH NEW CONSTRUCTION i DASHED LINE REPRESENTS SPACE FOR—T- ,i 1/L� 102 i 021 VIF I TEMPORARY ALUMINUM ACCESS RAMP- I EZ ACCESS GATEWAY ALUMINUM RAMP --------- ------ ---- i/� OR APP.EQUAL,PROVIDED&INSTALLED _ ' BY CONTRACTOR _17— 1 i N Z 1 � ce � •� I II i SYMMETRY IN-LINE GEAR DRIVE I O 1 RESIDENTIAL ELEVATOR 48"X54" 901 c CUSTOM CAR SIZE(MAX.18 SQ.FEET - io PER MANUF.)REF.TO MANUF.FOR I rn EXISTING STONE PAVERS;NUMBER RAIL BACKING FRAMING I % I OF PAVERS TO BE REMOVED AND RELOCATED EXISTING i ` I RELOCATED TBD ' I c� I ENTRY BENCH 1 02I a I 02 A22o i 02 I 117 I ti A22o 1ST FLOOR 01/A4.30 I Jl� i ELEVATOR ® I IFIFn 1 I % 100 I i VESTIBULE NEW MILLWORK T LJHHH UAILIo r I, CABINETS W/ADJ.I 01 SHELVING;FIN.TO ' MATCH EXIST. i 4.0 ------------ - ------------- --------------- TEA — --- - — --- ------------ K WOOD , J.......................... . ....•---------- ...................................... 7- — REMOVE POONSRTIOF EXISTING j WALL AS REQ'D FOR NEW Af - 1/2" ill - OPENING PER STRUCTURAL - / // ✓ DWGS RELOCATE BENCH TO --- - - / / - NEW LOCATIQNiJ - --- ' -- - � / 102 PAWTR - /."/77777'7, l--. LINE OF SOFFIT ABOVE__ / / FINIISSHFFL:' / / '/ r� - -- I~ / i/// S Q ✓// �' / /, %//'/'`j 'i% %, //, ' / BELGIAN BLOCK 06 /; - _ j '// EXISTING BUILDING Ex�ERIo // i' STAIR REFERENCE USE ONLY NO WORK 12/05/17 PERMIT SET DESIGN REVISIONS 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET -------------------- - ----- - BID SET - - 113 OUTDOOR SHOWER I J RED A -- -- y 44/4 i, / 116 Kf j N FISHERS ISLAND HOUSE / /Am / ELEVATOR ADDITION ' / ( THE GLOAMING 8.MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 Ol TEL:212.675.9266 www.re4a.com FAX:212.206.0944 200 FIRST FLOOR CONSTRUCTION PLAN 01 FIRST FLOOR CONSTRUCTION PLAN SCALE:3/16'-11•0' DATE: 12/05/17 A111 SCALE: 3/16"= V-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION : 4 ARCHITECTURE 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING BOARD,AND DO NOT INCLUDE EXTERIOR CLADDING. 2. REFER TO EXTERIOR WINDOW/DOOR SCHEDULE FOR UNIT SIZES. ALL WINDOW DIMENSIONS ARE ROUGH OPENING DIMENSIONS. 3. ALL SUBFLOORS PER STRUCTURAL. 4. ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION WITH 1/2"G.W.B.SHEATHING U.O.N. 5. ALL CEILINGS TO BE 5/8"G.W.B.SHEATHING. 6. GC TO COORDINATE NEW AND RELOCATED ROOF DRAINS TO BE PLUMBED THROUGH EXISTING OR NEW INTERNAL LEADERS,AS REQ'D. 7. GC TO COORDINATE CONNECTION OF EXISTING AND/OR NEW INTERNAL ROOF DRAIN LEADER(S)TO NEW 100D-GALLON IN-GROUND RAINWATER COLLECTION SYSTEM(SPECIFIED BELOW)FOR LANDSCAPING USE. OVERFLOW FROM NEW RAINWATER COLLECTION CISTERN TO BE CONNECTED TO EXISTING DRY WELL: RAIN HARVEST SYSTEMS RAINFLO 10001G GRAF COMPLETE SYSTEM 02 01 (h"p,//www.rainharveg.com/roinflD-1 000-lig-rain water-c A200 A220 ollecflon-wom.asp). 8. PROVIDE NEW GALVANIZED METAL CONDUIT& ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. -----------------------•-----�PROJECT LIMITS i ® EXISTING CONSTRUCTION TO REMAIN 12'-3" 10 1/2" 5'-2 1/2" 4 1/2" 3 3/4" 4'-11 3/4"R.O. 6" 01 NEW CONSTRUCTION I I 02 - -- - - NLo zoo I I 02 I I ul o N '� I --LINE OF SOFFIT �'., 13'-0" I ABOVE 02 I I o 02 I ' A220 I, A220 2ND FLOOR ESK ELEVATOR I °° NI li. I VESTIBULE a0 200 Ii ELEVATOR REMOTE I I MODIFY CEDAR POSTS,CABLE RAILING,IPE CONTROLLER IN CLOSET W/MIN.30 I DECKING,EPDM ROOFING,DRAINAGE,AND WIDE BY 36"DEEP I CEDAR BRISE SOLEIL(ABOVE)AT BALCONY#210 CLEAR I- I %RKING TO ACCOMMODATE ELEVATOR ADDITION SPACE INFRONTi I N 0 on 0 00 I. r---T-- .' -_--- }l — _--_---_------------------_-------- --------------------- '-51/2" -8 1/2"VI210 BALCON _ __ -_-------- 6 1/2"! 4 ' " ' M � VIF � .' ih � _ __________ ----._.._-_ _ ------------- --- / l REMOVE EXISTING SLIDING f / / ' 2 O M / DOOR&PORTIONS OF EXISTING WALL AS REQ'D OPENING PER STRUCT. U r' NEW � i MA/ '208 8 ////44 ' h , 211 Nx // { II EXISTING BUILDING REFERENCE USE ONLY / (NO WORKI V.a��) I X / 12/05/17 PERMIT SET DESIGN REVISIONS 7 TE I O _ 08/07/17 REISSUE BID SET xz 08/01/17 PERMIT SET / 05/19/17 B - ID SET " Ih E D A I RCti I i 5 � TL C I I I 2f19 MAST ,(n I � 5 1 0 Q I T� 0 - - - ---- ----------------nil FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 200 SECOND FLOOR CONSTRUCTION PLAN 01 SECOND FLOOR CONSTRUCTION PLAN SCALE:3116"=1'-0' DATE: 12/05/17 Al 1 2 SCALE: 3/16"= 1'-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. F RESOLUTION : 4 ARCHITECTURE 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING BOARD,AND DO NOT INCLUDE EXTERIOR CLADDING. 2. REFER TO EXTERIOR WINDOW/DOOR SCHEDULE FOR UNIT SIZES. ALL WINDOW DIMENSIONS ARE ROUGH OPENING DIMENSIONS. 3. ALL SUBFLOORS PER STRUCTURAL. 4. ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION WITH 1/2"G.W.B.SHEATHING U.O.N. 5. ALL CEILINGS TO BE 5/8"G.W.B.SHEATHING. 6. GC TO COORDINATE NEW AND RELOCATED ROOF DRAINS TO BE PLUMBED THROUGH EXISTING OR NEW INTERNAL LEADERS,AS REQ'D. 7. GC TO COORDINATE CONNECTION OF EXISTING AND/OR NEW INTERNAL ROOF DRAIN LEADER(S)TO NEW 1000-GALLON IN-GROUND RAINWATER COLLECTION SYSTEM(SPECIFIED BELOW)FOR LANDSCAPING USE. OVERFLOW FROM NEW RAINWATER COLLECTION CISTERN TO BE CONNECTED TO EXISTING DRY WELL: RAIN HARVEST SYSTEMS RAINFLO 10001G GRAF COMPLETE SYSTEM 02 01 (http:/lwww.rainha rvest.cam/roinflo•1000•fg-rain water-c A200 A220 dlection-"em.asp). 8. PROVIDE NEW GALVANIZED METAL CONDUIT& ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. PROJECT LIMITS ® EXISTING CONSTRUCTION TO REMAIN 12'-3" i 10 1/2" 5'-21/2" 4 1/2" 3 3/4" 4'-11 3/4"R.O. 6" NEW CONSTRUCTION I 302 I N _ I -- 300 301 elf 0 301 (V N L? o ELEVATOR in BULKHEA? icod io l 300 02 I 02 I " 9 1 4' q4l / "R� 6" . Y Y A220 I � � � I A220 N + LINE N LINE OF BRISE ROOF -�SµO--L�EIL ABOVE-- OVERHANG ABOVE `v NEW OUTDOOR DECK i C�O.�NNEC�.�T,IIONNEW CEDAR POSTS,CABLE YJL��d✓l�I..IL JL.y�LJL -s RAILING,&PE DECKING TO iCONNECT TO EXISTING HOUSE / NEW �STRUCTURAL�POST WITHIN' NEW EXTERIOR WALL ROOF VOID FOR RELOCATED � LADDER ACCESS, AM1 EXISTING BUILDING EXISTING BUILDING / REFERENCE USE ONLY %' I „'' ',' ,:, ; ; ' ,, REFERENCE USE ONLY I �, ii. (NO WORK) /,; ,, „ r,/ y I i (NO WORK) j� 303 GREEN ROOF j 2 DE j I a i 12/05/17 PERMIT SET DESIGN REVISIONS LINE OF NEW ROOF EXTENSIO / j / j 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET HP 05/19/17 BID SET - - - NEW CEDAR POSTS TO SUPPORT EXTENDED ROOF CANOPY ABOVE � 4'4"VIF BRED ARC PER STRUCi.(MATCH EXISTING) � � LINE OF EXTENDED ►L----- ----------------�------------------ ---------------------- ¢O0 ROOF CANOPY ABOVE LINE OF EXISTING ROOF CANOPY ABOVE ' � I 1 r►� 1 q� 02050 �0 N ,.. FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 A200 ROOF BULKHEAD � CONSTRUCTION PLAN 01 ROOF BULKHEAD CONSTRUCTION PLAN SCALE:3/161.1'-0" DATE: 12/05/17 1 13 SCALE: 3/16"= 1'-0" A1 COPYRIGHT © RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION : 4 ARCHITECTURE 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF SHEATHING BOARD,AND DO NOT INCLUDE EXTERIOR CLADDING. 2. REFER TO EXTERIOR WINDOW1 DOOR SCHEDULE FOR UNIT SIZES. ALL WINDOW DIMENSIONS ARE ROUGH OPENING DIMENSIONS. 3. ALL SUBFLOORS PER STRUCTURAL. 4. ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION WITH 1/2'G.W.B.SHEATHING U.O.N. 5. ALL CEILINGS TO BE 5/8'G.W.B.SHEATHING. 6. GC TO COORDINATE NEW AND RELOCATED ROOF DRAINS TO BE PLUMBED THROUGH EXISTING OR NEW INTERNAL LEADERS,AS REQ'D. 7. GC TO COORDINATE CONNECTION OF EXISTING ANWOR NEW INTERNAL ROOF DRAIN LEADER(S)TO NEW 1000-GALLON IN-GROUND RAINWATER COLLECTION SYSTEM(SPECIFIED BELOW)FOR LANDSCAPING USE. OVERFLOW FROM NEW RAINWATER COLLECTION CISTERN TO BE CONNECTED TO EXISTING DRY WELL: RAIN HARVEST SYSTEMS RAINFLO 10001G GRAF COMPLETE SYSTEM 02 Y440 (http:lf www,rain harvest,com/rainflo-I 0011lig-rain water-c A200 A220 ollecflongWem.asp). 8. PROVIDE NEW GALVANIZED METAL CONDUIT& ASSOCIATED INFRASTRUCTURE TO ROOF CANDPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. ®PROJECT LIMITS EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION 12'•3" 1 6 1/2"' 11'-2" 6 112" I NEW PARAPET WALLS TO MATCH EXIST.(REF.A500) NEW INTERNAL ROOF DRAIN (ALTERNATIVE:SLOPE TO NEAREST EXISTING ROOF DRAIN,IF FRAMING I v PROHIBRS NEW DRAIN LEADER) I 2 j -------- ' LINE OF ROOF OVERHANG LINE OF ELEVATOR BULKHEAD 02 BELOW I 02 A220 I ED I A220 NEW FULLY-ADHERED 60 MIL.EPDM ROOFING MEMBRANE ON TAPERED RIGID FOAM INSULATION,SLOPED TO INTERNAL ROOF DRAIN-MIN,114"PER / FOOT,TYP.AS SHOWN NEW TRELLIS OPEN TO AIR a, ROOF VOID FOR RELOCATED LADDER ACCESS I NEW I EXISTING r' /EXISTING / / / / / LINE OF NEW ROOF �ENSIQN J,' Ox EXIST.INTERNAL ROOF DRAIN,VIF PRQVID NEW GALV.MTL. E CONDUIT %/•'/i,'; ;�' ' ;-�"�; ,'% �' /FUTURE SOLAR HOT WATER ARRAY EXIST.MUSHROOM ROOF VENT,VIF / 70 04 j/ ��/. ' EXISTING FLUE,VIF LL co i EXIST. VENT VIF i. . i / INTERNAL ROOF DRAIN,VIF EXISTING BUILDING - T REFERENCE USE ONLY /%.'' /,: ' %';' EXISTING BUILDING REFERENCE USE ONLY (NO WORK) ~ROOFING ON iAPERED/RI (NO WORK) / EXIST.INTERNA[ROOF DRAIN,VIF 12/05/17 PERMIT SET DESIGN REVISIONS // ' EXIST.EPDM GID - FOAM INSULATION TO BE EXTENDED;SLOPE f / / 08/07/17 REISSUE BID SET 114'PER FT.TO EXIST.INTERNAL OF DRAIN 08/01/17 PERMIT SET ROOF / ————— —— ——--— / 05/19/17 BID SET / o NEW EXISTING / // >> ENSION OF EXISTING ROOF OVERHANG PER STRUCTURAL ED ARc j �� 4'-4"VIF i 01iepl L EXISTING ROOF OVERHANG -SLCPEDFROM UNDERSIDE OF CEILING TO 6"PROFILE- SEE EXT.ELEV. (P u O�o0 N��.,� FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 A200 ROOF CANOPY CONSTRUCTION PLAN 01 ROOF CANOPY CONSTRUCTION PLAN ROOF V-0' DATE: 12/05/17 Al 14 SCALE: 3/16"= 1'-0" COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION : 4 ARCHITECTURE CEILING AND LIGHTING NOTES GENERAL 01. ALL ELECTRICAL WORK TO BE PERFORMED BY 02 LICENSED ELECTRICAL CONTRACTOR. A200 02. PROVIDE ELECTRICAL SERVICES AS REQUIRED TO ACCOMMODATE NEW LIGHT FIXTURES AS PER MANUFACTURER'S RECOMMANDATIONS. 03.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, BOXES,SWITCHES,DIMMERS,FIXTURES,BULBS, TRANSFORMERS AND ALL OTHER MATERIALS NOT SPECIFIED TO BE PROVIDED BY OWNER, 04.PROVIDE,COORDINATE AND INSTALL ALL REQUIRED REMOTE TRANSFORMERS FOR LIGHTING AS SPECIFIED BY MANUFACTURERS,EXACT LOCATIONS TO BE COORDINATED IN FIELD WITH ARCHITECT. 05. ALL SWITCHES TYPICALLY MOUNTED CENTERLINE @ 48"A.F.F.UNLESS OTHERWISE NOTED. COORDINATE AND i VERIFY ALL LIGHTING LOCATIONS WITH MILLWORK. REFER TO INTERIOR ELEVATIONS. Ol I 06. ALL SWITCHES VERTICALLY ALIGNED WITH OUTLETS A220 UNLESS OTHERWISE NOTED.IN CASE OF CONFLICT, VERIFY LOCATION OF LIGHT FIXTURES AND SWITCHES IN FIELD W/ARCHITECT. 07. ALL SYMBOLS&DIAGRAMS ARE NOT TO SCALE. SWRCHES 01. ALL SWITCHES,OUTLETS,TELEPHONE JACKS&TV OUTLETS TO BE DECORA BY LEVITON,WHITE TO MATCH EXISTING 02.ALL NEW DIMMERS TO BE MAESTRO BY LUTRON, WHITE;COORDINATE LIGHT TYPE W/SWITCH, FLUORESCENT LIGHTS TO USE LUTRON HI-LUME FDB ELECTRONIC DIMMING BALLASTS AS REQUIRED. 03. ALL COVER PLATES TO BE STAINLESS DECORA BY I--PROJECT LIMITS LEVITON TO MATCH EXISTING RADI EQ EQ I CONTROL SYCTO CONSISTING OF: Ol. CONTRACTOR SHALL PROVIDE LUTRON RADIORA2 �- ___----------------- i LIGHTING CONTROL KEYPAD AT LOCATION INDICATED ON DRAWING;RADICRA2 MAIN REPEATER AND ---------- --- '- RADIORA2 AUXILIARY REPEATER AS REQ'D AT LOCATIONS TBD;PROVIDE RADIORA2 COMPATIBLE LUTRON MAESTRO DIMMERS.TYP. WINDOW LEGEND Lu 1'' --—�` K-- =- --— CT CEILING MOUNTfB EURiAfN TRAcK MULLION --E=5—F+IS -ME>uH85f•hg£ES i I KP 01 r Q RECESSED LOW VOLTAGE LIGHT FIXTURE ` O D�D O 02 I __ I I WINDOW 02 A220 _ . '� _ ` ' K I MffS BISHI ULTI-Z NE 1-121 HYPE EAT A220 —a K '� I CEIL GC SETTE DO UNIT WINDOW _ �'? nye SURFACE MOUNTED LIGHT FIXTURE EQ EQ PENDANT LIGI IT FIXTUREI LINEAR LED LIGI IT FIXTURE 8'-1 5/8'ASF VIF WINDOW 't GWB SOFFIT I I EXISTING COMBINATION SMOKE DETECTOR AND CARBON MONOXYDE ALARM TO REMAIN ezllrl6F".N -------- ------ T THERMOSTAT OS T BEN ��, - 7//•j 102 , - — — — / CH / r - - -- --- -- — -- — � / � I�/ LIGHTING SWITCH / � 103 KITCHE �'/ j / / / / ' T�0 �' ' / j I09 GUEST BEDROd1 / TD LIGHTING DIMMER SWITCH / 8 WAY LIGI ITING DIMMER SWITGI I FD 54NDIMMER-SWITGIi FKP011 LUTRON KEYPAD / / / '�/ /, / / /i / � - / � / / N / S ARAGEHEE)FLOOR RECEPTACLE CEILING LEGEND ' / / 0 'STORAGE ; / REFERENCE USE ONLY / GWB CEILING @ 8'-1 5/8'ASF,VIF r K1111, (NO WORK) GWB CEILING@ 7'-0 5/8'A F,VIF 105 VJNTzi ' /y"lo7 uEST eA / 5 s' j 1pg I X4 T&G CEDAR CEILING 12/05/17 1 PERMIT SET DESIGN REVISIONS TRANS I / / / / / -^-•`+-r- , _ ENT / / WISH FL VIF/ / / 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET 05/19/17 BID SET 77/ OUTDOOR SHOWER / / /y/ / - y _ / C� r / i N,,'9 1 � 0 � y- 2050 0 - �OF N ! - ' FISHERS ISLAND HOUSE / TIT// i / / ' // / - / / / / / / ! / THE GLOAMING 8 MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 Ot TEL:212.675.9266 www.re4a.com FAX:212.206.0944 200 FIRST FLOOR REFLECTED CEILING PLAN -/� 01 FIRST FLOOR REFLECTED CEILING PLAN SCALE:3116".1'•0' DATE: 12/05/17 Al 20 SCALE: 3/16"= l'-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. Mom R s 4 RESOLUTION : 4 ARCHITECTURE CEILING AND LIGHTING NOTES GENERAL 01. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSED ELECTRICAL CONTRACTOR. 02. PROVIDE ELECTRICAL SERVICES AS REQUIRED TO ACCOMMODATE NEW LIGHT FIXTURES AS PER MANUFACTURER'S RECOMMANDATIONS. 03.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, BOXES,SWITCHES,DIMMERS,FIXTURES,BULBS, TRANSFORMERS AND ALL OTHER MATERIALS NOT SPECIFIED TO BE PROVIDED BY OWNER. 04.PROVIDE,COORDINATE AND INSTALL ALL REQUIRED REMOTE TRANSFORMERS FOR LIGHTING AS SPECIFIED BY MANUFACTURERS,EXACT LOCATIONS TO BE COORDINATED IN FIELD WITH ARCHITECT. 05. ALL SWITCHES TYPICALLY MOUNTED CENTERLINE @ 48"A.F.F.UNLESS OTHERWISE NOTED. COORDINATE AND VERIFY ALL LIGHTING LOCATIONS WITH MILLWORK. REFER TO INTERIOR ELEVATIONS. 06. ALL SWITCHES VERTICALLY ALIGNED WITH OUTLETS UNLESS OTHERWISE NOTED.IN CASE OF CONFLICT, VERIFY LOCATION OF LIGHT FIXTURES AND SWITCHES IN 02 01 FIELD W/ARCHITECT. 07. ALL SYMBOLS&DIAGRAMS ARE NOT TO SCALE. A2Q0 A220 SWITCHES 01. ALL SWITCHES,OUTLETS,TELEPHONE JACKS&TV OUTLETS TO BE DECORA BY LEVITON,WHITE TO MATCH EXISTING 02.ALL NEW DIMMERS TO BE MAESTRO BY LUTRON, WHITE;COORDINATE LIGHT TYPE WJSWITCH. FLUORESCENT LIGHTS TO USE LUTRON HI-LUMF FDB PROJECT LIMITS ELECTRONIC DIMMING BALLASTS AS REQUIRED. 03. ALL COVER PLATES TO BE STAINLESS DECORA BY LEVITON TO MATCH EXISTING RADIORA2 SYSTEM WINDOW I 01. CONTRACTOR SHALL PROVIDE LUTRON RADIORA2 CONTROL SYSTEM CONSISTING OF: -,---------: I LIGHTING CONTROL KEYPAD AT LOCATION INDICATED ON DRAWING;RADIORA2 MAIN REPEATER AND RADIORA2 AUXILIARY REPEATER AS REQ'D AT LOCATIONS TBD;PROVIDE RADIORA2 COMPATIBLE ___ LUTRON MAESTRO DIMMERS.TYP. o� i ��` WINDOW LEGEND O . 1 T - . 1 O - —�-.^,T GEILHdGhq$UNTiiv c^-ar'rTrAiNii2AcK E=i ms mEEHeSHADES T-0 5/8" EQ �'I EQ i GWB SOFFIT I ' I (D RECESSED LIGHT FIXTURE i 02 Cf— — I K K MITSUBISHI MULTI-ZONE H21 HYPER HEAT 02 '\A22gr WINDOW _ I ~— C+ — .` i CEILING CASSETTE INDOOR UNIT A220 RECESSED WALL WASHER LIGI IT FI)GURE w 1 SURFACE MOUNTED LIGHT FIXTURE i I_ -r '- 'A F VIF) T C+ GWB CLG. PENDANT LIG I IT FIXTUREw WINDOW - - -- LINEAR LED HGI IT FIXTURE i EQ LEQ EXISTING I ' I SD DETECTOR AND INATI ON SMOKE 0 ---------------------------------------------------------- ----- MQNOXYDE ALARM TO REMAIN DOOR------- - JAMB SWITCH I f - - - OT THERMOSTAT - - j / -n-AUDIO SPEAKERS LIGHTING SWITCH D LIGHTING DIMMER SWITCH X313-3-WAY-NG 'rl�'GmMDe1ER SWITEII �--FON DIMMER SWITC-1I KP1 LUTRON KEYPAD ON... ..,.. / - / 276 MEDIA'ROO / /' / EEH I'T�4 NY/ CEILING LEGEND GW8CEILING @8'-15/8'ASF,VIF zx INO WORK GWB CEILING @ 7'-0 5/8"ASF,VIF 1X4 T&G CEDAR CEILING 12/05/17 1 PERMIT SET DESIGN REVISIONS FOR OM/ / / / / i / / / 20 MASTER BEpR001v1 / 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET 711 "1 05/19/17 BID SET j I ED ARC i 209 MAST DEC 02050 Q¢ I L ' I FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 O1 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 A200 SECOND FLOOR REFLECTED CEILING PLAN 01 SECOND FLOOR REFLECTED CEILING PLAN SCALE:3/16'=1'-0' DATE: 12/05/17 SCALE: 3/16"= 1'-0" Al 21 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. RES 14 RESOLUTION : 4 ARCHITECTURE CEILING AND LIGHTING NOTES GENERAL 01. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSED ELECTRICAL CONTRACTOR. 02. PROVIDE ELECTRICAL SERVICES AS REQUIRED TO ACCOMMODATE NEW LIGHT FIXTURES AS PER MANUFACTURER'S RECOMMANDATIONS. 03.CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, BOXES,SWITCHES,DIMMERS,FIXTURES,BULBS, TRANSFORMERS AND ALL OTHER MATERIALS NOT SPECIFIED TO BE PROVIDED BY OWNER. 04.PROVIDE,COORDINATE AND INSTALL ALL REQUIRED REMOTE TRANSFORMERS FOR LIGHTING AS SPECIFIED BY MANUFACTURERS,EXACT LOCATIONS TO BE COORDINATED IN FIELD WITH ARCHITECT. 05. ALL SWITCHES TYPICALLY MOUNTED CENTERLINE @ 48"A.F.F.UNLESS OTHERWISE NOTED. COORDINATE AND VERIFY ALL LIGHTING LOCATIONS WITH MILLWORK. REFER TO INTERIOR ELEVATIONS. 06, ALL SWITCHES VERTICALLY ALIGNED WITH OUTLETS UNLESS OTHERWISE NOTED,IN CASE OF CONFLICT, VERIFY LOCATION OF LIGHT FIXTURES AND SWITCHES IN 01 FIELD W/ARCHITECT. 02 A200 A220 07. ALL SYMBOLS&DIAGRAMS ARE NOT TO SCALE. SNATCHES 01. ALL SWITCHES,OUTLETS,TELEPHONE JACKS&TV OUTLETS TO BE DECORA BY LEVITON,WHITE TO MATCH EXISTING 02.ALL NEW DIMMERS TO BE MAESTRO BY LUTRON, WHITE;COORDINATE LIGHT TYPE W/SWITCH, FLUORESCENT LIGHTS TO USE LUTRON HI-LUME FDB PROJECT LIMITS ELECTRONIC DIMMING BALLASTS AS REQUIRED. 03. ALL COVER PLATES TO BE STAINLESS DECORA BY LEVITON TO MATCH EXISTING WINbOW I IORA2 SYSTEM 01.DCONTRACTOR SHALL PROVIDELUTRON O RADIORA2 CONTROL SYSTEM CONSISTING OF: LIGHTING CONTROL KEYPAD AT LOCATION INDICATED ON DRAWING;RADIORA2 MAIN REPEATER AND I' RADIORA2 AUXILIARY REPEATER AS REQ'D AT LOCATIONS TBD;PROVIDE RADIORA2 COMPATIBLE LUTRON MAESTRO DIMMERS.TYP. LEGEND WINDOW GT CEILING meuNTED eUR'rAfN-TRACK GWB CLG. (VIF) tom MS 111CGI IeSHADES RECESSED LIGHT FIXTURE T&G CEDAR CLG. 02 I --- N ——————— I OVERHANG 02 A220CENTER EXT.LIGHT A220 ---- ON WPGFI ABOVE -- -------------- LINE OF AZEK CLAD j LVL BRISE SOLEIL SURFACE MOUNTED LIGHT FIXTURE FIXTURE j I PROVIDE&INSTALL CLG. HNEAR-E-D+GFIT-FImvRE ______________ I BLOCKING&INSTALL YOGA KIT SD EXISTING COMBINATION SMOKE — OWNER TO PROVIDE YOGA KIT — -- i R AND CARBON SPECIFICATION G MONOXOYDE ALARM O REMAIN -------------- I -�'- �zEfLRF6 fAP� THERMOSTAT bB10-SPEAKERS TD LIGHTING DIMMER SWITCH / §I #313 ,S WAY LIGHTING DIMMER SWITGIl ROOF LADDER "„ - j ' FU FAN DIMMER SWITC-1I ACCE / EXISTING B ILDIN EXISTING BUILDI , � �Krol LUTRON KEYPAD , / T&G CEDAR/ - - '/' ✓ ' REFERENCE USE ONLY / / REFERENCE USE ONLY i / / (NQ WORK) / %CEILING/ (NQ WORK) / S WITC 303 GREEN ROOF t�EEN R OF / � CEILING LEGEND GWB CEILING @ 8'-1 5/8"ASF,VIF GWB CEILING @ 7--0 5/8"ASF,VIF Al / ' /' / // I 1X4 T&G CEDAR CEILING 12/05/17 PERMIT SET DESIGN REVISIONS OF NEW ROOF EXTENSION / / // 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET p , J � h ED A i — — -- ------------- — -- 0 R7 L tR y SLOPED T&G CEDAR CEILING ON ROOF �(/ Q- NA OVERHANG TO MATCH EXISTING I �� A , rr, N 0205o� �O� FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 4200) TEL:212.675.9266 www.re4a.com FAX:212.206.0944 ROOF BULKHEAD/CANOPY REFLECTED CEILING PLAN 01 ROOF BULKHEAD/CANOPY REFLECTED CEILING PLAN ROOF =1'-0° DATE: 12/05/17 Al 22 SCALE: 3/16"= l'-0" COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. R LS A. RESOLUTION : 4 ARCHITECTURE tl 02 200 ELECTRICAL 1. ALL OUTLETS AND RECEPTACLES TYPICALLY MOUNTED AT 16"A.F.F.O.C. U.O.N.-REFER TO ELEVATIONS FOR MOUNTING LOCATIONS. 2. ALL SWITCHES MOUNTED AT 48"A.F.F.U.O.N.-REFER TO ELEVATIONS MOUNTING LOCATIONS., 3. ALL THERMOSTATS TYPICALLY MOUNTED @ 60"A.F.F. U.O.N-REFER TO ELEVATIONS MOUNTING LOCATIONS 4. PROVIDE ELECTRICAL SUPPLY TO ELEVATOR(MOTOR &CAB LIGHTING)PER MANUFACTURER INSTRUCTION. 5. PROVIDE ELECTRICAL SUPPLY AS REQ.TO ACCOMODATE ELECTRICAL FIXTURES PER MANUFACTURER INSTRUCTION. /0 6. IN CASE OF CONFLICT,VERIFY LOCATION OF 1 RECEPTACLE AND SWITCHES W/ARCHITECT. A220 7. ALL ELECTRICAL CIRCUITS HOMERUN TO BASEMENT MECHANICAL ROOM MAIN ELECTRICAL PANEL 8. ALL DATA/TELEPHONE RECEPTACLES TO BE PROVIDED W/(2)TWO CAT-6 LINES HOMERUN TO EXISTING BASEMENT CLOSET TERMINATION POINT, 9. PROVIDE NEW GALVANIZED METAL CONDUIT& ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. i f--PROJECT LIMITS --------------- I � 6" LEGEND WINDOW DUPLEX RECEPTACLE ;FI GROUND FAULT INTERRUPT DUPLEX 02 I WALL RECEPTACLE WATERPROOF GROUND FAULT A220 I 02 WPGFI A220 0l/A40 INTERRUPT RECEPTACLE QUAD RECEPTACLE i REF APPLIANCE RECEPTACLE TELEPHONEIO ATA RECEPTACLE i � � DUAL CAT-6 j Y CATV RECEPTACLE,HD COAX. WALL FLOOR DUPLEX RECEPTACLE T - ---------------------- — i �T /' -- -- --•--- j ® FLOOR QUAD RECEPTACLE i � WPGFI INTERRUPT FLOOR DUPLEX RECEPT, f ✓ - / }TCHE A� / 1D9 /� ® R PROOF GROUND FAULT WATER f N S" 9F ! - i "^� f- FLOOR PHONEIDATA RECEPTACLE i lv4W +(f�Y. AUDIO VIDEO CONDUIT WALL OUTLET ELECTRICAL PANEL w z pE LUTRON PANEL r 78'-0" U L.VIF / _ BELGIAN BLOCK y - / s SWITCHED RECEPTACLE S SWITCHED FLOOR RECEPTACLE O 1 HA N o O N Y. Z / TA1R/ '� A ExiSTING BUILDING / / REFERENCEONLY (NO WORK) ,105 1 =--_- / (FEST 12/05/17 PERMIT SET DESIGN REVISIONS }NIS 08/07/17 REISSUE BID SET 08/01/17 - ------ PERMIT SET - - - - ---------------- i / -- — --- 05/19/17 BID SET - 113 OUTDOOR SHOWER - i _-----_--. y -a- z PED A,4�C Ll DECyk 020501 �0 FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. ----------------------------1 FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 A200 FIRST FLOOR 01 FIRST FLOOR POWER & TELEPHONE PLAN POWER & TELEPHONE PLAN SCALE:3/16'-1'-11' DATE: 12/05/17 Al 30 SCALE: 3/16'= V-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. is RESOLUTION : 4 ARCHITECTURE ELECTRICAL 1. ALL OUTLETS AND RECEPTACLES TYPICALLY MOUNTED AT 16"A.F.F.O.C. U.O.N.-REFER TO ELEVATIONS FOR MOUNTING LOCATIONS. 2. ALL SWITCHES MOUNTED AT 48"A.F.F.U.O.N.-REFER TO ELEVATIONS MOUNTING LOCATIONS.. 3. ALL THERMOSTATS TYPICALLY MOUNTED @ 60"A.F.F. U.O.N-REFER TO ELEVATIONS MOUNTING LOCATIONS 4. PROVIDE ELECTRICAL SUPPLY TO ELEVATOR(MOTOR &CAB LIGHTING)PER MANUFACTURER INSTRUCTION. 5. PROVIDE ELECTRICAL SUPPLY AS REQ.TO ACCOMODATE ELECTRICAL FIXTURES PER MANUFACTURER INSTRUCTION. 6. IN CASE OF CONFLICT,VERIFY LOCATION OF RECEPTACLE AND SWITCHES W/ARCHITECT. 7. ALL ELECTRICAL CIRCUITS HOMERUN TO BASEMENT MECHANICAL ROOM MAIN ELECTRICAL PANEL 02 01 8. ALL DATAITELEPHONE RECEPTACLES TO BE PROVIDED W/(2)TWO CAT-6 LINES HOMERUN TO EXISTING 200 A220 BASEMENT CLOSET TERMINATION POINT. 9. PROVIDE NEW GALVAN17ED METAL CONDUIT& ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. PROJECT LIMITS i ------------ 6" LEGEND —�ul DUPLEX RECEPTACLE 2"X 6"GROMMET SLOT CUTOUT,EQ. ! 3" G I ( GH GROUND FAULT INTERRUPT DUPLEX RECEPTACLE DISTANCE FROM ADJACENT WALL w I I — — —?—� —� 02 WINDOW 02 wPGFI WATERPROOF GROUND FAULT NA220_F MOCKETT PCS49C-WHITE I I A220 INTERRUPT RECEPTACLE vr POWER/DATA/USB GROMMET - CENTERED ON DESK QUAD RECEPTACLE 2"X 6'GROMMET SLOT CUTOUT,EQ. -----------lI DISTANCE FROM ADJACENT WALL REF I Ch APPLIANCE RECEPTACLE i O I I i TELEPHONEIDATA RECEPTACLE DUAL CAT-6 i EQ—rEQ CJ w I ,- CATV RECEPTACLE,HD COAX. ii I WALL --------- --_--,-, - FLOOR DUPLEX RECEPTACLE 0 w I ► ----_--_ -"-"---- � ® FLOOR QUAD RECEPTACLE ROO// - j j / ® WATER PROOF GROUND FAULT 2 WPGFI INTERRUPT FLOOR DUPLEX RECEPT. FLOOR PHONE/DATA RECEPTACLE j j08Al 971 AUDIO VIDEO CONDUIT WALL OUTLET ELECTRICAL PANEL LUTRON PANEL SWITCHED RECEPTACLE / / S SWITCHED FLOOR RECEPTACLE it ON, I - i - EXISTING B ILDIN _ / REFERENCE USE ONLY / / I (NO WORK) 12/05/17PERMIT SET DESIGN REVISIONS 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET 05/19/17 BID SET --- —, ------------------------•--------------.......-_...---...-•••-••---•...--•-•••--•- -•--•-... -----•-... .-------•- I C ARC L y'�� I I / I I �0 FpF N��1 FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 200 SECOND FLOOR POWER & TELEPHONE PLAN 01 SECOND FLOOR POWER & TELEPHONE PLAN SCALE:3/16'-11•0" DATE: 12/05/17 Al 31 SCALE: 3/16"= V-0" COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. R SAn RESOLUTION : 4 ARCHITECTURE ELECTRICAL 1. ALL OUTLETS AND RECEPTACLES TYPICALLY MOUNTED AT 16"A.F.F.O.C. U.O.N.-REFER TO ELEVATIONS FOR MOUNTING LOCATIONS. 2. ALL SWITCHES MOUNTED AT 48"A.F.F.U.O.N.-REFER TO ELEVATIONS MOUNTING LOCATIONS.. 3. ALL THERMOSTATS TYPICALLY MOUNTED @ 60"A.F.F. U.O.N-REFER TO ELEVATIONS MOUNTING LOCATIONS 4. PROVIDE ELECTRICAL SUPPLY TO ELEVATOR(MOTOR &CAB LIGHTING)PER MANUFACTURER INSTRUCTION. 5. PROVIDE ELECTRICAL SUPPLY AS REQ.TO ACCOMODATE ELECTRICAL FIXTURES PER MANUFACTURER INSTRUCTION. 6. IN CASE OF CONFLICT,VERIFY LOCATION OF RECEPTACLE AND SWITCHES W/ARCHITECT. 7. ALL ELECTRICAL CIRCUITS HOMERUN TO BASEMENT MECHANICAL ROOM MAIN ELECTRICAL PANEL 02 Ol B. ALL DATAITELEPHONE RECEPTACLES TO BE PROVIDED A200 A220 W/(2)TWO CAT-6 LINES HOMERUN TO EXISTING BASEMENT CLOSET TERMINATION POINT. 9. PROVIDE NEW GALVANIZED METAL CONDUIT& ASSOCIATED INFRASTRUCTURE TO ROOF CANOPY FOR FUTURE INSTALLATION OF SOLAR HOT WATER ARRAY. PROJECT LIMITS i ------------ I I ::-=------=1 WINDOW LEGEND OL I � DUPLEX RECEPTACLE 6,FI GROUND FAULT INTERRUPT DUPLEX WPIGFIN �1 02 I ---.L N I 02 II RECEPTACLE ------- WPGFI A220 I i A220r NE TERPRRRUPTOROECEPROACL D FAULT QUAD RECEPTACLE REF –"------'------- I APPLIANCE RECEPTACLE TELEPHONE/DATA RECEPTACLE DUAL CAT-6 I i Y CATV RECEPTACLE,HD COAX. ® FLOOR DUPLEX RECEPTACLE — ' ——————————— ® FLOOR QUAD RECEPTACLE WATER PROOF GROUND FAULT WPGFI INTERRUPT FLOOR DUPLEX RECEPT. ,- - - - FLOOR PHONE/DATA RECEPTACLE - AUDIO VIDEO CONDUIT WALL OUTLET ELECTRICAL PANEL ME j EXISTING BUILDING / EXISTING BUILDING LUTRON PANEL REFERENCE USE ONLY REFERENCE USE ONLY p (NO WORK) (NO WORK) / 9S SWITCHED RECEPTACLE V/z ® SWITCHED FLOOR RECEPTACLE 12/05/17 PERMIT SET DESIGN REVISIONS LINE OF NEW ROOF EXTENSION 08/07/17 REISSUE BID SET 08/01/17 PERMIT SET - ' ' , 05/19/17 BID SET � � I _p ED Ajc , �K 02050 �0 FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 200 ROOF BULKHEAD � 01 ROOF BULKHEAD POWER & TELEPHONE PLAN POWER & TELEPHONE PLAN SCALE:3/16'-1'-0" DATE: 12/05/17 l 32 SCALE: 3/16"= 1'-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. J R E S 4 RESOLUTION : 4 ARCHITECTURE 02 2ao 1 I I i I I I , I I , I I , I 1 , ' I I 1 I I I I I I of I ' j I A220 j I I 1 1 I I i I i I I I I i I I I I i ' I I I I I I I I I I ' I I PROJECT LIMITS I I I I I I I , I I I ----- I I , cis 1 , w-2 i I I I FL•1 I I - - I - 1 ' 1 I I W-1 I o2 , 02 I A220 I w., RELOCATED w-, A220 1 BENCH CABINETS I I W/ADJ. SHELVING I ___________________________________________________________________________________ ________________________ / 1i13 KITCFIE / F —-- rl,l 'z —BELGIAN BAMBOO FLOORING-STRANDWOVEN DARK BLOC (MATCH EXISTING) ' / i FL-z 5/4'IPE DECKING(MATCH EXISTING) El� 2 1/4"THICK-(3)LAYERS 3/4" EXPOSED EDGE BALTIC BIRCH PLYWD.W/CLEAR SATIN POLYURETHANE FINISH&WILSONART w J 115 114 LAMINATE#D354-60"DESIGNER WHITE"TOP EXISTING BUILDING / SURFACE&STEEL SUPPORTS(REF.02/A023) Z /STP - REFERENCE USE NLY � w (KOUNTRY KRAFT MATCH EXISTING) AK VENEER WOOD rw-21 ELEVATOR CAB WALL&CLG.MILLWORK I -=I PANELS W/WILSONART LAMINATE ND354.60 � - % "DESIGNER WHITE"-BY SYMMETRY ELEVATOR i,a8 T r r / 12/05/17 � PERMIT SET DESIGN REVISIONS 08/07/17 REISSUE BID SET - - ' - 08/01/17 PERMIT SET 05/19/17 BID SET =_-----------------i i..-----------------I -------' -------------------' - - - 113 OUTDOOR SHOWER - ---- ------ Rey, L - 9 02 0'+ O • 05 S OF v- " - - _ -------- - ---- - FISHERS ISLAND HOUSE ELEVATOR A®DITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 2ao FIRST FLOOR FINISH PLAN 01 FIRST FLOOR FINISH PLAN DATE: 12/05/17 Al 40 SCALE: 3/16"= V-0" COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. lm= S R 4 RESOLUTION : 4 ARCHITECTURE 02 01 A200 A220 PRQJECT LIMITS ------ i -- W_z W-1 FLA 02 I I 02 A220 I I A220 _ - ----------- ------------ r I 203" EDR(5 / 08 , ;izzzl .I it / •1 � / / I , . Ell BAMBOO FLOORING-STRANDWOVEN DARK (MATCH EXISTING) 5/4"IPE DECKING(MATCH G) O N / Q 2 1/4 THICK- 3 ROOM O LAYERS 3/4" Tt" EXP- OSED EDGE BALTIC BIRCH PLYWD.W/CLEAR SATIN POLYURETHANE FINISH&WILSONART Exl$TING BUILDING SURFACE& D35 S p OSIGPORTS(ER WHITE" TO STEEit zoz" BAT i REFERENCE war. oNLY / EI / (Nowo RK) E1] (OUNTRY KRAFT TEAK VENEER WOOD MATCH EXISTING) ®-s ELEVATOR CAB % - WALL&CL G. MILLWORK ,j✓ � / - / I PANELS W/WILSONART LAMINATE t03b460 "DESIGNER WHITE`-BY SYMMETRY ELEVATOR L' PERMIT SET DESIGN REVISIONS% - - - /201 207 AST k + - / / 12/05/17 \ / 08/07/17 REISSUE BID SET 08/01/17 _ - PERM Ir SET Uo— e --- --- ----- - "`-`_`_`.`� / / --- / 05/19/17 � BID SET ------------------------------------------------------------------------------------------------- ----------------------- I REp ARC G�5 ::'r IL I I O N I I I 209 ,�AST E I - I N u ,C I I '9T 02050 O� IL- ---- -- ---- -------- ------ N FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.Com FAX:212.206.0944 200 SECOND FLOOR 01 SECOND FLOOI$H PLAN FINISH PLAN SCALE:3/16'-V-0- DATE: 12/05/17 SCALE: 3/16"= 1'0" A141 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. RESOLUTION : 4 ARCHITECTURE 02 01 A200 A220 PROJECT LIMITS ---------------- W-1 ----- ----w•1 FL•1 - FL•1- I I I, I 02 2 I 'NA220r A220 I PL z I y � I I i i / EXISTING BUILDING " EXISTING BUILDING REFERENCE USE ONLY " %;/ // i ! 'I , ' x, ' ' / // ' /j ' REFERENCE USE ONLY �t BAMBOO FLOORING-STRANDWOVEN DARK // / i /i I (MATCH ATCH EXISTING ) - (NO WORK) (NO WORK) X F�•s 5/4"IPE DECKING(MATCH EXISTING) 303 GREEN ROOF ¢> / ' / I' / 302 E / o c� cT•t -THICK'4 / 2 1 ( )/ C 3 LAYERS 314" EXPOSED EDGE BALTIC BIRCH PLYWd.W/CLEAR / SATIN POLYURETHANE FINISH&WILSONART / LAMINATE#D354.60"DESIGNER WHITE"TOP SURFACE&STEEL SUPPORTS(REF.02/A029) / I (MATCH, (Q TCH EXISTING) T TEAK VENEER WOOD _ /' ;� ' i r w•s ELEVATOR CAB WALL&CLG.MILLWORK 7/- PANELS W/WILSONART LAMINATE#D354.60 / / / / //,' � � "DESIGNER WHITE"-BY SYMMETRY ELEVATOR / 12/05/17 PERMIT SET DESIGN REVISIONS / LINE OF NEW ROOF EXTENSION 08/07/17 REISSUE BID SET I / ✓ / 08/01/17 PERMIT SET - / 0i 5 17 19 / / / BID SET i BRED Ar?c L_-----L ---------------L------------------ ---------------------- L tUN'S'ij�` (P _ *9j� 02050 �0 OP N� . FISHERS ISLAND HOUSE ELEVATOR ADDITION THE GLOAMING&MONTAUK AVE. FISHERS ISLAND,NY 06390 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 01 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 A200 ROOF FINISH PLAN 01 ROOF FINISH PLAN ROOF -VI DATE: 12/05/17 Al SCALE: 3/16"= 1'-0" 2 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. MODIFY CEDAR POSTS,CABLE NEW 2X2 CEDAR TRIM—O RAILING,IPE DECKING,EPDM MATCH EXISTING,TYP. ROOFING,DRAINAGE,AND CEDAR BRISE SOLEIL AT R I: s 4 BALCONY#210 TO NEW CONTINUOUS ACCOMMODATE ELEVATOR — PARAPET FLASHING TO ADDITION MATCH EXISTING,TYP. -------------------------- ------------___.__ RESOLUTION : 4 ARCHITECTURE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10'-1 5/8"ASF — --—- -—- -----------—-------—---—-—-- ------- TOP OF PARAPET - - - - - - - - - - - - - - - - - - - - - - - - - ---—--- - ---—--- - ---—--- -—---—---—--- - - ---—-—- - - ------- -—-—- ' 5/8" SIP ROOF BULKHEAD FINISH CLG. 302 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING BOARD AND DO NOT INCLUDE EXTERIOR CLADDING. 2.CEDAR SIDING TO BE 6"TONGUE&GROOVE CLEAR 10'-0"ASF WESTERN RED CEDAR GRADED A OR BETTER BY NLGA GRADE TOP OF PARAPET RULE.G.C.TO MATCH EXISTING&PROVIDE SAMPLE FOR - - ---—- - - - - - - - - - - - - - - - --—-—- - - - - - - ARCHITECT APPROVAL. — — — — — — — -—-—-—-—--— — — — — — — — — -—--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---—--— — — ---—— — — — — — — — — — ROOF SURFACE 3.ALL EXTERIOR CEDAR TO BE TREATED TO MATCH EXISTING. — -----—- ---- --—- o! if -—-— —-—-- - —---— ----— --—---—-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8'-0"ASF 2ND FLR FINISH CLG, 4.CEDAR SIDING INSTALLATION:STAINLESS STEEL RING SHANK --- _ -- — — — — — — — NAIL 1"UP FROM THE BOTTOM;REFERENCE THE WESTERN RED ---------—-—-—---—------ —---—-— -—---- -----—- -—-—-—---—---.-—---—-—-— CEDAR ASSOCIATION WEBSITE FOR STANDARD SPECS. 202 2ND FLR SOFFIT a p EXTERIOR I INING BOARD 1 r4"TIIIIQK G91/ D-n44nATCHr _ — TRIAd_DINGS SEE EXT.DETAILS FGR SRAGING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11'-0 ASF 7. DA. -—- — -— —.—..-—-- — — — -— —-—- — -—- -—-—- -—- -—- -—- -—- -—- —- ---—-- 2ND FLRSUBFLOOR czc— 8 ALUMINUM CORNER FLASHING TO BE MIN..032"THICK 7-0"ASF -—-—---—----— „ AND FINISHED TO MATCH WINDOWS—COLOR:WHITE,BY „ — — — — — — — — — — 1ST FLR FINISH CLG ANDERSEN WINDOWS 8'-1 5j"ASF j I O 1ST FLR SOFFIT 9.PROVIDE LEAD COATED COPPER DRIP EDGE FLASHING -- — — — ABOVE ALL HORIZONTAL 2X2 CEDAR TRIM. NMI I LAI - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - ----------- - - - - - - - - - - - - o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1ST FLR SUBFLOOR — -------—-—-—-—---— -----—- — — — — -—-— —-—- -—- -—- — -—- —:-—-—- -—- -— — — -—-—-------—-----------—-—-—-—-—---—-—-----—-—- — ---—---—---—-—----^\ BOTTOM OF STRUCTURE y 1'-8" MIN. ' '----'�----' EXISTING DECK W/LOCATION OF \ GRADE AT HOUSE ----- TEMPORARY METAL RAMP BEYOND —3'-7 5L8' AVERAGE GRADE I I ----;------ 5/16'CEMENT BOARD ON VERTICAL -—---—-—---—---—----—---—-—-----—---------—---—- -—--------``,---_---_---_—_—..�,�__�___�_—_—_—_—..�.-..��.�!--—-—-------—---—---—---—---—---—-----—---—-—---—-----—---—-—-—---------------—---—-—---—---—-----------•---—-—---—-----—---—-—---—-----—-------—-—-----—-—---—---—-----—-—-—---—---- -9'-1" FURRING STRIPS(NO NEW;EXISTING ONLY) =-------------------------------------------------------- BASEMENT OZ NORTH ELEVATION 5/8"WHITE AZEK INFILL PANEL (MATCH EXISTING) SCALE:3/16"=V-0" 1X6 T&G CEDAR SIDING,INSTALLED HORIZONTALLY(MATCH EXISTING) INSECT SCREEN I.' (NO NEW;EXISTING ONLY) Al Al CONCRETE PARGE ON EXPOSED FOUNDAT ONALL EXTENSION OF EXISTING ROOF (MATCH EXISTING) CANOPY OVERHANG;REFER TO STRUCTURAL PLANS FOR MORE INFO, 2X2 CEDAR ON 5/16"CEMENT BOARD ON VERTICAL FURRING STRIPS NEW CONTINUOUS (NO NEW;EXISTING ONLY) PARAPET FLASHING TO _ MATCH EXISTING,TYP. FM -- ----- — — — — — — -—------- 101-158"ASF -—-—- -—-—-—---—-—---—-—---—-—-—-----—-- --—-—---—---_ —---—---- TOP OF PARAPET — — — — -—--------- ROOF BULKHEAD FINISH CLG. NEW 6X6 STRUCTURAL CEDAR POSTS PER 6,. STRUCTURAL DWGS; FINISH TO MATCH EXISTING POSTS I Elm ik 10'-0"ASF — — — — — — — — — — — — — — -—----— — — — TOP OF PARAPET — — — — -—-----—-—- — — — — — — — — — — — — — — — — — -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 9,-0"ASF — — — — — — — — — — — — — — — — — — ROOF SURFACE -—---— —----- ------—-------—-—---—-- ---— — -— -—- -—-—- -—- -—- -—- -— — — —-—-—- -—-—-— -—-— —-—- —- — — -—-—-— —- -—- -—- —-— —- -— — — --—---—---—-----—---------—-----—---—-—---—-—-—---—-- „ , 8'-0"ASF --- — --- — —-- 2ND FLR FINISH CLG. — -- — — — 7'-0 5 8"ASF 2ND FLR SOFFIT 12/05/17 PERMIT SET DESIGN REVISIONS 08/07/17 REISSUE BID SET Q p 08/01/17 PERMIT SET — 05/19/17 BID SET -—- -—- - - -—- - - - - - -—-—- - - - - - ------ 11'-0"ASF -— —- -—- -—- -—- -—- -—-—- -—- — — -—-—-— -—- -— 2ND FLR SUBFLOOR —---—---—-—' - - —-— — —--- -- —---—-—-—-—-—-—-—-— —-— —-—---— —-—- „ „ „ — 1 T FLR FINISH g . 9'-0"ASF ' CI — — — — 8' 1 5 8"ASF " — 1ST FLR SOFFIT < ' _ — — —.— — —.—.— — — — ---—------- — — — ----------— — — —.—.— — --_ — — ❑O�o❑O ❑�o ❑0 ❑O� o� ❑ o 0" R 79'9" ---------—- 0F ' �Ut�L-JCS°�o❑ ❑oL1l_LJ ° p�LJ�� —-—- -—- -—-—- -—-—- -—-—-—-—- -—- _ - ° ❑ — — — — — — — BOTTOM OF STRUCTURE FISHERS ISLAND HOUSE - - - -- - - - - - - - - ------------ - - - - - - - ----------------- - - - - - - ----------- - - - - --- O \ ELEVATOR ADDITION - - - - - - - - - - - - - - - - - - - - - -- — — - - - - - - - — - - - - - - - - - - 1'-8" MIN.) ________________________________________� i —� GRADE AT HOUSE THE GLOAMING &MONTAUK AVE. _ 3'-7 5 8" FISHERS ISLAND,NY 06390 ------------------- -------L—^ r AVERAGE GRADE `----------------------------- RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 01 SOUTH ELEVATION EXTERIOR ELEVATIONS SCALE:3/16'=1'-0" Al DATE: 12/05/17 A200 SCALE: 3/16"= 1'-G' COPYRIGHT® RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. EXTENSION OF EXISTING ROOF NEW CONTINUOUS PARAPET CANOPY OVERHANG;REFER TO FLASHING TO MATCH EXISTING, STRUCTURAL PLANS FOR MORE INFO. TYP. NEW CONTINUOUS PARAPET FLASHING TO NEW 2X2 CEDAR TRIM TO MATCH EXISTING,TYP. - MATCH EXISTING,TYP. RESOLUTION : 4 ARCHITECTURE ---- ------------- -------- -------------------------------•---------------------------•— --- --------------- 10'-158"ASF TOP OF PARAPET - — — — — — — — — — — — — — --- -—-—-—-—-— ------- — — — — ------- — — ----- — — — — — — — ----- — - — — — — — — — 8'-158"ASF ROOF BULKHEAD FINISH CLG, NEW 6X6 STRUCTURAL CEDAR POSTS PER STRUCTURAL DWGS; NEW CEDAR POSTS& FINISH TO MATCH EXISTING POSTS CABLE RAILING NEW CEDAR POSTS& - aot 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR CABLE RAILING GUARDRAIL;MATCH GUARDRAIL;MATCH SHEATHING BOARD AND DO NOT INCLUDE EXTERIOR EXISTING AESTHETIC EXISTING AESTHETIC AND SYSTEM OF HOUSE CLADDING. AND SYSTEM OF 2.CEDAR SIDING TO BE 6"TONGUE&GROOVE CLEAR HOUSE NEW 2X2 CEDAR TRIM TO 10'-0"ASF WESTERN RED CEDAR GRADED A OR BETTER BY NLGA GRADE MATCH EXISTING,TYP. TOP OF PARAPET RULE.G.C.TO MATCH EXISTING&PROVIDE SAMPLE FOR - — — — — — — — — — — — — -- — — — ---- — — — — — — — — — — ARCHITECTS APPROVAL. ROOF SURFACE 3.ALL EXTERIOR CEDAR TO BE TREATED TO MATCH EXISTING. -- ------ — — 8'-0"ASF 4.CEDAR SIDING INSTALLATION:STAINLESS STEEL RING SHANK ND FLR FINISH CLG. NAIL 1"UP FROM THE BOTTOM;REFERENCE THE WESTERN RED - ------— CEDAR ASSOCIATION WEBSITE FOR STANDARD SPECS. _ 7'-0 5 8"ASF NEW 2X2 CEDAR TRIM TO MATCH EXISTING, - - - tot MODIFY CEDAR POSTS, 2ND FLR SOFFIT TYP,-ALIGN WITH EXIST. CABLE RAILING,IPE ^R "THICK (:; I " T DECKING,EPDM ROOFING, 2X2 CEDAR TRIM '/ �' �� DRAINAGE,AND CEDAR BRISE SO AC AT B ALCONY _ #210 TO ACCOMMODATE - - _ , ELEVATOR ADDITION --- - - TRI1�4 RIPIGS SEE EXT.DETAILS-F9R SRAC — r - ------------------------------- F ---------- -- --- — ------------ ------ ----- - ------------------ 11'-0"ASF °—BeARE)PANIF'c— 2ND FLR SUBFLOOR 8. ALUMINUM CORNER FLASHING TO BE MIN..032"THICK EO. 9'-0"ASF AND FINISHED TO MATCH WINDOWS-COLOR:WHITE,BY ------ ------------------ ---- ------- --------------- — ------- ------- -------- 1ST FLR FINISH CLG. -- ----------- -- ANDERSEN WINDOWS 8'-1 5 8"ASF 9,PROVDE LEAD COATED COPPER DRIP EDGE FLASHING 1ST FLR SOFFIT ABOVE ALL HORIZONTAL 2X2 CEDAR TRIM. NEW 2X2 CEDAR TRIM TO MATCH EXISTING,TYP. cy ------ -- ----- ------ ---------- 1ST FLR SUBFLOOR -- -___ - ---- ---- ----- ----- ------- �� BOTTOM OF STRUCTURE - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------- — — — — — — — ----- — -- — — — ----- — — — — — -� —�— — — IN — — — — — — — — — — — — — — — — — — —/—,— — — — _ __ -1'-8" MIN.) --— �\ GRADE AT HOUSE NEW EXTERIOR LIGHT TYPE J- RE-INSTALL EXISTING LIGHT CENTERED ON CEDAR WALL FIXTURE AFTER REPLACING 3'-7 5 8" EXIST,CEDAR SIDING WITH AV RA E GRADE AZEK PANELS BETWEEN CENTER NON FREEZE HOSE BIB WINDOW#100 AND EXIST, r________-i 5/16"CEMENT BOARD ON VERTICAL ON LIGHT BELOW SWING DOOR,AS SHOWN r-------- ------- ------- -' FURRING STRIPS(NO NEW;EXISTING ONLY) EXISTING ENTRY IPE DECK; `- -' REPLACE/REPAIR AS REQ'D; ALIGN W/GRAVEL EDGE 5/8"WHITE AZEK INFILL PANEL 03 WEST ELEVATION (MATCH EXISTING) EXTEND 2X2 CEDAR TRIM O2 EAST ELEVATION AROUND WINDOW#100 SCALE:3/16"=P-0" SCALE:3/16"=1'•0" 1X6 T&G CEDAR SIDING,INSTALLED HORIZONTALLY(MATCH EXISTING) :iJ1'" INSECT SCREEN (NO NEW;EXISTING ONLY) CONCRETE PARGE ON ALL 1 1 EXPOSED FOUNDATION (MATCH EXISTING) 2X2 CEDAR ON 5/16"CEMENT BOARD ON VERTICAL FURRING STRIPS (NO NEW;EXISTING ONLY) --- ------------ — — ----------- — — — — — ----- — — — — — — — — — — — — 10' 1 5 8"ASF ----------------------------------- ----------------------------------- -------------------------- TOP OF PARAPET --------------------- - - ------- - - - - - - - - - ----- - - - - - - - -- - -- - - - - - - - - - - 8'-158"ASF -------------------------------- --------------------------------- ---------- - ----------------------- ROOF BULKHEAD FINISH CLG. NEW CEDAR POSTS& --- -- CABLE RAILING GUARDRAIL; MATCH EXISTING AESTHETIC AND SYSTEM OF HOUSE - - ` I TOP10'- ASF TOP OF PARAPET — — -- — — ------- — -------------------------------� 9'-0"ASF - - - - - - - - - -- - - - - - - - - - - - - - - - - - ------------- - - ------- - - - - ----------------------------- - - ----- - - - - - - - - - ROOF SURFACE _ 8'-0"ASF - — — — — — — — — -- — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — —— — — — — — — — — — — — — — —— — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — _ — — — - — — — — — — — — — —— — — — — — — — — — — — — — — — 2ND FLR FINISH CLG. 7'-0 5 8"ASF 2ND FLR SOFFIT 12/05/17 PERMIT SET DESIGN REVISIONS NEW 2X2 CEDAR TRIM � , � 08/07/17 REISSUE BID SET TO MATCH EXISTING, Og/01/17 PERMIT SET TYP.-ALIGN WITH EXIST. 200 2X2 CEDAR TRIM 05/19/17 BID SET m m - - - —•--- - - - - - - ----------- - - - - - - --- — — 11'0"ASF - — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I -• — — — — — — — — — — — — 2ND FLR SUBFLOOR ----------------------- -- _ � - — — — — — — — — -- — --- — — — ------------- IS FLRFINISHCLG f�aacct} — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 9'0"ASF :moi"?$�✓ .� 8ST FLR SOFFIT to - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ----------------- - - - - - - - - -------------- - - - - - - - - --- - - - - - - - - - - - - - - - - ------------- - - ------- - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - p,_0„ -- -- — 1ST FLR SUBFLOOR — — ------- —. -Ilk '`0" FISHERS ISLAND HOUSE ---------------------------------------------------------------- ------------------------------------- BOTTOM OF STRUCTURE -1'-8" MIN.) ELEVATOR ADDITION RADE AT HOUSE THE GLOAMING &MONTAUK AVE. RE-INSTALL EXISTING LIGHT FISHERS ISLAND, NY 06390 FIXTURE AFTER REPLACING EXIST.CEDAR SIDING WITH AZEK PANELS BETWEEN 01 WEST SECTION/ELEVATION RESOLUTION: 4 ARCHITECTURE CENTER NON FREEZE HOSE BIB WINDOW#100 AND EXIST, SCALE:3/tb"=i'-0" CN LIGHT BELOW SWING DOOR,AS SHOWN 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4c.com FAX:212.206.0944 EXTEND 2X2 CEDAR TRIM AROUND WINDOW#100 EXTERIOR ELEVATIONS DATE: 12/05/17 A21 0 SCALE: 3/16'= 1'-a' COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 2X2 CEDAR TRIM TO 02 MATCH EXIST.ALIGN W/CEDAR TRIM BEYOND 30 RESOLUTION : 4 ARCHITECTURE ---------- 10 1 5 8"ASF T&OF PARAPET T 8 SF p 4F 'BULKHEAD FINISH CLG. EXISTING WINDOW BEYOND TO REMAIN OPEN TO EXIST.DECK BEYOND DECK FINSH FLR L —-—-—- 7-0"ASF 0 SUR 9'0" r ------- 8'-0"ASF ............ ...... —2NDFLR FINISH CLG. A/ 5 %AS L SOFFIT F < OPEN TO EXIST. 2ND FLOOR HOUSE BEYOND ELEVATOR VESTIBULE 11'-LJJ AS L11/yd1')N ql)ATAIF VIA I DF-FLR UBFLOOR ALIGN&WRAP TRIM OF iASF 0 \*11 iTFLR—SOFFIT N 6UHRULINLANG WINDOWS NEW WINDOW W/EXISTING NEW FULL HEIGHT R STORAGE W/(4�) ELEVATOR 11 m 'I,' I BEYOND I iT FLOC;ar ' ADJ.SHELVES VESTIBULE - BEYOND;TEAK TO MATCH EXISTING CABINETS OPEN TO EXIST. HOUSE BEYOND I�F ---------------- 0' Q1R-FLRS BFILOOR 1 \ -—-—-—-—-—-— \-��3 4 .......... BOTTOM OF STRUCTURE GRADE AT HOUSE L J AVERAGE GRADE 91--- BASEMENT 02 CROSS SECTION - ADDITION SCALE:3/16"=V-0" LVL JOIST WRAPPED W/ AZEK,TYP. U) T&G ROOF OVERHANG - ro 0 m: I z 0 0 z I - -------------f, 10 Lu ASF •-----•------ 101-15/8 TOP OF PARAPET 518"ASF ROOF BULKHEAD FINISH CLG. NEW LVL ROOF&FLR. FRAMING LEDGERED INTO EXIST.HOUSE STRUCT. CEDAR POSTS TO REF.STRUCT.ENG.DWGS,,,,,TYP NEW CABLE RAILING& MATCH EXIST.HOUSE /// I 301 jjj °0I ELEVATOR I : 30o I BULKHEAD 19-0"ASF TOP OF DECK FINSH FLR __ - - _ - // 14, � _ _ _ _ _ _ 9'-0"ASF ROOF SURFACE r - - - - - - •------------ �8'_�Q� "F FLR FINISH CLG. NEW LVL ROOF&FLR. 5%ASIF 70' L So FRAMING LEDGERED INTO 2ND F FIT EXIST.HOUSE STRUCT. 12/05/17 PERMIT SET DESIGN REVISIONS REF,STRUCT,ENG.DWGS,TYP. 08/07/17 Z� REISSUE BID SET OPIEN 00 200 ELEVATOR 08/01/17 PERMIT SET VESTIBULE 1 05/19/17 BID SET •-----------. 11'-0"ASF 2ND FLR SUBFLOOR T;-' a IL- I�R8 F LMSFFIT ELEVATOR VESTIBULE NEW LVL FLR.FRAMING 100 LEDGERED INTO EXIST,HOUSE STRUCT. REF.STRUCT.ENG.DWGS,TYP. KIM 0" La—-—-—-—-—-— —- Q1AFLR S BFLOOR -T, -1034" .......... 'f BOTTOM OF STRUCTURE FISHERS ISLAND HOUSE ....... ............ ......... ELEVATOR ADDITION 1'-w(M I 'r GRADE AT HOUSE THE GLOAMING &MONTAUK AVE. FISHERS ISLAND, NY 06390 -r AVERAGE GRADE -3'-7 5/8" RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902, NEW YORK, NY 10001 I\E . TEL:212.675.9266 www.re4a.com FAX:212.206.0944 BUILDING SECTIONS 01 LONGITUDINAL SECTION ADDITION SCALE:3/16" 1'-0"• zi� DATE: 12/05/17 A220 SCALE: AS NOTED COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. T--- '-mmm rLS 4 im - ------' 31 ...... ...... EPDM ROOFING OVER SLOPED f...... RIGID INSULATION TOP OF PARAPET CEDAR SIDING TO CEDAR SIDING TO MATCH EXIST.OVER BENJAMIN MATCH EXIST,OVER CLASSIC RAINSLICKER, OR APPROVED EQ,TYP, RAINSLICKER,OR APPROVED EQ,TYP, ��y�| UT|y��J ^ � 4��A|T�/~TU�� ..�°`^�`^ ..~�. ` . -` ' `.`~�. ... �^�. °.`� XTERIOR SOFFIT 2X2 CEDAR WINDOW 11 7/8"LVL ROOF TRIM,TYP.-REP.WINDOW L IST EDAR SIDING&CLG. cus LVL ROOF JO ROOF BULKHEAD FINISH WRAPPED IN WHITE TO MATCH EXIST.OVER DECK TRELLIS,TYP, 6MM CLASSIC RAINSLICKER,OR APPROVED EQ,TYP. GWB LG. CEDAR GUARDRAIL CABLE RAIL;REF.A500 WD.FLOORING TO MATCH EXT,DETAILS FOR TYP, EXIST.OVER 3/4"THK. EXISTING HOUSE RER FINISH PLANS FINISHED IPE DECK W/ TIGERCLAW FASTENING SYSTEM AND/OR SLEEPERS ABOVE RIGID RIGID INSULATION t44;m RIGID INSULATION SLOPED TO DRAIN 11 7/8"LVL FRAMING PER SLOPED TO DRAIN S RUC.DWGS ALIGN AT 16"LVL PERIMETER CEDAR SIDING TO 1 7/8"JOIST FRAMING ROOF SURFACE FLOOR FRAMING PER MATCH EXIST.OVER BEYOND PER STRUCTURAL STR.ENG.DWGS. 11114 BENJAMIN OBDYKE DRAWINGS 6MM CLASSIC RAINSLICKER,OR APPROVED EQ,TYP, 2ND FLR.FINISH CLG. FRAMING/BLOCKING AS GWB HUNG CLG., FRAMING/BLOCKING AS 77T REQ'D. 2X2 CEDAR WINDOW TRIM TO 7-0 5/8"ASP A BEYOND-REF,EXTERIOR 2ND FLR SOFFIT ELEVATIONS GWB SOFFIT, FRAMING/ BLOCKING AS REQ'D. AV WD.FLOORING TO MATCH EXIST.OVER 3/4"THK. REP.FINISH PLANS WD.FLOORING TO MATCH EXIST.OVER 3/4"THK.PLY. FINISH PLANS --_____'__'__'--'--'_-'--' I V-0 ASP FRAMING PER STRUCT, 11 7/1"lVL PERIMETER FRAMING;REF. STRUCTURAL PLANS --*—CEDAR SIDING TO WHITE AZEK INFILL PANEL TO MATCH MATCH EXIST.OVER BENJAMIN OBDYKE -o--WHITE AZEK INFILL PANEL EXISTING;REF. EXTERIOR ELEVATIONS RAINSLICKER,OR EXTERIOR ELEVATIO'S APPROVED _'_'_'_________'___'__ 2X2 CEDAR TRIM —2X2 CEDAR TRIM 1ST FLR.FINISH CLG. BEYOND;REP. BEYOND;REP. EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS WD.FLOORING TO W,CLG. MATCH EXIST.OVER vi- iL�L SUBFLOOR,TYP,-REP. CONCRETE FOUNDATION&SLAB FINISH PLANS W/PREMOLDED EXPANSION CEDAR SIDING TO MATCH FOR MORE INFORMATION � JOINT;REP.STRUCTURAL DWGS EXIST.OVER BENJAMIN lo/Vs/ 7 /1\ psnm�SET DESIGN REVISIONS OBDYKE 6MM CLASSIC 11 7/8"LVL LEDGERRAINSLICKER(OR IPE DECKING ON P.T. FRAMING PER 2X2 CEDAR WINDOW APPROVED EQ)OVER FRAMING STRUCTURAL TRIM,TYP.-REF,WINDOW 08/07/17 REISSUE BID SET EXTERIOR SHEATHING DRAWINGS DTLS. 08/01/17 PERMIT SET ____'_-__ 05/19/17�z BID SET R-49 MIN.CLOSED CEDAR SIDING TO MATCH EXIST.OVER P.T.FURRING R-49 MIN,CLOSED CELL 777777,77 INSULATION 4 STRIPS ON CONC. 77 4 Oil SPRAY FOAM INSULATION FOUNDATION WALL GRADE AT HOUSE A .4 CONC.PARGE OVER t;! NON-LOAD BEARING CONCPETE WALL W/ G L ONCRETE WALL RAVE 0 EXPOSED FOUNDATION,TYP. CONTINUOUS vz"w" BELOW 1 ST FLR.FRAMING. ON C' FOOTING,AS REQ'D.TO ENCIOSE SPACE BACKFILL W/ M, m PERIMETER 4 PROVIDE PROPER SHORING CIF EXIST. //l// /�/�\\< gg. FOUNDATION DURING EXCAVATION DRAIN,TYP. GC MAY PROVIDE ALTERNATI SOLUTIONS 4 CONC.PARGE OVER TO MINIMIZE DISTURBANCES NEAR EXIST. 4 FOUNDATION FOR ARCHITEC7 APPROVAL EXPOSED FOUNDATION,TYP. OC 4 . - FISHERS ISLAND HOUSE I., OSO; 0 AVERAGE GRADE -LOAD BEARING zz—/z 0 NON Mm ELEVATOR ADDITION CONCRETE WALL W/ FOOTING,AS REQ'D. TO ENCLOSE SPACE THE GLOAMING &wDwTAUxAVE. BELOW IST FLR. 0, FISHERS ISLAND,NY 06390 Q��UKU�U��^ .� ��U�U��~�UUQ�� ^^��`~~~ ^^~-^~^ ^ ARCHITECTURE DURING 0 .0 10 150 WEST 28TH STREET,SUITE 1902 NEW YORK, N, /0001 67 TEL:212.675.9266 v^w.ze4ozom FAX:212.206.0944 GC MAY PROVIDE 00 cr. Cb 00 SOLUTIONS TO 00 0 0. MINIMIZE 4 WALL SECTIONS DISTURBANCES NEAR EXIST.FOUNDATION 0 '/o 0 FOR ARCHITECT APPROVAL DATE: 12/05/17 02CROSS WALL SECTION @ ADDITION 01 LONGITUDINAL WALL SECTION @ ADDITION A300 SCALE: A5NOTED R rEs COPYRIGHT wRESOLUTION:*ARCHITECTURE. ALL RIGHTS RESERVED. to ri to OPP. 50 ,.-T. ...... EPDM ROOFING OVER .--- ..... ......------......------ -•---•-•-•-------•- -•----------- 10--1 5/8"ASF SLOPED RIGID INSULATION TOP OF PARAPET CEDAR SIDING TO MATCH EXIST,OVER ........... ........... BENJAMIN OBDYKE 6MM .......... CLASSIC RAINSLICKER, OR APPROVED EQ,TYP. RESOLUTION : 4 ARCHITECTURE ------------ ------...... @'-,8'-15/8"ASF ><1 ROOF BULKHEAD FINISH CLG. GWB HUNG CLG., FRAMING/BLOCKING AS REQD. --------------- 301 HOISTWAY NOTES: ELEVATOR BULKHEAD VA-1 01.REFER TO MANUFACTURER'S HOISTWAY CONSTRUCTION GUIDELINES. 02.MAINTAIN 1/8"TOLERANCES THRU HOISTWAY. 03.PROVIDE FRAMING&BLOCKING AS REQ'D. --------------- FOR INSTALLATION OF RAILS ON BACKING WALL, REFER TO MANF,INSTRUCTIONS FOR RAIL BACKING FRAMING, 04.KEEP HOISTWAY FREE OF ANY OBSTRUCTIONS. WD.FLOORING TO MATCH- EXIST.OVER 3/4',THK. PLYWD,SUBFLOOR,TYP.- ................ REF.FINISH PLANS ----------- ---•-------- -------•-------•-----•-•- - - -------•-•-. ------ 10--0 AS F >< 11 7/8"LVL FRAMING PER STRUC.DWGS ------------ ...... ------ 9--0"ASF ROOF SURFACE 16"LVL PERIMETER FLOOR FRAMING PER STR.ENG.DWGS. ------------ ------------ ------------ ------------ ...... F ------------ -0 S C)'�Fl-R.FINISH CLG. GWB HUNG CLG., FRAMING/BLOCKING AS REQ'D. I-------- -I -•..-•------ ---•-----•-----•-•- ------------------ h 7-0 5/8"AS F '2NDFLR SOFFIT F-21-2-1 2ND FLOOR VA ELEVATOR VESTIBULE A WD.FLOORING TO MATCH- EXIST.OVER 3/4"THK. CEDAR SIDING TO PLYWD.SUBFLOOR,TYP,- MATCH EXIST,OVER --------- BENJAMIN OBDYKE REF.FINISH PLANS 6MM CLASSIC ---------- IAINILICKIR,OR APPROVED EQ,TYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------•----- - ------------ 2ND �1_0 FL L L WHITE AZEK INFILL f- - ------------------------------ R.SUBFLOOR PANEL TO MATCH -------------- --------------- ------------------------------------------------------ - EXISTING;REF, EXTERIOR ELEVATIONS ELEVATOR RAILS PER MANF. ------------...... ------------ ------------ - -----•---•- - - - - - -. 2-O A 2X2 CEDAR TRIM JTTFL R.FINISH CLG. BEYOND;REF. EXTERIOR ELEVATIONS ------...... ------------------------...... - - - - ----- - - - - - - - - ----- - - - - - - mt-\8'-1 5/8"ASF rtF�n ELEVATOR PIT CONC.SLAB 1 ST FLR.SOFFIT PER STRUCT.&ELEVATOR TEAK PANEL ELEVATOR MANF.INSTRUCTIONS DOOR PANEL M CONC,FOUNDATION SLAB - STEPS AT ELEVATOR PIT TO ALIGN W/FRAMED WALL < ABOVEF-- <3:il 7-1 z L L I ST FLOOR ELEVATOR < PERIMETER GRAVEL -< BACKFILL W/ VESTIBULE -SQ . n- CONTINUOUS o PERIMETER DRAIN, 0 -------- TYP. 12/05/171� PERMIT SET DESIGN REVISIONS 2X2 CEDAR WINDOW z 08/07/17 REISSUE BID SET TRIM,TYP. -REF.WI z0 IPE DECKING ON DTLS. P.T,FRAMING 08/01/17 PERMIT SET 05/19/17 BID SET IST Fl-R.SUBF 4 LR. bo 0 q. Lu 4 4 co =77777 7,77777777,77,7777 7 77,77 4 -n-u---8-- ------------ ............ ------------......------ ------ ate0 0�. ,i - , . I--- , "1 5 "1 - -l'-O 3/4" N WALLS B.C.STRUCTURE CONC.FOUNDATION 0 0 040 00 0 00 t�o gk�'- V- AT ELEVATOR PER STRUCT. Fc� 177r��[+i H mm 1,7n7i-ti-�r .0 0 q o000 o 000- '6 �o o ......------------ ------------------------ .-.-. -- I ',' .11 K-1 1 ------ ............ -%o QL�CL �Y 0 0 .0 0'.0-0 0(� 0' 0 o -0 ------ -7"GRADE AT HOUSE 0%0 '00oo 00 O'� 0 N 0,00.0 0 0 0(,0 0%0'o'oc)*o 4 -0.-0 000 0 VZ J i 4 0 0 0.1 TO MATCH %% 00 1 04, CEDAR SIDING "o EXIST.OVER P.T.FURRING \/ \\ -Fo STRIPS ON CONC. P0.0 0 FOUNDATION WALL 0 V-k 0 . . ///, Ob - 4 -06M, M/, .0 0. 4 0 4 0 00- 0 00 0 X X \ \n 4 N o 7-2% 0 AN�A m 1%\\\<� m -0-0- .0 0 oc'o EXPOSED FOUNDATION,TYP. . ./ �\� m \\\<� %N I CONC.PARGE OVER 0 o'.S A/ X �0- 0 -3'-75/8" .4 000' AVERAGE GR FISHERS ISLAND HOUSE cp \00 X00 ---tsl--o-TT AIDE ELEVATOR ADDITION \\O/ c 0.- THE GLOAMING &MONTAUK AVE. 0. FISHERS ISLAND,NY 06390 //��///�\\\\\\\ o.0 Ocp v X/z 0 . b ox 000 0. 0\0\A U010 , 00 o o.-o RESOLUTION: 4 ARCHITECTURE -00 % 0.0 o* o .0 00 0 '96-0 00 ?000 150 WEST 28TH STREET,SUITE 1902, NEW YORK,NY 10001 4 4 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 o 4 0 �70. 0 0.0 'AO 'o O� �L-V �/ o ve Iz 0-.0 U. 0 p 1° ° 0 0", o -�o- 010 "vo 0 %0 c, 0 �00 m o DO o 0 q, 4. CPO. 4 Cb 0 10 4 �//A 4 00 o 0 0 00 0 8 0.� 00. -4- 4 4. , , % 6 WALL SECTIONS 4- 4 . Q°° 4 '0 0 o lo o 0 4 N\ 0 0 4 ., 4 0.'8 �P,O - - .. 1� 0 0 10 0 -4" -4 0 4 .0�// , .-�s-., . '.'s -(I , 0 0 4 .1 0 '4 0 DATE: 12/05/17 01 WALL SECTION @ ELE ATOR SHAFT A31 0 SCALE: AS NOTED COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. flTilm 71 K � S4 RESOLUTION : 4 ARCHITECTURE LEGEND CT-1 2 1/4"THICK-(3)LAYERS 3/4"EXPOSED BALTIC BIRCH PLYWD.W/CLEAR SATIN POLYURETHANE FINISH&WILSONART LAMINATE #D354-60 DESIGNER WHITE TOP SURFACE&STEEL SUPPORTS FL-7 BAMBOO FLOORING-STRANDWOVEN DARK (MATCH EXISTING) FL-2 5/4"X 6'IF'E DECKING W/CONCEALED FASTENING SYSTEM(MATCH EXISTING W i KOUNTRY KRAFT TEAK VENEER WOOD (MATCH EXISTING) W-2 ELEVATOR CAB WALL&CLG.MILLWORK PANELS W/WILSON ART LAMINATE#D354-60 DESIGNER WHITE BY SYMMETRY ELEVATOR 03 A4,00 0 O x 1/2"REVEAL;FIN.TO MATCH SURROUNDING WHITE OAK MILLWORK 04 — — — — — — — — — — — — ----------------------- — — — — — — — — — — — — — ----------------------- — — — — — — — — — _ _ _ OIL 8'-1 5/8"ASF(VIF) SHIM SPACE1I GWB SOFFIT if (5)3/4 THK.ADJ.SHELVES— ON HELVES ON S.S.PINS �; I II I �„ I 'I �• > I _ :_: W-100 op II bo I NOTE:MLLWORK TO MATCH EXIST,TEAK FINISH;COORDINATE W/ARCHITECT FINAL FIN FOR APPROVAL 'llII , -- I�1� 3/4"THK.FIN. k � I CABINET DOOR 4"TOEKICK; FIN.TO I I I I I MATCH SURROUNDING I I II If I I; 3/4"ASF WHTIE OAK MILLWORK �I I III IIII�III I iI / T.O.FINISH FLOOR ----------------------------- 0.-0.. o T.O.SUBFLOOR O T_ sz Lu 12/05/17 PERMIT SET DESIGN REVISIONS O 08/07/17 REISSUE BID SET r 08/01/17 PERMIT SET 05/19/17 BID SET MILLWORK SECTION o MILLWORK ELEVATION vv 1/2"= V-0" LINE OF ADJ.SHELF = BEYOND r 1/2"REVEAL;FIN.TO MATCH SURROUNDING FISHERS, ISLAND HOUSE WHITE OAK MILLWORK EQ.•' E.Q. EQ., EQ, 1/2"REV. v 1/2"REV. THE GLOAMING &MONTAUK AVE. 5-3" FISHERS ISLAND,NY 06390 02 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902, NEW YORK, NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 O1 MILLWORK PLAN MILLINORK DETAIL Al DATE: 12/05/17 A4.00 SCALE: 3/16"= l'-0" COPYRIGHT 0 RESOLU1ION:4 ARCHITECTURE. ALL RIGHTS RESERVED. ES4 RESOLUTION : 4 ARCHITECTURE 6" 1" 1" 2X8 CEDAR TOP RAIL ATTACHED TO 2X6 CEDAR POSTS WITH(2) #12 X 6"S.S.SCREWS @ EACH ROOFING NOTES POST O 01.ALL ROOFING TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 1/2"X 5"LAG BOLTS 2X6 CEDAR POSTS ATTACHED TO 02.EPDM ROOFING SYSTEM TO BE FULLY ADHERED CARLISLE 2X3 STL.POST WITH S.S,SELF 60 MIL.THICK REINFORCED EPDM MEMBRANE SYSTEM OR O APROVED EQUAL, TAPPING SCREWS THROUGH N PRE DRILLED HOLES @ 6"O,C, 03.DECK FLANGE FOR EDGE FLASHING MUST BE TOTALLY COVERED BY CURED EPDM MEMBRANE WITH MIN.2"LAP q i SPLICE FROM NAIL HEAD, i m i ® 2 X 3 X 1/4"STL,TUBE O 1/8"S.S.CABLE RAIL THROUGH 04,PRIOR TO APPLYING SPLICING CEMENT SCRUB METAL WELDED TO 10 1/2 X 6 1/2" i 114`0 HOLES @ 3"O,C, FLASHING WITH SPLICE CLEANER OR PRIMER, WHEN X 3/8"PRE-DRILLED STEELh i SPLICING TAPE IS USED,PRIMER IS REQUIRED, PLATE IPE DECKING ON MIN.2X6 P.T.N i 05,IN-SEAM SEALANT MUST BE PLACED NO MORE THAN 1/2" i SLEEPERS SET ON BLOCKING OR i PEDESTALS AS REQUIRED FOR FROM EDGE OF FLANGE IN DRIP EDGE DETAILS, i UNRESTRICTED DRAINAGE N i i O 06.MAINTAIN A CONTINUOUS BEAD OF IN-SEAM SEALANT AT ALL ADHESIVE MEMBRANE SPLICES. i 0 i FLUSH PROVIDE WATER CUT-OFF 07,IN-SEAM SEALANT IS REQUIRED ON ALL VERTICAL MASTIC AT EACH SCREW ADHESIVE SPLICES BETWEEN ADJOINING SECTIONS OF i I LOCATION BETWEEN SILL AND CURED EPDM MEMBRANE. COPING FLASHING i 08. ALL FLASHING TO BE END LAPPED MIN.OF 4"WITH 2X8 CEDAR SILL ATTACHED TO CONTINUOUS CAULKING BEAD. PARAPET WITH(2)#12 X6"S.S. SCREWS @ 18"O.C. METAL COPING FLASHING;3"MIN. STRUCTURAL STEEL POST DETAIL OVERLAP W/SEALING TAPE @ EA.JOIN SCALE:3"=1'-0" I WINDOWS/FLASHING NOTES SURE-SEAL BONDINGI MIN, 01.ALL WINDOWS TO BE INSTALLED PER MANUFACTURER'S EPDM ROOFING WRAPS OVER ADHESIVE AS DASHED H I METAL FLASHING WITH 3" a i I OVERLAP AND SEALANT TAPE AT SPECIFICATIONS, BUILDING WRAP x I EACH JOINT-SEE GENERAL _ -•_---- - - - - - - - - -- SURE-SEAL WATER CUT-OFF --------------------- - - - - - - - - - - - I SCHEDULE FOR TYPE 4. 02. ALL FLASHING TO BE LEAD-COATED COPPER MINIMUM 3/4"THICK WOOD NAILER @ I I' MASTIC AS HATCHED r i I i I 2002,WEIGHT, CEDAR SIDING AREASij it I SEAM FASTENING PLATE I WRAP EPDM OVER BLDG WRAP I ; 03,LAP ALL COUNTERFLASING JOINTS MIN,2"AND BED WITH j I &FASTENER @ MAX 12"O.C. SEALANT. SIDING AS SPECIFIED-REFER TO CONTINUOUS GALV.CLEAT, l j j I. EPDM MEMBRANE FULLY ADHERED _______ ___ i. ELEVATION AND 04,ALL WINDOW(IN-WALL)FLASHINGS TO BE MILL FINISH FASTENED W/1-1/4"RING SHANK I i r— , i I' S CONSTRUCTION DETAILS ALUM.OF MIN..024"THICKNESS. IN SEAM SEALANT NAILS @ 12"O.C. I; a Ii I; SPLICING CEMENT I 1/81'S.S.CABLE RAIL @ 3"O.C. I. PARAPET BY FACTORY, SET WITH 05.SCUPPERS ARE TO BE FABRICATED WITH FLANGES ON THE i I I; PLYWD PANEL BY GC, ROOF SIDE WHICH EXTEND 4"ONTO THE ROOF. PROVIDE II LAP SEALANT WOOD BLOCKING AS REQUIRED. > CONTRACTOR TO PROVIDE 0 I� 60 MIL REINFORCED EPDM I , I; BLOCKING AS REQ'D AT STL.POST _z MEMBRANE FULLY ADHERED TO i I� LOCATIONS 2X6 CEDAR ATTACHED TO 2X3 � I; RIGID INSULATIONz�-AIR)) STL.POST WITH S.S.SELF TAPPING 2 X 3 STL.TUBE AND PLATE ASSEMBLY SCREWS @ 6"O.C. EPDM ROOF AND SLOPED i I, FASTENED THROUGH ROOF m I I RIGID INSULATION BY --------- DECKING TO SOLID 2X BLOCKING O 1/2"THK.CEDAR CAP TO FACTORY-SLOPE TO I� AND PERIMETER BANDS BELOW CONCEAL STEEL POST;CEDAR TO DRAIN 1/4"PER FOOT MIN.rl II CEDAR SIDING OVER RAINSCREEN IiIz MATCH EXIST,FINISH AT HOUSE SLICKER WHERE SPEC'D-REF Ii ; O O O ALIGN EGDE OF PLATE BELOW ; I WITH FACE OF PARAPET EXTERIOR ELEVATIONS.CEDAR SIDING TO BE CLEANED,SANDEDII ' I s i. i ?:� O DOUBLE PERIMETER BANDS AND PREFINISHED ALL SIDES PRIOR II :ur: O 2X8 CEDAR SILL BELOW-NOTCH I' TO INSTALL OVER VAPOR BARRIER ii II r: AROUND STEEL POST AND SEAL I; ` W/S.S.NAILS PER MANF. I I ALL JOINTS s I' 2 X SOLID WOOD BLOCKING AT RECOMMENDATIONS,TYP. i I' STL.POST LOCATIONS II STRUCTURAL STEEL POST/SUPPORT TO BE I; I LOCATED AT 6-0"O.C.MAX.IN RAILING - II RUNS AND RAILING HEIGHT PARAPET WALLS - 10 PARAPET/FLASHING DETAIL OSI STEEL POST AXON 08 STRUCTURAL RAILING PLAN DETAIL 07 PARAPET/RAILING DETAIL SCALE;1 1/2"=1'-0" SCALE: 1 1/21'=1'-0" SCALE:3"=V-0" SCALE:3"=V-0" NOTES: 1, PRIOR TO INSTALLATION OF SECURTAPE,APPLY ' SURE-SEAL PRSURE-SEAL PRESSURE-SENSITIVE TO SPLICE AREAS. 2, SECURTAPE IS TO BE OVERLAPPED A MINIMUM OF T-JOINT COVER(NOTE 3) ^\ �u- 1"AT THE ENDS OF EACH CUT PIECE. OVERLAY WITH LAP SEALANT AS SHOWN ABOVE. APPLY LAP SEALANT AT TAPE / NOTES: OVERLAPS AS SHOWN �� '>_2"MIN. 3, b"WIDE UNCURED ELASTOFORM FLASHING OR �� ` �� 1 DECK FLANGE MUST BET TALLY COVERED B LAP SEALANT 6"TO 9" PRESSURE-SENSITIVE FLASHING MAY ALSO BE O Y (NOTE 4) / 6"TO 9" MIN. 1"TAPE OVERLAP PRESSURE-SENSITIVE FLASHING WITH MINIMUM 2" �2"MIN, CENTERED OVER THE INTERSECTING POINT OF THE � LEADING EDGES OF THE FIELD SPLICE INTERSECTION. i1 COVERAGE PAST NAIL HEADS. FIELD SPLICE FIELD IN. ^\ �� 2. TO REMOVE FINISHING OILS,SCRUB METAL FLANGE 3"MIN. O 4, LAP SEALANT IS REQUIRED ON CUT EDGES OF �� \ SPLICE 12"MAX. REINFORCED EPDM MEMBRANE, �� WITH WARM SOAPY WATER AND RINSE WITH CLEAN SURE-SEAL SecurTAPE WATER;ALLOW TO DRY PRIOR TO APPLYING PRIMER, EPDM MEMBRANE yy SURE-SEAL P.S. 3. APPLY SURE-SEAL PRIMER TO METAL FLANGE AND OVERLAP AT / 2" T-JOINT COVER ° SURE-SEAL INSULATION EPDM MEMBRANE SURFACE PRIOR TO INSTALLING PRESSURE-SENSITIVE MIN, 15411 ' PRESSURE-SENSITIVE FLASHING FLASHING SURE-SEAL 3" � 6°MIN. _-SecurTAPE WIDE SecurTAPE 4. LAP SEALANT MUST BE APPLIED AT FLASHING OVERLAPS AND INTERSECTIONS WITH JOINTS IN METAL 6"MIN. ° 1/8" 0 0 02 SURE-SEAL P.S. EDGING. JOINT IN 6"MIN. T-JOINT COVER ° O 0 A8,0 5. REFER TO APPLICABLE CARLISLE METALEDGING E GTA °• ° 12/05/17 PERMIT SET DESIGN REVISIONS 0 0 INSTALLATION INSTRUCTION MANUAL FOR 08/07/17 REISSUE BID SET STEP-BY-STEP INSTALLATION PROCEDURES, 08/01/17 PERMIT SET O O AP 60X, 08/01/17 BID SET OVERLAP 06 CARLISLE DETAIL - MEMBRANE SPLICE WITH SECURETAPE 05 CARLISLE DETAIL — METAL EDGE TERMINATION WITH P.S. FLASHING 04 CARLISLE DETAIL - PARAPET/CURB WITH RUSS filo. SCALE:N/A SCALE: N/A SCALE; N/A _ r� ?, L IF I �. SIDING;REFER TO ------------------------ r------------------- 3"+' .y'' ELEVATIONS FOR TYPE I L_ - 7 WATER CUT-OFF MASTIC 12"O'CI WITH URE SEAL 3 MIN.OVERLANG SHANK NAILS METAL DRIP P FASCIA; 1-1/4 RING SHANK NAILS METAL DRIP EDGE FASCIA MOETAL RIP EDGE VE AS CROSSED FF MASTIC M JOINT WATER TAPE @ EACH 12"O. ,WITH SURE-SEAL MAST C W SEALWG TAPE @EACHWATER I _ t FLASHING PENETRATION AS CROSSED @ ALL EPDM ' JOINT SEAM FASTENING PLATE SURE-SEAL BONDING PENETRATION I AND FASTENER @ MAX SURE-SEAL IN-SEAM ADHESIVE AS DASHED SURE-SEAL BONDING 12"O.C. SEALANT 2X8 TREATED WOOD SURE-SEAL IN-SEAM ADHESIVE AS DASHED SEALANT FISHERS ISLAND HOUSE IN SEAM SEALANT SURE-SEAL SPLICING NAILER i 2X6 WOOD NAILER 60 MIL.EPDM MEMBRANE CEMENT AS HATCHED CONTINUOUS SURE-SEAL SPLICING SLOPED TO EDGE ELEVATOR ADDITION GALVANISED CLEAT, CEMENT AS HATCHED b"WIDE SURE-SEAL SURE-SEAL FULLY ADHERED SPLICING CEMENT PRESSURE-SENSITIVE FASTENED W/1-1/4"RING 6"WIDE SURE-SEAL j 60MIL REINFORCED EPDM THE GLOAMING &MONTAUK AVE. FLASHING SHANK NAILS @ 12"O.C. PRESSURE-SENSITIVE MEMBRANE 2X10 FASTENED TO FISHERS ISLAND, NY 06390 LAP SEALANT AND SURE-SEAL WATER PARAPET WALLS SURE-SEAL LAP SEALANT CUT-OFF MASTIC AS FLASHING 60 MIL REINFORCED i CONTINUOUS EPDM MEMBRANE (SEE NOTE 4) PENETRATION ALL EPDM (SEFASTENED4AP SEALANT i FASTENEDGALVANISW/1-1/4"ED 1RING RESOLUTION: 4 ARCHITECTURE FULLY ADHERED TO SURE-SEAL FULLY ADHERED RIGID INSULATION 60MIL REINFORCED EPDM """" ' - -_•__________ __ _ _ _ -�� SHA K NAILS 2"O C TREET SUITE 1902 NEW YORK NY 10001 _ AND SURE-SEAL WATER ; 150 WEST 28TH S MEMBRANE ------ TEL:212.675,9266 www.re4a.com FAX 212,206.0944 � - CUT-OFF MASTIC AS I - CROSSED @ALL EPDM CONTINUOUS LEAD -- .__ Ql PENETRATION �- COATED COPPER --- ANCHOR CLEAT ROOF & FLASHING DETAILS K P 12"O.C. i'. CONTINUOUS LEAD COATED COPPER J SIDING; REFER TO ( I METAL DRIP DATE: 12/05/17 ELEVATIONS FOR TYPE 6. ; EDGE;TYP, A500 SIDING;REFER TO ELEVATIONS 03 ROOF/WALL FLASHING DETAIL 02 EDGE/FASCIA DETAIL 01 OVERFLOW SCUPPER DETAIL 6 FOR TYPE SCALE: AS NOTED SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" COPYRIGHT Q RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED.