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�S�FEOIkc�r Town of Southold I 10/26/2022 �o GA P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43530 Date: 10/26/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 1035 Sebastians Cove Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 100.-3-11.14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2022 pursuant to which Building Permit No. 47455 dated 1/13/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to existing single-family dwelling as applied for. The certificate is issued to Seaville 641 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-85277 10/5/2022 PLUMBERS CERTIFICATION DATED 9/30/2022 �X-14\remler 0 Au ori ed g ature ��o�SUFfatKc TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 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#: 47455 Date: 2/15/2022 Permission is hereby granted to: Seaville 641 LLC 2625 E 28th St Tulsa, OK 74114 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 1035 Sebastians Cove Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 100.-3-11.14 Pursuant to application dated 1/13/2022 and approved by the Building Inspector. To expire on 8/17/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,088.40 CO-ALTERATION TO DWELLING $50.00 Total: $1,138.40 Bu' ding Inspector Certificate.:,&Compliance; „ CERTIFIED,ELECTRICAL_INSPEC:TION -INC ` ' - 1.88 PARK AVENUE _- __ = P: 631 598-561.0 . ............................... ................ . .. ...... .,CE.RTIFIES THAT...................`.........._................. ..E.....ILuI,:. [ Tov . Upon'the,application of.,, _ Upon,prernipps-owned by . Triple Phase Electric Inc.* Seaville.64-1 ,LLC/Gisele Aver Ike & Nicolas-Gagliano 39 Dayton Manoville,.NY-11949 1035 Sebastian Cove Road_ r Mattituck, NY:11952 Located at: 1035 Sebastian Cove Road, Mattituck,,NY 11952 - Application:Number#: 22-8527-7 -Certificate#:.22=85277 Electrical License#:-:31.518-ME, j Section: 100 ''Block:.-3 Lot: 11.14-_Building•Permit'#: 47455` .Described asa Residential occupancy", wherein the premises electrical system consisting of "electrical devices and wiring, described,,below, located in/on,the,premises at: 1st•Floor Renovation' Kitchen /Living,Roo,m/.Dining Room/Foyer'/Master Bedroom/Bath/ Ground Floor Entrance;/Service Equipment ; A Visual inspection of,the premises'electrical system, liniite,d.to electrical,devices and ' iring to -_the extent detailed herein, was,conducted-in-accordance'with the requirements of the applicable code/or standard,promulgated by the State of New York; Department of.State'Code Enforcement, and Administration, or other authority having jurisdiction,-and found to be in compliance therewith : :.on the'5th day of October 2022 Name QTY Combo Smoke& Carbon.Detector- 15 Amp, 120V 1. Dishwasher Circuit_20 Amp; 120V: _ 1 GFI Receptacle- 15 Amp,, 120.'V 15, Furnace/Mot6r,,(8)'"Cir6uit,-20 Amp, .120.V 1 . ARC-Fault-20 Amp, 120Y.. _ .2 Ice-maker Circuit 20 Amp,-120V _ . ;1 ' Power"Panel'-200 Amp,,240V, 42-Circuit 1 - ,Electrical Inspector':.Anthony Giordano: - _�=APPROYEiat o= This'certifcate is not-Valid unless raised seal.is present; ; Certificate.of,Compliance' . ; _ CERTIFIED.ELECTRICAL INSPECTIONS.,'INC.'-:' 188 PARK.AVENUE. . . "AMITyVILLE; ,NY 11701 . - _ P: (631) 598-56'10.............................- : . ...I...3.......................................... ERTIFIES•THAT Upon the application of , .Upon premises.,owned by .' Seaville 641,LLC/Gisele -Triple Phase Electric-Inc.* - Wilke'&:Nicolas Gagliano. 39 Dayton Ave . Manorville; NY 11949 - 1.035 Sebastian Cove Road Mattituck; NY.-11952 Located at: 1035 Sebastian Cove Road, Mattituck, NY-11952 : Application Number#: 22=85277 = -Certificate M 22-85277 Electrical License#: 31518-ME Section: 100 Block:'3..' Lot: 11.1'4 'Building Permit#:47455- - Name ' QTY '. AC Blower- 15-Amp;220V AC Condenser- 30 Rmp, 220V ,-_ ARC-Fault'- '15Amp;'120V . 5 - 1 : ' Appliance Circuit-30 Amp., 220V- 1 -Dimmer= 15 Arnp-120V. Duplex Receptacle,='.15 Amp,.120V = Exhaust'Fan'-15 Amp,'120V - , --Exhaust Hood'-,20 AM',1120V Fixt6r'e' ,0utlet- 15'Amp- 120V 18: Floor Receptacle.-'15 Amp,`1.20V ' . 1 Heat Detecter.-15`Amp,,120V 1 `'Electrical Inspector:-.Anthony Giordano RA ¢[CA(N�oj��� - t _ --APPRCVED O= _ ;= This-certificate is not valid,unless raised-seal is present. = Certificate,of Co.'mpliance _ CERTIFIED,ELECTRICAL INSPECTIONS, INC., 188 PARK AVENUE' AMITYVILLE, NY 11701 : ,(631),598-50 10 ................................ ....................... ........................... ........ ., ............ :CERTFIES THAT , = _ Upon-tlie application of : , Upon premises owned by ' Triple Phase Electric,Inc:*; i Seaville 641 LLC'!Gisele 39 Dayton Ave _ , _ Ike,&Nicolas Gagliana.. . - _. Manorville, NY 11949: 1035 Sebastian Cove Road ' - Mattituck, NY 11952 Located at: 1035 Sebastian Cove Road,, Mattituck, NY 11952 . - _ Application-Number#: 22-85277. :'Certificate`#: 22-85277; Electrical License#: 3151.8-ME: ; Section: 100 :,'Block:.3" - Lot:'11.14 :_Building Permit.#:.47455 ; ` Name �. - - � _ •. '_ QTY'' Oven Circuit-40 Amp; 220V 1 ; ' Recessed Hi-hat Fixture= 15 Amp; 120V; 39. : - =. Smoke Detector_ 15 Amp, 120V. Switch - 15 Amp,-120V; = ,35 = - Electrical Inspector: Anthony Giordano CAL ( .......... iii , _ = APPROVED e �rf1 t This ceitifcate is not valid,unless raised seal'is present.; . Town Hatt Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CART-IFICA.'�Ct0_N Date: �J Building Permit No...— Owner: o.Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2J10 of 1% lead. �I (Plumbers Signature) Sworn to before ane this day of � 20 .ez�A� Notary Public, L -.. Notary Publc Sttale O''MANNINO New York Registration No 4948506 Qualified in Suffolk County Commission expires April 26,2023 i OF SOblh°lo ` # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [%4/FOUNDATION 1 ST'1 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f�"wl loe—vloo, A DATE tiv INSPECTOR OE SObTgolo L-i 7Y S5 ( # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: :uuC�s- r-a i 0- Ke 1A, 0C1-f G lJhC?,n. ' �6 (7 r �C� a /n CSS ot l' DATE INSPECTOR SOUlyO� 9lq5s; i(2 5 ar "V � # TOWN OF SOUTHOLD BUILDING DEPT. v `ycou631-765-1802 INSPECTION [ ` ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ `] 7E C/O [ ,� RENTAL REMARKS: s+ s v awl4r f C claf4 Tan 4-he bow es'oewct Uzi L�k 16 DATE 2 9,- INSPECTOR ho���F SOUTy�� -7 q I &,40 Cve # TOWN OF SOUTHOLD BUILDING DEPT. `ycooxn��' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 002A 1) PA_ �NIr rJJJ4.5-e Poor � �S LAI A �C /jn e I 1/94ciACA Ike WQAA w r aA (3 v ar d4A F1p DATE /2,2- INSPECTOR OF 50UTyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [' INSULATIOWCAULKING [ ] F MING /STRAPPING [ ] FINAL FIREPLACE & C ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: CQmD�,*-,vr- 167 o `moo a v DATE INSPECTOR pF SOblh°� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [XFINAL PLBG. [ ] FOUNDATION 2ND [ TION/CAULKING [ ] FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P/ zl DATE 10 3 y?/ INSPECTOR Pontino, Susan ea '/� From: Gisele Wilke <giselewilke@icloud.com> ZI-7 y5 S Sent: Tuesday, October 18, 2022 9:49 AM To: Pontino, Susan Subject: Photos for 1035 Sebastians cove Mattituck 1 �� ii'aye lJ? �• .mit �� ash � yk 631-420-4102 '""`n'►'w+andaw'�r�a-raga Hi Susan,these pictures were forwarded to the inspector this morning but I wanted to get them to you ASAP to hopefully be approved for our CO and receive it. Could you please confirm you receive these pictures? Thank you Gisele ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 OEM am - 1 r 1 V .i:4. �o- y I , 1 i -_ � � ,�• �j� � ,� . � • /�. ��j, -. ./! _ ...r � ,. ,. .•,-/� �r -. �.. i / ' .i // .. ,. ./�, A i � � , /���i W`` ` .:.:: ///,� -t. j „��y��r � � .� .,.r-- ,,,��< �Y . �, r';��; _.. _- c- � � r. � � '�. �` � � . f 1 I �r ,.�$ �� ... ���� -'Y "E DIY. '� � .v' r ..' .� � ,. . 7 .. (�� ,� I ,. � _ _ - -� _. ._ �: . .�_ �� � �, �� �� � � � ��� -"` +►.,�ra� 4,\ 4 w s� r • e • -------------------- �� •,'? ao .ems ji INK6 III IINSULA OWN o: o e — MRANFAM z-. q_ — W =o�seFFoiK�oG` TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P.O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.lzov Date Received APPLICATION FOR BUILDING PERMIT DUFor Office Use Only JAN 13 2022 PERMIT NO. Building Inspector: t I t�iI.C'iNG Otte T. -Applications and forms must.be,filled'outin their entirety.Incomplete AWN OF SOL�T ®� applications will not be accepted.,Where the Applicant is not the owner,an Owner's Authorization form(Page-2)shall be'completed. , Date:01/03/2022 OWNER($)•OF PROPERTY: Name:Seaville LLC (Gisele Wilke) SCTM#1000-Section100 Block03 Lot 11..14 Project Address:1035 SEBASTIANS COVE RD. MATTITUCK, N.Y. 11952 Phone#:(918) 830-2880 Email:giselewilke@me.com & ncgagliano@gmail.com Mailing Address:2625 East 28th Street Tulsa OK 74114 CONTACT PERSON: Name:Gisele Wilke & Nick Gagliano Mailing Address:2625 East 28th Street Tulsa OK 74114 Phone#:-(918) 830-2880 Email:giselewilke@me.com & ncgagliano@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:David D,_Busch„(Busch Associates Architects) Mailing Address:g0 West Main St., Bay Shore, NY 11706. Phone,#:-(631).9P9-090Q Email:dbusch,@buSchassociatespc.com CONTRACTOR INFORMATION: . Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED,CONSTRUCTION' ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $450,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 59 No 1 - PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property: No Change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential R-80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After-Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Newyork and other applicable Laws;Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws;ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. ., Application Submitted By(print name): /Se �c Uli Ike ❑Authorized Agent BOwner Signature of Applicant: Date: I/L1 ZO2 Z O K(a G►o.�.�.ti STATE OF NEW YORK) SS: COUNTY OF/ I!!Je/ Of f K� (,yu�L� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Jayof _Ti4 ,20 2z— Notary Public Notary Public PROPERTY OWNER AUTHORIZATIONState of Oklahoma • DAVID*LOPEZ, JR (Where the applicant is not the owner) TULSA COUNTY ��,;• COMMISSION #'18005095 Gomm. Ext) pS 21 2022 I, residing.at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 New York State Department of Environmental Conservation Building 40-SUNY,Stony Brook,New York 11790-2356 Am Telephone(516)4440365 Facsimile (516)444-0373 Michael D.Zagata Commissioner Mr. Richard R. Nemschick Ms. Suzanne Auer P.O. Box 1332 Mattituck, N.Y. 11952 Date: July 29i 1996 Re: 1-4738-01389/00001 Sebastian's Cove Rd. SCTM 1000-100-3-11.14 Dear Mr. Nemschick & Ms. Auer: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the 20' elevation contour as shown on the survey pepared by Roderick VanTuyl dated July 22, 1996 is beyond the jurisdiction of Article 25: Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) _no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 201 wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, caf Deputy Regional Permit Administrator cc: LE �S�FFO� JUN 2 8 IWO WING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o� � BUILDING DEPT. ' c, x OWN of soU'rHOnwn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 o41 �a0�� Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn ov seandCa)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: T/'LI FL-C f�16456 L EC 7-A2IC Electrician's Name: EL License No.: Elec. email: TjzIPt E PHASC 6tEtT/z/L 0— GMAIL. Cpl Elec. Phone No: &31 738--000 0I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: S15-.4 V izLC, 611. L LC Address: 1035- SEg 511AA s Cove Cross Street: 61Zi560rV ASE Phone No.: q113' a-30 -2,9-10 BIdg.Permit#: q1 email: Tax Map District: 1000 Section: 00 Block: Lot: 1/r/ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 9&J0VA- J0,V or- ) s'' Fz-om, K� 1CifC-/j CnIKOJM ? 1-4uV0A-Y A00'A %t -1��TJ+ -V FILL BATH' Circle All That Apply: Square Footage: 1 1301 Is job ready for inspection?: YES NO Rough In FIFinal Do you need a Temp Certificate?: E] YES ® NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectOFlood Reconnect OService ReconnectQUnderground❑Overhead '# Underground Laterals 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �° spa 0"), C .n �roUFF01 C � . LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD` BUILDING N of sO T4�To'Fo�` wn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �'�' 0�� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD_southoldtownny.gov - seand(a southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: _fAI Pt-6 f#4 5;6 FC TA-16 Electrician's Name: L r'ofd 6 Z/ License No.: 315-13-- MC- Elec. email: 'TPIft C PfftS ; CLFt-TfZ/(- 0-- CMAIL, (4,1 Elec. Phone No: &31 70-0009 ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 6C-AV1&L�, 611. Address: /035- SEg 51144 s Cove Cross Street: NZiI566'rY AVe Phone No.: j Sf 0 -L-�,go Bldg.Permit#: q'1 `IS email: Tax Map District: 1000 Section: °0p Block: Lot: 1I.,/ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): KI 1ChfL1J3 l�) Ij�DP�OVM y L,4v�/t��'iY AW-1 eft y 11J�L �'`� 1'Fi Square Footage: (� Circle AII That Apply: Is job ready for inspection?: YES F-] NO ®Rough In Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect[]Service Reconnect❑Underground[JOverhead # Underground Laterals 12 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 4 Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW .... ,,... Exhaust Oven W/D Smokes DW Mini. . Carbon ..-ro-. _ _.. - . - .MicGenerator: Combo Cooktop Transfer AC- AH Hood Service .. Amps' Have Used Special: - Comments l A i (V 4 rmx � f " Town Hall Annex y� � Telephone(631)765-1802 54375 Main Roads ,•c r? Fax(631)765-9502 P.O. Box 1179 C#0 ZLI Southold, NY 11971-0959 w BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 01/04/2022 Owner: Seaville LLC (Gisele Wilke) Location of Property: 1035 SEBASTIANS COVE RD. MATTITUCK, N.Y. 11952 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: ��GL Name (person submitting t is form): Seaville LLC (Gisele Wilke) Capacity(check applicable line): Owner Owner representative TrussReg15.doex Effective 1/1/2015 Scotchshield TM Safety - •• :11 Technical Specifications Revision D,June 2022 Specifications for 3MTM ScotchshieldTM Safety and Security Window Film Ultra S800 1.0 Scope This specification is for an optically clear glass shatter resistant and abrasion resistant window film which,when applied to the interior window surface,will help hold broken glass together and reduce the ultra-violet light that normally would enter through the window.This is an easily applied,tear-resistant safety and security window film designed to provide an increased measure of protection in a broad range of uses including basic glass fragment retention,spontaneous glass breakage,seismic preparedness,safety glazing,bomb blast mitigation,Smash and Grab or Break and Entry events. Certain applications may require the film be used in conjunction with a film attachment system. 2.0 Applicable Documents The publications listed below form a part of this specification to the extent referenced.The publications are referred to in the text by the basic designation only. The 1985 American Society for Heating,Refrigeration,and Air Conditioning Engineers(ASHRAE)Handbook of Fundamentals. The American National Standards Institute(ANSI). ANSI Z97.1 —2015 Specification for Safety Glazing Material used in Buildings The American Society for Testing and Materials(ASTM): • ASTM E-308 Standard Recommended Practice for Spectrophotometry and Description of Color in CIE 1931 System • ASTM E-903 Standard Methods of Test for Solar Absorbance,Reflectance and Transmittance of Materials Using Integrating Spheres • ASTM D-882 Standard Test Method for Tensile Properties of Thin Plastic Sheeting • ASTM D-1044 Standard Method of Test for Resistance of Transparent Plastics to Surface Abrasion(Taber Abrader Test) • ASTM D-2582 Standard Test Method for Puncture-Propagation Tear Resistance of Plastic Film and Thin Sheeting • ASTM D-4830 Standard Test Methods for Characterizing Thermoplastic Fabrics Used in Roofing and Waterproofing. • ASTM G-90 Standard Practice for Performing Accelerated Outdoor Weatherizing for Non-metallic Materials Using Concentrated Natural Sunlight • ASTM G 26 Standard Practice for Performing Accelerated Outdoor Weatherizing for Non-metallic Materials Using Concentrated Natural Sunlight • ASTM E-84 Standard Method of Test for Surface Burning Characteristics of Building Materials • ASTM D-1004 Standard Method of Test for Resistance of Transparent Plastics to Tearing(Graves Tear Test) • ASTM E-1886 Standard Test Method for Performance of Exterior Windows,Curtain Walls,Doors,and Impact Protective Systems Impacted by Missile(s)and Exposed to Cyclic Pressure Differentials • ASTM E-1996 Standard Specification for Performance of Exterior Windows,Curtain Walls,Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes • ASTM F-1642 Standard Method of Test for Glazing and Glazing Systems Subject to Airblast Loadings,as adapted by the U.S. Government GSA Test Standard Protocols • ASTM F-2912 Standard Specification for Glazing and Glazing Systems Subjected to Airblast Loadings The Consumer Products Safety Commission(CPSC)16 CFR,Part 1201,Safety Standard for Architectural Glazing Material GSA-TS01-2003 General Services Administration Standard Test for Glazing and Glazing Systems Subject to Airblast Loadings Berkeley Lab WINDOW A Computer Tool for Analyzing Window Thermal Performance, Lawrence Berkeley Laboratory 3.0 Requirements of the Film 3.1 Film Material:The film material shall consist of an optically clear polyester film,consisting of co-extruded micro- layers,with a durable acrylic abrasion resistant coating over one surface,and a UV stabilized pressure sensitive adhesive on the other. The film color is clear and will not contain dyed polyester.The film shall have a nominal thickness of 8 mils (0.008 inches),total construction with adhesive of 9mils(0.009 inches).There shall be no evidence of coating voids. J 1 / 5 Scotchshield TM Safety - •• :11 Technical Specifications Revision - 2022 3.2 Film Properties(typical): a) Tensile Strength(ASTM D882): Coated Film: 33,000 psi(MD)/30,000 psi(TD) b) Break Strength (ASTM D882): Coated Film: 265 Ib/in(MD)/240 Win(TD) c) Percent Elongation at Break(ASTM D882): Coated Film: 140%(MD)/130%(TD) d) Yield Strength: Coated Film: 15,000 psi(MD) e) Percent Elongation at Yield(ASTM D882): Coated Film: 8%(MD) f) Graves Tear Resistance(ASTM D1004): Maximum Force(lbs): Coated Film: 37(MD)/37(TD) Maximum Extension(in): Coated Film: 0.50(MD)/0.51 (TD) Graves Area Tear Resistance(lbs%): Coated Film: 1,100(MD)/1,050(TD) g) Puncture Propagation Tear Resistance(ASTM D2582): Coated Film: 10 Ibf(MD)/12 Ibf(TD) h)Puncture Strength (ASTM D4830): Coated Film: 183 Ibf. 3.3 Solar Performance Properties: film applied to%"thick clear glass a) Visible Light Transmission(ASTM E 903):88% b) Visible Reflection(ASTM E 903):not more than 10% c) Ultraviolet Transmission(ASTM E 903):less than 1%(300-380 nm) d) Solar Heat Gain Coefficient(ASTM E 903):0.80 3.4 Flammability: Upon request from Authorized Dealer/Applicator,3M shall provide independent test data showing that the window film shall meet the requirements of a Class A Interior Finish for Building Materials for both Flame Spread Index and Smoked Development Values per ASTM E-84. a)Flame Spread Index(FDI): 5 b)Smoke Developed Index(SDI):25 3.5 Abrasion Resistance: Upon request from Authorized Dealer/Applicator,3M shall provide test data showing that the film shall have a surface coating that is resistant to abrasion such that, less than 5%increase of transmitted light haze will result in accordance with ASTM D-1044 using 100 cycles,500 grams weight,and the CS1 OF Calibrase Wheel. 3.6 Adhesion to Glass: Upon request from Authorized Dealer/Applicator,3M shall provide test data showing that the film shall have a 180-degree peel strength(adhesion to glass)according to ASTM D-1044 of 6 lbs/in(typical). 3.7 Adhesive System:The film shall be supplied with a high mass pressure sensitive weatherable acrylate adhesive applied uniformly over the surface opposite the abrasion resistant coated surface.The adhesive shall be pressure sensitive(not water activated)and physically bond(not chemically bond)to the glass. The adhesive shall be essentially optically flat and shall meet the following criteria: a. Viewing the film from a distance of ten feet at angles up to 45 degrees from either side of the glass,the film itself shall not appear distorted. b. It shall not be necessary to seal around the edges of the applied film system with a lacquer or other substance in order to prevent moisture or free water from penetrating under the film system. 3.8 Impact Resistance for Safety Glazing: Upon request from Authorized Dealer/Applicator,3M shall provide independent test data showing that the film,when applied to either side of the window glass,shall meet the 400 ft-Ib impact requirements of 16 CFR 1201 (Category 2)and ANSI Z97.1 (Class A, Unlimited).Testing shall be done with film applied both on 1/8"and 1/4"annealed glass. 2/5 3M I TM Scotchshield TM Safety : Security Window :01 Technical Specificatio.ns Revision D, - 2022 3.9 Impact Protection: Upon request from Authorized Dealer/Applicator,3M shall provide independent test data showing the following: a.Film shall pass impact of Large Missile"C"and withstand subsequent pressure cycling(per ASTMs El 996 and El 886)at+/-75 psf Design Pressure with use of 3M Impact Protection Adhesive attachment system. 3.10 Bomb Blast Mitigation: Upon request from Authorized Dealer/Applicator,3M shall provide independent test data showing the following: a. GSA Rating of"2"/ASTM F1642"No Hazard"with target blast pressure of 6 psi and 42 psi*msec blast impulse,on'/4"annealed single pane glass and 3M Impact Protection Attachment Sealant b. GSA Rating of"2"/ASTM F1642"No Hazard"with target blast pressure of 6 psi and 42 psi*msec blast impulse,on V annealed double pane glass with 3M Impact Protection Attachment Sealant c. GSA Rating of"T/ASTM F1642"Very Low"with target blast pressure of 9 psi and 70 psi*msec blast impulse, on 1"annealed double pane glass with 3M Impact Protection Attachment Sealant d. GSA Rating of"2"/ASTM F1642"No Hazard"with target blast pressure of 9 psi and 70 psi*msec blast impulse,on 1"tempered double pane glass with 3M Impact Protection Attachment Sealant e. GSA Rating of"3a"/ASTM F1642"Minimal Hazard"with target blast pressure of 6.5 psi and 47 psi*msec blast impulse,on V tempered double pane glass with 3M Impact Protection Attachment Sealant(on 2 sides only) f. GSA Rating of"2"/ASTM F1642"No Hazard"with target blast pressure of 10 psi and 75 psi*msec blast impulse,on 1"tempered double pane glass with 3M Impact Protection Attachment Sealant g. GSA Rating of"3a"/ASTM F1642"Minimal Hazard"with blast pressure of 6 psi and 42 psi*msec blast impulse,on'/4"tempered single pane glass with 3M Impact Protection Attachment Sealant(on 2 sides only) GSA Rating only: h. GSA Rating of"3b"with blast pressure of 6.84 psi and 45 psi*msec blast impulse,on 1"annealed double pane glass with 3M Impact Protection Attachment Sealant(on 2 sides only) I. GSA Rating of"3a"with blast pressure of 7.5 psi and 55 psi*msec blast impulse,on'/4'annealed single pane glass and 3M Impact Protection Attachment Sealant j. GSA Rating of"2"with blast pressure of 7.5 psi and 50 psi*msec blast impulse,on '/4'tempered single pane glass with 3M Impact Protection Attachment Sealant Test results are based on dry lamination of film to single pane glass and wet lamination of film to double pane insulated glass units. 4.0 Requirements of the Authorized Dealer/Applicator(ADA) 4.1 The ADA shall provide documentation that the ADA is authorized by 3M to install said window film as per 3M's specifications and in accordance with specific requests as to be determined and agreed to by the customer. 4.2 Authorization of dealership may be verified through the company's 3M ID Number. 4.3 The ADA will provide a commercial building reference list of ten(10)properties where the ADA has installed window film.This list will include the following information: *Name of building *The name and telephone number of a management contact *Type of glass *Type of film *Amount of film installed *Date of completion 5.0 Requirements of the Manufacturer 5.1 3M will clearly identify and label each film core with the product designation and run number. 5.2 Materials shall be manufactured by: 3M Commercial Solutions Division 3M Center, Building 280 St.Paul, MN 55144-1000 3/ 5 3 MTM Scotchshield TM Safety - •• :11 Technical Specificatioris Revision D, - 2022 6.0 Application 6.1 Examination: Examine glass surfaces to receive new film and verify that they are free from defects and imperfections, which will affect the final appearance.Correct all such deficiencies before starting film application. 6.2 Preparation: a. The window and window framing will be cleaned thoroughly with a neutral cleaning solution.The inside surface of the window glass shall be scraped with stainless steel razor blades with clean,sharp edges to ensure the removal of any foreign contaminants without damages the glass surface. b. Drop cloths or other absorbent material shall be placed on the windowsill or sash to absorb moisture accumulation generated by the film application. 6.3 Installation:The film shall be applied as to the specifications of 3M by an ADA. a. Materials will be delivered to the job site with the manufacturer's labels intact and legible. b. To minimize waste,the film may be cut to specification utilizing a vertical dispenser designed for that purpose.Film edges shall be cut neatly and square at a uniform distance of 1/8"(3 mm)to 1/16"(1.6 mm)of the window-sealing device. c. Film shall be wet-applied using clean water and slip solution to facilitate positioning of the film onto glass. d. To ensure efficient removal of excess water from the underside of the film and to maximize bonding of the pressure sensitive adhesive,plastic bladed squeegees shall be used. e. Upon completion,the film may have a dimpled appearance from residual moisture.Said moisture shall,under reasonable weather conditions,dry flat with no moisture dimples within a period of 30 calendar days when viewed under normal viewing conditions. f. After installation,any leftover material will be removed,and the work area will be returned to original condition. Use all necessary means to protect the film before,during and after the installation. 7.0 Cleaning The film may be washed using common window cleaning solutions,including ammonia solutions,30 days after application. Abrasive type cleaning agents and bristle brushes,which could scratch the film,must not be used.Synthetic sponges or soft cloths are recommended. 8.0 Warranty 8.1 3M warrants the film for a period of 12 years(14 years installed with 3M Impact Protection Attachment Sealant)from the date of installation against cracking,crazing,delaminating,peeling,or discoloration.If the product is found to be defective under warranty,3M will replace such quantity of the film proved to be defective and will additionally provide the removal and reapplication labor free of charge at current industry labor rates. 8.2 3M also warrants against glass failure due to thermal shock fracture of the glass window unit(maximum value$500 per window)provided the film is applied to recommended types of glass and the failure occurs within sixty(60)months from the date of application.Any glass failure must be reviewed and approved by 3M prior to replacement and payment. 8.3 Additional warranty and limited remedy terms are contained in the Warranty, Limited Remedy,and Disclaimer and the Limitation of Liability provisions below. 4/ 5 • - • -1, & Secu,il, Winlow811 TecInical Specilicalio.ns Revision D,June 2022 Technical Information:The technical information,guidance,and other statements contained in this document or otherwise provided by 3M are based upon records,tests,or experience that 3M believes to be reliable,but the accuracy, completeness,and representative nature of such information is not guaranteed. Such information is intended for people with knowledge and technical skills sufficient to assess and apply their own informed judgment to the information.No license under any 3M or third party intellectual property rights is granted or implied with this information. Product Selection and Use:Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application.Customer is solely responsible for evaluating the product and determining whether it is appropriate and suitable for customer's application,including conducting a workplace hazard assessment, reviewing all applicable regulations and standards,and reviewing the product label and use instructions.Failure to properly evaluate,select, and use a 3M product in accordance with instructions or to meet all applicable safety regulations may result in injury,sickness,death,and/or harm to property. Warranty,Limited Remedy,and Disclaimer:Unless a different warranty is specifically stated on the applicable 3M product packaging or product literature(in which case such warranty governs),3M warrants that each 3M product meets the applicable 3M product specification at the time 3M ships the product.3M MAKES NO OTHER WARRANTIES OR CONDITIONS, EXPRESS OR IMPLIED, INCLUDING,BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OR CONDITION OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE,OR ARISING OUT OF A COURSE OF DEALING,CUSTOM,OR USAGE OF TRADE. If a 3M product does not conform to this warranty,the sole and exclusive remedy is,at 3M's option, replacement of the 3M product or refund of the purchase price. Limitation of Liability: Except for the limited remedy stated above,and except to the extent prohibited by law,3M will not be liable for any loss or damage arising from or related to the 3M product,whether direct,indirect,special,incidental,or consequential(including,but not limited to,lost profits or business opportunity),regardless of the legal or equitable theory asserted,including,but not limited to,warranty,contract, negligence,or strict liability. IMPORTANT NOTICE: This product is not approved in the State of Florida for use as hurricane,windstorm, or impact protection from wind-borne debris from a hurricane or windstorm. In compliance with Florida Statute 553.842, this product may not be advertised,sold, offered, provided, distributed, or marketed in the State of Florida as hurricane, windstorm, or impact protection from wind- borne debris from a hurricane or windstorm. The information provided in this report is believed to be reliable; however,due to the wide variety of intervening factors,3M does not warrant that the results will necessarily be obtained. All details concerning product specifications and terms of sale are available from 3M. Commercial Solutions Division 3M Center,Building 220-12E-04 St.Paul,MN 55144 3M.com/windowfilm ©3M 2022.All rights reserved. 3M and Scotchshield are trademarks of 3M.Used under license in Canada. All other trademarks are property of their respective owners.Revision D,June 2022.Please recycle. 5/5 ,�-. z J /: tit 1�Ff\�;•':�_.�i�-y;J.;g"i^. '.�1`,t. + IX pg f. ' 1` .'�. �,.- +•'"' 1i, rerx�„'�t.•�a yea:r, w.d•f.; �^ f',1 'At `f °'`Ar-�:+'��'�� ,?ting r`'n',s• ' J-. `"i �. ;,, M S �+r��y• fit. ` f z L Protect tenants and your property even on a budget with 3W Safety & Security Window Film. ► Mitigates hazards from shattered glass due to natural S40 S70 S80 S140 and human causes Break * *** *** ***** I- Increases security and provides added protection and Entry against smash and grab burglaries Safety *** **** ****1 ****1 ► Helps provide protection to people and property from Glazing ' flying glass in natural disasters Seismic **** ***** ***** ***** ► Increases anti-spall protection for laminated glass Blast Mitigation * **** **** **** ► Can be combined with 3M'"Impact Protection Miti 9 Attachment Systems for additional safety and security Anti-Graffiti ► Helps extend the life of furnishings by significantly reducing harmful UV rays,the largest cause of fading Best ***** Better Good Fair * Not Recommended ValuedFOU J ATION C LI N TON K RECOMMENDED Associations +~ ` CLIMATE INITIATIVE wNOWFILM and Alliances: PARTNER ASSOCIATION. g ` + Break and Entry Completed Testing 0- Provides precious time by helping to ► EN 356 I deter unwanted individuals from entering 0, UL 972 your building or home ► ULC 332 ► Help protect occupants and assets -I Safety Glazing and Completed Testing F ` Human Impact 0, ANSI Z97.1 _ 1 ► 16 CFR CPSC 1201 "� ► Upgrade your glass to meet safety 0- EN 12600 glazing codes' , r r'` k ► Help protect your occupants from broken glass hazards Seismic and Spontaneous Completed Testing I Glass Breakage ► ANSI 297.1 ► 16 CFR CPSC 1201 ► Glass fragment retention film for ► EN 12600 increased protection for people, - property and possessions R, Bomb Blast and Completed Testing Explosion Protection ► ASTM F1642 ► GSA TS01-2003 -_. ► Help protect people from flying glass ► ISO 16933 y- shards,one of the most common causes of blast related injuries and fatalities Film Properties (nominal) — not for specification purposes Elongation Abrasion Film Type -Film Thickness Construction =Tensile Strength -- Break Strength at Break Peel Strength Resistance Safety S40 4 mil(0.10mm) Single ply 25,000 psi(172 MPa) 100 lbs/in(445 N/25mm) >125% >4lbs/in(18 N/25mm) <5% Safety S70 7 mil(0.18mm) Single ply 25,000 psi(172 MPa) 175 lbs/in(778 N/25mm) >125% >5 lbs/in(22 N/25mm) <5% Safety S80 8 mil(0.20mm) 2-ply 25,000 psi(172 MPa) 200 lbs/in(890 N/25mm) >125% >2 lbs/in(9 N/25mm) <5% Safety S140 14 mil(0.36mm) 3-ply 25,000 psi(172 MPa) 350 lbs/in(1,557 N/25mm) >12.5 1 >2 lbs/in(9 N/25mm) <5% 3M products are tested to multiple industry standards.Glazing systems vary.Contact 3M for more information. *Building codes vary,please consult with 3M and your local code official. Warranty,Limited Remedy and Disclaimer:Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application.User is solely responsible for evaluating the 3M product and determining whether it is fit fora particular purpose and suitable for user's method of application.Unless an additional warranty is specifically stated on the applicable 3M product packaging or product literature,3M warrants that each 3M product meets the applicable 3M product specification at the time 3M ships the product. 3M MAKES NO OTHER WARRANTIES OR CONDITIONS,EXPRESS OR IMPLIED,INCLUDING,BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OR CONDITION OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR ANY IMPLIED WARRANTY OR CONDITION ARISING OUT OFA COURSE OF DEALING,CUSTOM OR USAGE OF TRADE.If the 3M product does not conform to this warranty,then the sole and exclusive remedy is,at 3M's option,replacement of the 3M product or refund of the purchase price.Limitation of Liability:Except where prohibited by law,3M will not be I iable for any loss or damage arising from the 3M product,whether direct,indirect,special,incidental or consequential,regardless of the legal theory asserted,including warranty, contract,negligence or strict liability. 3M Commercial Solutions Division 3M Center,Building 220-12E-04 Please recycle.Printed in the U.S.A. St.Paul,MN 55144-1000 3M is a trademark of 3M. ©3M 2017.All rights reserved. 3M.com/windowfilm Used under license in Canada. 98-0150-0748-1 i BUILDING PLANNING design temperature. The installation of one or more portable R305.1.1 Basements. Portions of basements that do not { I space heaters shall not be used to achieve compliance with contain habitable space or hallways shall have a ceiling this section. height of not less than 6 feet 8 inches(2032 mm). Exception:Owner-occupied one-family dwellings subject Exception: At beams, girders, ducts or other obstruc- to the approval of the building official. tions, the ceiling height shall be not less than 6 feet 4 inches(1931 mm)from the finished floor. SECTION R304 I. MINIMUM ROOM AREAS SECTION 8306 R304.1 Minimum area.Habitable rooms shall have a floor SANITATION area of not less than 70 square feet(6.5 mZ). [NY] R306.1 Toilet facilities. Every dwelling unit shall be i Exception:Kitchens. provided with a water closet, lavatory, and a bathtub or R304.2 A inimum dimensions.Habitable rooms shall be not E less than 7 feet(2134 mm)in any horizontal dimension. Exception:Owner-occupied one-family dwellings subject i to the approval of the building official. Exception:Kitchens. Height effect on room area.Portions of a room with [NY]R306.2 Kitchen.Each dwelling unit shall be provided R304.3 Hei g with a kitchen area and every kitchen area shall be provided a sloping ceiling measuring less than 5 feet(1524 mm) or a with a sink. furred ceiling measuring less than 7 feet(2134 mm)from the Exception:Owner-occupied one-family dwellings subject finished floor to the finished ceiling shall not be considered as contributing to the minimum required habitable area for to the approval of the building.official. that room. R306.3 Sewage disposal. Plumbing fixtures shall be con- i nected to a sanitary sewer or to an approved private sewage disposal system. s SECTION R305 R306.4 Water supply to fixtures.Plumbing fixtures shall be i CEILING HEIGHT connected to an approved water supply. Kitchen sinks,lava- R305.1 Minimum height. Habitable space, hallways and tories, bathtubs, showers, bidets, laundry tubs and washing portions of basements-containing these spaces shall have a machine outlets shall be provided with hot and cold water. t; ceiling height of not less than 7 feet(2134 mm).Bathrooms, I toilet rooms and laundry rooms shall have a ceiling height of not less than 6 feet 8 inches(2032 mm). SECTION R307 fi Exceptions: iTOILET,BATH AND SHOWER SPACES 1.'For rooms with sloped ceilings, the required floor R307A Space required. Fixtures shall be spaced in accor- area of the room shall have a ceiling height of not -dance with Figure R307.1, and in accordance with the less than 5 feet(1524 mm)and not less than 50 per- requirements of Section P2705.1. cent of the required floor area shall have a ceiling R307.2 Bathtub and shower spaces. Bathtub and shower height of not less than 7 feet(2134 mm). floors and walls above bathtubs with installed shower heads (� 2'. The ceiling height above bathroom and toilet room and in shower compartments shall be finished with a nonab- fixtures shall be such that the fixture is capable of sorbent surface.Such will surfaces shall extend to a height of being used for its intended purpose.A shower or tub not less than 6 feet(1829 mm)above the floor. equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches (2032 mm) above an area of not less than 30 inches (762 mm) SECTION R308 by 30 inches(762 mm)at the showerhead. GLAZING " 8. en ica on. . it�eptasdicat in_ ,Section 3.,Beams, girders,ducts or other obstructions in base- ._ ments containing habitable space shall be permitted R ©8takl-encpaneofglazin g-P�nsfalTe7n azarl°ca- 1 nsffas'defined in Sect on_R3Q8:4``sh l be-providedrwitlia,_ to project to within 6 feet 4 inches(1931 mm)of the , . -- --s�—�-� manufacturer=s designation specifying-who applied the desi finished floor. _ nationtlie type=ofgTass and`the'safety-=gflazing'standard with Tit V. �rivl'uch�it_complies,€and�that_is visible=.m�thenrfinal{-installation. e�desig ation shall be acid etched;saridblasred;ycerannic= i 1 JIu 54 2020 RESIDENTIAL CODE OF NEW YORK STATE i BUILDING PLANNING j i 9 WALL 1 { �15 IN. WALL 30 IN. t' ' WALL—,, I ' l 30 IN. MIN. I 21 IN. .� I CLEARANCE 21 IN. 24 IN.CLEARANCE IN CLEARANCE FRONT OFF OPENING SHOWER i J WATER CLOSET OR BIDET WALL � WALL 151N.�� 151N,—, TU8 'i 21 IN. T CLEARANCE 21 IN.• ' CLEARANCE WALL ; 1 r f' TUB S , f i WATER CLOSETS WALL For SI: 1 inch=25.4 mm. FIGURE R307.1 t_ , I MINIMUM FIXTURE CLEARANCES a ;-'� e• 1'ase�t etc�e�;E e_bosse� b f-a type-_that-.once 2�Tempered",spm aandrel-glasgl&p�rmittebd:to b identi- h,' ap If .tsra'ctnot+be removed withouf1lie� i destroye_d`.3�A.1 b_el fied by the manufacturer with'a removable paper al11beTerniitted in lieu of:the manufacturer-'s designation.. _designation?^ Y v - �.. Exceptions: �F 8308.1.1 Identification of multiple assemblies.Multi- pane, assemblies having individual panes not exceeding locthereliapgt'empered�glass,rmanufactpier=s desi - 1 square foot (0.09 m) in exposed area shall have not eyu>redpcoided-that building less than one pane in the assembly identified in accor- dance with Section R308.1.Other panes in the assembly o er ey>< ence.confirming�compliance wi'th.tlus code. shall be labeled"CPSC 16 CFR 1201"or"ANSI Z97.1" as appropriate. fE X020 RESIDENTIAL CODE OF NEW YORK STATE 55 BUILDING PLANNING j i; R308.2 Louvered windows or jalousies. Regular, float, R308.4.1 Glazing in doors. Glazing in fixed and opera- wired or patterned glass in jalousies and louvered windows ble panels of swinging, sliding and bifold doors shall be shall be not less than nominal'/t6 inch(5 mm)thick and not considered to be a hazardous location. E more than 48 inches (1219 mm) in length. Exposed glass Exceptions: edges shall be smooth. E 1. Glazed openings of a size through which a 3- 8308.2.1 Wired glass prohibited.Wired glass with wire inch-diameter(76 mm)sphere is unable to pass. exposed on longitudinal edges shall not be used in jalou- sies or louvered windows. 2. Decorative glazing. 0 . -_Hum"MM527 load 8308.4.2 Glazing adjacent to doors. Glazing in an indi- � l din gl �sg irrors in�liazardous'locati'onosucMdsthose vidual fixed or operable panel adjacent to a door shall be �"- considered to be a hazardous location where the bottom iridicate .-as defured�.in ectionrR3Q8fh; sha11'pass`the test - � ,. �� exposed edge of the glazing is less than 60 inches (1524 iequtrements ofaSectionR30,83:1:. - �--� mm)above the floor or walking surface and it meets either Exceptions: of the following conditions: L Louvered windows and jalousies shall comply with 1. Where the glazing is within 24 inches(610 mm)of Section R3082. either side of the door in the plane of the door in a 2. Mirrors and other glass panels mounted or hung on a closed position. surface that provides a continuous backing support. 2" Where the glazing is on a wall less than 180 degrees 3. Glass unit masonry complying with Section R607. (3.14 rad) from the plane of the door in a closed '', R308;3:�act test. Where required by other sections position and within 24 inches(610 mm)of the hinge o he c d lazin hall`bye esfed'insaccord0-5 M ith side of an in-swinging door. + � g _C It 1'201; Glazin sh}a1T coin 1 iffil-e test Exceptions: .tet { j cni a�fti GategoiytRunless;ottierwtse-indlcated'.inTable l. Decorative glazing. r` 08:3:1'( ): "� -_ ! 2. Where there is an intervening wall or other i per- E cephon-7Giazing not in doors or enclosures for hot manent barrier between the door and the glazing. ' tubs, whirlpools, saunas, steam rooms, bathtubs and ` 3or showers shall be peiuUtted to be tested in accordance . Where access through the door is to a closet storage area 3 feet (914 mm) or less in depth. with ANSI Z97.1.Glazing shall comply with the test cri- teria for Class A unless otherwise indicated in Table Glazing in this application shall comply with j 8308.3:1(2). Section R308.4.3. .} ' ^Rs308:4sHazardouwilocations sThe�'1ocatitirisEsp�cified�in Sec- 4. Glazing that is adjacent to the fixed panel of patio "- doors. ftionsnR�30:8 4_:1_tthroughe1Z30.8 4 7 Wdl-1�i 56e nsidered,-to"be ` specific hazardous`locationsrfoptherp�urposes of glazing. 1 TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC le CFR 1201 p GLAZING IN ;I GLAZING IN GLAZED PANELS GLAZED PANELS antro RS AND SLIDING GLASS EXPOSED SURFACE ,STORM OR GLAZING IN REGULATED BY REGULATED BY iiW6116SURES DOORS PATIO AREA OF ONE SIDE COMBINATION DOORS SECTION R308.4.3 SECTION R308.4.2 RE tX*ED BY TYPE OF ONE LITE DOORS (Category Class) (Category Class) (Category Class) ldittf N(Q08.4.5 (Category Class) (Category Class) (Ca eg �ea) a 9 square feet or less I I NR I II II j 1V[o3etttiatr9:squarelfee-Jim II II II II II For SI: 1 squarefoot=0.0929 m'. NR=No Requirement. Y TABLE 8308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 POSED SURFACE AREA GLAZED PANELS REGULATED BY GLAZED PANELS REGULATED BY DOORS AND ENCLOSURES REGULATED EXPOSED SIDE OF ONE LITE SECTION R308.4.3 SECTION R308.4.2 BY SECTION R308.4.5 OF (Category Class) (Category Class) (Category Class) 9 square feet or less No requirement B A More than 9 square feet A A A For Sl: 1 square foot=0.0929 m2. + a. Use is permitted only by the exception to Section R308.3,1. 56 2020 RESIDENTIAL CODE OF NEW YORK STATE ONNE ■NOM 114 Mel I Standard/Regulatiol Safety Glazing Standards: CPSC 16 CFR 1201 and ANSI 97.1-2015 Applicable to Exposed Surface Area of one side of the lite Less or equal to 9FT2_ Category I Storm or Combination doors O150 Ib.-force Doors -Glazed panels regulated by IBC section 2406.4.2: N (100 Ib.bag dropped Glazing in an individual fixed or operable panel adjacent to a door where the nearest vertical edge of the glazing is within a 24 in.aro or either vertical edge of (� from 18 in.height) the door in a,closed position and where the bottom exposed edge of the glazing is less than 60 in.above the walking surface shall be considered hazardous location(not applicable to lites greater than 9 ft2). li Greater than 9FT2 _ — U Category II Doors,storm doors,sliding into patio doors indoor glazing M 400 Ib.-force Sliding patio doors(9 ft.or less) r (100 Ib. bag dropped Doors and enclosures regulated by section 2406:4.5(9ft.or less) Glazing in walls,enclosures or fences containing or facing hot tubs,spas,whirlpools,saunas,steam rooms,bathtubs,showers,and infoor our outdoor from 48 in.height) swimming pools where the bottom of the exposed edge of the glazing is Less than 60 in.measured vertical) above an standing or walking surface shall be t7 9 p P 9 9 9� Y Y 9 9 Ali considered hazardous location.This shall apply to single glazing and all panes in multiple glazing. Glass ti`- 150 Ib.-force Less or equal to 9FT2 -Glazed panel regulated by section 2406.4.2* (100 I,b.bag dropped *From the International Building Code(IBC)chapter 24"Glass and Glazing"section x`2406"Safety Glazing". m from 18 in.height) N Less or-equal to 9FT2 * Doors and enclosures regulated by section 2406.5 0) Greater than 9FT2 N Class A Glazed panels regulated by IBC section 24'06.4:2* cA Glazed panels regulated by IBC section 2406.4.3* Z 400 Lb.- Force Glazing in an individual fixed or operable panel that meets all of the following shall be considered hazardous location Q (100 Ib.bag dropped 1)Exposed area or an individual pane is greater than 9FT2 from 48 in.height) 2)Bottom edge of the glazing is less than 18 in.above the floor 3)The top edge of the glazing is greater than 36 in.above the floor 4)One or more walking surface(s)are within 36 in.measured horizontally and in a straight line of the plane of the glazing. -Glazed panels regulated by IBC section 2406.4.5 Industry information provided by 3M Window Films. 0 3M 2021.All rights reserved. If you have any questions regarding this information;please contact us at 3mwindowfilmadmin@mmm.com 75-5100.3848-4 Safely Glazing Standar (RED) tY I WallI LT Safety GlazingTesting perANS1Z97.1 -2.01 5 (CPSC • CFR 1201) 3MT"" Scotchsliie T.M Safety&Security Tnn 3M Safety& Security Window Film Window Film �I'Safety 84Q -. o .Pass Pass Pass . Pass Pass -. ® Pass Pass Pass Pass Pass ' Pass 'Pass ANSI =American National Standards Institute CPSC= Consumer Product Safety Commission The ANSI Z97.1-2015 impact test rating includes the window film's ability to hold glass fragments when impacted. When comparing 3M films to competitive products, be sure to compare results using the 2015 standard. Industry information provided�by 3M Window Films. Q 3M 0021.-All Hqj11o,—Ne&IFyoubave any qUestions regarding this informationj please contact us at e Safety Glazing Standards Orange Tech Cards 2021.1ndd 2 12/10/21 10:45 AM LLumar Safety and Security Film Testing Matrix ILumar Type of Protection Standard/Test Method SCL SR PS4 SCL SR PS7 SCL SR PS8 SCL SR PS13 Human Impact ANSI Z97.1 Class B Class B Class B Class A,B CPSC 16CFR1201 Cat I Cat I Cat I Cat 1,11 EN 12600 z(B)z 2(13)2 1(B)1 Film Side 2(B)2 2(B)2 Glass Side Blast* SP-A,DL;6,64 psi,3B , SP-A,WG,4.43 psi,3B SP-A,WG,6.57 psi,3B GSA TS-01 SP-A,DL,4 psi,313 SP-A,DL,4 psi,38 DP-A,WG,4.48 psi,2 DP-A,WG,6.57 psi,313 SP-T,WG,4.43 psi,3B DP-T,WG,4.48 psi,l SP-A,DL,6.64 psi,Low Hazard ASTM F1642 SP-A,WG,6.57 psi,Very Low Hazard. DP-A,WG,6.57 psi,Low Hazard SP-A,DL,7.74 psi,3 samples:(E) Low Hazard;(D)Very Low Hazard; ISO 16933 (E)Low Hazard SP-A,Gullwing,7.74 psi,All 3 samples(E)Low Hazard Windstorm* PA-201/202/203 SP-A,WG,Level C,80 psf ASTM E1886 DP-T,WG,Level C,50 psf ASTM E1996 SP-T,-WG,Small,53 psf Forced-Entry EN 356 SP-A,P2A,Impact Glass Side NFPA-101 Fire ASTM E-84 Class A Class A. Class A Class A Protection Rating *Results are for film constructions prior to 2018 reformulation. Until the reformulated films can be tested,order pre-2018 safety film constructions for blast and windstorm projects. Blast Test Result Designations: Glass Type,Attachment System,Blast Pressure in psi,Hazard Level psi=pounds per square inch Windstorm Test Result Designations: Glass Type,Attachment System,Max Wind Load,Missile Type psf=pounds per square foot Glass type abbreviations Attachment system abbreviations SP-A Single-pane annealed glass DL Daylight film application,no attachment SP-T Single-pane tempered glass WG Structural silicone caulking,wet-glazed DP-A Dual-pane annealed glass DP-T Dual-pane tempered glass Referenced Standards/Test Method ANSI American National Standards Institute ASTM American Society for Testing and Materials CFR Code of Federal Regulations(United States) CPSC Consumer Product Safety Commission EN European Standards GSA General Services Administration ISO International Standards Organization NFPA National Fire Protection Association PA Miami-Dade Windborne Debris Test Methods 2 ' BUILDING PLANNING i Q$:4.3.Glazing,in windows. Glazingin;an`.individual te`aater�s':ed etof= bathtub,,hotrbspa,wlrirlpooLaor, ;fixed.or operable panel that,meeis allof the following con= swmimtng I m_hefedgerof showers, or_- ;ditipns shall be considered to be a hazardous location: to room:-— 1. The exposed area of an individual pane is larger than R308.4.6 Glazing adjacent to stairs and ramps. Glaz- 9 square feet(0.836 in). ing where the bottom exposed edge of the glazing is less 2. The bottom edge of the glazing is less than 18 inches than 36 inches (914 mm) above the plane of the adjacentwalking surface of stairways, landings between flights of f; (457 ram)above the floor. stairs and ramps shall be considered to be a.hazardous i 3. The top edge of the glazing is more than 36 inches location. (914 mm)above the floor. Exceptions: ' ..4. One or more walking surfaces are within 36 inches '± , y g 1. Where glazing is adjacent to a walking surface (914 mm) measured horizontally and in a straight and a horizontal rail is installed at 34 to 38 inches ' line,of the glazing. (864 to 965 mm)above the walking surface.The Exceptions:,P rail shall be capable of withstanding a horizontal F 1. Decorative glazing. load of 50 pounds per linear foot(730 N/m)with- 2. Where glazing is adjacent to a walking sur- out contacting the glass andhavea cross-sec- face and a horizontal rail is installed 34 to tional height of not less than 1 /Z inches(38 mm). 3 38 inches(864 to 965 mm)above the walk- 2. Glazing 36 inches (914 mm) or more measured ing surface. The rail shall be.capable of horizontally from the walking surface. withstanding a horizontal load of 50 R308.4.7 Glazing adjacent to the bottom stair landing. w pounds per linear foot (730 Min) without Glazing adjacent to the landing at the bottom of a stairway contacting the glass and have a cross-sec- where the-glazing is less than 36 inches (914 mm) above tional height of not less than I'/,inches(3 8 -landing and within a 60-inch(1524 mm)horizontal arc less than 180 degrees (3.14 rad) from the bottom tread ` .~ 3. Outboard panes in insulating glass units nosing shall be considered to be a hazardous location.(See and other multiple glazed panels where the Figure R308.4.7.) bottom edge of the glass is 25 feet (7620 Exception:Where the glazing is protected by a guard mm)or more above grade,a roof,walking , complying with Section R312 and the plane of the glass surfaces or other ,horizontal [within 45 degrees (0.79 rad) of horizontal is more than 18 inches(457 mm)from the guard. ! %? ( ' ) surface R308.5 Site-built windows.Site-built.windows sha1com 1 adjacent to the glass exterior. P y with Section.,,1404 of the Building'Code of New'York State. .jRR308.4A Glazing in guards and railings.Glazing in g'tr_uards and railings, including structural baluster panels R308.6 Skyligbts and sloped glazing.Skylights and sloped ,;:g g g 4'and nonstructural in-fill panels, regardless of area or glazing shall comply with the following sections. :'-height above a walking surface shall be considered to be a R308.6.1 Definitions.The following tends are defined in ihazardous location. Chapter 2: R308.4.4.I Structural glass baluster panels. Guards SKYLIGHT,UNIT. with structural,glass baluster panels shall be installed SKYLIGHTS AND SLOPED GLAZING. with'an attached top rail or,handrail. The top rail or TUBULAR DAYLIGHTING DEVICE(TDD). handrail shall be supported by not less than three glass baluster panels, or shall be otherwise supported to R308.6.2 Materials.Glazing materials shall be limited to t; remain in place should one glass baluster panel fail. the following: Exception: An attached top rail or handrail is not 1. Laminated glass with not less than a 0.015-inch required where the glass baluster panels are lami- (0.38 mm) polyvinyl butyral interlayer for glass nated'glass with two or more glass plies of equal panes 16 square feet(1.5 in)or less in area located 6 thickness and of the same glass type. such that the highest point of the glass is not more g R3Q8:4:5.Glazing and wet urfaees. Glazing--in w s,. than 12 feet(3658 mm)above a welkin surface;for t-tops RggAw higher or larger sizes,the interlayer thickness shall z is,:saunas s eAur-rooms;ba li bs;,'showers�siud be not less than 0.030 inch(0.76 mm). 2. Fully tempered glass. . i dv—,o j s an r_w n 3. Heat-strengthened glass. elc:too0'oThisSYl 4. Wired glass. shall amgl�etgl g "dee ane"r[iiltipie glaz-. 5. Approved rigid plastics. i ing, :... R308.6.3 Screens, general. For fully tempered or heat- strengthened glass,a retaining screen meeting the require- >> orc�ttteally and a straiglitline;fromQ 2120 RESIDENTIAL CODE OF NEW YORK STATE 57 Pontino, Susan From: Dave Busch <dbusch@buschassociatespc.com> Sent: Friday, October 21, 2022 3:54 PM To: Jarski,John; Pontino, Susan Cc: Arkadiusz Chrobak;Joan Galler Subject: 1035 Sebastian Cove -Temper Glass Code Exception Attachments: Ultra-5800-Specifications.pdf, Code Findings.pdf;Safety-Series_Family_Card _ 98-0150-0748-1.pdf, safety-glazing-standards-orange-tech-cards-2021.pdf John Thank you for the conversation. As discussed, please find the rating documentation for the 3M film applied to the bathroom window in reference at 1035 Sebastian Cove, Mattituck. As discussed,the 3M product installed, has been tested in compliance with CPSC 16 CFR 1201,and complies with the Category 11 Criteria. In summary,this product complies with NYS Residential Code Section R308.3.1, Impact Test. It is my professional opinion that this satisfies the NYS Residential Code Section for Glazing R308,specifically section R308.1.1,exception of a manufactures designation. I have as well provided pdf copies of the pertinent code sections for record. As discussed, I will prepare a final formal document to submit in follow up to this email'. Again,thank you for the conversation and acceptance of this code and product criteria in closing this matter. We will follow up with the Town regarding the CofO next week. Enjoy your vacation!! Sincerely, David D. Busch,AIA; LEED AP Principal Busch Associates Architects 90 West Main St., Bay Shore, NY 11706 0: 631-969-0900 2941 West SR 434,Suite 400, Longwood, FL 32779 10:407-979-4482 E: dbusch@buschassociatespc.com buschassociatespc.com I Facebook JTwitter l Instagram l Houzz ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Arkadiusz Chrobak From: Dave Busch Sent: Monday,January 10, 2022 11:54 AM To: Arkadiusz Chrobak; DiSalvo, Diane Cc: Sandra Rodriguez; Christine Pinkosh; Cantrell, Elizabeth Subject: RE: 1035 Sebastians Cove Board of Trustees Coordination Diane, Thank you for the conversation. As discussed,the current application is for an interior alteration at the ground floor, with related replacement of windows and siding repair. The wetlands are to the west of the residence (rear elevation). There is a new small two foot bay window bump out to the north on the plan (side),that is not towards the wetlands. Per our conversation, I understand we may go ahead and submit our application for the building permit directly. Again,thank you for the timely review. Best David D. Busch,AIA, LEED AP Principal Busch Associates Architects 90 West Main St., Bay Shore, NY 11706 10: 631-969-0900 2941 West SR 434,Suite 400, Longwood, FL 32779 10:407-979-4482 E: dbusch@buschassociatespc.com buschassociatespc.com I Facebook ITwitter I Instagram I Houzz From:Arkadiusz Chrobak<achrobak@buschassociatespc.com> Sent: Monday,January 10, 2022 11:33 AM To:.DiSalvo, Diane<diane.disalvo@town.southold.ny.us> Cc: Dave Busch<dbusch@buschassociatespc.com>;Sandra Rodriguez<SRodriguez@buschassociatespc.com>; Christine Pinkosh<cpinkosh@buschassociatespc.com> Subject: RE: 1035 Sebastians Cove Board of Trustees Coordination Diane, That is correct, however since the initial overlap,the owners reduced scope of work and are not doing the deck or screened in area as part of this filing. Filing is limited to the work proposed on the drawings. Thank you, Eric Arkadiusz Chrobak 1 Busch Associates Architects 90 West Main St., Bay Shore, NY 11706 10: 631-969-0900 2941 West SR 434,Suite 400, Longwood, FL 3277910:407-979-4482 E: achrobak@buschassociatesoc.com ARCH IT ECTS buschassociatespc.com I Facebook JTwitter I Instaeram I Houzz From: DiSalvo, Diane<diane.disalvo@town.southold.nv.us> Sent: Monday,January 10, 2022 10:54 AM To:Arkadiusz Chrobak<achrobak@buschassociatespc.com> Subject: RE: 1035 Sebastians Cove Board of Trustees Coordination Originally you had questioned about permit for deck and screened in area? - Diane From:Arkadiusz Chrobak<achrobak@buschassociatespc.com> Sent: Friday,January 7, 2022 3:21 PM To: DiSalvo, Diane<diane.disalvo@town.southold.nv.us> Cc:Cantrell, Elizabeth<elizabethc@town.southold.nv.us>; Dave Busch<dbusch@buschassociatespc.com>;Sandra Rodriguez<SRodrieuez@buschassociatespc.com>; Christine Pinkosh<cpinkosh@buschassociatespc.com> Subject: 1035 Sebastians Cove Board of Trustees Coordination Diane& Elizabeth In follow up to our previous dialogue (email attached) regarding 1035 Sebastians Cv, Mattituck, NY 11952,we are herein submitting a Draft of Bldg. Dept Filing Set for your review prior to submitting to Building Dept. As you may recollect,the property is located within regulated distance to wetlands and we were advised to submit the plans for your review in order to confirm that proposed work does not need to go through complete Board of Trustees Review&Hearing. Please note that scope of work has been reduced significantly and is strictly limited to interior alteration, replacement of windows/doors, new bay window and related minor exterior facade improvements. In overlap with plans examiner Amanda Nunamaker,she is looking for confirmation from your department that proposed work does not require full Board of Trustees filing/review&can go for Building Dept. permit filing review directly. Files Attached : Email Correspondence: 1035 Sebastian's Cove Board Of Trustees Coordination Drawings:22-0107 Sebastian's Cove Permit Filing Set(Trustees Review) Thank you, Eric Arkadiusz Chrobak 2 Busch Associates Architects 90 West Main St., Bay Shore, NY 11706 10: 631-969-0900 2941 West SR 434,Suite 400, Longwood, FL 3277910:407-979-4482 E: achrobak@buschassociatespc.com buschassociatespc.com I Facebook ITwitter I Instasram I Houzz ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 B ARCHITECTS Letter of Transmittal DATE: January 13,2022 TO: Town of Southold Building Dept. PHONE: 631-765-1802 54375 Main Road Southold, NY 11971 FROM: Arkadiusz Chrobak RE: 1035 Sebastian Cove Mattituck, NY 11952 CC: FILE VIA: Drop Off Message Enclosed please find the following Planning Board Package for the Sebastian Cove-building project located at 1035 Sebastian.Cove, Mattituck,NY: . • One(1)Completed,Signed&Notarized Building Permit Application • One(1)-.Completed&Signed Notice of Pre-Engineered Wood Construction Utilization Form • One(1) Email Copy of Correspondence with Trustees Dept.(Diane DiSalvo)Confirming GO Ahead for Building Permit • One(1)Copy of Letter of Non-Jurisdiction from DEC Dept.dated July 29,1996 • One(1)Copy of Articles of Organization/Proof of Ownership(Gisele Wilke) • Four(4)Sets of Survey(sized 11x17)dated Nov 30,2021 • Four(4)Originals of Signed&Sealed Construction Plans,dated 01/07/2022,which include: General:C0.11GN1.0 o Architectural:D1.0,D1.1,D1.2;D1.3,A1.1,A1.2,A1.3,A1.4,A3.1,A3.2,A7.1,A8.3 If you have any questions or require additional information,please feel free to contact David Busch directly at 631-969-0900. Thank you, Arkadiusz Chrobak Busch Associates Architects 90 West Main St. Bay Shore NY 11706 631.969.0900 2941 West SR 434 Suite 400 Longwood FL 32779 407.979.4482 buschassociatespc.com ARTICLES OF ORGANIZATION OF Seaville 641 LLC Under Section 203 of the Limited Liability Company Law THE UNDERSIGNED,being a natural person of at least eighteen (18) years of age, and acting as the organizer of the limited liability company hereby being formed under Section 203 of the Limited Liability Company Law of the State of New York certifies that: FIRST: The name of the limited liability company is: Seaville 641 LLC SECOND: To engage in any lawful act or activity within the purposes for which limited liability companies may be organized pursuant to Limited Liability Company Law provided that the limited liability company is not formed to engage in any act or activity requiring the consent or approval of any state official, department, board,agency, or other body without such consent or approval first being obtained. THIRD: The county, within this state, in which the office of the limited liability company is to be located is SUFFOLK. FOURTH: The Secretary of State is designated as agent of the limited liability company upon whom process against it may be served. The address within or without this state to which the Secretary of State shall mail a copy of any process against the limited liability company served upon him or her is: Gisele Wilke, M.D. 2625 East 28th Street Tulsa, OK 74114 FIFTH: The limited liability company designates the following as its registered agent upon whom process against it may be served within the State of New York is: John Gagliano 89 East Fifth Street Deer Park,NY 11729 SIXTH: The limited liability company is to be managed by: ONE OR MORE MANAGERS. SEVENTH: The existence of the limited liability company shall begin upon filing of these Articles of Organization with the Department of State. EIGHTH: The limited liability company shall have a perpetual existence. DOS-1239-f-1 I (Rev.02/12) FILE NUMBER:201216010489;DOS ID:5898956 Page 1 of 2 NINTH: The limited liability company shall defend, indemnify and hold harmless all members, managers,and former members and managers of the limited liability company against expenses(including attorney's fees,judgments, fines, and amounts paid in settlement) incurred in connection with any claims, causes of action, demands, damages, liabilities of the limited liability company, and any pending or threatened action, suit,or proceeding. Such indemnification shall be made to the fullest extent permitted by the laws of the State of New York,provided that such acts or omissions which gives rise to the cause of action or proceedings occurred while the Member or Manager was in performance of his or her duties for the limited liability company and was not as a result of his or her fraud,gross negligence, willful misconduct or a wrongful taking. The indemnification provided herein shall inure to the benefit of successors, assigns, heirs, executors, and the administrators of any such person. I certify that I have read the above statements, I am authorized to sign these Articles of Organization, that the above statements are true and correct to the best of my knowledge and belief and that my signature typed below constitutes my signature. Stephen W. Ray (signature) Stephen W. Ray , ORGANIZER 320 South Boston Avenue Suite 200 Tulsa,OK 74103 Filed by: Stephen W. Ray 320 South Boston Avenue Suite 200 Tulsa, OK 74103 FILED WITH THE NYS DEPARTMENT OF STATE ON: 12/16/2020 FILE NUMBER: 201216010489; DOS ID: 5898956 Page 2 oP2 iR DEPARTMENT OF THE TREASURY IRS INTERNAL REVENUE SERVICE CINCINNATI OH 45999-0023 Date of this notice: 01-06-2021 Employer Identification Number: 86-1258528 Form: SS-4 Number of this notice: CP 575 B SEAVILLE 641 LLC GISELE WILKE MBR 2625 E 28TH ST For assistance you may call us at: TULSA, OK 74114 1-800-829-4933 IF YOU WRITE, ATTACH THE STUB AT THE END OF THIS NOTICE. WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER Thank you for applying for an Employer Identification Number (EIN) . We assigned you EIN 86-1258528. This EIN will identify you, your business accounts, tax returns, and documents, even if you have no employees. Please keep this notice in your permanent records. When filing tax documents, payments, and related correspondence, it is very important that you use your EIN and complete name and address exactly as shown above. Any variation may cause a delay in processing, result in incorrect information in your account, or even cause you to be assigned more than one EIN. If the information is not correct as shown above, please make the correction using the attached tear off stub and return it to us. Based on the information received from you or your representative, you must file the following form(s) by the date(s) shown. Form 1065 03/15/2021 If you have questions about the form(s) or the due date(s) shown, you can call us at the phone number or write to us at the address shown at the top of this notice. If you need help in determining your annual accounting period (tax year), see Publication 538, Accounting Periods and Methods. We assigned you a tax classification based on information obtained from you or your representative. It is not a legal determination of your tax classification, and is not binding on the IRS. If you want a legal determination of your tax classification, you may request a private letter ruling from the IRS under the guidelines in Revenue Procedure 2004-1, 2004-1 I.R.B. 1 (or superseding Revenue Procedure for the year at issue) . Note: Certain tax classification elections can be requested by filing Form 8832, Entity Classification Election. See Form 8832 and its instructions for additional information. A limited liability company (LLC) may file Form 8832, Entity Classification Election, and elect to be classified as an association taxable as a corporation. If the LLC is eligible to be treated as a corporation that meets certain tests and it will be electing S corporation status, it must timely file Form 2553, Election by a Small Business Corporation. The LLC will be treated as a corporation as of the effective date of the S corporation election and does not need to file Form 8832. To obtain tax forms and publications, including those referenced in this notice, visit our Web site at www.irs.gov. If you do not have access to the Internet, call 1-800-829-3676 (TTY/TDD 1-800-829-4059) or visit your local IRS office. (IRS USE ONLY) 575B 01-06-2021 SEAV B 9999999999 SS-4 IMPORTANT REMINDERS: * Keep a copy of this notice in your permanent records. This notice is issued only one time and the IRS will not be able to generate a duplicate copy for you. You may give a copy of this document to anyone asking for proof of your EIN. * Use this EIN and your name exactly as they appear at the top of this notice on all your federal tax forms. * Refer to this EIN on your tax-related correspondence and documents. If you have questions about your EIN, you can call us at the phone number or write to us at the address shown at the top of this notice. If you write, please tear off the stub at the bottom of this notice and send it along with your letter. If you do not need to write us, do not complete and return the stub. Your name control associated with this EIN is SEAV. You will need to provide this information, along with your EIN, if you file your returns electronically. Thank you for your cooperation. Keep this part for your records. CP 575 B (Rev. 7-2007) ---------------------------------------------------------------------------------------------- Return this part with any correspondence so we may identify your account. Please CP 575 B correct any errors in your name or address. 9999999999 Your Telephone Number Best Time to Call DATE OF THIS NOTICE: 01-06-2021 ( ) - EMPLOYER IDENTIFICATION NUMBER: 86-1258528 FORM: SS-4 NOBOD INTERNAL REVENUE SERVICE SEAVILLE 641 LLC CINCINNATI OH 45999-0023 GISELE WILKE MBR I�In1�1�61�InI�I��I�InIIu�Ili�n�I�IuIIJ��u) 2625 E 28TH ST TULSA, OK 74114 Steve Ray From: eCorps@dos.ny.gov Sent: Wednesday, December 16,2020 4:51 PM To: Steve Ray Cc: eCorps@dos.ny.gov Subject: [EXTERNAL]:E-Corp Filing-201216010489 Attachments: 201216010489_Filing Receipt.pdf,201216010489.pdf New York State Department of State Division of Corporations Please print this email for your records. Thank you for submitting your Articles of Organization through the Department of State's Online Filing System. The Articles of Organization have been filed by the Department of State. We have attached the official filing receipt and any related document(s)for the following domestic limited liability company : DOS ID: 5898956 Business Name: Seaville 641 LLC County: SUFFOLK Filing Date: 12/16/2020 Biennial Statement Due: 12/16/2022 Email Address: sray@hallestill.com Next Steps: 1. Retain this email and attachment(s)for your records. The Department of State does not mail additional hard copies of the filing receipt or related attachment(s). Additionally,the Department of State does not issue duplicate filing receipts and will not resend this email. 2. Information regarding publication requirements related to limited liability company formation is available on the Department of State's website. 3. Limited liability companies are required to file a Biennial Statement with the Department of State every two years pursuant to Limited Liability Company Law § 301. Limited liability companies that wish to receive an email notice when their Biennial Statement is due must provide an email address at the Department of State's Email Address Submission/Update Service. Resources i . Instructions for filing Certificates of Correction, Certificates of Amendment and other documents with the Department of State Contact Information Department of State: Email the Division of Corporations at corporations@dos.ny.gov. ■ro' fec D a link in.the Ornail above,'thb link wil,l be afiil'yz"ed,fbr known�thf6at*M'lf.ca known threat is found, you wi'll not be able to proceed to the destination.] suspkc, ods content is detected;you: 2 N.Y.S. DEPARTMENT OF STATE DIVISION OF CORPORATIONS AND STATE RECORDS ALBANY, NY 12231-0001 ONLINE FILING RECEIPT ENTITY NAME: SEAVILLE 641 LLC DOCUMENT TYPE: ARTICLES OF ORGANIZATION (DOM. LLC) COUNTY: SUFF FILED:12/16/2020 DURATION:********** CASH#:201216010489 FILE#:201216010489 DOS ID:5898956 FILER: EXIST DATE ------ ---------- STEPHEN W. RAY 12/16/2020 320 SOUTH BOSTON AVENUE SUITE 200 TULSA, OK 74103 ADDRESS FOR PROCESS: -------------------- GISELE WILKE, M.D. 2625 EAST 28TH STREET TULSA, OK 74114 REGISTERED AGENT: ----------------- JOHN GAGLIANO 89 EAST FIFTH STREET DEER PARK, NY 11729 Of NEW- 0 ES•. The limited liability company is required to file a Biennial Statement with the Department of State every two years pursuant to Limited Liability Company Law Section 301. Notification that the Biennial Statement is due will only be made via email. Please go to www.email.ebiennial.dos.ny.gov to provide an email address to receive an email notification when the Biennial Statement is due. SERVICE COMPANY: ** NO SERVICE COMPANY ** SERVICE CODE: 00 FEE: 205.00 PAYMENTS 205.00 FILING: 200.00 CHARGE 205.00 TAX: 0.00 DRAWDOWN 0.00 PLAIN COPY: 5.00 CERT COPY: 0.00 CERT OF EXIST: 0.00 DOS-1025 (10/2020) Authentication Number: 2012160654 To verify the authenticity of this document you may access the Division of Corporation's Document Authentication Website at http://ecorp.dos.ny.gov OPERATING AGREEMENT OF SEAVILLE 641 LLC A NEW YORK LIMITED LIABILITY COMPANY 4721095.1:912388.00576 OPERATING AGREEMENT OF SEAVILLE 641 LLC A NEW YORK LIMITED LIABILITY COMPANY THIS AMENDED AND RESTATED OPERATING AGREEMENT ("Agreement") is executed by the Members named on the signature page hereto of SEAVILLE 641 LLC, a New York limited liability company. In consideration of the covenants and conditions hereinafter set forth,the Members hereby agree that the terms of this Agreement shall govern the Company. ARTICLE I Organizational Matters Section 1.1 Formation. The Company was formed as a limited liability company pursuant to the provisions of the Law. The rights and obligations of the Members,and the affairs of the Company, shall be governed first by the Mandatory Provisions of the Law, second by the Company's Articles of Organization, third by this Agreement and fourth by the optional provisions of the Law. In the event of any conflict among the foregoing, the conflict shall be resolved in the order of priority set forth in the preceding sentence. Section 1.2 Name. The name of the Company shall be"SEAVILLE 641 LLC". Section 1.3 Principal Office, Registered Agent. The principal office and registered agent of the Company in the State of New York shall be as stated in the Articles of Organization. The Company may also maintain offices at such other place or places as the Members deem advisable. Section 1.4 Term. The Company commenced on.December 16, 2020, upon the filing for record of the Articles of Organization with the New York State Department of State and shall have perpetual existence. Section 1.5 Purpose of the Co=ggy. The purpose of the Company shall be to engage in any lawful act or activity for which limited liability companies may be organized under the Law. ARTICLE II Definitions Section 2.1 Definitions. For purposes of this Agreement, the following terms shall have the following meanings: "Affiliate" means any Person that directly or indirectly controls, is controlled by, or is under common control with, such Person. As used in this definition of "Affiliate," the term "control" means either: (a) the possession, directly or indirectly, of the power to direct or cause the direction of the management and policies of a Person, whether through ownership of voting 1 4721095.1:912388.00576 securities, by contract or otherwise, or(b) a direct or indirect equity interest of ten percent(10%) or more in the entity. "Agreed Value" shall have the meaning specified in Section 9.2. "Agreement" means this Operating Agreement, as it may be amended or supplemented from time to time. "Articles of Organization" means the articles of organization, as amended from time to time,filed by the Company under the Law. "Assignee"means a Person to whom one or more Units have been transferred,by transfer or assignment or otherwise,in a manner permitted under this Agreement and under the Law, and who has agreed to be bound by the terms of this Agreement but who has not become a Substitute Member. "Capital Account"means a capital account maintained pursuant to Section 3.3. "Capital Contributions" means the amount of cash or fair market value of property contributed or services rendered, or a promissory note or other binding obligation to contribute cash or property or to perform services, contributed to the capital of the Company by all Members, or any one Member, as the case may be (or the predecessor holders of any Units) as a prerequisite for ownership of,or in connection with,Units. "Capital Gain"means the Company's allocable share of gain from the disposition by the Company of a capital asset as defined in the Code (including any portion of such gain treated as ordinary income). "Cash Available for Distribution"means, with respect to any period, all cash receipts and funds received by the Company(except for Capital Contributions and borrowings)minus: (a) all cash expenditures, and (b) the Company's cash representing working capital or other reserves as determined necessary by the Manager in the Manager's sole discretion. "Closing" shall have the meaning specified in Section 9.3. "Code" means the Internal Revenue Code of 1986, as amended, as in effect from time to time, and any successor thereto. "Company" means SEAVILLE 641 LLC, a New York limited liability company formed pursuant to the Articles of Organization and the Law. "Company Property" means all property owned or acquired, or any leasehold interests held,by the Company from time to time. "Dissociated Member"shall have the meaning specified in Section 9.2. "Dissociated Member's Units"shall have the meaning specified in Section 9.3. 2 4721095.1:912388,00576 "FPA" shall have the meaning specified in Section 8.2.C. "Event of Dissociation"shall have the meaning specified in Section 9.2. "Income" and "Loss" mean an amount equal to the Company's taxable income or loss (including capital loss) for each taxable year, determined in accordance with Section 703(a) of the Code (for this purpose, all items of income, gain, loss, or deduction required to be stated separately pursuant to Section 703(a)(1)of the Code shall be included in taxable income or loss). "Indemnitee" shall have the meaning specified in Section 6.4.A. "Independent Valuation Firm" shall have the meaning specified in Section 9.2. "IRS"shall have the meaning specified in Section 8.2.C. "Law"means the Limited Liability Company Law of the State of New York, as it may be amended from time to time, and any successor to such laws. "Majori y Vote" or "Majority Vote of the Members" means the affirmative vote, or written consent in lieu of a vote, of Members holding a simple majority (more than fifty percent (50%))of the Outstanding Units held by all the Members. "Manager'means that Person or those Persons appointed as manager(s) of the Company pursuant to Section 5.1. "Mandatory Provisions of the Law"means those provisions of the Law which may not be waived by the Members acting unanimously or otherwise. "Members" means those persons executing this Agreement, as the Members of the Company, on the signature page hereto, and any other Persons who may be admitted as a Member pursuant to this Agreement. "Notice Date to Dissociated Member"shall have the meaning described in Section 9.3. "Opinion of Counsel" means a written opinion of counsel (who shall be regular counsel to the Company). "Outstanding" means the number of Units issued by the Company as shown on the Company's books and records, less any previously issued Units then held by the Company. "Partnership Representative"means the individual designated pursuant to Section 8.2. "Person" means a natural person, partnership, domestic or foreign limited partnership, domestic or foreign limited liability company, trust, estate, association or domestic or foreign corporation. "Push-Out Election"shall have the meaning specified in Section 8.2.C. 3 4721095.1:912388.00576 "Record Holder" means the Person, whether a Member or Assignee, in whose name a Unit is registered on the books and records of the Company as of the close of business on a particular date. "Substitute Member" means a transferee of a Unit who is admitted as a Member to the Company pursuant to Section 10.1 in place of and with all rights of a Member with respect to the transferred Unit. "Tax Item" means each item of income, gain, loss, deduction, or credit of the Company for federal tax purposes, as separately stated and calculated pursuant to the Code. "Transfer" shall have the meaning specified in Section 9.1.A. "2015 Act" shall have the meaning specified in Section 8.2. "Unit" means a unit representing the rights of a Member or, in the case of an Assignee, the rights of the assigning Member in distributions (liquidating or otherwise) and allocations of the profits, losses, gains, deductions,and credits of the Company. ARTICLE III Capital Contributions Section 3.1 Units. A. There shall initially be an aggregate of one thousand (1,000) authorized Units in the Company, all of which are issued to the Members. B. Additional Units may be authorized for issuance in the manner set forth in Section 10.2 hereof. C. The Company may, at the Manager's sole discretion, issue one or more Certificates in the name of a Member evidencing the number of Units issued. Such Certificates shall be signed by the Manager. All Certificates evidencing Units of any class shall be consecutively numbered. The name and address of each Member and the date of issuance of the Certificate shall be entered on the records of the Company. When a Member has been elected to membership and has paid any sums that may then be required, a Certificate evidencing Units owned by such Member shall be issued in such Member's name, if the Manager shall have provided for the issuance of Certificates under the provisions of this Section 3.1. Section 3.2 Capital Contributions. The Members executing this Agreement shall contribute in immediately available U.S. funds, or in fair market value of property or services rendered, or a promissory note or other binding obligation to contribute cash or property or to perform services, the amount set forth opposite such Member's name on Exhibit A attached hereto, for the number of Units set forth opposite such Member's name thereon. 4 4721095.1:912388.00576 Section 3.3 Capital Accounts. A. The Company shall maintain for each Member a separate Capital Account. The term "Capital Account" shall mean as to any Member and as to any Units held by that Member the amount of the initial Capital Contribution attributable to the Units held by that Member, which amount shall be (i) increased by subsequent Capital Contributions by such Member and by any Capital Gain and Income allocated to such Member, and (ii) decreased by distributions to such Member and by any Loss allocated to such Member. B. In the event any in-kind contributions or contributions in the form of services are ever made,the Capital Account of the Member shall be increased by the fair market value of the property or services contributed by such Member and as agreed to in writing by the Members. C. The foregoing definition of Capital Account and certain other provisions of this Agreement are intended to comply with Treasury Regulations Section 1.704-1(b), and shall be interpreted and applied in a manner consistent with that regulation. Such regulation contains additional rules governing maintenance of capital accounts that have not been addressed in this Agreement, but to which the Company will adhere for purposes of maintaining Capital Accounts. D. An Assignee of a Unit will succeed to the Capital Account relating to the Unit transferred. E. At such times as may be permitted or required by Treasury Regulations issued pursuant to Section 704 of the Code, the Capital Accounts shall be revalued and adjusted to reflect the then fair market value of Company Property and the Capital Accounts shall be maintained to comply with Treasury Regulations Section 1.704- l(b)(2)(iv)(f). All allocations of gain resulting from such revaluation shall be made consistently with that regulation; and to the extent not inconsistent therewith, the Income allocation provisions of Section 4.2 hereof. F. No Member shall be required to pay to any other Member of the Company any deficit or negative balance which may exist from time to time in such Member's Capital Account, rop vided, however, upon and after dissolution of the Company, the Members shall be obligated to restore any deficit or negative balance in their Capital Accounts. Section 3.4 Interest. No interest shall accrue or be paid by the Company on Capital Contributions, balances of a Member's Capital Account or any other funds distributed or distributable under this Agreement. Section 3.5 No Withdrawal. Without the written consent of all remaining Members of the Company, no Member shall have (a) any right to resign voluntarily or otherwise to withdraw 5 4721095.1:912388.00576 from the Company, or(b) any right to the withdrawal or reduction of any part of such Member's Capital Contribution. Section 3.6 Loans. Loans by a Member to the Company may be permitted in the discretion of, and on terms approved by, the Manager. Such loans shall not be considered Capital Contributions. Section 3.7 Additional Contributions. The Members shall not be obligated to contribute additional capital to the Company unless all of the Members agree to do so. Any additional capital contributions approved by all of the Members shall be made by all of the Record Holders (whether Members or Assignees) in proportion to the number of Units held. Any failure by a Record Holder to make an additional Capital Contribution approved by all of the Members shall be deemed to be a breach under this Agreement. ARTICLE IV Tax Allocations and Distributions Section 4.1 Distribution of Cash Available for Distribution. A. Distributions of all Cash Available for Distribution shall be made not less frequently than quarterly and at such times if and as shall be determined by the Manager. Any distribution of property shall be treated as a distribution of cash in the amount of the fair market value of such property. B. Notwithstanding any provision hereof to the contrary, to the extent practicable, there shall be distributed not less frequently than quarterly to each Record Holder an amount that is intended to permit the Record Holder to pay federal or other income taxes in respect of such Record Holder's share of the Income for any taxable period. The amount of such distribution to each Record Holder for any such taxable period shall be a uniform percentage determined from time to time by the Manager, following consultation with the Company's tax advisors, which is applied to Income allocated to the Record Holders. Section 4.2 Tax Allocation of Income and Loss. A. All Tax Items shall be allocated to all Record Holders in accordance with their respective Units in the Company. All Outstanding Units shall otherwise be treated equally. B. Notwithstanding anything to the contrary in this Section 4.2' any Capital Gain recognized by the Company shall be allocated first to those Record Holders, if any, to take into account the provisions of Section 4.2.D below, next to those Record Holders who have negative Capital Accounts to restore such Capital Accounts to zero and further, to any Record Holders in order to cause such Capital Accounts of all Record Holders to be in proportion to their respective ownership of Units. The purpose of this method of allocation is to give"substantial economic effect"to the allocations and Capital Accounts 6 4721095.1:912388.00576 hereunder in accordance with Section 704(b) of the Code and Treasury Regulations thereunder. C. If during any fiscal year of the Company,any Record Holder unexpectedly receives an adjustment, allocation, or distribution of the type described in Treasury Regulations Section 1.704-1(b)(2)(ii)(d)(4),(5), or (6), that Record Holder shall be allocated items of Income in an amount and manner sufficient to eliminate that Record Holder's deficit Capital Account balance as quickly as possible. D. Under regulations prescribed by the Secretary of the Treasury pursuant to Section 704(c) of the Code, items of Capital Gain, Income and Loss with respect to property contributed to the Company by a Record Holder shall be shared among Record Holders so as to take account of the variation between the basis of the property to the Company and its fair market value at the time of contribution. The Manager shall have the power to make such elections, adopt such conventions, and allocate Capital Gain, Income and Loss in such manner as the Manager deems appropriate to comply with Section 704(c) of the Code and any Treasury Regulations promulgated thereunder and to preserve, to the extent possible, uniformity of the Units. Any items allocated under this Section 4.2.D shall not be debited or credited to Capital Accounts to the extent that item is already taken into account (upon formation or otherwise) in determining a Record Holder's Capital Account. E. Upon the transfer of a Unit, Income, Capital Gain and Loss attributable to the transferred Unit, shall, for federal income tax purposes, be allocated to the owners of such Unit on the basis of the Income or Loss for each month that such Person was the owner of such Units, determined on an interim closing of the books method. The Members may revise, alter, or otherwise modify the method of allocation as they determine necessary to comply with Section 706 of the Code and regulations or rulings promulgated thereunder. F. All tax credits for federal or state income tax purposes shall be allocated in the same manner as Income. ARTICLE V Management and Operation of Business Section 5.1 Manager. Management of the Company shall be vested in Gisele C. Wilke, M.D. and Nicholas C. Gagliano, M.D., and they are hereby appointed as Managers of the Company until their successors are duly elected and qualified. While there are two or more Managers serving, a majority of the Managers must act on behalf of the Company to legally bind or otherwise obligate the Company. In the event that either named Manager is unable to serve as Manager or resigns from such position or is removed from such position as provided in this Article V, or if the Members decide otherwise, a successor or successors shall be appointed by the Members upon a Majority Vote of the Members. If no Manager is serving, the business of the Company shall be under the exclusive management of the Members, and in such case, a 7 4721095.1:912388.00576 Majority Vote of the Members shall be necessary for all decisions affecting the Company, and individual Members shall have no power as such. Section 5.2 Authority of Manager. The Managers may exercise all the powers of the Company whether derived from law, the Articles of Organization or this Agreement and any Manager shall have the authority to approve contracts into which the Company may enter so long as such actions taken are within a budget adopted by the Company. The authority to execute contracts on behalf of the Company shall be delegated to such individuals as determined by the Managers from time to time. Notwithstanding the foregoing, the approval of all of the Members shall be required for the following: A. Borrowing money or pledging or encumbering any Company Property; B. Entering into any contract not performable within one year or a contract with a commitment in excess of$5,000.00; C. Selling all or substantially all of the Company Property; D. Doing any act which would make it impossible to carry on the ordinary business of the Company;or E. Admitting a Person as a Member,except as provided in this Agreement. The Manager will not in any event knowingly perform an act that would subject a Member to personal liability. Section 5.3 Term. The Manager shall hold office until the Manager's successor shall have been appointed or until the Manager's resignation or removal. Section 5.4 Removal. Any Person appointed as Manager may be removed by a Majority Vote of the Members at any time with or without cause. Section 5.5 Meetings and Consents in Lieu of Meetings of Manager. Meetings of the Manager shall be held on such dates, at such times and at such places as the Manager may from time to time determine. The Company shall give notice of the date, time and place of each meeting by mailing the same at least three (3) business days before the meeting, to the Manager, but such notice may be waived by the Manager. Any action required or permitted to be taken at any meeting of the Manager may be taken without a meeting if the Manager consents thereto in writing and the writing or writings are filed with the minutes of proceedings of the Manager. Section 5.6 Ouorum. A majority of those serving as the Manager shall constitute a quorum for the transaction of business and the vote of a majority of those serving as the Manager present at a meeting at which a quorum is present shall be the act of the Manager. If at any meeting of the Manager there be less than a quorum present, a majority of those present may adjourn the meeting from time to time without notice other than announcement at the meeting, until a quorum shall be obtained. All those present at any meeting of the Manager may be 8 4721095.1:912388.00576 counted in determining the presence of a quorum for all purposes and for all matters before the meeting regardless of the interest the Manager may have in any matter before the meeting. Section 5.7 Outside Activities of the Manager and Manager's Affiliates. The Manager and the Manager's Affiliates may have business interests and engage in business activities in addition to those relating to the Company, including, without limitation, business interests and activities in direct competition with the Company for the Manager's or the Manager's Affiliates' own account or for the account of others, and no provision of this Agreement shall be deemed to prohibit the Manager's Affiliates from conducting such businesses and activities. Neither the Company nor the Members shall have any rights by virtue of this Agreement or the relationship contemplated herein in any business ventures of the Manager or the Manager's Affiliates. Section 5.8 Limitation on Liability of Manager. No Manager shall be liable to the Company or its Members for monetary damages for breach of fiduciary duty as a Manager; provided, however, that nothing contained herein shall eliminate or limit the liability of a Manager: A. For breach of this Agreement; B. For any breach of the Manager's duty of loyalty to the Company or its Members; C. For acts or omissions not in good faith or which involve intentional misconduct or a knowing violation of the law; and D. For any transactions from which the Manager derived an improper personal benefit. Section 5.9 Officers. Officers of the Company may be appointed by the Manager and shall have such titles and exercise such powers and perform such duties as are prescribed by the Manager. Any number of offices may be held by the same person, as the Manager may determine. The officers shall hold office for the term for which they were appointed and until their successors are elected and qualified; provided, however, that any officer may be removed at any time with or without cause by the Manager. ARTICLE VI Rights and Obligations of the Members Section 6.1 Limitation of Liability. Anything herein to the contrary notwithstanding, except as otherwise expressly agreed in writing by such Member, a Member shall not be personally liable for any debts, liabilities, or obligations of the Company, whether to the Company, to any of the other Members, to creditors of the Company, or to any other Person. The failure of the Company to observe any formalities or requirements relating to the exercise of its powers or management of its business or affairs under this Agreement or the Law shall not be grounds for imposing personal liability on the Members for liabilities of the Company. 9 4721095.1:912388.00576 Section 6.2 Rights of Member Relating to the Company. In addition to other rights provided by this Agreement or by applicable law, a Member may, for any purpose reasonably related to a Member's interest in the Company, inspect and obtain upon reasonable request during normal business hours and at such Member's own expense: A. Any and all information regarding the state of the business and financial condition of the Company; B. Promptly after becoming available, a copy of the Company's federal, state, and local income tax returns for each year; C. A current list of the name and last known business, residence or mailing address of each Member and Manager; D. Information regarding the Capital Contributions made by each Member; E. A copy of this Agreement and the Articles of Organization and all amendments hereto and thereto, together with copies of any powers of attorney pursuant to which this Agreement, the Articles of Organization, and all amendments hereto and thereto have been executed; and F. Any of the Company's books and records, and any other information regarding the affairs of the Company as is reasonably related to a Member's ownership of Units. Section 6.3 Restrictions on Power. No Member(except a Member who is also serving as a Manager) shall have the authority or power to act on behalf of, or to bind, the Company, or any other Member. No Member shall have the right or power to take any action which would change the Company to a general partnership, change the limited liability of a Member, or affect the status of the Company for federal income tax purposes. Section 6.4 Indemnification. A. Company Indemnity. To the maximum extent permitted by law, the Company shall indemnify and hold harmless all Members and the Manager (each, an "Indemnitee") from and against any and all losses, claims, demands, costs, damages, liabilities, joint and several, expenses of any nature (including attorneys' fees and disbursements),judgments, fines, settlements, penalties and other expenses actually and reasonably incurred by the Indemnitee in connection with any and all claims, demands, actions, suits, or proceedings, civil, criminal, administrative or investigative, in which the Indemnitee may be involved, or threatened to be involved, as a party or otherwise, by reason of the fact that the Indemnitee is or was a Member or Manager of the Company (and strictly limited to either such capacity), arising out of or incidental to the business of the Company, provided, (i) the Indemnitee's conduct did not constitute willful misconduct, gross negligence or recklessness, (ii)the action is not based on breach of this Agreement, (iii) the Indemnitee acted in good faith and in a manner the Indemnitee 10 4721095.1:912388.00576 reasonably believed to be in, or not opposed to, the best interests of the Company and within the scope of such Indemnitee's authority, and (iv) with respect to a criminal action or proceeding, the Indemnitee had no reasonable cause to believe its conduct was unlawful. The termination of any action, suit, or proceeding by judgment, order, settlement, conviction, or upon a plea of nolo contendere, or its equivalent, shall not, in and of itself, create a presumption or otherwise constitute evidence that the Indemnitee acted in a manner contrary to that specified above. B. Advancement of Expenses. Expenses incurred by an Indemnitee in defending any claim, demand, action, suit or proceeding subject to this Section 6.4 may, from time to time, be advanced by the Company prior to the final disposition of such claim, demand, action, suit or proceeding upon receipt by the Company of a commitment by or on behalf of the Indemnitee to repay such amount if it shall ultimately be determined that such person is not entitled to be indemnified as authorized in this Section 6.4. C. Non-Exclusivity. The indemnification provided by this Section 6.4 shall be in addition to any other rights to which the Indemnitee may be entitled under any agreement, vote of the Members, as a matter of law or equity, or otherwise, and shall inure to the benefit of the successors, assignees, heirs, personal representatives and administrators of the Indemnitee. D. Insurance. The Company may purchase and maintain insurance, at the Company's expense, for the benefit of any Indemnitee, as an insured, against any liability that may be asserted against or expense that may be incurred by an 'Indemnitee in connection with the activities of the Company regardless of whether the Company would have the power to indemnify such Indemnitee against such liability under the provisions of this Agreement. Section 6.5 Representations and Warranties. Each Member, and in the case of an organization, the person(s) executing this Agreement on behalf of the organization, hereby represents and warrants to the Company and each other Member that: A. If the Member is an organization, that it is duly organized, validly existing, and in good standing under the law of its state of organization and that it has full organizational power to execute and agree to the Agreement to perform its obligations hereunder; B. The Member is acquiring Units in the Company for the Member's own account as an investment and without an intent to distribute such Units; C. The Units have not been registered under the Securities Act of 1933 or any state securities laws, and may not be resold or transferred by the Member without appropriate registration or the availability of an exemption from such requirements; and 11 4721095.1:912388.00576 D. The Member has been furnished and granted access to all information which such Member has requested in connection with such Member's purchase of Units. ARTICLE VII Books,Records,Accounting and Reports Section 7.1 Books and Records. Appropriate books and records with respect to the Company's business, including, without limitation, all books and records necessary to provide to the Members any information, lists and copies of documents required to be provided pursuant to Section 6.2, shall at all times be kept at the principal office of the Company or at such other places as agreed to by the Members. Without limiting the foregoing, the following shall be maintained at the Company's principal office: A. A current and a past list of the full name and last known mailing address of each Member and Manager; B. Copies of records that would enable a Member to determine the relative voting rights of the Members; C. A copy of the Articles of Organization, this Agreement and any respective amendments thereto; D. Copies of the Company's federal, state and local income tax returns and reports, if any, for the three(3)most recent fiscal years; and E. Copies of any financial statements of the Company for the three (3) most recent fiscal years. Any records maintained by the Company in the regular course of its business may be kept on, or be in the form of, magnetic tape, photographs or any other information storage device, provided that the records so kept are convertible into clearly legible written form within a reasonable period of time. Section 7.2 Accounting. The books of the Company for regulatory and financial reporting purposes shall be maintained on the method of accounting determined by the Manager. The Company books for purposes of maintaining and determining Capital Accounts shall be maintained in accordance with the provisions of this Agreement, Section 704 of the Code and, to the extent not inconsistent therewith, the principles described above for financial reporting and regulatory purposes. Section 7.3 Fiscal Year. The fiscal year of the Company shall be the calendar year. 12 4721095.1:912388.00576 ARTICLE VIII Tax Matters Section 8.1 Taxable Year. The taxable year of the Company shall be the calendar year,unless otherwise determined by the Members. Section 8.2 Partnership Representative. The partnership representative of the Company, pursuant to Section 6223(a) of the Code, and as further amended by the Bipartisan Budget Act of 2015 ("2015 Act") and Treasury Regulations thereunder (the "Partnership Representative"), shall be Nicholas C. Gagliano, M.D. or his successor as appointed by the Majority Vote of the Members. The Partnership Representative must be a person with a substantial presence in the United States. A. The Manager shall have the authority to amend this Section to give effect to the provisions of the 2015 Act and any Treasury Regulations or other administrative pronouncements promulgated thereunder and each Member agrees to be bound by the provisions of any such amendment. B. The Partnership Representative shall keep the other Members promptly advised of any dispute the Company may have with any federal or state taxing authority. C. Upon any final Company adjustment occurring under the procedures of the 2015 Act,the Company shall timely elect annually to utilize the alternative procedure described in Section 6226 of the Code(the"Push-Out Election"), to have the Members of the Company for the year which is under examination to pay the applicable tax liability, and the Partnership Representative shall provide the Internal Revenue Service ("IRS") and each„affected Member with such information as required by Section 6226 of the Code and any Treasury Regulations promulgated thereunder. In making a Push-Out Election, the Partnership Representative shall file the election no later than forty-five (45) days after the date the Final Partnership Adjustment ("FPA") is mailed by the IRS. Additionally, the Push-Out Election must be signed by the Partnership Representative and be accompanied by: (i) the name, address, and taxpayer identification number of the Company; (ii) the taxable year to which the Push-Out Election relates; (iii) a copy of the FPA; (iv) in the case of an FPA that includes specific imputed underpayments, identification of the imputed underpayment(s) to which the Push-Out Election applies; and (v) the name, address and taxpayer identification number of each Member under review. Each Member agrees to cooperate with the Company in utilizing procedures under Section 6226 of the Code, whether or not such person is a Member at the time of an FPA. The provisions of this Section 8.2.0 shall survive termination of such Member's ownership of Units in the Company. D. Each Member shall indemnify and reimburse the Company to the extent that the Company is required to make any payment on behalf of a Member or with respect to a Member's share of any adjustment to income, gain, loss, deduction, or credit (as determined under rules or regulations adopted under Section 6221 of the Code et 13 4721095.1:912388.00576 seq.). Any amounts payable to the Company under this Section 8.2 shall be payable by the applicable Member within ten (10) business days of receipt of notice that such payment is due, or, at the Company's election, set off from distributions that would otherwise be available for distribution to the applicable Member under this Agreement. The Members agree to cooperate with the Company as necessary to carry out the intent of this provision. The provisions of this Section 8.2.1) shall survive termination of such Member's ownership of Units in the Company. E. The Members agree to work together, reasonably and in good faith, to amend this Agreement where appropriate to provide for provisions intended for application of the applicable rules of the Code, Treasury Regulations and IRS rules and procedures that apply to audits conducted pursuant to the 2015 Act, as they may be amended or interpreted from time-to-time, to the audit of any affected tax return. Such provisions should, to the extent reasonably possible, preserve and maintain (including through relevant elections and credit support) the relative and analogous rights, duties, responsibilities,indemnities,obligations and risk of the Members to those provided under this Agreement as of the date it was first executed by the Members. F. The Partnership Representative is authorized to take such actions and to execute and file all statements and forms on behalf of the Company which may be permitted or required by the applicable provisions of the Code or Treasury Regulations issued thereunder, provided that the Partnership Representative may file suit only with the approval of the Majority Vote of the Members. G. The Partnership Representative shall have the sole authority to act on behalf of the Company relating to IRS partnership audit proceedings and in any tax proceedings brought by other taxing authorities, and the Company and all Members shall be bound by the actions taken by the Partnership Representative in such capacity. H. The Partnership Representative shall be reimbursed by the Company for all expenses incurred in connection with all examinations of the Company"s affairs by tax authorities, including resulting proceedings, and is authorized to expend Company funds for professional services and costs associated therewith, provided that the Partnership Representative may hire outside professional services exceeding $5,000.00 with respect to an examination only with the approval of the Majority Vote of the Members. 1. The Partnership Representative may be removed with approval of the Majority Vote of the Members. Section 8.3 Taxation as a Partnership. No election shall be made by the Company or any Member for the Company to be excluded from the application of any provision of Subchapter K, Chapter I of Subtitle A of the Code or from any similar provisions of any state tax laws. 14 4721095.1:912388.00576 ARTICLE IX Transfer of Units and Dissociation Section 9.1 Transfer of Units by a Member. A. The term "transfer," when used in this Agreement with respect to a Unit, shall be deemed to refer to a transaction by which a Record Holder assigns all or a portion of its Units, or any interest therein, to another Person, or by which a Record Holder of a Unit assigns the Unit to another Person as Assignee, and includes a sale, assignment, gift, pledge, encumbrance, hypothecation, mortgage, exchange, or any other disposition. The term "transfer" does not include an Event of Dissociation as described in Section 9.2,where other provisions apply. B. No Unit shall be transferred, in whole or in part, without the consent of the other Member. Any transfer or purported transfer of any Unit not made in accordance with this Section 9.1 shall be null and void. An Assignee shall not be a Substitute Member, and shall have no right to participate in the Company's affairs as a Member thereof, but instead shall be entitled to receive only the share of profits, distributions or other economic interest to which the transferring Member would otherwise be entitled at the time said transferring Member would be entitled to receive the same. C. No Unit may be transferred by a Record Holder unless the following conditions are first satisfied: 1. There shall have been filed with the Company and recorded on the Company's books a duly executed and acknowledged counterpart of the instrument of assignment and such instrument evidences the written acceptance by the Assignee of all of the terms and provisions of this Agreement and represents that such assignment was made in accordance with all applicable laws and regulations; 2. The Company receives an Opinion of Counsel that such transfer would not materially adversely affect the classification of the Company as a partnership for federal and state income tax purposes;and 3. Approval of the Manager and all Members. D. The transfer restrictions on Units shall be conspicuously noted in an appropriate legend on any Unit certificates issued. E. Any holder of a Unit (including a transferee thereof) shall be deemed conclusively to have agreed to comply with and be bound by all terms and conditions of this Agreement, with the same effect as if such holder had executed an express acknowledgment thereof, whether or not such holder in fact has executed such an express acknowledgment. 15 4721095.1:912388.00576 5. Files a petition or answer seeking for himself any reorganization, arrangement, composition, readjustment, liquidation, dissolution or similar relief under any statute, law or regulation;or 6. Files an answer or other pleading admitting or failing to contest the material or allegations of a petition filed against him in any proceeding of the foregoing nature or seeks, consents to or acquiesces in appointment of a trustee, receiver or liquidator of the Member or of all or any substantial part of such Member's properties. B. After one hundred twenty (120) days from the commencement of any proceeding against the Member seeking reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under any statute, law, or regulation, the proceeding has not been dismissed, or if within ninety (90) days after the appointment without such Member's consent or acquiescence of a trustee, receiver, or liquidator of the Member or of all or any substantial part of such Member's properties, the appointment is not vacated or stayed or within ninety(90)days after the expiration of any stay, the appointment is not vacated. No other events shall be deemed to be Events of Dissociation. The date of an occurrence of any Event of Dissociation shall be the date upon which the Manager has actual notice of such event. The Member who is the subject of such Event of Dissociation is herein referred to as a "Dissociated Member"and such Dissociated Member's rights shall only be those set forth in this Agreement. In the event of the occurrence of an Event of Dissociation, the other Member shall acquire the Dissociated Member's Units that are to be transferred at a price equal to the Agreed Value (hereinafter defined) corresponding to the Units to be transferred. The "Agreed Value" shall be an amount which the Members of the Company annually establish as of December 31 as the value of the Company. The Agreed Value, if not set solely by the Members, shall be based upon a "calculation of value" for the Company prepared at the sole cost and expense of the Company by an independent valuation firm possessing credentials such as ABV (Accredited in Business Valuation), CVA (Certified Valuation Analyst), ASA (Accredited Senior Appraiser) or their equivalent (the "Independent Valuation Firm"). The Agreed Value, in the judgment of the Independent Valuation Firm, may include an appropriate level of marketability discount in its calculation of value. If an agreement on the Agreed Value has not been reached within eighteen (18) months of an Event of Dissociation, then the Agreed Value shall be determined as an "opinion of value" at the sole cost and expense of the Company by an Independent Valuation Firm. Such Independent Valuation Firm, in its judgment, may include an appropriate level of marketability discount in its opinion of value. The Independent Valuation Firm shall be selected by and agreed to by all of the Members. Section 9.3 Option to Purchase Upon Event of Dissociation. A. The occurrence of an Event of Dissociation shall not cause the dissolution of the Company. 16 4721095.1:912388:00576 B. In the event of the occurrence of an Event of Dissociation, the Company or remaining Member shall have the option, exercisable by written notice to the Dissociated Member or its legal representative within ninety (90) days after the occurrence of the Event of Dissociation (the "Notice Date to Dissociated Member"), to purchase the Dissociated Member's Units (the "Dissociated Member's Units") in accordance with the provisions of this Section 9.3. The Company or remaining Member shall exercise the option described in this Section 9.3 upon the Unanimous Vote of the Members(excluding for such voting purposes,the Dissociated Member). C. Any purchase and sale pursuant to the option set forth in this Section 9.3 shall be accomplished as follows: 1. Closing on the Dissociated Member's Units ("Closina") shall take place thirty(30)days after the Notice Date to Dissociated Member. 2. The purchase price shall be an amount equal to the purchase price determined pursuant to Section 9.2 and shall be payable in cash at closing. 3. At Closing, the Dissociated Member or its legal representative shall execute and deliver all documents reasonably required to transfer the Dissociated Member's Units being sold, and such other documents as may be reasonably required by counsel for the Company. ARTICLE X Admission of Substitute and Additional Members Section 10.1 Admission of Substitute Members. Upon transfer of a Unit by a Member in accordance with Article IX (but not otherwise), the transferor shall have the power to give the transferee the right to apply to become a Substitute Member with respect to the Unit acquired, subject to the conditions of and in the manner permitted under this Agreement. A transferee of a Unit shall be an Assignee only with respect to the transferred Unit (whether or not such transferee is a Member or Substitute Member with respect to other previously acquired Units) and shall not become a Substitute Member with respect to the transferred Unit unless and until all of the following conditions are satisfied: A. The instrument of assignment sets forth the intentions of the assignor that the Assignee succeed to the assignor's interest as a Substitute Member in such assignor's place with respect to a transferred Unit; B. The assignor and Assignee shall have fulfilled all other requirements of this Agreement; C. The Assignee shall have paid all reasonable legal fees and filing costs incurred by the Company in connection with the Assignee's substitution as a Member; D. A unanimous vote of the Members shall be obtained in favor of the admission of the Assignee as Substitute Member (the vote of each Member may be 17 4721095.1:912388:00576 3. At Closing, the Dissociated Member or its legal representative shall execute and deliver all documents reasonably required to transfer the Dissociated Member's Units being sold, and such other documents as may be reasonably required by counsel for the Company. ARTICLE X Admission of Substitute and Additional Members Section 10.1 Admission of Substitute Members. Upon transfer of a Unit by a Member in accordance with Article IX(but not otherwise), the transferor shall have the power to give the transferee the right to apply to become a Substitute Member with respect to the Unit acquired, subject to the conditions of and in the manner permitted under this Agreement. A transferee of a Unit shall be an Assignee only with respect to the transferred Unit (whether or not such transferee is a Member or Substitute Member with respect to other previously acquired Units) and shall not become a Substitute Member with respect to the transferred Unit unless and until all of the following conditions are satisfied: A. The instrument of assignment sets forth the intentions of the assignor that the Assignee succeed to the assignor's interest as a Substitute Member in such assignor's place with respect to a transferred Unit; B. The assignor and Assignee shall have fulfilled all other requirements of this Agreement; C. The Assignee shall have paid all reasonable legal fees and filing costs incurred by the Company in connection with the Assignee's substitution as a Member; D. A unanimous vote of the Members shall be obtained in favor of the admission of the Assignee as Substitute Member (the vote of each Member may be granted or withheld by such Member in its sole and absolute discretion and may be arbitrarily withheld); and E. The books and records of the Company have been modified to reflect the admission. The admission of an Assignee as a Substitute Member with respect to a transferred Unit shall become effective on the date conditions A through E above have been fulfilled. Any Member who transfers all of such Member's Units with respect to which it had been admitted as a Member shall cease to be a Member of the Company upon a transfer of such Units in accordance with Section 9.1 and the execution of a counterpart of this Agreement by the transferee and shall have no further rights as a Member in or with respect to the Company (whether or not the Assignee of such former Member is admitted to the Company as a Substitute Member). Section 10.2 Admission of Additional Members. Additional Units may be authorized and issued by the Company, and additional Members may acquire such Units and be admitted to 18 4721095.1:912388.00576 membership in the Company, upon such terms and conditions as may be approved by a unanimous vote of the Members. ARTICLE XI Dissolution and Liquidation Section 11.1 Dissolution. The Company shall be dissolved and its affairs shall be wound up upon the occurrence of any of the following: A. There are no longer any Members; or B. Upon a Majority Vote of the Members to dissolve the Company. Section 11.2 Method of Winding Up. Upon dissolution of the Company, the Company shall immediately commence to liquidate and wind up its affairs. The Record Holders shall continue to share profits and losses during the period of liquidation and winding up in the same proportion as immediately before commencement of winding up and dissolution. The proceeds from the liquidation and winding up shall be applied in the following order of priority: A. To creditors, including Record Holders who are creditors, to the extent permitted by law, in satisfaction of liabilities of the Company other than liabilities to Record Holders on account of their Capital Contributions or on account of a Member's withdrawal from the Company or pursuant to a withdrawal of capital; and B. The balance to Record Holders in accordance with their Capital Accounts, and if there is any excess amount available for distribution, in accordance with the number of Units each Record Holder holds. Unless the Members shall unanimously determine otherwise, all distributions will be made in cash,and none of the other Company Property will be distributed in kind to the Members. Section 11.3 Filing Articles of Dissolution. Upon the completion of the distribution of Company Property as provided in Section 11.2, Articles of Dissolution shall be filed as required by the Law,and each Member agrees to take whatever action may be advisable or proper to carry out the provisions of this Section. Section 11.4 Return of Capital. The return of Capital Contributions shall be made solely from Company Property. ARTICLE XII Amendment of Agreement; Meetings; Record Date Section 12.1 Amendments. All amendments to this Agreement shall require a Majority Vote of the Members and must be memorialized in writing. 19 4721095.1:912388.00576 Section 12.2 Limitations on Amendments. Notwithstanding any other provision of this Agreement, no amendment to this Agreement may: (a) enlarge the obligations of any Member under this Agreement, or (b) amend Section 3.7, Section 4.1.B, Section 5.2, Section 6.3. Section 7.3, Section 8.1,Article IX, Article X, Section 11.1, Section 12.1 or this Section 12.2 without the unanimous vote of the Members. Section 12.3 Meetings. Meetings of Members may be called by a Majority Vote of the Members or the Manager, by giving at least five (5) days' prior notice of the time, place and purpose of the meeting to all Members. Section 12.4 Adjournment. When a meeting is adjourned to another time or place, notice need not be given of the adjourned meeting, if the time and place thereof are announced at the meeting at which the adjournment is taken, unless such adjournment shall be for more than forty-five (45) days. If the adjournment is for more than forty-five (45) days, a notice of the adjourned meeting shall be given in accordance with Section 12.3. At the adjourned meeting, the Company may transact any business which might have been transacted at the original meeting. Section 12.5 Waiver of Notice; Consent to Meeting; Approval of Minutes. The transactions of any meeting of the Members of the Company, however called and noticed, and whenever held, are as valid as though had at a meeting duly held after regular call and notice, if a quorum is present either in person or by proxy, and if, either before or after the meeting,each of the Members entitled to vote, but not present in person or by proxy, approves by signing a written waiver of notice or an approval to the holding of the meeting or an approval of the minutes thereof. All waivers,consents, and approvals shall be filed with the Company records or made a part of the minutes of the meeting. Attendance of a Member at a meeting shall constitute a waiver of notice of the meeting, except when such Member objects, at the beginning of the meeting, to the transaction of any business because the meeting is not lawfully called or convened; and except that attendance at a meeting is not a waiver of any right to object to the consideration of matters required to be included in the notice of the meeting, but not so included, if the objection is expressly made at the meeting. Section 12.6 Quorum. The holders of more than fifty percent (50%) of the Units entitled to vote represented in person or by proxy, shall constitute a quorum at a meeting of Members. Unless otherwise provided by law or this Agreement,any matter to be voted upon at a meeting of the Members shall be decided by the affirmative vote of the holders of a majority of the total number of Units present in person or by proxy at such meeting and entitled to vote on such matters. The Members present at a duly called or held meeting at which a quorum is present may continue to participate at such meeting until adjournment, notwithstanding the withdrawal of enough Members to leave less than a quorum, if any action taken (other than adjournment) is approved by the requisite percentage of Units of Members specified in this Agreement. In the absence of a quorum, any meeting of Members may be adjourned from time to time by a Majority Vote of the Members represented either in person or by proxy entitled to vote, but no other matters may be proposed, approved or disapproved, except as provided in Section 12.4. 20 4721095.1:912388.00576 Section 12.7 Action Without a Meeting. Any action that may be taken by a vote of the Members may be taken without a meeting if a consent to such action is signed by Members holding Units representing not less than the minimum number of votes that would be necessary to authorize or take such action at a meeting at which all Units entitled to vote thereon were present and voted. Prompt notice of the taking of any action without a meeting shall be given to those Members who have not consented in writing. Section 12.8 Proxies. Members shall be entitled to vote or act by a duly executed written proxy but only if the Person designated as proxy is also a Member. ARTICLE XIII General Provisions Section 13.1 Notices. Any notice, demand,request or report required or permitted to be given or made to a Member under this Agreement shall be in writing and shall be deemed given or made when delivered in person or upon receipt, refusal or as of the first attempted date of delivery if unclaimed when sent by certified or registered U.S. mail, postage prepaid, return receipt requested, or when delivered by express delivery to the Member at the address set forth on Exhibit A, or sent by facsimile transmission to a phone number provided in writing to the Company by that Member. Any notice, payment, or report to be given or sent to a Member hereunder shall be deemed conclusively to have been given or sent, by any method of delivery identified, above, regardless of any claim of any Person who may have an interest, by reason of an assignment or otherwise, in one or more Units owned by such Member. Section 13.2 Captions. All article and section captions in this Agreement are for convenience only. They shall not be deemed part of this Agreement and in no way define, limit, extend or describe the scope or intent of any provisions hereof. Except as specifically provided otherwise, references to "Articles" and "Sections" are to Articles and Sections of this Agreement. Section 13.3 Pronouns and Plurals. Whenever the context may require, any pronoun used in this Agreement shall include the corresponding masculine, feminine or neuter forms, and the singular form of nouns,pronouns and verbs shall include the plural and vice versa. Section 13.4 Further Action. The parties to this Agreement shall execute and deliver all documents, provide all information and take or refrain from taking any action necessary or appropriate to achieve the purposes of this Agreement. Section 13.5 Binding Effect. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their heirs, executors, administrators, successors, legal representatives and permitted assignees. Section 13.6 Inte arg_ tion. This Agreement constitutes the entire agreement among the parties hereto pertaining to the subject matter hereof and supersedes all prior agreements and understandings pertaining thereto. 21 4721095.1:912388.00576 Section 13.7 Remedies for Breach of this Agreement: Waiver. The Members agree that it is impossible to measure the amount of the damages which will accrue to a party by reason of a failure to perform any of the covenants,agreements and obligations contained herein. Therefore, if any Member shall institute any action or proceeding to enforce the provisions hereof,any other Member against whom such action or proceeding is brought hereby waives the claim or defense that such enforcing Member has an adequate remedy at law and any such other Member shall not urge in any such action, claim or defense that such remedy at law exists. The remedies herein specified for breach of this Agreement shall be deemed to be cumulative and the exercise of one shall not be deemed to exclude the exercise of any other remedy herein granted or any remedy provided by law. No failure by any party to insist upon the strict performance of any covenant, duty, agreement or condition of this Agreement or to exercise any right or remedy consequent upon a breach thereof shall constitute waiver of any such breach or any other covenant, duty, agreement or condition. Section 13.8 Attorneys' Fees. The prevailing party in any action arising under this Agreement shall be entitled to recover all of its costs and expenses, including attorneys' fees, from the party not prevailing. Section 13.9 Counterparts. This Agreement may be executed in counterparts, all of which together shall constitute an agreement binding on all the parties hereto, notwithstanding that all such parties are not signatories to the original or the same counterpart. Each party shall become bound by this Agreement immediately upon affixing its signature hereto, independently of the signature of any other party. Section 13.10 Applicable Law. This Agreement shall be construed in accordance with and governed by the laws of the State of New York,without regard to its principles of conflict of laws. Section 13.11 Invalid&of Provisions. If any provision of this Agreement is or becomes invalid, illegal, or unenforceable in any respect, the validity, legality, and enforceability of the remaining provisions contained herein shall not be affected thereby. Section 13.12 Execution of Documents. All of the assets of the Company shall be held in the name of the Company. Any deed, bill of sale, mortgage, lease, contract of sale or other instrument purporting to convey or encumber the interest of the Company of all or any portion of the assets of the Company shall be sufficient if signed on behalf of the Company by the Manager, subject to the limitations expressed herein. No person shall be required to inquire into the authority of any individual to sign any instrument which is executed pursuant to the provisions of this Section 13.12. Section 13.13 No Partnership Intended for Nontax Purposes. The Members have formed the Company under the Law, and expressly do not intend hereby to form a partnership under either the New York Partnership Law, the New York Revised Limited Partnership Act or any similar law. The Members do not intend to be partners one to another, or partners as to any third party. To the extent any Member,by word or action, represents to another person that any other Member is a partner or that the Company is a partnership, the Member making such wrongful 22 4721095.1:912388.00576 representation shall be liable to any other Member who incurs personal liability by reason of such wrongful representation. Section 13.14 Rights of Creditors and Third Parties Under Agreement. This Agreement executed by the Members is for the exclusive benefit of the Company and its Members and their successors and assignees. This Agreement is expressly not intended for the benefit of any creditor of the Company or any other Person. Except and only to the extent provided by applicable statute, no such creditor or third party shall have any rights under this Agreement, or any agreement between the Company and any Member with respect to any Capital Contribution or otherwise. [SIGNATURES ON FOLLOWING PAGE] 23 4721095.1:912388.00576 IN WITNESS 'WHEREOF, the Members have executed this Agreement effective as of the 16th day of December,2020. MEMBERS: GISELE C. WILKE REVOCABLE TRUST DATED FEBRUAP Y 3,2010,AS AMENDED 4 By: Gise C. ilke,M.D.,Trustee NICHOLAS C.GAGLIANO,M.D. 23 4721 D95.1:912386:00376 EXHIBIT A Amount of Number . . % of Name and Address . Contribution of Units Units Issued Gisele C. Wilke Revocable Trust Dated $500 500 50% February 3,2010,As Amended 2625 East 28t1i Street Tulsa, Oklahoma 74114 Nicholas C. Gagliano, M.D. $500 500 50% 2625 East 28d' Street Tulsa, Oklahoma 74114 Total Issued 1,000 100% Total Outstanding 1,000 4721095.1:912388.00576 X48 G6 LOT 9 PROPERTY 6S PARTIALLY INA FEMA SPECIAL FLOOD AREA AE WITH LIMIT OF LANDWARD �� ® x / WETLANDS �® I �� /0 / / / G� _/iJ w A�/� °� p��n CO EASE FLOOD ELE99ATION OF(9)AND MODERATE WAVEACTION MAP 60 ® �e MAP OF SEBAS IA�YO7D KIVE �"� ' �� � 57 ��G�j 33.09 TOP NO.38403C0443H PANEL 443 OF 7026, MAP suFFDC H, COMMUNITY: ��^ 8p X39 TOE ° / /' / , ®a� +• ®P SECTION TWO SOUTHOLD TOWN OF, MAP REVISED 25 SEPT 2009 : ° � � 7.41 2 14283.18 ` ° / / p / FILED 30 NOV, 1984 AS MAP NO. 7507 UnLIrY LINE MARK OUT(MO)BY OTHERS / a'1/ /° ' /j // / ®6.30 // // Asj // z38 TOP LOCATE®AT MAMTUCK SURVEYED.,30 NOV 2021 SCTA�9 LOT 12 TOWN OF S®UThI®L®, a CONC. MONUMENT TYPICAL / /• 20/ / � / / K, N.Y. ME=CO. 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R l l I NO a�� °."qc '�' 29,39 \�•y 0 �¢I1'.: \ OF N E ® ® / / NO 2497 Gry ^� BLDAP29.0 2&93H2OM0 OC�:®�+°®• z 8J•5 Y ° ' \ �n�%���� 2803 GHi`AOMO a':;.. lip I'' \ LL !� bVDAP 31.14 '`� �� A• G�0 O� O� , //' / 4 1� O46 � ® Q �°� 30.12BLDAPNG ? '�•88 �. WDAP3113 1.12 AP® TO� 8 28.81 kG_..- �'`,�.•.BpgP� NG30.96' TWF41 TOE 3.33 `x';I - Q �•. HWM08DEC1428 296 / l• l/ \. SS8 26.42 A �� 31.25 WDAP '"" 31'05 CN+FD '� ®� N025.b'J6l13 26.40'BS8�� �� ����® '`9 40.94 ROPA e� 'moi - - 31.08 _- r a ®• /2413 NO g �• CNFSE7`•,� SLTAP a57 26.74•SLTA• ® 26.20-NG' ry� •a O 29.50 ''r'^'.•�`r•qC� • 23:5! 26.68 SLTAP pG 4 Bi �•NG : ;' x,.01 PoG \ 9r ao�' ..�._w�• tea+ SpO., PIC TH,p 3jRs, e /1�� Co 8CAP24.4 3'1.89 LNDAP 31.81 � a 4R -p �3 / "•+b A'$' 80 w.'ms`s--..''.-m4N,+:...:'�:�w 1100020. �(' ?{[ aa,# ?$g� 6.w e.o .•:':N.9��0'.•....':.x:..:a':.. -� pf}�� °g0 / /• 8 TCMOC3i.14 . ..... •r.::<-;;:aa'•:.`.:.',:v�o .01 EC 24.00 •:.. R. TCP ' 6.o X79 ti� t 6' 8 �� /'L1 \ 2 c��y' LAND SUR LIG. 50869 % �• � ' M �,� �` �� � .� � � ® , ®� zge /• J l �,. I ar.7a , � 3 � � �"� � ow ®�e P.O. BOX 704 RIDGE, IVY 11961 :;..T> : ., ;. 09 �' fit, 631:84 9.4750 , �°/. % / f TGP POO4 Ap rd �► � �r 1 L . / / °.DLS{.7REL'•2276�' .+ S�r?L,. O� ` 26.40NG,28 G21A6 NOTES: @f� / ///•• / / / N24.71Oc+`�.Ary� AC:ASPHALTNO I V , / • /I \ ; ;`<r..'::; r,:'.:: . I NG y 6.6. E z9.76 ro AR ANGLE POINT (� / /� ® / ✓ / ' 16.66 TOP sc 2232;" EDPOST Q31 T0�7 ® ;• "i:''. - BC;BEG/NCU/RVE / / `:.�.. 11G24.06• [ �' BLD:BUILDING ®� ��- 6.14 TOP I 6.o /POST�e a•, C8:C088LESTONEBRICK ° ® /• / ;`',P ;: I N METER a -- 65'TUB acso / /- / ...... :.'O';:..`..;,�7:,..:.`:r•�C'. 9u 28.54'.L',KAPr;... CE:CELLAR ENTRY �o . �Qy, T°E3.28 /G^pyO /. / / NO 19.75• 2649C'GA':;`•'; `.F,; .,.�a3.72 I �1 42�9r n" 2R77..."TCMOC.: 29.22 TO Y / 1CM. CMON:CONCRETE MONUMENT sq -1 / I at.ze qc;,, �� "' -':Acaz�4;. (CP �.� �:a9.4o gc:•,'..: 29.07 AC DL:DAYLIGHT TWF22.64 / 1.• / 17.1>QTOP ��. ,:.. \CI CP/ 2spg'.�a2a'a.•.'sY. R. �Y EC:END CURVE // ` •: - :"Tcacr:23 ... .A °° .. A1•. +� AG2� F-L.:ELECTRIC ® ii . `5•/ /.° / 5.%16`': ,:.AO26:'48 COM1-2 MO 2 EILaEk7ST7NG V 1 / .16.64 TOP II.... FF:FINISH FLOOR, �/ ' /•° e GAR.-GARAGE //�•` // ° ' &66 \ \ \ \ �� za967ca GRASS GB:GRADE BREAK TOE 10 ° TOP .17.23 NG 29.01 TOO GL:GAS LINE // \ \ \\ \ 5� •^ .::..TGAP;. . / \ C 1 2 ASO 28.1 e ' L.P.:LEECH POOL HWM080EC'14a8 6.0 / ° / \ NO 26.02. ` e"P� C4��6p)5.,,. MO:MARK OUT ° 23.66 NO 2000 , .. NG:NATURAL GROUND NG 21.86• ` cow a A10 28.2 2e o ac' I /, ,� \ .20.15 NO \ 28.64 TO 17.69\ COM2MOSG 2286 x PCC:CONCRETE / / % . :: ?� NO >:92crsD':::':: Ap_ 29.19 AC IOL:POINT ON LINE TBH2EG 4.51 / /•• / � \ \ \ ', ' � 27.87 NO ::;;� SLT:SLATErTOAOFc1t28 26.14 NO SSMH:SEWER MANHOLE ey�o dao r TZy�Y 313 \ \ \ NGzz UV TC.TOP OF CURB �Griicq® g°601°8° zr� / 29.70 , ��'::`•; TG.TOP OF GRATE )6yGG 6 0 / /• TOP11.87 \ NG 72 '� W. 's` THRESH.THRESHOLD 413 rOp S� / 1216 TOP 1336 NG \ \ \ 90 `• ..'''':' TOE:TOE OF SLOPE BODSET ° 18.82 NO TEH2POL 4.511 roA a 1J�9��o \ \ 2,86rD� TOP:TOP OF SLOPE 4���®• NG 13.19 NG1a18 \ 17.00 p� �� y� ':.t:': _;;;.:::.: 'c` SE '•263 H2O14.1130NOV21 • NG149 TW:TOP OF WALL @' '9� ' S4¢ O TWF:TIDAL WETLAND FLAG UIP:077LITYPOLE WETLANDS FLAGGING Ego COLE �(� sC r M�oT?l,99 q® WD:WOOD DECK ENWRONMENTAL 30 NOV.2029 SCPOA NOTE:ELEVATIONS SHOWN HEREON WLF:WETLAND FLAG ARE EASED UPON NAVD 08 DATUM W W:WINDOW �� SCTM NO. 1000= 100-03 0 11.4 / PLUMBER CERTIFICATION ON LEAD CONTENT BEFORC APPROVED AS NOTE® CERTIFICATE OF.000UPANC : DATE: B.P.# 6-12SOLDER USED IN WATER FEE: BY: SUPPLY SYSTEM CANNOT NOTI Y BUILDING DEPARTMENT AT EXCEED 2110 OF 1-% LEAD. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTF""C ION MUST �n .. BE COMPLETE =,,= C.O. ALL CONSTRUCTICft SHALL MEET THE ALL PLUMS G- WAStE REQUIREMENTS OF THE CODES OF NEW &.-WATER LINES NEED, YORK STATE. NOT RESPONSIBLE FOR T `i'�Nr'.BERE.-COVERING DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRED G BOARD J"Ti V' "T T STEES Blower door and ductwork OCCUPANCY OR testing required. USE IS UNLAWFUL vVITHOUT CERTIFICA I DF OCCUPANCY ,All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code a ARCHITECT: ;�, BUSCH ASSOCIATES ARCHITECT F NY 90 WEST MAIN STREET, BAY SHORE, NY 11706 JJJ TEL:631.9E9.09(110 I� 'I FL {2941 WEST SR 434 W,SUITE 400,LONGWOOD,FL 32701 .I ,� � d '..,1 .a� + TEL:407.979A482 (co"721% 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE:SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCH(TECR ENGINEER SHALL AFFIX TO HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY tl HISMER SIGNATURE AND THE DATE OF SUCH ALTERAT&ON„ AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING " THE PLANS AND � RAmo� OON NOR "mmmAomm% AD "� MPrII"II"`III`I`% 0V %.ON SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID D. BUSCH, ARCHITECT, HT THESE PLANS AND SPECIFICATIONS WILL E THE R 10 R A I= M N '""I SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WFfHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC I Q BUSCH ASSOCIATES CONSULTANT: - - 1r:z 1035S S I AA% N 1 1 2 CONSULTANT. ■ ■ %.Off DIST : 1000 SEC : 1 BLOCK : 0 3 LOTS : 11 . 14 CONSULTANT: SCOPE OF WORK: PLOT PLAN: TABLE R301.2(1) DRAWING LIST CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA • INTERIOR ALTERATION PREVIOUS • NEW BAY WINDOW 0- WIND DESIGN SUBJECT TO DAMAGE FROM: • PARTIAL WINDOW&DOOR REPLACEMENT GROUND SEISMIC CURRENTz f-� 0 p ---- -- - -- o - CLIENT: TOPOGRAPHIC SPECIAL WIND WIND-BRONE FROST LINE WINTER REQUIRED HAZARDS INDEX TEMP. U) _j U) LOAD SPEED(MPH) CATEGORY WEATHERING TERMITE m - EFFECTS REGION DEBRIS ZONE DEPTH DE�IGP!TEMP. Z m W W WILKE & GAGLIANO 1 MILE FROM BOF 3'-0" MODERATE- YES F' 20 130 N0 NO B SEVERE 15 YES 599 51 °F 0- H U) COAST AND FI BFG HEAVY PER FEMA Q ° 1035 SEBASTIAN COVE TABLE 301.1 z o W MATTITUCK, NY 11952 CLIMATE ZONES zi Z BY COUNTY a ti Oq PLOT PLAN: BUILDING CODE INFORMATION: CLIMATE ZONE CD I o a TONING INFORMATION GENERAL 4A C0.1 COVER SHEET DISTRICT: RESIDENTIAL„R80"(CODE SECTION:280-12/280-15) SECTION: 100 BLOCK: 3 LOT: 11.14 GN1.1 GENERAL NOTES Toesee m. REQUIRED EXISTING PROPOSED 30.48 GB LOT AREA 80,000 SF 64,767 NO CHANGE LIMIT OF LANDWARD ,.sem �►P rid / i / �'° PROPERTY IS PARTIALLYIN A FEMA SPECIAL FLOOD AREA AE WITH *.� 9 FE �Q" �,� '`/ - - WETLANDS VARIES-SEE SITE ABASE FLOOD ELEVATION OF(9)AND MODERATE WAVE ACTION.MAP -TO' AE z� / i c 33 os TOP ---- - LOT WIDTH 17�' NO CHANGE NO.36103CO143H PANEL 143 OF 1026, MAP SUFFIX H, COMMUNITY: t' 3sroE I' °E 18'S7 PLAN SOUTHOLD TOWN OF, MAP REVISED 25 SEPT 2009 C` ��a'' /♦ ' �/~ if p471-41-20 ARCHITECTURAL _ HWM08DEC 94x8 318 o _ 106.3 LOT COVERAGE:20% MAX ALLOWED UTILITY LINE MARK OUT(MO)BY OTHERS �. . 0 '� ,- ------- -- _ scrMLOT?z � f'` �' � 'l - "�' � "�` D1.0 CELLAR DEMOLITION PLAN LAND/1RE/�LANDWARD OF WETLANDS=47,808 SF SURVEYED:30 NOV, 2021 / / ,Fr'i�/r�/ �A„ '"r 1ST FLOOR DEMOLITION PLAN LOT COVERAGE !=GONG, MONUMENT TYPICAL , �• �t� D I 1 TGE 3.33 rl l �, D1.2 2ND FLOOR DEMOLITION PLAN DWELLING : 2, HWM980ECi4263.12 I �' �'' NG 32.91 257 SF LOTAREA:64,767S.F. 1.49ACRES 0 �♦ I i /i '- ' ' T N D1.3 ROOF DEMOLITION PLAN ,M REAR DECK&STEPS: 797 SF ,4d„� OP 88.0 / �f / I o _ A1.1 CELLAR CONSTRUCTION PLAN i;, FRONT PATIO: 432 SF OWNER:MS.GISELE WILKE N 80°52 / f \ -- ---- --- -- -- - --- - 0. THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES To / r /� ,/� (� � A1.2 1ST FLOOR CONSTRUCTION PLAN TOTAL 3,484 SF NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION f i // / �~� �q Aye}4 M.31 TOP THE STRUCTURES ARE FOR A SPECIFIC PURPOSE d USE.THEREFORE,THEYARE f % / 25 A1.3 2ND FLOOR CONSTRUCTION PLAN 3,484 SF/47 808=.07 OR 7°/D OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. • / ' ' SCOP NG u.7s 28 Se UNAUTHORIZED ALTERATIONS ORADOrnONS TOTHI5SURVEYISAVIOLATION OF A / f 800SET 2957 NO t3 A1.4 ROOF CONSTRUCTION PLAN _ SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES %+ ! _/ NO 29,92 \'MAIN STRUCTURE OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR I• / %� (E)BAY WINDOW "ELL 'd SCTM 11.5 A3.1 EXTERIOR ELEVATIONS _ T J - - TOE 2 65 / / wELLanF a,ytl --- EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, r / r 2 �*Q l / FRONT PARD 60' S0" No CHANGE HWh,�9 ,4]yapJ / ✓ / T,.RS w , 290U NG A3.2 EXTERIOR ELEVATIONS r'/♦ / /r i 9' ??- NC 21 (N AY WINDOW :,32NG - -- --- CERTIFiCAT70MSINDICATED HEREON SHALL RUN ONLY TOTHE PERSON FOR WHOM - / / / i' / � f, � NO 3s 23 a� -A7.1 DOOR&WINDOW SCHEDULESN SIDE YARD 20' 88.2'&83.5' NO CHANGE THESURVEYIS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY, / / / / _5.42 TCp NG276e s y H2OMOI977, - --- --_-._ ERNMENT AGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS I/ ! ,s 3 �9 � PROPAN ANKH ` A8.3 NAILING INFORMATION - - - - ARENO7 TRANSFERABLE TOADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. + " f 1 ! I / 2729 Q R�'a a4��S" 2;E5 ,�$ ` --i- --------------- `'`NO BY THE UNDERSIGNED FOR ANY SURFACE, TWF53.B5 " 1 jr B 9d �+NV r+ G?y IeEIPTVALVE o,o an \` COMBINED I/ J/ / Q�� 45 171.7 NO CHANGE SUBSURFACE,AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/OR e; SCTMLOT11.14 / a,aTOP Non,w P' SIDE YARD STRUCTURES lNOROUT OFEASEMENTS lFSOPROVIDED. O1 +I r f WDAP3170,`,4}�'l J NG3t.6s �- NOTE:THIS SURVEY 1S NOT FOR TITLE PURPOSES I -/ I 11 I T � •�n Q-9/c "k _ PROJECT: I O C�yr'�se Q- �4 2e ?8.7 , s's , 9lp� ,r- I h f �� BLOAP 29 a l ,_-- -' C' O '0 '� a - 18 93,0r.40 :.\ A, \:.83'�{co --.. _ _ 163'-5" DWELLING o �, y'/ • �< 14f = � REAR YARD 75' „, NO CHANGE b 15 I I• 153-6 DECK _ P� 3-5 y / z3 � 2546 'x!$+, _r��on � °y 3D,12BLDAPNG ,„ .t���``,"�e�P - ♦ ,w� �� wDAP°1.13 1.12 TQ• G' 7.0 .'G--�.� ,��AP� �ti NG x.B° � ..�.i ' �� HWM084EC1A28 3.16 • YY Sh O @S9 29 42 y'w..`-"ry - d .���v no-h 9 j9 A1U24GPAR-''7� '� '06 HEIGHT - _ 35 GRADE VARIES<35 NO CHANGE %: - T .! 9 .�• /� Q NG 25 57 r2940BSe ",28.13 NG STORIES o • TOP ti AP z 7q;� 2s.rvsuA �Q Q � o 3n 1 f c G �� y' >, 2 1/2 2 NO CHANGE P ? 3`6 T • a.s7 �I�Gza,1{r9"r' -5s sitar HF ti ?��h sb ¢ ' g�tr NO ; o �� '^--v, is 23.51' �' �,�-qh BUILDING AREA N _ � '-- '''� R A LA1V'D SLlRVEy�N�JNC. ¢ BCAP2344 �3 69WDAP v 4 /I ;; ,A MOC24 IITCMOC31.14 EXISTING PROPOSED /y J� - � (I / � /��� /j/�\ ({/�\JJ EC7 • 07 EC 2400 "�.8-- QOaI t. T a /4'� SIJ' S+1A\ �"\ FS 3U 9 1 TCt WILKE E '1/A�1/L L ► \/ PETER A. GROBEN ue TOP r6' 4k sy .o f A`v*.,"JQ °M 8 - MAIN STRUCTURE LAND SURVEYOR NY LIC. 50869 7J? ^ `� 44,�a e RESIDENCE � f� (�, (''` P.O. BOX 704 RIDGE NY 11961 • ���� oma' m - u ezry� 1 !E V D E 1 \✓E 1ST FLOOR 2,257 SF NO CHANGE ��� 80D Tz, o- PGCAGAP 22.0 I a� �: s Q- ��a - - - ,9.95 TG3Bs -27D9 ;maw/?S y \ p `c 631.849.4750 TGP �'•'� • S �,. �, 2B.49NG .843 '' I `I' T O ---- OLSLTRET 22.75 �'�r ^y� NG Ilk /�//W W NG2145 / fr•' . s CELLAR 1,362 SF NO CHANGE NOTES: ^� ` t471 � r¢ 'c s�ti AC,-ASPHALT Y ,, NO 25 N� �� �.. .'6,20' 4 �v 10,_ /^9 78 TC GARAGE: 895 5F NO CHANGE AP:ANGLEPOINT +���• r ��`�� NG 2407 To ,� I 18AB TOP �. TCEO 2253 ,' i{ A- O/ / Z a 2:32 f EOPGST,26 315 �; NG 24 05 q +.�+ BJ 1+29.80 ELMO &I oo /POST.r .-a ap s BC;BEGIN CURVE 814 TOP �4 ! r- 966 TCB Be BGJI / 2ND FLOOR 1,453 SF NO CHANGE BLD:BUILDING 4 / „ 2"'TG,.�GJ 1035 SEBASTIAN COVE Q'y TOE 3. �,Ie NG 19.75 ..9,64 TCAP U TbT,1GC2312` �1rt a,.zr,,av r' 4 n 10 AC 1j 29`.01'AC Q a Q,a tJ METER X29.54 BKAP w CB:COBBLESTONE BRICK �� Q , 1 TOTAL AREA 5,967 SF NO CHANGE CE:CELLAR ENTRY o�j aa��a 2124 AC �( AC 2274 CP w -Y N y - - - -- - - F _ L PJ CMON:CONCRETE MONUMENT _ g Oji �j. Oji DL:DAYLIGHT P Twez2e4 "� r x z m' �,, , Q � TGPGAC28,B� za6A TOMGG � 1 , ' ' I' - -- MATTITUCK NY 11952 ,.:..4,,r r 24.33 AC �: V e�kn..- 7 ACCESSORY STRUCTURE EC:END CURVE oQ �•. do f TCPRC 257, -- _---_..-�. -_ ___._�_„ E,L,:ELECTRIC ' // �.\ __ �, a_..,«_, .- _ - _:... con11-z Mo_"zo �tT-L,_ \✓ `! 3 EX-EXISTING ELECTRIC �` Qv * N tb 9»TOP 2'U 25 AC AC 25 45 _ _. *41,n., j -"!2„ 3," 23.83 TCMOC FRONT PORCH ��- 432 SF NO CHANGE j o \ G - ----- FF:FINISH FLOOR \ ` ate, TG,5 2B.sBrcB I 2553 1 GRASS DRAWING TITLE: GAR:GARAGE - -REAR DECK DECK 797 SF NO CHANGE TOE 5.o- TOP �, 1723 NG \ , rn'�{ 7G II-0I TCB �, GB:GRADEBREAK \ \ , GL:GAS LINE co 1 MD 26.17 TOTAL AREA 1 229 SF - NO CHANGE L.P.:LEECH POOL S % m /' �\ Nc'Fn' t'1 + MO:MARK OUT HWMME014283.071r \ .� 23,89 NG �, y2A�'`12940TG NG 2188 'ly COI.14,2 MG 2827 \'(,29.20 AC � TYPE V NG:NATURAL GROUND 2915 NO ` coL,21,IDeG 2g aB ' PCC:CONCRETE 17NG•.� �\ ", tr a,y 919 AC CONSTRUCTION 1264.4 IDENTIFICATION OF TRUSS TYPE ` 27 92 CL1FD POL:POINTONLINE TaHzsG4.sa 4� a ��\ \ 27.97 NG 3L CONSTRUCT�ON. -�__.-------- - TD \,\ NO a v" ` �- NWPd,1F 323 1 1 •A)TLr11C±;TVPF f ANCra91f`TIMPS tHAI L RF 111FNTIFIM AY A& N t,R 5iltJJC W A!X`O, Aivrx WITH THF ss SEWERMANHOLE 7a" °EGiaza 1''� \ NG 2277 ` gU~ ?8 TDE /3 � NI L ?� TG 2970'' . � PPOVISIOn3 OF 7HIS PART. _ COVER SHEET TC:TOP OF CURB L/ChEgO .aeClazaa 3.>°'2s l \ QQII J► \! �I, Jf -` \ 21 72 L� AC 29,47 Z, '(D (BI SIGNS SHALL BP AFFIXED WHERE A BUILDING OR A PORTION THEREOF IS CLASSIFIED AS GROUP A, To TOP OF GRATE �J TeNBp , " roP1+.e7 ?'' BUILDING PLAN REVIEW NOTE: , `v� NG \� to 8,E,F,H,1,M.OR S OCCUPANCY,AND IN HOIELS AND MOTELS CLASSIFIED AS GROUP R-1 OR R.2 ; 7U'5.57 / �` -c.�"m-,'"'" 31.22 THRESH.THRESHOLD 4.13 / ✓ CO A�,, OCCUPANCY,IN ACCORDANCE WITH G CODE OF NEW FOR THE CLASSIFICATION OF BUILDINGS SET 7215 70P 13.38 NG \_ 'J0-� 1382 NO "",0 II BOOSET • � y 6 _ 80DSET FORTH IN CHAPTER 3 OF THE BUILDING CODE OF NEW YORK STATE(SEE 19 NYCRR PART 1221). TOE:TOE OF SLOPE T8H2POL 4.51, TOP 8.34 - N 78°43, \. !78? /42,5 ^'J ,,. NG 13 11 17.00NG 1 coOD (C)SIG NS 6HIALL BE PROVIDED IN NEWLY CONSTRUCTED BUILDINGS THATUTILIZE TRUSS TYPE TOP:TOP OF SLOPE SO NG 13,18 0 6G CONS7RUCTION AND IN EXISTING BUILOINGS WHEPF AN ADD'TION THAT EMENDS OR INCREASES THE TOWN OF SOUTHOLD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT x.aa HSG,4.,,9CNQV7, W 1P 4'5 0 TW:TOP OF WALL ` 7�7 4T nc,i4,::- TS'r 7 5 /� FLOOR AREA OF THE BUILDING UTILIZES TRUSS TYPE CONSTRUCTION.SIGIJS SHALL BE AFFIXED PRIOR FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN OF SOUTHOLD AS TWF:TIDAL WETLAND FLAG j7� S N. FLOOR TRUSS TO THE IssuANCEOrACERTIFICATE OFOCCUPANCY ORACERTIFICATE OFCOWL ANCE. SPECIFIED IN THE BUlLD1NGAND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS SGTMLOT 11,11 �� cor4S RucT,Gr1 _ u/P:ururrvaoLE pp WETLANDS FLAGGING BY COLE ` ' WO:WOOD DECK Q ENVIRONMENTAL 30 NCV.202E ��� SCPOA NOTE:ELEVATIONS SHOWN HEREON /wT�- �p �Q SEAL& alll , DATE: 11/24/2021 REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF WLF:WETLAND FLAG ARE BASED UPON NA 88 DATUM •r/ � �� r~� (DI SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCT,ON SHALL CONSIST OF ACIRCLE 6INCHEs(1574 MM)mDIAME7ER,Y7THASTRO CE WIDTH OF'S NCH(+2.7 F+MI, w{� r1 y ---- WW:WINDOW WELL �© r THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AI4D COP TENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TD PANTONE MATCHING ```t�t f l'f PROJECT No.: 216801 THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT,TO THE BEST SCTM NO. 1000- 100-03- 11.4 SY87EM(PMSj0187WHERE ASIGN ISDIRECTLY APPLIED rOADOORORSIDELPGHT,ITMAYBEAPERMANENTNON-FADING STICKER �(Bi 'L+ OF THE LICENSEE'S BELIEF AND INFORMATION,THE WORK IN THE DOCUMENT IS: ICUGGNSGHSIFYINGTHEEXISTENCEOFTRUS,C N.CONSTRUCTION HALLCON.INTHER MAN ��c� �, e�, DR_AWING BY: AC lE)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS COtJSTRl1CT10N SHALL CONTAIN THE ROMAN ALPHANUMERIC DESIGNATION OF THE CONSTRUCTION TYPE OF THE BUILDING, pp�� IN ACCORDANCE WITH THE PROVISIONS FOR THE CIAS.sgr_ATtON OF TYPES OF CONSTRUC TION SET FORTH IN SECTION 802 OF THE BUILDING CODE OF NEW YORK STATE(SEE 77 V,T • ACCURATE N 19 NYCRR PART 1221),AND AN ALPHABETIC DESIGNATION FOR THE STRUCTURAL COMPONENTS THAT ARE OF TRUSS CONSTRUCTION.AS FOLLOWS:T'SHALL MEAN FLOOR �` �e r'y CHK. BY: RF FRAMING,INCLUDING GIRDERS AND BEAMS"R'SHALL MEAN ROOF FRAMING"FR!SHALL MEAN FLOOR AND ROOF FRAMING THE CONSTRUCTION TYPE DESIGNATION SHALL BE • CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION SITE PLAN PLACED AT THE TWELVE O'CLOCK POSITION OVER THE STRUCTURAL COMPONENT DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION. 4„ • CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE (F)SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHAT LBE AFFIXED IN THE LOCATIONS SPECIFIED IN TABLE I-1264 "',* Ly;. -`�^ WG No: SAFEGUARDING OF LIFE HEALTH PROPERTY AND PUBLIC WELFARE SCALE: 1/32"-1'-0" • IS THE RESPONSIBILITY OF THE LICENSEE. ` co.1 1, , 0246-11 ape' ` 1 �4! 01 OF 14 ARCHITECT: FRAMING AND ROUGH CARPENTRY: CONTRACTOR NOTES: STAIRS. HANDRAILS AND GUARDS: STRUCTURAL STEEL: CONCRETE AND FOUNDATION WORK: `,° BUSCH ASSOCIATES GENERAL NOTES_ R: ARCHITECTS ENGINEER'S DRAWINGS. ALL SPECIFICATIONS FOR APPLIANCES, CABINETRY, ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE REFER TO STRUCTURAL ENGINEER'S DRAWINGS,AS REFER TO STRUCTURAL ENGINEER'S DRAWINGS,AS REFER TO STRUCTURAL E ALL WORK TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE.. FIXTURES AND FINISHES TO BE AS PROVIDED BY WITH SECTION R311.7.8 OF THE RESIDENTIAL CODE APPLICABLE. APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING r NY so�wEsr MAIN STREET, env syoaE, NY wD BUT NOT LIMITED TO: MATERIAL FOR STRUCTURAL MEMBERS SHALL BE IN OTHERS. OF NYS. STRUCTURAL STEEL TO BE NEW STEEL CONFORMING °R 1 "'^ r TFL.:631.n59 0300 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE COMPLIANCE WITH WITH R502.1. MATERIALS FOR TO ASTM A-36(CURRENT EDITION)AND THE ALL FOUNDATIONS SHALL REST ON A SOIL WITH A LOAD BEARING STUDS, PLATES AND HEADERS ARE ALL WINDOW AND DOOR MANUFACTURERS SHALL BE MINIMUM DEPTH FOR TREADS SHALL BE 9 WITH A BEARING CAPACITY OF 2000 PSF. FIELD VERIFY BY "V , FL Thal WEST . aaa,suarEaoo,LONGWOOD,Ft 32779THE 2020 ENERGY CONSERVATION CODE OF NEW • � REQUIREMENTS OF THE LATEST AISC CODE. '� �..�• �.���`:;�1%" TEL:467,979.4482 YORK STATE: TO BE IDENTIFIED IN ACCORDANCE WITH R602.1. AS PER THESE DOCUMENTS. MINIMUM NOSING OF J%AND MAXIMUM NOSING OF 1 LICENSED GEOTECH.ENGINEER. • THE 2020 PLUMBING CODE OF NEW YORK STATE STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED ALL ITEMS AS PROVIDED BY CONTRACTOR OR J"• THE GREATEST TREAD DEPTH SHALL NOT EXCEED PAINT STEEL WITH ONE COAT OF RUST INHIBITING ALL MINIMUM COMPRESSIVE STRENGTHS OF • THE 2020 ELECTRICAL CODE OF NEW YORK STATE THE SMALLEST BY MORE THAN "'. PAINT AT SUPPLIER PRIOR TO DELIVERY.APPLY TOUCHUP RUST INHIBITING PAINT AFTER ERECTION - • THE 2020 MECHANICAL CODE OF NEW YORK STATE OR NOTCHED IN EXCESS OF THE LIMITATIONS OTHERS SHALL BE IN CONFORMANCE WITH ALL CONCRETE SHALL COMPLY WITH THE 2020 "IT Is a VIOLATION of THE LAW FOR ANY PERSON,uNLEss ACTING UNDER THE ON MANUAL SPECIFIED IN FIGURE 8502.8. CUTS NOTCHES AND APPLICABLE LOCAL AND STATE CODES. . RESIDENTIAL CODE OF NEW YORK STATE. DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY MAXIMUM RISER HEIGHT SHALL BE 8 '". THE ITEM ON THESE_DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ HOLES BORED IN ENGINEERED WOOD PRODUCTS ENGINEER IS ALTERED,THE ALTERING ARCHfIECT\ENGINEER SHALL AFFIX TO • THE 2018 WOOD FRAME CONSTR C I 2016 ASHRAM 90.1 HISMER ITEM THEIR SEAL AND THE NOTATION'ALTERED BFOLLOWED BY • ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH GREATEST RISER HEIGHT SHALL NOT EXCEED THE ALL CONCRETE SHALL HAVE A MINIMUM Y' SMALLEST BY MORE THAN ". COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DESCRIPTION HITHER SIGNATURE AND THE DATE of SUCH DRAWING - AND A SPECIFIC PENETRATIONS ARE IN ACCORDANCE WITH 8502.8.2. � DESCRIPTION OF THE ALTERATION ON THE DRAWING " THE PLANS AND DAYS, UNLESS OTHERWISE NOTED.ALL PORCHES, SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS �•E PLANS ARE DRAWN TO SCALEAND AS PER ENGINEERED WOOD PRODUCTS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID ALTHOUGH THE.> , THE DIMENSION IS TO BE SCALED.CONTRACTOR SHALLL N MANUFACTURER RECOMMENDATIONS. STUD ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT GYPSUM WALLBOARD: CARPORT SLABS AND STEPS EXPOSED TO WEATHER, D. BUSCH, ARCHITECT, PC, THESE PLANS AND SPECIFICATIONS WILL BE NOTIFY DRILLING AND NOTCHING ARE ALSO TO COMPLY BE LESS THAN 6'-8"MEASURED VERTICALLY FROM AND GARAGE FLOOR SLABS SHALL BE AIR SUBJECT OF A COPYRIGHT PETTTION AND MAY NOT BE REVISED OR REUSED BY WITH 8602.6. ARCHITECT PRIOR TO COMMENCEMENT OF WORK. WINDOWS AND DOORS: THE SLOPED PLANE ADJOINING THE TREAD NOSING GYPSUM WALLBOARD APPLICATION SHALL BE TAPE ENTRAINED AND HAVE A MINIMUM COMPRESSIVE ANYONE WITHOUT WRITTEN AUTHORITY of DAVID D.BUSCH ARCHITECT,PO, NO NOTE OR DETAIL OR LACK THEREOF SHALL BE WINDOWS AND DOORS ARE TO BE TESTED BY AN OR FROM THE FLOOR SURFACE OF THE LANDING OR JOINT SYSTEM. GYPSUM BOARD TO BE 1/2"ON WALLS STRENGTH OF 3500 PSI AFTER 28 DAYS. Q BUSCH ASSOCIATES CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE PIPING PENETRATION THROUGH FIRE-RESISTANT APPROVED INDEPENDENT LABORATORY AND ARE PLATFORM. AND CEILING UNLESS OTHERWISE INDICATED. FINISH EXECUTION OF ALL WORK W ACCORDANCE WITH ALL STATE RATED WALLS OR FLOOR ASSEMBLIES ARE TO TO BEAR A LABEL IDENTIFYING MANUFACTURER, JOINTS,J-BEADS, NAILS AND SCREW DIMPLES, PIER FOOTINGS SHALL BE V-0"THICK, U.O.N. CONSULTANT: EXEC AND UT LOCAL CODES.WO THE DRAWINGS ARE INTENDED TO COMPLY WITH R302.4.1. PERFORMANCE CHARACTERISTICS AND APPROVED TOP SURFACES OF ALL HANDRAILS AND RAILINGS CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE BE COMPLETE. SHOULD ANYTHING BE OMITTED FROM THE INSPECTION AGENCY TO INDICATE COMPLIANCE SHALL NOT BE LESS THAN 34"AND NOT MORE THAN THREE COATS OF JOINT COMPOUND.ALLOW 24 HOURS WALL FOOTINGS SHALL BE 10"THICK, U.O.N. ALL FRAMING LUMBER SHALL BE K.D.DOUGLAS FIR 38"ABOVE THE FLOOR OR TREAD LEVEL. ON STAIRS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION WITH AAMANVDMA/CSA 101/I.S.2/A440(FOR THE HEIGHT SHALL BE MEASURED DIRECTLY ABOVE SMOOTH. METAL CORNER BEADS TO BE USED ON ALL PROVIDE ALL VENTS, SLEEVES AND BOX OUT OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE DUTY no. 2 OR BETTER WITH THE FOLLOWING MINIMUM EXTERIOR WINDOWS AND SLIDING DOORS), CORNERS AND AROUND ALL OPENINGS. OPENINGS FOR MECHANICAL, ELECTRICAL AND OF THE CONTRA-TOR TO NOTIFY THE ARCHITECT. VALUES; Fb=900 PSI, Fv 95 PSI,AND E=1,600,000 PSI. AAMA/WDMA/CSA 101/LS.2/A440 OR AMD 100(FOR THE RISER FACE. A SPACE NO LESS ]HAN 1 l'"SHALL UNLESS NOTED OTHERWISE. EXTERIOR SIDE-HINGED DOORS). THIS IS IN BE BETWEEN THE WALL AND HANDRAIL. ALL PLUMBING TRADES. LOCATIONS OF OPENINGS SHALL THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE ACCORDANCE WITH R609.3. THE WINDOW AND HANDRAIL GRIP SIZES SHALL COMPLY WITH SECTION ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED BE APPROVED BY ARCHITECT AND SHALL BE PLACED FIELD.ANY DISCREPANCIES SHALL BE REPORTED TO WHERE FLUSH FRAMED METAL JOIST HANGERS DOOR ANCHORAGE SYSTEM IS TO COMPLY WITH R311.7.8.5 OF THE 2020 RESIDENTIAL CODE OF NEW WITH 5/8"TYPE X FIRE CODE SHEETROCK.APPLY 1/2" AS NOT TO AFFECT THE STRENGTH OF THE ARCHI FEC-1 1N WRI PING BEFORE PROCEEDING. SHALL BE USED. UNLESS OTHERWISE SHOWN, SECTION R609.7. INDIVIDUAL GLAZED AREAS TO YORK STATE. TYPE X SHEETROCK ON HOUSE SIDE OF GARAGE STRUCTURAL MEMBERS. VERIFY THE CONDITIONS OF -CONSULTANT: PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, - PROVIDE METAL CONNECTORS AT ALL WALLS PER THE 2020 RESIDENTIAL CODE OF NEW THE JOB PRIOR TO INSTALLATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS CONNECTIONS INCLUDING JOIST HANGERS AND PART 1201 CRITERIA FOR CATEGORY I OR II IN YORK STATE.SHOWER AND TUB ENCLOSURES TO BE AND METHODS OF CONSTRUCTION AND FOR SEQUENCES POST CAPS. UNLESS OTHERWISE SHOWN,USE ACCORDANCE WITH R308.3. GLAZING PANES ARE LINED WITH 1/2""CEMENT BOARD".ALL OTHER NO CONCRETE OR MASONRY WORK SHALL BE DONE AND PROCEDURES TO BE USED. (3)-2X10's OVER ALL BEARING OPENINGS 6'-0"OR TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 BATHROOMS AND LAUNDRY ROOMS TO HAVE 1/2" DURING TEMPERATURES BELOW 40 DEGREES MORE. AND R308.1.1. WATER RESISTANT SHEETROCK. FARENHEIT. ALL WORKMANSHIP AND MATERIALS SHALL BE NO FOOTING SHALL BE PLACED IN WATER OR GUARANTEED FOR A PERIOD OF ONE YEAR AFTER LAMINATED VENEER LUMBER SECTIONS SHALL HAVE ALL EMERGENCY ESCAPE AND RESCUE WINDOW COMPLETION BY THE CONTRACTOR.THE CONTRACTOR THE Fnl.l OWING MINIMUM VAI UFS: OPENINGS SHALL HAVE A MINIMUM NET CLEAR PLUMBING- DELETERIOUS MATERIAL. SHALL BE RESPONSIBLE FOR ENSURING THIS GUARANTEE. Fb=2950 PSI, FV=290 PSI,AND E=2,000,000 PSI. OPENING OF 5.7 SQUARE FEET, MINIMUM OPENING - -- - FOLLOW MANUFACTURES RECOMMENDATIONS FOR HEIGHT: 24",MINIMUM OPENING WIDTH 20",AND A ALL WORK SHALL MEET OR EXCEED THE LATEST PROVIDE TWO CONTINUOUS NO.5 REINFORCING CONSULTANT. ALL MATERIALS,SHALL BE NEW, UNLESS OTHERWISE BEARING,BRACING,AND FASTENING MAXIMUM SILL HEIGHT=44"A.F.F.,AS PER SECTION REQUIREMENTS OF ALL NATIONAL, STATE, COUNTY, BARS AT THE BOTTOM OF FOOTINGS AS SHOWN IN SHOWN.ALL WORKMANSHIP SHALL BE FIRST CLASS. REQUIREMENTS. CONTRACTOR SHALL BE R310.1.1,R310.1.2, 8310.1.3, R310.1.4 OF THE 2020 MUNICIPAL AND OTHER AUTHORITIES WHO HAVE ELECTRICAL: SECTIONS. RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND RESIDENTIAL CODE OF NEW YORK STATE. JURISDICTION. ANY DEFECTIVE WORK AND DAMAGE RESULTING APPLY IN FIELD. SAFETY GLAZING IS REQUIRED IN HAZARDOUS ALL REQUIRED PERMITS AND INSPECTION ELECTRICAL FIXTURES& COMPONENTS ARE TO BE ALL FOOTING REINFORCING TO HAVE STANDARD HOOKS AT ENDS. THEREFROM,SHALL BE REPAIRED AND/OR REPLACED AS LOCATIONS AS DESCRIBED IN THE 2020 LABELED IN ACCORDANCE WITH SECTION E3403. ALL WOOD IN CONTACT WITH CONCRETE MASONRY CERTIFICATES SHALL BE OBTAINED, PAID FOR,AND REQUIRED AT NO COST TO THE OWNER&AT THE EXPENSE RESIDENTIAL CODE OF NEW YORK STATE, SECTION INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS REINFORCING MARKED/NOTED CONT. OF THE CONTRACTOR. SHALL BE PRESSURE TREATED. 8308.4. FURNISHED TO THE OWNER AT THE COMPLETION OF TO COMPLY WITH SECTION E3404. FOR EQUIPMENT (CONTINUOUS) THE PROJECT BY THE CONTRACTOR. SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES WORKING SPACE AND CLEARANCE SEE SECTION AND CORNERS AND HOOKED AT NON-CONTINUOUS - ALL WORK IS TO BE LEVEL, PLUMB,AND TRUE. FRAMING TO BE ERECTED PLUMB,TRUE,AND LEVEL PLYWOOD PROTECTION PANELS AS REQUIRED FOR E3405. ELECTRICAL CONDUCTOR MATERIAL, SIZE, CLIENT: AND TO BE FASTENED SECURELY. PROTECTION OF WINDOWS FROM WIND BORNE SERVICE WATER HEATERS AND BOILERS ARE TO INSULATION AND CONNECTIONS ARE TO COMPLY ENDS. SEE ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO DEBRIS,TO BE PROVIDED WITH FASTENERS AND COMPLY WITH CHAPTER 20 AND CHAPTER 28. WITH SECTIONS E3406 AND E3407. PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH LABELS,AS PER THE 2020 RESIDENTIAL CODE OF SECTION G2408(305)FOR INSTALLATION. SEE ALL REINFORCING SHALL BE SECURELY HELD IN W I LICE GAG L IAN O DURING CONSTRUCTION. MATERIALS. NEW YORK STATE. SECTION G2409(308)FOR CLEARANCE REDUCTIONS,IN ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH PLACE WHILE PLACING CONCRETE.IF REQUIRED, ADDITION THE BOILER IS TO COMPLY WITH SECTION CHAPTER 36. THE RATING OF UNGROUNDED ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES FRAME OUT FOR HEATING, PLUMBING,AND THE REQUIRED EXIT DOOR SHALL COMPLY WITH G2452(631). CONDUCTORS IS TO BE IN ACCORDANCE WITH BY THE CONTRACTOR TO FURNISH SUPPORT FOR 1035 SEBASTIAN COVE FI FCTRICAI AS RFC,iUIRFD ALL BARS. SHALL BE ERECTED IN ACCORDANCE WITH THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. SECTION E3002. SIZING OF CONDUCTORS IS TO BE IN MATITUCK, NY 11952 AUTHORITIES HAVING JURISDICTION ORAS REQUIRED FOR FUEL GAS PIPING SYSTEM MATERIALS, COMPONENTS, .ACCORDANCE WITH SECTION E3603BRANCH DOUBLE UP JOISTS AROUND ALL OPENINGS AND FABRICATION,ASSEMBLY INSTALLATION TESTING "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. PARTITIONS AND UNDER PARALLEL JOISTS. METHODS, OPERATION AND MAINTENANCE SHALL BE CIRCUIT VOLTAGE LIMITATIONS AND CURRENT PROVIDED AS SHOWN IN DETAILS AND SECTIONS. 1N ACCORDANCE WITH SECTION G2401 (101)AND G2417 RATINGS ARE TO COMPLY WITH CHAPTER 37&39. ISSUES/REVISIONS THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF I HE CON]RAC-1 OR SHALL BE SOLELY RESPONSIBLE No. Date SKILLED WORKMAN WHO ARE THOROUGHLY TRAINED AND ALL NAILS,STRAPS, BOLTS, RODS,JOIST HANGERS, (406). GAS PIPING IS TO BE DESIGNED IN ELECTRICAL GROUNDING SYSTEM IS TO COMPLY DescTl Ption __- EXPERIENCED IN THE NECESSARY CRAFTS AND AND OTHER FRAMING HARDWARE TO BE HOT DIPPED ACCORDANCE WITH SECTION G2412(401)PIPING WITH SECTION E3608. FOR THE ADEQUATE DESIGN AND CONSTRUCTION OF PREL!MINARY PRICING SET 11/24/2021 COMPLETELY FAMILIAR WITH THE REQUIREMENTS AND GALVANIZED. MATERIALS ARE TO COMPLY WITH SECTION G2414(403) ALL FORMS. _ STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED TOWN OF SOUTHOLD BLDG. PERMIT 01/0.7_/20_22 _ METHODS NEEDED FOR PROPER PERFORMANCE OF THE RE(]UIRED RECEPTACLE OUTLETS, GFI _ _ _ WORK NOTED ON THE PLANS. ALL NAILING PATTERNS AND ATTACHMENT METHODS FIREPLACES AND FLUES: BY INSTALLATION OF GAS PIPING IN ACCORDANCE PROTECTIONS, LIGHTING OUTLETS ARE TO COMPLY T� SHALL BE AS PER DETAILS INCLUDED'N THESE WITH SECTION G2405(302). PIPING INSTALLATION IS WITH CHAPTER 39. ENCLOSED ELECTRICAL WIRING THE CONTRACTOR SHALL BOTH COORDINATE HIS DOCUMENTS AND THE 2020 RESIDENTIAL CODE OF MULTIPLE FLUES ARE TO BE INSTALLED IN TO COMPLY WITH G2415(404). PIPING BENDS AND IS TO COMPLY WITH TABLES E3904.6 (1)THROUGH ACTIVITIES WITH THE OWNER AND ARCHITECT DURING NEW YORK STATE. ACCORDANCE WITH R1001.10. CHIMNEY FLUES CHANGES IN DIRECTION SHALL BE IN ACCORDANCE (10). CONSTRUCTION. CONNECTED TO MORE THAN ONE APPLIANCE ARE WI I H SEC I ION 62416(405). ALL REQUIREMENTS FOR ROOF COVERING SHALL BE TO HAVE A CROSS SECTIONAL AREA NOT LESS ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE IN COMPLIANCE WITH SECTION R905 OF THE 2020 THAN THE AREA OF THE LARGEST CONNECTOR GAS PIPING IS NOT TO BE USED AS A GROUNDING _ -"-- --"- CONTRACTOR IS S RESPONSIBLE TO SPECIFY AND RESIDENTIAL CODE OF NEW YORK STA . PLUS 50%OF THE AREAS OF THE ADDITIONAL CONDUCTOR FOR ELECTRIC AND CONTROL SYSTEMS. TO COMPLY WITH CHAPTER 40. TE COORDINATE INSTALLATION OF ALL MECHANICAL, ---- -----� - - - - ELECTRICAL AND PLUMBING DEVICES PER CODE. CHIMNEY CONNECTORS. FURTHERMORE, FLUE ELECTRICAL CONDUCTOR PENETRATIONS THROUGH REFERENCE GENERAL NOTES OF CONFORMANCE HEREIN. CROSS SECTIONAL AREA IS TO COMPLY WITH GAS PIPING IS TO BE TESTED FOR LEAKS IN BUILDING STRUCTURAL COMPONENTS ARE TO R1003.14AND M1805.3. ACCORDANCE WITH G2415.20(404.20). REFER TC COMPLY WITH SECTION E3402. - SECTION G2417(406)FOR ADDITIONAL NOTES OF EXTERIOR AIR INTAKE IS TO COMPLY WITH R1006.2. COMPLIANCE. ALL FIREPLACES SHALL BE ZERO CLEARANCE U.L. GAS SHUTOFF VALVES ARE TO BE PROVIDED IN THE CONTRACTOR SHALL PROVIDE ALL LABOR, `- --- ---- -- INSURANCE REQUIREMENTS: RATED, UNLESS OTHERWISE SPECIFICALLY NOTED. ACCORDANCE WITH SECTIONS G2420(409)AND G2422 MATERIALS, EQUIPMENT,AND APPLIANCES,AND CONTRACTOR SHALL REFER TO MANUFACTURER'S (411). PERFORM ALL OPERATIONS FOR THE WORK SHOWN MECHANICAL: ON THE DRAWINGS.THE INSTALLATION SHALL BE IN PRIOR TO THE COMMENCEMENT OF THE ALTERATIONS,THE INSTRUCTIONS ON INSTALLATION AND MINIMUM ACCORDANCE WITH THE NATIONAL_ELECTRIC CODE, _ CONTRACTOR WHO PERFORMS THE ALTERATIONS SHALL HVAC IS TO COMPLY WITH SECTION N1103(R403). CLEARANCE DIMENSIONS.ALL APPLICABLE NYS WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED ALL REQUIREMENTS PER AUTHORITY HAVING OBTAIN THE FOLLOWING INSURANCE COVERAGE AND EQUIPMENT AND MATERIALS ARE TO BE IN CODES REGARDING ZERO CLEARANCE FIREPLACES IN ACCORDANCE WITH SECTION P2603. WOOD FRAME JURISDICTION. THE CONTRACTOR SHALL OBTAIN AND MAINTAIN THE COVERAGE THROUGHOUT THE DURATION OF COMPLIANCE WITH N1101.3(R101.5.1). HEATING AND SHALL BE FOLLOWED ACCORDINGLY. DRILLING AND NOTCHING ARE TO BE W ACCORDANCE PAY FOR ANY PERMITS REQUIRED FOR THE THE PROJECT: COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN WITH P2603.2. PIPE PROTECTION AGAINST PHYSICAL INSULATION OF THE SPECIFIED WORK AND WORK ACCORDANCE WITH M1401.3.DUCT SYSTEM FOR ALL FLUES MUST BE SIZED FOR ALL APPLIANCES DAMAGE AND CORROSION IS TO BE IN ACCORDANCE REQUIRED BY OTHER CONTRACTORS.ALL THE CERTIFICATE OF INSURANCE MUST NAME THE HVAC IS TO BE INSTALLED IN ACCORDANCE WITH THAT ARE CONNECTED BY MAXIMUM RATED BTU WITH P2603.2.1 AND P2603.3 RESPECTIVELY. REFER TO ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. FOLLOWING AS ADDITIONAL INSURED: SECTION M1601. THICKNESS OF ALUMINUM AND OUTPUT OF TOTAL CONNECTED APPLIANCES. P2603.4 AND P2603.5 FOR PIPES THROUGH FOOTINGS OR FOUNDATION WALLS. PIPE PENETRATIONS GALVANIZED SHEET METAL ARE TO BE{N THE ELECTRICAL CONTRACTOR SHALL PROVIDE ARCHITECT: ACCORDANCE WITH TABLE M1601.1.1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED LOCATIONS OF RECEPTACLES, SWITCHES, SWITCH --- BUSCH ASSOCIATES ARCHITECTS AND OTHER PRODUCT SUBMITTALS AS REQUIRED WITH A SLEEVE TWO PIPE SIZES GREATER THAN THE OPERATED RECEPTACLES AND LIGHTING LOCATIONS PROIJECT: 90 WEST MAIN ST., BAY SHORE, NY 11706 BY THE LOCAL BUILDING DEPARTMENT. PIPE PASSING THROUGH, IN ACCORDANCE WITH AS REQUIRED FOR PERMITTING AND SCOPE OF P2603.4. WORK PIPE SUPPORTS ARE TO COMPLY WITH SECTION n2605. TABLE P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT TO THE ELECTRICAL CONTRACTOR SHALL FURNISH A BE USED. PIPE MATERIALS ARE TO COMPLY WITH CERTIFICATE OF INSPECTION ATTESTING THAT ALL SECTION P2609. ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN PRESSURE RELIEF DEVICES FOR WATER HEATER ARE COMPLIANCE WITH THE NATIONAL ELECTRIC CODE TO BE PROVIDED AND ARE TO COMPLY WITH SECTION (LATEST EDITION). P2804. FIXTURE 'Oil I L K E & GAG L I AN O FIXTURE TRAPS ARE TO COMPLY WITH SECTION P3201. RESIDENCE 1035 SEBASTIAN COVE MATITUCK, NY 11952 DRAWING TITLE: GENERAL NOTES SEA �I y DATE: _01/07/2021 egg QP�IIEQe®�� PROJECT No.: 216801 GAO n _DRAWING BY: AC s CHK. BY: RF DWG No: SA.9l 024 6'1� �Q� G N 1 .O FOF NES 02 OF 14 FLOOR DEMOLITION LEGEND ARCHITECT: CELLAR DEMOLITION KEYED NOTES: °1 BUSCH ASSOCIATES 1. REMOVE PART OF EXISTING SLAB. COORDINATE FINAL LOCATION EXISTING WALL TO 13E REMOVEDk ARCHITECTS WITH PROPOSED FIREPLACE ON GROUND FLOOR. REFER TO CELLAR PLAN FOR MORE INFORMATION. ' r 2. REMOVE PART OF EXISTING SLAB TO PREP AREA FOR NEW p' NY QO WEST MAIN STREET, BAY SHORE, NY 11706 FOOTING/LALLY COLUMN-CONTRACTOR TO TAKE GREAT CARE * TEL:631,9619 0s0o / I EXISTING DOOR TO BE REMOVED FL 2941 WEST SR 484,SUITE 400,LONGWOOD,EE 32779 DURING REMOVAL& PROVIDE TEMPORARY SHORING AS REQUIRED :' ' :"' ' I TEL:407.479.4482 TO PROTECT ADJACENT FOOTING. REFER TO CELLAR PLAN FOR MORE INFORMATION. EXISTING WINDOW TO BE REMOVED -� 3. EXISTING LALLY COLUMN TO REMAIN. PROTECT COLUMN AND 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE FOOTING AS REQUIRED DURING DEMOLITION OF SLAB IN ADJACENT DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT( AREA. ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO EXISTING WATER CLOSET TO BE REMOVED HISMER ITEM THEIR SEAL AND THE NOTATION'ALTERED BY" FOLLOWED BY HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1 -+ 4. CONTRACTOR TO REROUTE EXISTING WASTE DRAIN PIPE TO ---J DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A3.2 MAINTAIN CLEAR HEAD HEIGHT IN PROPOSED MUD ROM. A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID ------- D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 5. EXISTING STAIR&STRUCTURE TO REMAIN, SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY = I EXISTING LAVATORY AND SUPPORTING CABINET ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC' 5 I -!� 6. PREP AREA FOR NEW WALL INFILL&WATERPROOFING. I i TO BE REMOVED ©BUSCH ASSOCIATES 7. CONTRACTOR TO PREP EXISTING FLOOR SLAB AS REQUIRED TO CONSULTANT: I I I I I I I I I I I I I E� STAIR RECEIVE NEW FLOOR TILE FINISH.AREA LIMITED TO PROPOSED I- - - U LANDING TO REMAIN MUD ROOM ONLY. I I i l ( l l l I " � 8. REMOVE EXISTING CEILING FRAMING&SUBLFLOOR.PROVIDE ( /TEMPO /c �� ( EXISTING BATHTUB TO BE REMOVED GFRAM NINFILL. RY SHORING AS REQUIRED. PREP AREA FOR NEW I `�` J GENERAL NOTES: x • EXISTING HVAC, BOILER,WELL PUMP, STORAGE TANKS AND FURNACE ONC ULTANT: K TO REMAIN. PROTECT NEWLY INSTALLED EQUIPMENT. EXISTING SERVICE SINK TO BE REMOVED • EXISTING ELECTRICAL PANED SERVICE&CONNECTION TO SANITARY SYSTEM TO REMAIN. PROTECT AS REQUIRED. �I K x II o II EXISTING SINK TO BE REMOVED EXISTING(2)2 X10 GIRDER TO REMAIN U `" AREA OF SLAB REMOVAL DEMOLITION NOTES: _ z1.THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS CONSULTANT: (E) DECK ABOVE z 2 REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS 'K uj x SHOWN OR NOTED ON DRAWINGS. 0 AREA OF FRAMING REMOVAL 2.ALL DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING -- — — --- HOURS AS APPROVED BY THE BUILDING MANAGEMENT. ` N x E BAY WINDOW \ 3.THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED ABOVE TO REMAIN `� TO PERFORM THE SCOPE OF WORK. 6 f 4. UPON COMPLETION OF THE DEMOLITION WORK,THE CONTRACTOR SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. CLIENT: 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FROM THE PREMISES. 6. THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING W I LKE GAG L IAN O p INCLUDING TILE,COMPOSITION TILE,ADHESIVES,CARPETING, TACTLESS, U ! - U ETC. IN AREAS OF DEMOLITION. O r / , U C. O > O 7.THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW 1035 SEBASTIAN COVE FINISHED FLOORING. � + � Cr � � � MATITUCK, NY 11952 +3 u Q @� 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES JECTING ITEMS WHICH ARE BEING /r O 9.CONT0 ALL ORACTOR TO REMOVE ALL EXISTING FLOOR FINISHES UNLESS ISSUES/REVISIONS < z (E) GARAGE z OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS LL < % . 1, u- ¢ SPECIFIED IN FINISH PLAN. Description No. Date 0 34'-11"X 28'-11" ; - 10.CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED i O T j p Of PIPING&CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND PRELIMINARY PRICING SET 11124/2021 1 O + /j, -j 0O CAPPED BEYOND DEMISING PARTITION.TYPICAL OF ALL. QUANTITIES IF TOWN OF SOUTHOLD BLDG. PERMIT - 01/07/2022 NOT INDICATED ON DWG.CONTRACTOR TO VERIFY ALL LOCATIONS. - - _ o� M M Cl) 2 EXISTING CONDITION NOTES: A3.1 1. CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMENSIONS, 1 w METHODS,AND MATERIALS OF EXISTING CONSTRUCTION. w +/-16'-5" ;1 4 +/-1T-5" 2.THESE DOCUMENTo ARE INTENDED TO REPRESENT A SPACE PLAN OF 3 EXISTING CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR - INTENDED. 3.CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING F, --" _�— EXISTING(3)9 "X 1�q"GIRDER TO REMAIN WALLS, COLUMNS OR OTHER REQUIRED SHORING. CONTRACTOR TO TO '- 3 EXISTING(3)9 X 1 "GIRDER TO REMAIN +/-5'-11" NOTIFY ARCHITECT(IN WRITING)OF ANY DISCREPANCIES OR 2 U U V.I.F LOCATION DEFICIENCIES. C3 2O OF FIREPLACE 2 x ", A3.2 (o AT FLOOR r ABOVE NATION z �� 8 e•.„ 1.TCONTRSA000RDSIHALL COORDINATE LOCATION OF ALL EXISTING AND NEW - - ,�`& R r� (E) MECHANICAL/STORAGE INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS u- ¢ u- Q l`o" J REQUIRED. CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL EXISTING UTILITIES PRIOR TO START OF WORK. a � I I I I t O 0r DV5 2. CONTRACTOR TO PROVIDE SLEEVES AND WEATHER PROTECTION FOR LJL I I I t u- WALL PENETRATIONS AT INCOMING UTILITIES. N t - - iv 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN, STATE,AND t ` � GOVERNING AGENCIES'CODE. � I�f� - - t PROJECT: C— — .....A-- EXISTING(3)9 "X 1 "GIRDER TO REMAIN _....__. 7 UP t ) HALL 4 E ( t --- WILKE & GAGLIANO FL t t i RESIDENCE - --. - - - - - - - - - -- - —J I I I z z 1035 SEBASTIAN COVE i Q �I w (E) PORCH ABOVE MATITUCK, NY 11952 t.Lm x j DRAWING TITLE: - I w I i v I I --_-___-�• w.w. ������ -------- ----- - --- -- i" CELLAR - - - - - - _ - - __ - _.I DEMOLITION PLAN I I - SEAL -__-- � DATE: 01/0712021 �5 ®p#NIElth'rj�, PROJECT No.: 216801 � DRAWING BY: AC 1 0 1 2' 4 8' `�► Cl O CHK. BY: RF CELLAR DEMOLITION PLAN UP w, DWG No: SCALE: 1/4"=1'-0" 0246-11 o@" D1 .0 1 FOF NE`�y' :. A3.1 03 OF 14 FLOOR DEMOLITION LEGEND ARCHITECT: 1ST FLOOR DEMOLITION KEYED NOTES: BUSCH ASSOCIATES -! 1. REMOVE AND REROUTE EXISTING RETURN DUCT FROM CELLAR TO EXISTING WALL TO BE REMOVED ARCHITECTS GROUND FLOOR. EXISTING DUCT TERMINATES AT GROUND FLOOR " CEILING. '! 2. EXISTING LAUNDRY CHUTE TO BE REMOVED&CAPPED OFF AT 2ND 90 WEST NY 11706 n L:6319n9.0900 FLOOR. ��` EXISTING DOOR TO BE REMOVED 1 4 FL !2941 WEST SR 434,SUITE 400,LONGWOOD,FL 32779 F, p kw TCL°,4017.979.4482 -•� 3. EXISTING DECORATIVE COLUMN TO BE REMOVED.G.0 TO CONFIRM EXISTING COLUMN IS NON-STRUCTURAL.NOTIFY ARCHITECT AS EXISTING WINDOW TO BE REMOVED REQUIRED. "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE - 4. STRUCTURAL COLUMN TO BE REMOVED. PROVIDE TEMPORARY DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ BRACING/SI IORING TI IROUGI IOUT AS REQUIRED. PREP AREA FOR ENGINEER IS ALTERED,THE ALTERING ARCHRECM ENGINEER SHALL AFFIX TO INSTALL OF NEW GIRDER. REFER TO CELLAR PLAN &1ST FLOOR ` EXISTING WATER CLOSET TO BE REMOVED HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/Hr P SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC CONSTRUCTION PLANS FOR ADDITIONAL 1 INFORMATION. -- DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID A - 5. STRUCTURAL COLUMN TO REMAIN.CONTRACTOR TO REMOVE F------- D. BUSCH, ARCHITECT, PC, THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY FINISH. DECORATIVE COLUMN ENCLOSURE&PREP TO RECEIVE NEW i i EXISTING LAVATORY AND SUPPORTING CABINET ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC' I ' TO BE REMOVED Q BUSCH ASSOCIATES 6- PREP AREA OF EXISTING VAULTED CEILING FOR FRAMING INFILL. REFER TO CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. CONSULIANI. Z EXISTING TO REMAIN 7. REMOVE EXISTING NON-STRUCTURAL HEADER. r I NO WORK I / i�o �\ I EXISTING BATHTUB TO BE REMOVED 8. REMOVE EXISTING SOFFIT ABOVE KITCHEN CABINETS& ASSOCIATED DUCTWORK THROUGHOUT THE AREA.G.0 TO VERIFY FUNCTION OF EXISTING DUCT AND PROPOSE ALTERNATE LOCATION TO REROUTE THE SYSTEM. L-------J ! EXISTING DECK LINE 9. REMOVE EXISTING GIRDER/BEAM. PROVIDE SHORING/BRACING AS nn CONSULTANT: REQUIRED. PREP AREA FOR NEW BEAM. REFER TO CONSTRUCTION U EXISTING SERVICE SINK TO BE REMOVED PLANS FOR ADDITIONAL INFORMATION. 10. REMOVE EXISTING FLOOR&REFRAME TO PROVIDE REQUIRED EXISTING TO REMAIN w CLEARANCE FOR NEW MASONRY FIREPLACE&SUPPORT BELOW. II EXISTING SINK TO BE REMOVED NO WORK (E) OPEN DECK a LL REFER TO CONSTRUCTION PLANS FOR ADDITIONAL INFORMATION. L--- 52!-5"X 13'-9" a w 1 11. REMOVE EXISTING BUILT IN MILLWORK. DEMOLITION NOTES: p REMOVE WINDOW ONLY. 12. REMOVE EXISTING FIREPLACE HEARTH. 1.THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS CONSULTANT: M + z REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS ' 1 w EXISTING EXTERIOR WALL&OPENING TO REMAIN. REMOVE EXISTING DOOR/WINDOW ONLY. 0 W - 1. 13. PREP EXISTING FIREPLACE TO BE CLOSED OFF. EXISTING FLUE TO SHOWN OR NOTED ON DRAWINGS. EXISTING EXTERIOR WALL&OPENING TO REMAIN. < " 1 REMAIN FOR EXHAUST OF FURNACE IN CELLAR. 2•ALL DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING p WALL - - - - -- =- � 3.THE CONTRACTOR SHALL FURNISH BUILDING TH A SYSTEM OF TEMPORARY LIGHT � 14. EXISTING STAIR& RAILING TO REMAIN. PROTECT AS REQUIRED. AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED 15 15 5 /rf j \":�\ 15. DEMO ROUGH OPENING FOR NEW WINDOW/DOOR.COORDINATE TO PERFORM THE SCOPE OF WORK. _ _--- /� ` R.O LOCATIONS&WINDOW SIZES AS PER CONSTRUCTION PLANS/ 4. UPON COMPLETION OF THE DEMOLITION WORK,THE CONTRACTOR _ _ \ WINDOW SCHEDULE. CONTRACTOR TO SHORE AREA AS REQUIRED. SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. CLIENT: I- - - - - - - -+ - ! T ---- \=�- 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL 16. REMOVE EXISTING WINDOW&PREP FOR WALL INFILL. BE REMOVED FROM THE PREMISES. MASTER BEDROOM 15 6.THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING 16-8"X 18'-9" I 17. REMOVE EXISTING FLOOR TELE& PREP AREA FOR NEW INCLUDING TILE,COMPOSITION TILE,ADHESIVES,CARPETING, TACTLESS, W I LKE & GAG L IAN O I i I. III II II I i;' p CEILING DEMO CLOSET rrI FINISH.CONTRACTOR TO REMOVE SUBFLOOR AS REQUIRED TO ETC. IN AREAS OF DEMOLITION. 15 I I III + ? I ( ADJUST THICKNESS FOR CONTINUES FINISH FLOOR SURFACE. 7.THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW 1035 SEBASTIAN COVE I -' FINISHED FLOORING.I MATITUCK, NY 11952 18. REMOVE EXISTING SUBFLOOR& FRAMING. PREP AREA FOR NEW 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES I III III I FRAMING UNDER PROPOSED BATHTUB/BAY I WINDOW. ALL PROJECTING ITEMS WHICH ARE BEING ABANDONED.( I 9.CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES UNLESS II III = Lu I I I I 19. REMOVE EXISTING CEILING&PREP FOR INSTALL OF NEW FRAMING. OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS ISSUES/REVISIONS I II SUN ROOM II II LIVING ROOM I) I 19 DINING ROOM o I I CLOSET I +/-22'-1" SPECIFIED IN FINISH PLAN. Descrl tion 11'-11"X 15'-0" 15'-1"X 15'-7" 13'-11"X 15'-7" c LOCATION OF PROPOSED P No. Date _ - ( III III + p I i , - fl 10.CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED I FIREPLACE V.I.F PRELIMINARY PRICING SET 11/24/2021 II I III 0 ! I I / III PIPING&CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND - _.. III 1 I I 10 III ( CAPPED BEYOND DEMISING PARTITION.TYPICAL OF ALL.QUANTITIES IF TOWN OF SOUTHOLD BLDG. PERMIT 01/07/2022 III ( I NOT INDICATED ON DWG.CONTRACTOR TO VERIFY ALL LOCATIONS. - I III II I AREA OF VAULTED III I �- - �� 15 T.O.S PERMIT SET REVISION 1 02/14/2022 CEILING I I it ---- UI � IV III III P I I EXISTING CONDITION NOTES., II I I III 1 +1'2-$- G +/-T-10" a 1.CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMENSIONS, II III II I I I FLOOR DEMO FLOOR DEflO Il I METHODS,AND MATERIALS OF EXISTING CONSTRUCTION. I I I EXISTING TO REMAIN III 2,THESE DOCUMENTS ARE INTENDED TO REPRESENT A SPACE PLAN OF EXISTING CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR -- 9 I II 4 6 - cl 3 3 �"' �%"� 2 II I INTENDED. _ - _ '- - _- _ , - _ = --------- -- ---- 3.CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING �- _ - - - J -� WALLS, COLUMNS OR OTHER REQUIRED SH '' _ ORING.CONTRACTOR O T TO�I r-J I III lj o��`� I NOTIFY ARCHITECT(IN WRITING)OF ANY DISCREPANCIES OR 2 III HALL �`� WDR OOM I -J 17 ` (I I /�� � I 00 2 DEFICIENCIES. - _ A3.2 I L 7 17 //C� //1� _ /�1! _._Lr 0 U - -._ I+ \ - 4..;0''X 6'-8" I I � 1J ))�. ovt I ( � nw A3.1 YI -I - - LO r - , 1 .� ( .(`N 18 �il + p I �I I II: I ( I I I p UTILITIES COORDINATION NOTES: II I I i I I I ��I �I ( �/ MASTER BATH I) � o 1.CONTRACTOR SHALL COORDINATE LOC -j WD 17 � --�) 17 I I 11'-2"X 14'-4" �, I LOCATION OF ALL EXISTING AND NEW - �) '� / I I INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS BREAKFAST NOOK I I II u n I I L--.J -� --a L REQUIRED. CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL - I I I I -- -- - EXISTING VIII V-1"X14'-0n II I I I I I r' -- ------------ -I- I UTILITIES PRIOR TO START OF WORK. �-n -1 �- -�}�-�SDN �\ / I 2.CONTRACTOR TO PROVIDE SLEEVES AND WEATHER PROTECTION FOR III I I I I I (I ii ii ii i - I ! I WALL PENETRATIONS AT INCOMING UTILITIES. - II 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN, STATE,AND GOVERNING AGENCIES'CODE. 0�1 I I I _ � I I I 16 / \ II J� I I I i I u "0. I ,�.- 1 ,- - - - _ .. _= � � � i PROJECT: I � L 15 FOYER I , FAMILY ROOM _ - - l- _ J f 17'-7"X 12'-11" I KITCHEN I 14 12 I 13 I I 11'-3"X 16-1" n L - II WILKE & GAGLIANO II I I UP RESIDENCE EXISTING DECK LINE 1035 SEBASTIAN COVE (E) PORCH MATITUCK, NY 11952 44'4"X 8'-0" EXISTING TO REMAIN DRAWING TITLE: NO WORK 7 - 1ST FLOOR DEMOLITION PLAN SEAL&SIGNATURE DATE: 01/07/2021 PROJECT No.: 216801 1' 0 1' 2' 4' 8' 4' „ C�, DRAWING BY: AC /V `A® CHK. BY: RF 1ST FLOOR DEMOLITION PLAN - SCALE: 114"=V-0" � �' � .,��',�nn DWG No: 0246-1 p4� A3.1 9T�Utz NES y 04 OF 14 FLOOR DEMOLITION LEGEND ARCHITECT: 2ND FLOOR DEMOLITION KEYED NOTES: EXISTING WALL TO BE REMOVED a 'x BUSCH ASSOCIATES -+ 1. EXISTING VAULTED CEILING FRAMING TO REMAIN, ARCHITECTS - 2. PROPOSED CHIMNEY/FLUE OFFSET FROM FIREPLACE BELOW. , CONTRACTOR TO CONFIRM REQUIRED CLEARANCE. ° u ` NY 90 WEST MAIN STREET, BAY SHORE, NY 11706 ��\ TEL:631,969�1°:100 CONTRACTOR-! 3. CONTRACTOR TO SEAL AND PROTECT AREA NOT IN SCOPE EXISTING DOOR TO BE REMOVED ° 6 „ ° EL !2941 WEST sR a3a,SUITE 400,Lar GwoCo,fl 32779 (2ND FLOOR)FROM DUST AND DEBRIS. ® .:: ., k W ,,G '' J TEL: WEST 9.4 491. 34 EXISTING WINDOW TO BE REMOVED "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE r_, DIRECTION OF A.LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEAR114G THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCH,MC R ENGINEER SHALL AFFIX TO EXISTING WATER CLOSET TO BE REMOVED HISMIER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A3.2 A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID --------- D. LUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 1 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORRY OF DAVID D.BUSCH ARCHITECT,PC EXISTING LAVATORY AND SUPPORTING CABINET ' TO BE REMOVED Q BUSCH ASSOCIATES CONSULTANT: --���- r-------� I /� �X I EXISTING BATHTUB TO BE REMOVED L-------J EXISTING SERVICE SINK TO BE REMOVED CONSULTANT: EXISTING SINK TO BE REMOVED l�J DEMOLITION NOTES: 1.THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS CONSULTANT: REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS AREA OF WORK LIMITED TO INSTALLATION OF SHOWN OR NOTED ON DRAWINGS. NEW CHIMNEY/FLUE . 2.ALL DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING --_ --- HOURS AS APPROVED BY THE BUILDING MANAGEMENT. 3.THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT -- - ----- - - -.-- - -. AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED -- TO PERFORM THE SCOPE OF WORK. 4. UPON COMPLETION OF THE DEMOLITION WORK,THE CONTRACTOR SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. - - - -- 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL CLIENT: - �-----_ a-- •-•----- _ BE REMOVED FROM THE PREMISES. _=- - -_ �� —_ ----- -- -=- 6.THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING �/�/�LKE Q& ^ /� /� - — __-�_...__._ INCLUDING TILE,COMPOSITION TILE,ADHESIVES,CARPETING TACTLESS �. AG LIA(�1Q O O _ ETC. IN AREAS OF DEMOLITION. Lu 7.THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW 1035 SEBASTIAN COVE FINISHED FLOORING. + O ------yr— - ---- 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES MATITUCK, NY 11952 0 �y ALL PROJECTING ITEMS WHICH ARE BEING ABANDONED. LL 9. CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES UNLESS ISSUES/REVISIONS UO _j U m I ( F DEMO FOR MASONRYII OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS SPECIFIED IN FINISH PLAN. Desch? L`- O W 2 CHIMNEY FLUE pilon No. Date Zo >- v I V.I.F WITH LOCATION I II 10. No.SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED - U_ Z --- PIPING&CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND PRELIMINARY PRICING SET 11/24/201 II a II --- OF FIREPLACE BELOW 2 II + w - - CAPPED BEYOND DEMISING PARTITION.TYPICAL OF ALL. QUANTITIES IF TOWN OF SOUTHOLD BLDG. PERMIT 01 m - - _ f-/- -------- L-- 01/07/2022 NOT INDICATED ON DWG. CONTRACTOR TO VERIFY ALL LOCATIONS. -- -- ATTIC/STORAGE W v - L` a O +/-2'-6" -- -- - FLOOR DEMO BEDROOM #03 EXISTING CONDITION NOTES: -� CLOSET 1.CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMENSIONS, METHODS,AND MATERI,rLS OF EXISTING CONSTRUCTION. 2.THESE DOCUMENTS ARE INTENDED TO REPRESENT A SPACE PLAN OF --- EXISTING CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR BATH #01 3 _- �' ���, INTENDED. BEDROOM #02 3.CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING WALLS, COLUMNS OR OTHER REQUIRED SHORING.CONTRACTOR TO TO - - NOTIFY ARCHITECT(IN WRITING)OF ANY DISCREPANCIES OR 2 CL03ET 2 DEFICIENCIES. -- - - --- A3.2 BEDROOM #01A3. ;. 1 HALL II -- _ 9 CIONHALL ITRA ES COORDINATION SOCOORDINATE LOCATION OF ALL EXISTING AND NEW INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS _ REQUIRED. CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL II CLOSET EXISTING UTILITIES PRIOR TO START OF WORK. CLOSET DN I� 2. CONTRACTOR TO PROVIDE SLEEVES AND WEATHER PROTECTION FOR II WALL PENETRATIONS AT INCOMING UTILITIES. - --" -- F I r-L--T__ � 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN, STATE,AND — _ GOVERNING AGENCIES'CODE. II II II II PROJECT: II II II BATH#02 II CLOSET II / NUKE & OAOLIANO RESIDENCE -------� _ --- 1035 SEBASTIAN COVE MATITUCK, NY 11952 DRAWING TITLE: 2ND FLOOR DEMOLITION PLAN SEAL e� DATE, 01/07/2021 PROJECT No.: 216801 V 0 1' 2' 4' 8' '4' Qw �`� �� DRAWING BY:- AC 2ND FLOOR DEMOLITION PLAN 'O� _ s fi HK. BY: RF SCALE: 1/4"=1'-0" °,, �� ,, DWG No: sqr 02467?n �(� D1 .2 1 FOp,,c A3.1 05 OF 14 FLOOR DEMOLITION LEGEND ARCHITECT: ROOF DEMOLITION KEYED NOTES: p EXISTING WALL TO BE REMOVED `` BUSCH ASSOCIATES 1. REMOVE EXISTING ROOFING&PREP AREA FOR NEW CHIMNEY/FLUE ���-- PS FROM FLOOR BELOW. FINAL LOCATION TO BE V.I.F. g v ,F z EC r , NY 90 WEST MAIN STREET, BAY SHORE, NY 11706 I TEL:631.969.0900 \y EXISTING DOOR TO BE REMOVED r' ,{ A, FL 1 2941 WEST SR 434,SUITE 401),LOW,WOOD,FL 32779 TEL:407.979.4482 EXISTING WINDOW TO BE REMOVED "IT 13 A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO EXISTING WATER CLOSET TO BE REMOVED HISMER ITEM THEIR SEAL AND THE NOTATION'ALTERED BY" FOLLOWED BY HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING, " THE PLANS AND 1 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A(RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE I I SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY I i ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC EXISTING LAVATORY AND SUPPORTING CABINET I I TO BE REMOVED © BUSCH ASSOCIATES CION5UL1ANi:-�`-��__ - _- EXISTING BATHTUB TO BE REMOVED L- -J CONSULTANT: EXISTING SERVICE SINK TO BE REMOVED L o�� EXISTING SINK TO BE REMOVED (E) DECK BELOW DEMOLITION NOTES: 1.THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS CONSULTANT: _ REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS AREA OF WORK LIMITED TO INSTALLATION OF SHOWN OR NOTED ON DRAWINGS. NEW CHIMNEY/FLUE . _�_ _.� -- - 2.ALL DEMOLITION WORK AND RUBBISH REMOVAL SHALL BE DONE DURING - HOURS AS APPROVED BY THE BUILDING MANAGEMENT. 3.THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT - - - - AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED :......._ —_ _. � HE SCOPE OF WORK. ORM P TO PERF T 4, UPON COMPLETION OF THE DEMOLITION WORK,THE CONTRACTOR SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. CLIENT: 5.ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FROM THE PREMISES. __..- 6.THE CONTRACTOR SHALL REMOVE ALL EXISTING FINISHED FLOORING t/l/i tC �I /'� G O /v R ('� --- - - -- - _- _ - INCLUDING TILE, COMPOSITION TILE,ADHESIVES,CARPETING, TACTLESS, V V i i_ G & V A V O I --- - - - - - -- - ! ETC. IN AREAS OF DEMOLITION. 7 THE CONTRACTOR HALL PATCH TO LEVEL THE SLAB • S TO RECEIVE NEW 1035 SEBASTIAN COVE FINISHED FLOORING. 8.THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES MATITUCK, NY 11952 ALL PROJECTING ITEMS WHICH ARE BEING ABANDONED. 9. CONTRACTOR TO REMOVE ALL EXISTING FLOOR FINISHES UNLESS ISSUES/REVISIONS _ OTHERWISE NOTED AND PREPARE SURFACES FOR NEW FINISH AS _— ..__�__..__-::.--�_�:.-�.�-.�_ SPECIFIED IN FINISH PLAN. Description No. Date - I 1 10. CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS OR ABANDONED _ _ I ----.---- PIPING&CONDUIT FROM PROPOSED SPACE.ALL SHALL BE CUT BACK AND PRELIMINARY PRICING SET 11/24/2021 CAPPED BEYOND DEMISING PARTITION.TYPICAL OF ALL. QUANTITIES IF TOWN OF SOUTHOLD BLDG. PERMIT 01/07/2022 NOT INDICATED ON DWG. CONTRACTOR TO VERIFY ALL LOCATIONS. --- EXISTING CONDITION ES: 1.CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMENSIONS, •-___.._..._m,.,_,_ --- �^ �����--�--V�-^ _ _ -- METHODS,AND MATERIALS OF EXISTING CONSTRUCTION, 2.THESE DOCUMENTS ARE INTENDED TO REPRESENT A SPACE PLAN OF EXISTING CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR --- INTENDED. 3.CONTRACTOR TO FIELD VERIFY LOCATION OF ANY LOAD BEARING WALLS,COLUMNS OR OTHER REQUIRED SHORING.CONTRACTOR TO TO - NOTIFY ARCHITECT(IN WRITING)OF ANY DISCREPANCIES OR 2 _____ ___� _. -_� —_ -- _�_. - - -- =N- _�-�-.- :�__ - _._____ _._._,_...,.__,_ - DEFICIENCIES. 2 - - -� UTILITIES COORDINATION NOTES: - --- - ---- ----- -- - 1.CONTRACTOR SHALL COORDINATE LOCATION OF ALL EXISTING AND NEW INCOMING UTILITIES,AND PROVIDE MAINTENANCE AND PROTECTION AS _ -- REQUIRED. CONTRACTOR RESPONSIBLE TO CALL FOR MARK OUT OF ALL -- - EXISTING UTILITIES PRIOR TO START OF WORK. — - _ ---- 2. CONTRACTOR TO PROVIDE SLEEVES AND WEATHER PROTECTION FOR WALL PENETRATIONS AT INCOMING UTILITIES. T _ 3.ALL UTILITIES SHALL BE AS PER LOCAL VILLAGE,TOWN, STATE,AND GOVERNING AGENCIES'CODE. - ----- - - --- -- - I ------ EXISTING TO REMAIN -- _ - -- --- - - - - WILKE & GAGLIANO RES I D E N GE 1035 SEBASTIAN COVE - MATITUCK, NY 11952 DRAWING TITLE: ----- ROOF ---- — -- -- ----- DEMOLITION PLAN SEAL&SIGNATURE _DATE: 01/07/2021 RFD ARC PROJECT No.: 216801 1' 0 1' 2' 4' 8' �' �Q OpTilEt,c �A�� DRAWING BY: AC mRF ROOF DEMOLITION PLA DWG No: SCALE: 114"=V-0" j e � D1 .3 024671 - A3.1 SOF NCS ,s 06 OF 14 FOUNDATION LEGEND ARCHITECT: CELLAR CONSTRUCTION KEYED NOTES: NEW CONCRETE FOUNDATION AND FOOTING. ' '• " BUSCH ASSOCIATES -+ 1. NEW POURED IN PLACE CONCRETE FOOTING. REFER TO FOOTING I-- --S SCHEDULE FOR DETAILS. LALLY COLUMN BASEPLATE TO BE PROVIDE MINIMUM PSI AND ALL REINFORCING AS NOTED IN SECTIONS AND CONCRETE NOTES. EMBEDDED BELOW FINISH FLOOR. REFERENCE OTHER SHEETS, 2. NEW 3 GALVANIZED STEEL LALLY COLUMN WITH 5"X8"X "STEEL NY go WEST MAIN STREET, BAY SHORE, NY 11706 �" �` STRUCTURAL BEARING MEMBER, SEE PLANS � � � �► I TEL:6 31.969.0900 BOTTOM PLATE POSTED DOWN AND SECURED TO PIER FOOTING - FOR REFERENCE TO TYPE; IE. STEEL, WOOD sr A ' FL 2941 WEST SR 434,SUITE Oran,LONGWOOCD,FL 32779 BELOW WITH (4)J"DIAMETER X 3"DEEP EMBEDDED BOLTS. OR LAMINATED MEMBER. u� °"a - TEL:407.979.4482 - 3. NEW POURED IN PLACE CONCRETE FOOTING TO SUPPORT SIZE LOCATION r.. FRAMING SIZE,SPACING AND DIRECTION PROPOSED FIREPLACE ON GROUND FLOOR. REFER TO FOOTING SCHEDULE FOR ADDITIONAL DETAILS. PROVIDE REBAR TIE IN AT 16" BEARING POST(ABOVE). POST SIZE SHALL 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY O.0 TO SECURE NEW MASONRY WALL. E3 O PROVIDE FOR MINIMUM BEARING PER CODE OF ITEM ON THESE DRAWINGS, IF AN ITEM EEARING THE SEAL OF AN ARCHITECT/ MEMBER BEING SUPPORTED. ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY"FOLLOWED BY 4. 8'"CMU MASONRY WALL SOLID FILLED WITH NON SHRINK GROUT. HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1 WALL TO PROVIDE FOUNDATION FOR PROPOSED WOOD BURNING STEEL BEARING COLUMN.ALL TO BE 3 1/2" DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A3.2 FIREPLACE ABOVE.COORDINATE FINAL FIREPLACE SUPPORTS 0 ASC STEEL MANUFACTURED COLUMNS WITH A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID LOCATIONS WITH FIREPLACE MANUFACTURER. WELDED BEARING PLATE, U.O.N. D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 5. CMU MASONRY WALL SOLID FILLED WITH NON SHRINK GROUT. ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARGHITECT,PC' ? CONTRACTOR TO INFILL EXISTING MASONRY OPENING AND AO 0 ELEVATION OR SECTION © BUSCH ASSOCIATES I- F _T I- _T -F _T 1 WATERPROOF FROM EXTERIOR AS REQUIRED TO MAINTAIN SEALED --- --- I I I ENVELOPE.ANCHOR AND BOND NEW CMU TO EXISTINGCONSULTANT: REVISION NUMBER FOUNDATION WALL. UPb l l I I I G)� REVISION TO DRAWING I I I I I I I 6. NEW WOOD STAIR&HANDRAIL. MAINTAIN MIN 7'-0"CLEAR HEAD I I I i I I I I HEIGHT AT EXISTING FLOOR OPENING HEADER.TREADS TO BE STAIN AREA OF REVISION GRADE SOLID OAK. O DOOR NUMBER-KEYED TO DOOR SCHEDULE -' 7. CUSTOM BUILT IN MILLWORK FOP.CLOTHES&SHOE STORAGE WITH BUILT IN BENCH.COORDINATE WITH OWNER ON FINAL DESIGN. x x PROVIDE ALLOWANCE FOR STAIN GRADE POPLAR HARDWOOD. WINDOW TYPE-KEYED TO WINDOW SCHEDULE CONSULTANT: -� 8. CUSTOM BUILT IN MILLWORK ENCLOSURE AROUND EXISTING ? KEYED NOTE ELECTRICAL SERVICE PANEL AND UTILITIES. CONTRACTOR TO x x PROVIDE AN ALLOWANCE FOR FULLY ENCLOSED STAIN GRADE V WALL TYPE. REFER TO WALL TYPE DETAILS POPLAR HARDWOOD PANEL WALL WITH CONCEALED HARDWARE. EXISTING(2)2X10 GIRDER TO REMAIN b FINAL DESIGN &FINISH TBD BY OWNER. ROOM NAME ! - -� - -� 000 ROOM NAME AND ROOM NUMBER/DIMENSION -•� 9. EXISTING HVAC, BOILER,WELL PUMP,STORAGE TANKS AND z FURNACE TO REMAIN. RECONFIGURE EXISTING DUCTWORK AS CEILING/WALL MOUNTED SMOKE DETECTOR E) DECK ABOVE 0 `z CONSULTANT: z 2 REQUIRED TO SUPPLY CONDITIONED AIR IN REQUIRED SPACES. O WITH BATTERY BACKUP,AND WIRED FOR x ui W x CENTRAL ALARM. PROVIDE'HARD WIRED' -+ 10. NEW FLOOR TILE THROUGHOUT.PROVIDE ALLOWANCE FOR WOOD CONNECTION (TYP. FOR ALL) LL __ _ SIMULATED PORCELAIN TILE.COORDINATE WITH OWNER ON FINAL �� CEILING/WALL MOUNTED HEAT DETECTOR, X co x _ SELECTION. O WITH BATTERY BACKUP,AND WIRED FOR 11. EXTEND EXISTING HVAC DUCTWORK TO PROVIDE CONDITIONED AIR CENTRAL ALARM. PROViDE'HARD WIRED' f IN NEW MUDROOM.COORDINATE ZONE CONFIGURATION WITH CONNECTION ( yP. FOR ALL) EXISTING EQUIPMENTS AND OWNER. CEILINGIWALL MOUNTED CARBON MONOXIDE DETECTOR,WITH BATTERY BACKUP,AND WIRED CLIENT: -• 12. FURR OUT NEW WALL TIGHT TO EXISTING UTILITIES AND PROVIDE © FOR CENTRAL ALARM. PROVIDE'HARD WIRED' 3 `n BLOCKING FOR STORAGE SYSTEM SUPPLIED BY OWNER. CONNECTION (TYP. FOR ALL) I LK E & GAG L IAN O V Y C V V U U ABBREVIATIONS: x F -2 0 1035 SEBASTIAN COVE z V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER CENTER LINE P.C. POURED CONCRETE MATITUCK, NY 11952 z j N o w S > CONT. CONTINUOUS P.T. PRESSURE TREATED - - LL I I LL: a m O.C. ON CENTER HDR. HEADER ISSUES/REVISIONS z (E) GARAGE + u; LL � Q UL w ? C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER peSCtlpilon No. Date LL ¢ - - LL 0 34'-11"X 28'-11" X '" o O 0 F.J. FLOOR JOIST T.O.F. TOP OFFOUNDATION/FOOTING PRELIMINARY PRICING SET 11/24/2021 r- I I .- 0 w p ` " 4 v O D.J. DECK JOIST U.O.N. UNLESS OTHERWISE NOTED ---------- u_ O I I u O TOWN OF SOUTHOLD BLDG_. PERMIT F.F. FIRST FLOOR SLAB 01/07/2022 I- _ T.O.S PERMIT SET REVISION 1 02/14/2022 I 0) ANCHOR NOTES: -- c� co FOOTING FOOTING1.A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 co 2' I 2' INCHES OF EACH END OF EACH PLATE. � � � � w N �% I' 15"-5"V.LF. I 4'-8 z 16'-5"V.LF. 2.ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN -- -- LL 1 I FOOTING i� O 1 I CONCRETE FOUNDATIONS AND SLAB-ON-GRADE OR 7 INCHES IN Oiff MASONRY BLOCK FOUNDATIONS WHEN RESISTING LATERAL AND SHEAR% -- - 4rL F� u' F LOADS ONLY. - �--- Ed o-- - --e- - o-- - - --A- - i ca-- - 3.ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES OF CORNERS. EXISTING(3)9 4"X 1 "GIRDER TO REMAIN +/-3'-7'" EXISTING(3)9�'X 1 ,GIRDER TO REMAIN (3)2X10 4.SILL PLATES OR BOTTOM PLATES SHALL BE PRESSURE TREATED AND'll 2X10 HAVE FULL BEARING ON THE FOUNDATION SYSTEM. F LOCATION I 5. REFER TO WIND LOAD DESIGN SHEETS FOR MINIMUM SIZE AND U U SPACING OF ANCHOR BOLTS.AND OTHER FOUNDATION STRAPPING 2 p O OFOF FIREPLACE r 16"O G 2 A3.2 (0 to AT FLOOR X10 o All REQUIREMENTS. @ @) ABOVE n �F - Z z Q - ? co z a �� (E) MECHANICAL/STORAGE a CODE COMPLIANCE NOTES: u- Q Iii. Q w OJ 1. THE MINIMUM NET AREA OF VENTILATION OPENINGS IS NOT TO BE LESS THAN 1 S.F.FOR EACH 150 S.F.OF UNDERFLOOR SPACE. O O 0 w .� 0 w m 5� LL (3)2X10 EXCEPT WHEN GROUND SURFACE IS TREATED W/A VAPOR 0 J 10 0 p u z 1i. o RETARDER MATERIAL, PROVIDE 1/1500 VENTILATION AREA AND = NEW STAIR: - I O iv 9 (� LOCATE TO PROMOTE CROSS VENTILATION. REFER TO FOUNDATION 13 RAISERS sal 7j" CL Q t PLAN FOR LOCATIONS. 12 TREADS @ 9" j 5'-7"X 71-2" 2. ALL ANCHOR BOLT SIZE AND SPACING SHALL BE AS PER WIND r M 9 LOAD/STRAPPING DESIGN DRAWINGS AND SHALL BE INSTALLED IN PROJECT: -' -' ACCORDANCE WITH R403.1.6. 3' le1'-7 3. PROVIDE SMOKE DETECTION, HEAT DETECTION AND CARBON wHOLD W 'MIN 2' MONOXIDE DETECTION PER PLANS LOCATIONS, (POWER SOURCE FOR 4 _ 0- _ �_ _ ?� SMOKE ALARM SYSTEM 1S TO COMPLY WITH R314). - - _ 2 ; EXISTING (3)9 "X 1 "GIRDER TO REMAIN _._.__.._.° .m._ 4. WALL AND CEILING FINISHES ARE TO HAVE A FLAME-SPREAD _ O / L CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH - - C - z 7 R302.9.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 IN ACCORDANCE WITH R302.9.2. TESTING AND ALTERNATE TEST 7 10 MUD ROOM W 0 6 1'0 9 METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 RESPECTIVELY. n 22'-7"X 6'-0" O M I T a 11 O -�� "' 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. W I L K E GAG L f A N V V i 8 w _ _ (� RESIDENCE 12 -- - - ALL POURED CONCRETE WALLS, FOOTINGS, PIERS,GRADE BEAMS AND - - - - -- e PADS SHALL BE 3,000 PSI POURED CONCRETE UNLESS OTHERWISE NOTED.ALL SLABS SHALL BE AIR ENTRAINED AND HAVE A MINIMUM I I COMPRESSIVE STRENGTH OF 3,500 PSI @28 DAYS. I I I O I z ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL 1035 SEBASTIAN COVE < PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. MATITUCK, NY 11952 ILLY w (E) PORCH ABOVE c 04 BRIDGING JOIST NOTE: DRAWING TITLE: w PROVIDE ONE ROW OF BRIDGING EVERY V-0"OF JOIST SPAN. I I I I FOOTING SCHEDULE -- MARK SIZECELLAR --------------- _ _ _ _ _ _ _ _ _ _ _ i F-1 2'- " 2'-0" " 1 CONSTRUCTION PLAN - - - - - �- - - - - F-2 4'-6"x9'-0"x12" /#4 @ 12"O.C. B.E.W. �- - - - - - - - - - - - -{ F-3 -- - - - - - - - - - - - -� F-4 - SEAL&SIGNATURE DATE: 01/07/2021 NOTES. � � A7-?,C, PROJECT No.: 216801 ,y �ti NIE ` ✓� DRAWING BY: AC 1 0 1 2 4 8 1.ASSUMED SOIL BEARING VALUE =2000 PSF. C O� L� 2.ASSUMED CONCRETE STRENGTH @ 28 DAYS=3000 PSI U.O.N. ,� c� O CHK. BY: RF �-, a 3. UNDERSIDE OF ALL FOOTINGS IN UNHEATED AREAS TO EXTEND 3-0 ( :., � DWG No: - CELLAR CONSTRUCTION PLAN __._ _ _ _ - _ - - � - - � " � A "� SCALE: 1/4"=1'-0" MIN. BELOW FINISHED GRADE OR LOCAL FROST LINE. 4. B.E.W.=BOTTOM EACH WAY. A1 .1 02467 yQQ� A3.1 OF N 07 OF 14 CONSTRUCTION LEGEND ARCHITECT: 1ST FLOOR CONSTRUCTION KEYED NOTES: 1 CUSTOM BUILT IN BENCH. BY OWNER OUTSIDE!INE OF FRAMING BUSCH ASSOCIATES -- - - ,w* ARCHITECTS NEW EXTERIOR WALL » I " - 2. SOLID STONE HEARTH COORDINATE WITH OWNER ON FINAL { SELECTION AND FINISHES. h,;,;;'.:, w: : 'r. ,,,r,`s ,, NEW INTERIOR WALL '� °w'r ,141 NY 90 4V:5T MAIN STREET, BAY SHORE, NY 11706 TEL:631,969.0900 - 3. MASONRY FIREPLACE.ALL INSTALLATION, MATERIALS AND FL 2941 WEST SR 434,SUITE aaa,LONCW000,F132779 CLEARANCES SHALL BE AS PER THE MANUFACTURER LINE OF SOFFIT OR CEILING CONDITION ABOVE " ; :; TEL:407.97;.4482 SPECIFICATIONS.INSTALLATION AND REQUIRED VENTING SHALL COMPLY WITH THE 2020 NYS RESIDENTIAL BUILDING CODE, NYS NEW WINDOW.REFER TO WINDOW SCHEDULE FIRE CODE&SUFFOLK COUNTY FIRE MARSHAL REQUIREMENTS. -- "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 4. CUSTOM BUILT IN MILLWORK/WINE RACK BY OWNER.CONTRACTOR \ DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY NEW DOOR. REFER TO DOOR AND HARDWARE ITEM -:N THESE DRAWINGS, IF AN ITEM BEAR;NG THE SEAL OF AN ARCHITECT! TO PROVIDE:BLOCKING SCHEDULE ENGINEER IS ALTERED,THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION'ALTERED BY" FOLLOWED BY HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 5. 36"MIN HEIGHT WROUGHT IRON GUARDRAIL AT JULIET BALCONY. DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND FINAL DESIGN TO BE COORDINATED BY OWNER. INTERIOR LOAD BEARING WALL. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A3.2 BLOCK SOLID AT MID SPAN (TYP.) A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID 1 ) D. BUSCH, ARCHITECT, PC THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 6. HARDWOOD FLOOR INFILL STITCH IN NEW HARDWOOD WITH ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D BUSCH ARCHITECT,PC' EXISTING WOOD FLOOR. WOOD SPECIES TO MATCH EXISTING. STRUCTURAL BEARING MEMBER, SEE PLANS FOR REFERENCE TO TYPE; IE. STEEL,WOOD BUSCH ASSOCIATES 7_ CUSTOM BUILT IN MILLWORK. BY OWNER- CONTRACTOR TO OR LAMINATED MEMBER. COORDINATE POWER REQUIREMENTS&PROVIDE BLOCKING. SIZE CONSULTANT: Z � LOCATION �� FRAMING SIZE,SPACING AND DIRECTION 8. ENCLOSE EXISTING FIREPLACE OPENING. RECONFIGURE EXISTING EXISTING TO REMAIN CHIMNEY FLUE AS REQUIRED TO MAINTAIN EXHAUST FROM C313 BEARING POST(ABOVE) NO WORK FURNACE IN CELLAR. 0 STRUCTURAL POST 9. CUSTOM SHOWER TILED THROUGHOUT WITH STONE. BUILT IN BENCH &FRAMELESS GLASS ENCLOSURE.CONTRACTOR TO STEEL BEARING COLUMN.ALL TO BE 31/2" PROVIDE ALLOWANCE FOR STONE FINISH .FINAL SELECTION TBD. O ASC STEEL MANUFACTURED COLUMNS WITH BY OWNER. WELDED BEARING PLATE, U.O.N. CONSULTANT.- 10. CONSULTANT:10. NEW FLOOR, SUBFLOOR&FRAMING FOR BAY WINDOW. CEILING/WALL MOUNTED SMOKE DETECTOR, _ 1 COORDINATE ACCORDINGLY TO ALLOW FOR SMOOTH TILED /7\ WITH BATTERY BACKUP,AND WIRED FOR (E)HEADER TO REMAIN. SURFACE THROUGHOUT. v CENTRAL ALARM. PROVIDE'HARD WIRED' MIN.SIZE(3)q' LVL(V.I.F) •!� 11. CUSTOM BUILT IN VANITY WITH DUAL SINK&STORAGE. MILLWORK CONNECTION(TYP. FOR ALL) EXISTING TO REMAIN NO WORK SE) OPEN DECK REPLACE AS REQUIRED BY OWN E R.COORDI NATE PLUMBING&ELECTRICAL REQUIREMENTS. CEILINGIWALL MOUNTED CARBON MONOXIDE 52'-5"X 13'-9" -� /� DETECTOR,WITH BATTERY BACKUP,AND WIRED 12. CUSTOM BUILT IN TOWEL RACK/STORAGE BY OWNER. CONTRACTOR �=! FOR CENTRAL ALARM. PROVIDE'HARD WIRED' 8'-7^ 13'-1" 11'-92" -- TO PROVIDE BLOCKING. CONNECTION (TYP. FOR ALL) CONSULTANT: EXISTING EXTERIOR WALL TO REMAIN. G.0 TO VERIFY EXISTING HEADERS 13. CUSTOM BUILT IN SHOE STORAGE SYSTEM/RACK BY OWNER. r„ CEILING MOUNTED EXHAUST FAN � � �•-� CONTRACTOR TO PROVIDE BLOCKING. 1 �EX1STf � is E�/` EXISTING HEADER �*� 14 PROVIDE BLOCKING&COORDINCUSTOM WALK IN CLOSET ATEEELECTRiCALOREQU REQUIREMENTS. ELEVATION OR SECTION ING r AT DAY WINDOWS A0.0 12 INF1L I 1314 (2)g "LVL - -•r� 15. 3 1"STEEL LALLY COLUMN TO SUPPORT NEW BEAM/GIRDER REVISION NUMBER ---- L4 I J -- --- - - - - - - - - - - - j- -� > 2-8 D4 (3)11 •"LVL FLUSH N 16. REFINISH HARDWOOD FLOORING THROUGHOUT.CONTRACTOR TO REVISION TO DRAWING CLIENT: D2 - D2 SOLID BLOCKING - _j D3 U - O OLID BLOCKING 1 - I r;, COORDINATE WITH OWNER ON FINISH. I � I -ra o ,.. cn ED a AREA OF REVISION WILKE GAGLIANO CD � 4 -; IY U) I J -I x x x ❑I N - - 17. NEW FLOOR TILE THROUGHOUT.PROVIDE ALLOWANCE PORCELAIN w w �-- o H- �" - ,y -J MASTER BEDROOM ABBREVIATIONS: (i, U H F- 0 w z ( N ''�� _cumn) ` '"� I I I CHIMNEY FLUE v TILE. COORDINATE WITH OWNER ON FINAL SELECTION. a Ir o Z z = O ►'- g x I N 16 x�X ❑ z OFFSET @2ND FLOOR U) 22'-10"X13'-7.1 1035 SEBASTIAN COVE CD5I N 0 o ❑ O w U- o X ( 18. GYPSUM BOARD COLUMN ENCLOSURE 9"X9" V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER MATITUCK, NY 11952 W 0 =' z 5 a -'U. u- U x ci r- CENTER LINE P.C. POURED CONCRETE z p m � 5 5 ( -I z "' v w = r 19. FLOOR INFILL(NEW FRAMING, SUBFLOOR&WOOD FLOOR) CONT. CONTINUOUS P.T. PRESSURE TREATED v I I F o U � � > Z (2)�"LVL 3 X �O N CENTERLINE FLUSH 04 r; 5 I - W _ W @1ALIGN FIREPLACE WITH JULIET BALCONY -- O.C. ON CENTER HDR. HEADER _ UES/REVISIONS E z 9'-3" C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER Description No. Date I t) I I =s �I, `'' AUGN WITH o0 GENERAL NOTES: F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATIONIFOOTING - w EXTERIOR WALL AT CONTRACTOR TO LEVEL OUT EXISTING FLOOR IN DEMOLISHED FLOOR PRELIMINARY PRICING SET - - 11/24/2021 D1 I 11 DINING ROOM I 6 N "' LIVING ROOM Lj ❑ x 16 ' D.J. DECK JOIST U.D.N. UNLESS OTHERWISE NOTED _ z o ¢ w FRONT OF THE HOUSE AREAS THROUGHOUT&PREP FOR NEW FLOOR FINISH. TOWN OF SOUTHOLD B 19'-1"X 12'6"' 19' 7"X 15' 3 X = 2 - I OWNER TO PROVIDE ALL APPLIANCES. CONTRACTOR TO COORDINATE LDC. PERMIT 41/07/2022 �} x Q] C7 POWER&PLUMBING REQUIREMENTS. MINIMUM EXTERIOR WALL REQUIREMENTS: T.O.S PERMIT SET REVISION 1 02/14/2022 ' 14'-9" 14'-9" 11'-2" _ - -... w O N �4i ❑ Cj _ 1 P z �\ -" 1. 2x4 @ 16"O.C. DF#2 GRADE OR BETTER AT 9'MAX.PLATE HEIGHT. ILL! I S C X Q I 9 5' 3'-6" 14'-4" -- o 2. 2x6 @ 16"O.C. DF#2 GRADE OR BETTER AT 12'MAX. PLATE I IEIGI IT. C► I I 4 ' ALIGN w - EQ - - E f _16 _ r ( 3. (2)2x6 @ 16"O.C.DF#2 GRADE OR BETTER AT 18'MAX. PLATE HT. I coFFEE (2) 1j"X q' LVL W(2)9"X1"STEEL PL. FLUSH _ __ .. _... _.._ INTERIOR WALLS: --------� {3)16"LVL DROPPED OR PARTIAL FLUSH l ' t -6r.'- -0- al- ALTERNATE - X6 C.J chi 18'C -T - - - I - - �_ - - - - - - - - - - - - - - - - - - - - - - - _- - - - - - I 6 - N �- N 1. 2x4@16"O.C. DF#2 STUD GRADE U.O.N. -- - - - - I- - - - - - - 13 = 15�1 1"I 18 v 17 I 11 O __ I 11 )1 T I 112 8'-2"HEA' w 2 j , ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL 2 I -- 15'-6" 2'-3" 6"-10" 4'-51"mak- 5'-6" `� HEIGHT 1 0 A3.1 2 ( � ( °�- � N PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. A3.2 1 I I 1'-7" �I' 1'-4" MASTER BATH r -- -- - _ ALIGN 5" m = _ (E)CONSTRUCTION &SIDING HALL a, Z-10" '-8" '-9"- 2'-3"-- -5"-6" ` -��H METAL FLASHING -�- - L-- I M r, BRIDGING JOIST NOTE: ISI °" Z I U z - - I I 12 I 2X12 NAILER BOARD v I 8 DN --- - PROVIDE ONE ROW OF BRIDGING EVERY 8'-0"OF JOIST SPAN. so- c� 7 2X10 JOIST @ 16 O.0 14---- I - z ---- - - �- z i I- -) 19 w ❑ �"""' '-+- 14W' '�" , I A 6 w STANDING SEAM METAL ROOF I= w C I I I 1 II II Cl) O I z i 1 18 4_ __ . - RESIDENTIAL GRADE CONT. - - - LX ; I I ' 7 I II II Iii w �' I l a I 1 ( - - WEATHER.BARRIER NOTE: I 4-^x u'-0. I i �LII cn O I / ALL ELECTRICAL OUTLETS,SWITCHES,LIGHTING, PLUMBING&OTHER so U z (I I'�i-111 ' I I I 6 I I 5'-6" _ 2' -'f' ,, SHEATHING MECHANICAL WORK&COORDINATION IS NOT INDICATED IN THESE - I ts" z = I II it I ~1 u4i ¢ I r> `4 `t _ I' _ R-49 BATT INSULATION DOCUMENTS,CONTRACTOR TO COORDINATE ALL W/HOMEOWNER. KITCHEN I I 6 H I _ - - - - - J mI m � ---- -I- ---- "' `� PVC FASCIA BY AZEK OR SIM. NEW MECHANICAL&ELECTRICAL WORK TO FULLY COMPLY W/NYS WALL U) 0 1 O _.._...._-..-- _._ ..,,...-_- CODES®ULATIONS 15'-6"X 16'-6" OVEN I w O r I I I =1 H `o I 5'.6"x3'-10" ,_...___.._,..____. ,., �I (3)2X12 CI I ole O U Z 1 - - � I PROJECT: 1 I z l <I x z Q I 2X6 FRAMING 16"O.0 SHdR (= w - O g - @ CODE COMPLIANCE NOTES: - - - -J I I = z w 1 WALK-IN ` /f f L 1 1 y I �JNDRY 1 ( FOYER Q o D 0= 1 n 1 (3)9 LVL 1. THE CLOTHES DRYER EXHAUST SYSTEM S ae" I _• � cn CLOSET " ! TO BE INDEPENDENT - - 1 T_0"X 14'-7" a0 w x OF --- ------ -- g 6 X 9 11 I > D- w 1 6'-3"X 14'-7" B OF ALL OTHER EXHAUST SYSTEMS AND IS TO CONVEY THE ` I A7.1 MOISTURE AND THE PRODUCTS OF COMBUSTION TO THE OUTSIDE D ERI I ( �� w 1 OF THE BUILDING IN ACCORDANCE WITH M1502 OF THE 2020 (3)2X10 B I 16 O I ' 6 I L 1 16J r 1 14 8 w g 15 I I" D 16 1 TRANSOM WINDOW RESIDENTIAL CODE OF NEW YORK STATE. DUCTS THAT EXHAUST BATH #01 �- - I ❑ ❑ SEE SCHEDULE CLOTHES DRYER ARE NOT TO PENETRATE FIRE RATED WALLS EQ. - -- EQ. I (-' I 1 w UNLESS SUCH DUCTS ARE CONSTRUCTED OF GALVANIZED STEEL II 6 = ooI I 1 1 U OR ALUMINUM WITH THICKNESS SPECIFIED IN SECTION R302.5.2 V1/I L K� & GAG L IAN O _10 -3" 16 ( w „`_ AND THE FIRE: RESISTANCE RATING IS MAINTAINED. coUP UP 1 DOUBLE HUNG WINDOW RESIDENCE I ' � w 2. PROVIDE SMOKE DETECTION,HEAT DETECTION AND CARBON h - L -- O I 1 U SEE SCHEDULE MONOXIDE DETECTION PER PLANS LOCATIONS,AND AS PER CODE w oa A (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH HEADER HEIADER O (3)2X12 EXISTING EXISTING(-_-)l A7.1 R314). EXISTING A A HEADER A HEADER A 3. WALL AND CEILING FINISHES ARE TO HAVE AFLAME-SPREAD CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH PVC WINDOW SILL R302.9.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 {' IN ACCORDANCE WITH R302.9.2. TESTING AND ALTERNATE TEST 1035 SEBASTIAN COVE (E) PORCH RESIDENTIAL GRADE CONT. METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 MATITUCK, NY 11952 44'-4"X 8'-0" WEATHER.BARRIER PESPECTIVELY. 4. CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY _ EXISTING TO REMAIN �" PLYWOOD SHEATHING WITH R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND DRAWING TITLE: NO WORK PR-21VC BATT INSULATION 5. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. PVC TRIM BOARD BY AZEK OR SIM. 6, COMBUSTION AIR REQUIREMENTS SHALL COMPLY WITH THE 2020 ❑ ❑ ❑ I' ! RESIDENTIAL CODE OF NYS CHAPTER 17. PROVIDE A LOUVER WITH (3)2X10 GIRDER 1 > 2X10 FRAMING @ 16"O-C A MINIMUM FREE AREA OF NOT LESS THAN 1 SQ.IN. PER 1000 1ST FLOOR _ BTU/HR INPUT RATING OF ALL APPLIANCES IN THE ENCLOSURE BUT CONSTRUCTION PLAN (E)R19 BATT INSULATION NOT LESS THAN 100 SQ.IN. "- - 4 a a 2' (E)(2)2X6 BOTTOM PLATE 7. ALL NAILING SHALL BE IN ACCORDANCE W/TABLE 3.1, 3.4A,3.5A, 3.6A&3.9A OF THE 2018 EDITION OF WOOD FRAME CONSTRUCTION (E)FOUNDATION WALL MANUAL(WFCM).(REFER TO WIND LOAD DESIGN SHEET A8.1 &A8.2) (E)GRADE SEAL&SIGNATURE DATE 01/07/2021 GENERAL CONSTRUCTION NOTES: 't �1'yC0,4( PROJECT No.: 216801 1' 0 1' 2' 4' 8' �' 1. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING AND ®�`� IEL� �a��� DRAWING BY: AC boom SHORING AS REQUIRED TO MAINTAIN EXISTING STRUCTURE FOR S' CHK. BY: RF 1ST FLUOR CONSTRUCTION PLAN DETAIL AT BAY WINDOW A CONNECTION OF NEW CONSTRUCTION. ` � $ ` � ! I1NG No: 2. THE CONTRACTOR IS TO PROVIDE;WEATHER TIGHT PROTECTION "" � � w�t�..I SCALE: 114"=1'-0" SCALE: 1/2"=1'-0" TO EXISTING RESIDENCE DURING ALL PHASES OF CONSTRUCTION Al 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS "�'k .2 1 AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE A.�3, 0246�� A3.1 NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. _ .-_ 08 OF 14 CONSTRUCTION LEGEND ARCHITECT: 2ND FLOOR CONSTRUCTION KEYED NOTES: { 1 BUSCH ASSOCIATES OUTSIDE LINE OF 1 ONRY CHIMNEY/FLUE FROM O VERIFY REQUIRED CLEARANCES AND ADJUST SIZE OFSED FIREPLACE - _ - 7L—Z" EXTERIOR WALL FRAMING „ ARCHITECTS RCH I�,.E�,.. S Ot G C T OPENING AS REQUIRED. DOUBLE UP EXISTING FLOOR FRAMING& ROOF FRAMING AROUND OPENING AS REQUIRED NEW INTERIOR WALL + ` NY 90 WEST MAIN STREET, BAY SHORE, NY 11706 ' (TEL:6.31.969.0900 FL 2911 WEST SR 4:34,SUITE 400,LONGWOOD,FL 32779 LINE OF SOFFIT OR CEILING CONDITION ABOVE ter, '' '` "'" I TEL:407.979.4482 NEW WINDOW. REFER TO WINDOW SCHEDULE 'IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY NEW DOOR. REFER TO DOOR AND HARDWARE ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHFt'ECT1 ENGINEER SHALL AFFIX TO SCHEDULE HISMER ITEM THEIR SEAL AND THE NOTATION*ALTERED BY' FOLLOWED BY HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND 1 INTERIOR LOAD BEARING WALL. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT«<. - - AN (TYP.) D. BUSCH�ARCCHITECT, PO LTHESOETIATIOiC PLANS AND SPECIFATIONSS BETWEEN THEEWILL BEA BLOCK SOLID AT MID-SPAN AND THE A3.2 SUBJECT OF A COPYRIGI-iT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID O.BUSCH ARCHITECT,PC' STRUCTURAL BEARING MEMBER, SEE PLANS c FOR REFERENCE TO TYPE; IE. STEEL,WOOD O BUSCH ASSOCIATES OR LAMINATED MEMBER. SIZECONSULTANT: FRAMING SIZE,SPACING AND DIRECTION CATION C313 BEARING POST(ABOVE) © 0 STRUCTURAL POST STEEL BEARING COLUMN.ALL TO BE 3 1/2" O ASC STEEL MANUFACTURED COLUMNS WITH WELDED BEARING PLATE, U.O.N. CONSULTANT: CEILINGIWALL MOUNTED SMOKE DETECTOR, O WITH BATTERY BACKUP,AND WIRED FOR CENTRAL ALARM. PROVIDE'HARD WIRED' CONNECTION (TYP. FOR ALL) (E)DECK BELOW CEILING/WALL MOUNTED CARBON MONOXIDE O DETECTOR,WITH BATTERY BACKUP,AND WIRED FOR CENTRAL ALARM. PROVIDE'HARD WIRED' CONNECTION (TYP. FOR ALL) CONSULTANT: AREA OF WORK LIMITED TO INSTALLATION OF m CEILING MOUNTED EXHAUST FAN NEW CHIMNEY/FLUE FROM PROPOSED FIREPLACE BELOW. A0.0 ELEVATION OR SECTION REVISION NUMBER CLIENT: ----------_- - ---- -- -- - REVISION TO DRAWING WIDE & �AGLfANO AREA OF REVISION ABBREVIATIONS: _..____... .._._ __.._........._. 1035 SEBASTIAN COVE __ .. V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER MATITUCK, NY 11952 > � CENTER LINE P.C. POURED CONCRETE ._ - fi =_._ -- _ _�.._ CONT. CONTINUOUS P.T. PRESSURE TREATED ---- — - .-- _ O.C. ON CENTER HDR. HEADER -ISSUES/REVISIONS_ _ C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER Descriptlon No. _Date 1 F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING PRELIMINARY PRICING SET 11/24/2021 _ D.J. DECK JOIST U.O.N. UNLESS OTHERWISE NOTED �S 1�C TOWN OF SOUTHOLD BLDG. PERMIT 01/07/2022 ATTIC/STORAGE \ — / MINIMUM EXTERIOR WALL REQUIREMENTS: 2'-6" V.I.F D BEDROOM #03 1. 2x4 @ 16"O.C. DF#2 GRADE OR BETTER AT 9'MAX. PLATE HEIGHT. CLOSET �" 2. 2x6 g 16"O.C. DF#2 GRADE OR BETTER AT 12'MAX_ PLATO HEIGI IT. __ -- (DO 3. (2)2x6 @ 16"O.C_ DF#2 GRADE OR BETTER AT 18'MAX. PLATE HT. / -- __._-_..�_ _ INTERIOR WALLS: BATH #01 1. 2x4 @ 16"O.C. DF#2 STUD GRADE U.O.N. BEDROOM #02 CLOSET --- ALL FLOOR JOISTS TO BE DOUBLED UNDERNEATH ALL PARALLEL 2 �� / �. — 2 PARTITIONS, BATH TUBS&ANY OTHER HEAVY APPLIANCES. _ _— A3.2 `� BEDROOM #01 _ A3.1 -- HALL BRIDGING JOIST NOTE: PROVIDE ONE ROW OF BRIDGING EVERY 8'-0"OF JOIST SPAN. D C } j CLOSET NOTE: � ALL ELECTRICAL OUTLETS,SWITCHES, LIGHTING, PLUMBING&OTHER CLOSET DN MECHANICAL WORK&COORDINATION IS NOT INDICATED IN THESE - J DOCUMENTS,CONTRACTOR TO COORDINATE ALL W/HOMEOWNER. NEW MECHANICAL& ELECTRICAL WORK TO FULLY COMPLY W/NYS CODES®ULATIONS CODE COMPLIANCE NOTES: PROJECT: BATH #02 1. THE CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT / OF ALL OTHER EXHAUST SYSTEMS AND IS TO CONVEY THE MOISTURE AND THE PRODUCTS OF COMBUSTION TO THE OUTSIDE OF THE BUILDING IN ACCORDANCE WITH M1502 OF THE 2020 Li RESIDENTIAL CODE OF NEW YORK STATE. DUCTS THAT EXHAUST / CLOSET ' CLOTHES DRYER ARE NOT TO PENETRATE FIRE RATED WALLS UNLESS SUCH DUCTS ARE CONSTRUCTED OF GALVANIZED STEEL �f�J�� � ¢ ��������f "' OR ALUMINUM WITH THICKNESS SPECIFIED IN SECTION R302.5.2 1P !� ( i O AND THE FIRE RESISTANCE RATING ;S MAINTAINED. 2. PROVIDE SMOKE DETECTION,HEAT DETECTION AND CARBON MONOXIDE DETECTION PER PLANS LOCATIONS,AND AS PER CODE / SIDENCE (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY WITH R314). --- 3. WALL AND CEILING FINISHES ARE TO HAVE A FLAME-SPREAD -- — CLASSIFICATION NOT GREATER THAN 200 IN ACCORDANCE WITH R302.9.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 1035 SEBASTIAN COVE IN ACCORDANCE WITH R302.9.2. TESTING AND ALTERNATE TEST METHODS MUST COMPLY WITH R302.9.3 AND R302.9.4 MATITUCK, NY 11952 PESPECTIVELY. - ---=f ----- --- — -- 4. CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY _ WITH R702.4. OTHER FINISHES ARE TO COMPLY WITH R702.5 AND DRAWING TITLE: R702.6. 6. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. 6. COMBUSTION AIR REQUIREMENTS SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NYS CHAPTER 17. PROVIDE A LOUVER WITH A MINIMUM FREE AREA OF NOT LESS THAN 1 SQ.IN. PER 1000 2ND FLOOR BTU/HR INPUT RATING OF ALL APPLIANCES IN THE ENCLOSURE BUT r PLAN NOT LESS THAN 100 SQ_IN. CONSTRUCTION t�LAN --- �-- 7. ALL NAILING SHALL BE IN ACCORDANCE W/TABLE 3.1, 3.4A,3.5A, 3.6A&3.9A OF THE 2018 EDITION OF WOOD FRAME CONSTRUCTION MANUAL(WFCM).(REFER TO WIND LOAD DESIGN SHEET A8.1 &A8.2) SEAL& S '{ GENERAL CONSTRUCTION NOTES: ATE: 01/07/2021 � D A� E DATE: - ,� C PROJECT No.: 216801 '1' 1. CONTRACTOR TO PROVIDE ALL TEMPORARY BRACING ANDS 0p,'iIIE�Q�A� DRAWING BY: AC io — ; i 0 1 2 4 8 SHORING AS REQUIRED TO MAINTAIN EXISTING STRUCTURE FOR �� ��� s0 O,� CHK. BY: RF -- 2ND FLOOR CONSTRUCTION PLAN CONNECTION OF NEW CONSTRUCTION. qq� n, ; s ` "� DWG No: 2. THE CONTRACTOR IS TO PROVIDE WEATHER TIGHT PROTECTION SCALE: 1/4"=1'-0" TO EXISTING RESIDENCE DURING ALL PHASES OF CONSTRUCTION A1 .3 � 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS Al .3 AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE ��' 024.6-71 pQ' 1 NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. q��OF \1141 — A3.1 ....--- 09 OF 14 ROOF LEGEND ARCHITECT: ROOF CONSTRUCTION KEYED NOTES: a BUSCH ASSOCIATES -+ 1. NEW MASONRY CHIMNEY/FLUE. REPAIR EXISTING ROOFING — STRUCTURAL BEARING MEMBER, SEE PLANSARCHITECTS AROUND NEW OPENING AND PROVIDE STEP FLASHING A5 FOR REFERENCE TO TYPE; !E. STEEL,WOOp ,, . a: OR LAMINATED MEMBER. REQUIRED. REFER TO ELEVATION FOR HEIGHT OF CHIMNEY. EXTERIOR FINISH TO BE STONE VENEER.COORDINATE WITH SIZE OWNER ON FINAL MATERIAL SELECTION. LOCATION FRAMING SIZE, SPACING AND DIRECTION .,=, I, :e„ ,� '' NY f 90 WEST MAIN STREET, BAY SHORE, NY 11706 1 TEL:631.969.0900 a Mi E FL !2941 WEST SR 434,SUITE 400,LONSWOOD,FL 32779 -+ 2. STANDING SEAM METAL ROOF AT BAT WINDOW.COLOR TBD . C] O BEARING POST(ABOVE) « , , „ rW„ ., !TFL:407.979.4432 C3 © STRUCTURAL POST °IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE OF A? ENGINEER.TO ALTER IN ANY WAY ANY ELEVATION OR SECTION ITEM OINK THESE DIRAWINGSARCHITECT IF AN ITEM BEARING THE SEAL OF ANA CHITECT/ AO-0ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HISMER ITEM THEIR SEAL AND THE NOTATION'ALTERED BY" FOLLOWED BY HISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 1 REVISION NUMBER DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A3.2 REVISION TO DRAWING A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY AREA OF REVISION ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC' Q KEYED NOTE BUSCH ASSOCIATES _ _ ? CONSULTANT: GUTTER AND LEADER LOCATION ABBREVIATIONS: ---- -- ---- V.I.F. VERIFY IN FIELD R.R. ROOF RAFTER q CENTER LINE P.C. POURED CONCRETE CONT. CONTINUOUS P.T. PRESSURE TREATED --- ------- __ O.C. ON CENTER HDR. HEADER CONSULTANT.- C.J. ONSULTANT:C.J. CEILING JOIST LVL LAMINATED VENEER LUMBER F.J. FLOOR JOIST T.O.F. TOP OF FOUNDATION/FOOTING D.J. DECK JOIST U.O.N. M.C. MEDICINE CABINET F.F. (E)DECK BELOW CODE COMPLIANCE NOTES: 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1,3.3A, 3.4 CONSULTANT: AREA OF WORK LIMITED TO AND 3.7 OF THE 2018 EDITION OF WOOD FRAME CONSTRUCTION INSTALLATION OF NEW CHIMNEY/FLUE. __._.._,... ,_ ---_--- MANUAL(WFCM).REFER TO WIND LOAD/STRAPPING DESIGN -- - SHEETS WITHIN THIS SET OF DRAWINGS.) 2. FOR ROOF SLOPES,A MEMBRANE THAT CONSISTS OF AT LEAST(2) LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE _-_ —___ —� — - -- --- - —— ---- - - - - - { ----- --- _= ---— - -- USED IN LIEU OF NORMAL UNDERLAYMENT,AND EXTEND FROM ------ __.__ _ __ ___..___ ____._ _. .__._._ .. _.__ _...,,. AVE EDGE TOA POINT DIMENSIONED HORIZONTALLY 24" CLIENT: _ 71iINSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE AND AT ALL - 00 - - - -- CRITICAL VALLEY AND WALL TO ROOF INTERSECTIONS IN W I LKE & GAG L IAN O - -- -- — - - j -—_- — --_= ACCORDANCE WITH R905.1.1 AND R905.2.2. . ROOF COVERING MATERIALS IS TO COMPLY WITH SECTIONS R902, R903, R904, R905;AND IS TO BE IDENTIFIED IN ACCORDANCE WITH 1035 SEBASTIAN COVE R904.4. SUBMIT INI-ORMATION, DATA AND DETAILS. ROOF DRAINS MATITUCK, NY 11952 ARE TO BE INSTALLED IN ACCORDANCE WITH 8903.4. I ' I 4. ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH R905.2.3. ISSUES/REVISIONS FASTENERS ARE TO COMPLY WITH 8905.2.5. Description No. Date PRICING SET 11/24/2021 — . — 5. CHIMNEY&VENT SHALL COMPLY W/CHAPTER 18&CHAPTER 24. TOWN OF SO _ - -_- UTHOLD BLDG. PERMIT 01/07/2022 I II _. � — _ GUTTERS AND LEADERS: ALL GUTTERS AND LEADERS SHALL BE BAKED ALUMINUM .032" MIN. GAUGE,GUTTERS SHALL BE 5"SEAMLESS, O.G.STYLE WITH ALL RELATED AND REQUIRED ACCESSORIES.LEADERS SHALL BE MIN.2"x3", .027"GAUGE WITH CLIPS AND ANCHORS. CAULK AND SEAL ALL JOINTS. -- — PITCH GUTTERS MIN. 1/8" PER FOOT. PROVIDE PVC RECEPTORS 8" 2 ABOVE GRADE TO RECEIVE LEADERS(CLOSED CAP DESIGN). 2 - —. .__.v-._ — — 2 A3.2 - -_ — - --�' — A3.1 ATTIC DRAFTSTOPPING: — PER 302.12 2020 RESIDENTIAL CODE OF NYS — _ - - -- ------ DRAFTING STOPPING SHALL BE INSTALLED IN ATTICS AND CONCEALED ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 1000 SQUARE FEET. _ ROOF TRUSS CHORDS --- — ----- - ----- -- I - it --- ---- i - - , 5/8"TYPE"X"GYP. BD. PER CODE - W[ L K E & G AG L 1 A N O 7\j.T... ._______ RESIDENCE 1035 SEBASTIAN COVE ITU K, NY 11952 DRAWING TITLE: ---- ROOF CONSTRUCTION PLAN I SEAL ,.-s V.�'`��— DATE_— 01/07/2021 —� O,NNI EQ PROJECT No.: 216801 DRAWING BY: AC - ROOF= CONSTRUCTION PLAN [� ' ;�{fl,c�' �`� -�� CHK. BY: RF ., DWG No: SCALE: 1/4"=V-0" 024rj-1'7 ,lQ,' Al A 10 OF 14 ELEVATION LEGEND ARCHITECT: fV w T.O CHIMNEY + -- - --- -- BUSCHSCH ASSOCIATES 27-11 1/2"AFF 2 CODE COMPLIANCE NOTES: ARCHITECTS , T.0 RIDGE -_ __. 1• AL OR BUILDING FELT AND ITS INSTALLATION _._..... ...._....._._..____.__ , , I. ARE TO COMPLY WITH R703.2. NY 9a>A'EST MAIN STREET BAY SHORE 6 NY 117 , 25-11 1/4"AFF 2. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE TEL-6�1.9�9,o9oa 1 71FIL BE INSTALLED IN ACCORDANCE WITH R703.4, R903.2,AND L z941 wEsr SIR 434,SUITE 4ao, �racWaao,EE 3z779 { : TEL .4a7. 79.4432 R905.2.8. ,, I 3. WEATHER-RESISTANCE SIDING ATTACHMENT AND MINIMUM - .. THICKNESS ARE TO COMPLY WITH TABLE 703.3 1 . 1 I I I 1 "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ I_. ;„ E�IGINFER IS ALTERED,THE ALTERING ARCHffECT1 ENGINEER SHALL AFFIX TO _I L I � -, -, ----- --- r '' _ HIi54-LER (TEPA THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY r I I I :.. - ' I HIISMER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC - DIESCRIFTION OF THE ALTERATION ON THE DRAWING, THE PLANS AND l I ELEVATION CONSTRUCTION KEYED NOTES: SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS •- a _ ---- - —_ — — L— —r — — - -' A,RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID D, BUSCH, ARCHITECT, PC, THESE PLANS AND SPECIFICATIONS WILL BE THE LID 11. PATCH& REPAIR EXISTING SIDING AS REQUIRED. NEW SIDING TO SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ------ -- MA ANYONE WITHOUT WRI17EN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC' -- - - - I MATCH EXISTING. + BUSCH ASSOCIATES l (`} � 2. NEW STONE VENEER AROUND EXISTING CHIMNEY. COORDINATE -- _ I� — I WITH OWNER ON TYPE OF FINISH AND MATERIAL. (DL CONSULTAN F• I— VC SILL AT ALL 3. PVC TRIM BY AZEK OR SIMILAR. PROVIDE SOLID P WEND : I : I w l' r iI 5 -a 4. NEW CHIMNEY WITH STONE VENEER FINISH. CONTRACTOR TO INSTALL IN ACCORDANCE WITH 2O2ONYS RESIDENTIAL BUILDING SECOND FLOOR �r�..__ _ _ _ CODE&LOCAL JURISDICTION REQUIREMENTS. 10'-1"AFF iG . STANDING SEAM METAL ROOF A "� 5 T BAY WINDOW. COLOR TBD. - 3N - - CONSULTANT: 6. PVC PANEL&TRIM AT BAY WINDOW BUILDOUT. 7. REMOVE EXISTING PANEL&TRIM AND REPLACE WITH NEW PVC F C7 PANELS. _ -- -- - Z - o H- — - cn cD -< 8. WROUGHT IRON GUARDRAIL. 36"MIN ABOVE FINISH FLOOR. � _ U I + wB ,. A A O SPINDLE NOT TO EXCEED 4"O.C. COLOR&FINISH TBD BY OWNER. �: o I�I o I I _ w - _ It - ` -- REPAIR EXISTING ROOF AROUND NEW CHIMNEY CONSULTANT: _ - PENETRATION.---- --- - TION.ROOF TO MATCH EXISTING. FIRST FLOOR _.. - - I I I 0'-0"AFF co GENERAL NOTES: w U GNU I f ;r'% , • WORK LIMITED TO GROUND FLOOR ONLY.ALL OTHER-EXISTING TO X- - - i I �_; REMAIN UNLESS NOTED OTHERWISE.Z oD Z- 2ND FLOOR WORK LIMITED TO CHIMNEY& RELATED WORKCLIENT: ~ + cco i LILLx x - WILKE & GAGLIANO GRADE w w ' VARIES I GARAGE FLOOR 1035 SEBASTIAN COVE MATITUCK, NY 11952 GARAGE FLOOR -9'-6 1/2"AFF -- -- - - - --- - - - - - -ISSUES/REVISIONS --- Descrlpiion_ No. Date PROPOSED EAST ELEVATION #01 1' 0 V 2' 4' 8' PRELIMINARY PRICING SET 11/24/2021 SCALE: 1/4"=T-0"' _______ _- TOWN OF SOUTHOLD BLDG. PERMIT 01/07/2022 cV T.0 CHIMNEY 27-11 1/2"AFF T.0 RIDGE 25-11 1/4"AFF 12 2 91/2 4 - .. �i ' I _ - J / U ------ PROJECT: LID] -------- - -- ---------- Lu - - - -- 5 -- -- SECOND FLOOR 10'-1"AFF --._.. . - --- -- -- - - - - - - - - -- - I I - - - WILKE & GAGLIANO RESIDENCE o F= CJ + z - G - - ---- G � � I o o a �: o . 7 1035 SEBASTIAN COVE X I r: i , I I I - i MATITUCK, NY 11952 7-77 : 1 I I FIRST FLOOF, f A I. — - - - - - DRAWLNG TITLE: 0'-0777 "AFF „ _ -- 1 +—IN U i EXTERIOR + ¢ 0 C7 i�E i' I III ELEVATIONS > w F- + R + 5<- GRADE w w - - - - - - - — - - ------ ----- -- --- ---- VARIES GARAGE FLOOR SEAL& DATE: 01/07/2021 -8'-7"AFF PROJECT No.: 216801 GARAGE FLOOR 'CO ® �� try DRAWING AC _ - - - -- I :a:. CHK. BY: RF 1/2"AFF p .,I , 4 PROPOSED NORTH ELEVATION #02 ? DWG No: SCALE: 1/4"=1'-0" � OF N 11 OF 14 ELEVATION LEGEND ARCHITECT: 2 4 T.0 CHIMNEY BUSCH ASSOCIATES ARCHITECTS % CODE COMPLIANCE NOTES: 27-11 1/2"AFF T.0 RIDGE 1. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION .......... ARE TO COMPLY WITH R703.2. 22 i NY 90 WEST MAIN STREET, BAY S�IORE, NY 11706 25-11 1/4"AFF 2. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE TEL:631.969.090() L -7 TO BE INSTALLED IN ACCORDANCE WITH R703.4, 8903.2,AND FL 2941 WEST SR 434,SUITE 400,IONGWOOD,FL 32779 2 R90528. TEL:407,979.4482 3. WEATHER-RESISTANCE SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.3(1). JL _ J "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE ANY DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN A WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO j T,j HISMER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION I ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS ELEVATION CONSTRUCTION KEYED NOTES: BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE PATCH&REPAIR EXISTING SIDING AS REQUIRED. NEW SIDING TO SUBJECT OFA COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY oo< MATCH EXISTING. ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC + t--- BUSCH ASSOCIATES 0/ --- --- -oo< 2. NEW STONE VENEER AROUND EXISTING CHIMNEY. COORDINATE T -om< 3. PVC TRIM BY AZEK OR SIMILAR. PROVIDE SOLID PVC SILL AT ALL L WITH OWNER ON TYPE OF FINISH AND MATERIAL. CONSULTANT. T I__ __ __ ___7 70 cn WINDOWS. uj Tf INSTALL IN ACCORDANCE WITH 202ONYS RESIDENTIAL BUILDING J --< 4. NEW CHIMNEY WITH STONE VENEER FINISH.CONTRACTOR TO 5 SECOND FLOOR 10'-I"AFF -< 5. STANDING SEAM METAL ROOF AT BAY WINDOW. COLOR TBD. -------- -< 6. PVC PANEL&TRIM AT BAY WINDOW BUILDOUT. 6 D2 7. REMOVE EXISTING PANEL&TRIM AND REPLACE WITH NEW PVC 3 PANELS. 0 F_ 8. WROUGHT IRON GUARDRAIL. 36"MIN ABOVE FINISH FLOOR, X uj 15 13 12 F- I if E SPINDLE NOT TO EXCEED 4"O.C. COLOR&FINISH TBD BY OWNER. -ow< 9. PATCH& REPAIR EXISTING ROOF AROUND NEW CHIMNEY UJI CONSULTANT: PENETRATION.ROOF TO MATCH EXISTING. ILI 7 iI Li FIRST FLOOR 0'-0"AFF cn GENERAL NOTES: _j _j WORK IMITED TO GROUND FLOOR ONLY.ALL OTHER-EXISTING TO uj ao (D 0 REMAIN UNLESS NOTED OTHERWISE. z BD z CLIENT: -w • 2ND FLOOR WORK LIMITED TO CHIMNEY&RELATED WORK + Lu uj x GRADE VARIES -------)K— - -----— WILKE & GAGLIANO ft""No-olooloo.-I 1035 SEBASTIAN COVE GARAGE FLOOR -8'-7"AFF MATITUCK, NY 11952 GARAGE FLOOR ISSUESIREVISIONS 4-6 1/2"AFF PROPOSED EAST ELEVATION #01 1' 0 V 2' 4' 9 Description No. --- Date SCALE: 1/4"=T-0" PRELIMINARY PRICING SET 11/2412021 TOWN OF SOUTHOLD BLDG. PERMIT 01/07/2022 C14 T.0 CHIMNEY 27-11 1/2"AFF T.0 RIDGE 25-11 1/4"AFF ------- -------------------- ---------- + PROJEET. cn El x tih SECOND FLOOR % - --------- 10'-l"AFF 3 WILKE & GAGLIANO 3 LEI � I �a___ - I _IV_ RESIDENCE 77- _j b P: + wrn CD F- U) 1035 SEBASTIAN COVE L-----...... MATITUCK, NY 11952 loll if DRAWING TITLE: FIRST FLOOR 0'-0'AFP 0 U) LO EXTERIOR CD r1_ z z 00 < + ELEVATIONS w w GRADE 7 < VARIES No E71 F77 Eil E GARAGE FLOOR SEAL&SIGNATURE DATE: 01/07/2021 L-J PROJECT No.: 216801 -8!-7"AFF GARAGE FLOOR F7 DRAWING BY: AC CHK. BY: RF -9-6 112 AFF I .� �:-1 - "I DWG No: UE PROPOSED SOUTH ELEVATION #02 1' 0 1' 2' 4" 8' SCALE: 1/4"=1'-0" Yip A3.2 12 OF 14 ARCHITECT: BUSCH ASSOCIATES HEDULE WINDWHEDULEDOORS � ARCHITECT MANUFACTURER/ R.O. DIMENSIONS 3 NO. LOCATION INT./EXT. MFG NO DIMENSION TYPE NOTES NO. (W X H) MANUFACTURER MFG NO. TYPE 1 HINGE NOTES 1 NY 190 WEST MAIN STREET, BAY SHORE, NY 11706 " GRILLE PATTERN: SEE ELEVATIONS ------- -- ------ -- - - " TEL:63 .969.090 --- - - ----- - - GRILLE PATTERN. SEE ELEVATIONS 'a` FL TEL 407 ST S 4434'SUITE 400,LONGWOOD,FL 32779 ANDERSON 400 3-0 x 6-8 ANDERSEN MUD ROOM ENTRY EXTERIOR FWH3168AR SINGLE IN-SWING DIRECT REPLACEMENT IN EXISTING OPENING, AG T-2 "X 4'-8 (400 SERIES) TW3046 DOUBLE HUNG DIRECT REPLACEMENT IN EXISTING OPENING. G.0 VERIFY PRIOR TO ORDER. G.0 VERITY PRIOR TO ORDER. _ I NG(1 HR RATED) ANDERSEN GRI " LICENSED IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE GARAGE INTERIOR BY CONTRACTOR 2-6""x ,6-8" IN SWING METAL DOOR 3'-2 "X T-8 TW3036 DOUBLE HLNG LLE PATTERN:SEE ELEVATIONS DIRECTION OF A ARCHFTECT ENGINEER,TO ALTER IN ANY WAY ANY (400 SERIES) RE-FRAME EXISTING OPENING AS REQUIRED ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHrrECT/ 2 ENGINEER IS ALTERED, THE ALTERING ARCHrTECII ENGINEER SHALL AFFIX TO 4 CLOSET INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED WOOD-SOLID CORE _ _- ___ _ HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC GRILLE PATTERN:SEE ELEVATIONS DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND " , „ ANDERSEN 2 UNITS MULLED SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS C 6-4 X 3-8 {400 SERIES) TOGETHER TW3036 DOUBLE HUPG RE-FRAME EXISTING OPENING AS REQUIRED A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID lHR 2 UNITS MULLED TOGETHER D. BUSCH, ARCHITECT. PC THESE PLANS AND SPECIFICATIONS WILL BE THE 4 STORAGE INTERIOR BY CONTRACTOR 3'-0"x 6'-8" HINGED METAL DOOR WITH SELF CLOSER&CASK I ( RATED) SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANDERSON CUSTOM IN SWING WITH ( )CUSTOM DOOR SEE ELEVATION FOR UNIT LAYOUT ANYONE WITHOUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC FRONT ENTRY EXTERIOR ENTRY DOOR SEE ELEVATION SIDELIGHT&TRANSOM SEE ELEVATION ANDERSEN GRILLE PATTERN:SEE ELEVATIONS BUSCH ASSOCIATES (D FOR LAYOUT {400 SERIES) - PICTURE STATIONARY PANEL_ CLOSET INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED WOOD-SOLID CORE CONSULTANT: Q7 INTERIOR ENTRY INTERIOR BY CONTRACTOR 2'-6"x 6'-8" HINGED WOOD-SOLID CORE D1 V-0 "X 6'-0 ANDERSEN PTR6010 TRANSOM GRILLE PATTERN:SEE ELEVATIONS (400 SERIES) MULLED UNIT PREFERRED 0 LAUNDRY RM INTERIOR BY CONTRACTOR 2'-6"X 6-8" SINGLE POCKET WOOD-SOLID CORE SEE ELEVATION ANDERSEN GRILLE PATTERN:SEE ELEVATIONS 0 LAUNDRY RM INTERIOR BY CONTRACTOR 2'-6"X 6'-8" SINGLE POCKET WOOD-SOLID CORE D2 FOR LAYOUT (400 SERIES) - TRANSOM MULLED UNIT PREFFERED HINGED WOOD-SOLID CORE O GRILLE PATTERN:SEE ELEVATIONS PWDR RM INTERIOR BY CONTRACTOR 2'-6"X 6'-8" - 10 SEE ELEVATION ANDERSEN____.----.---.----------.-..-- D3 FOR LAYOUT {400 SERIES) MULLED UNIT PREFFERED TRANSOM ------------- 11 JULIET BALCONY EXTERIOR ANDERSON 400 FWH6068APLR 6 0"x 6,8" DOUBLE IN SWING GRILLE PATTERN: SEE ELEVATIONS ANDERSON CUSTOM " ANDERSEN GRILLE PATTERN: SEE ELEVATIONS 12 DINING EXTERIOR MULTIGLIDE SEE ELEVATION GLIDING GRILLE PATTERN: SEE ELEVATIONS D4 1 -0 "X 6-0 {400 SERIES} PTR6010 TRANSOM MULLED UNIT PREFERRED 13 LIVING EXTERIOR ANDERSON CUSTOM GLIDING GRILLE PATTERN: SEE ELEVATIONS MULTIGLIDE SEE ELEVATION _ _ _ O SEE ELEVATION ANDERSEN COtWSULTANT: GRIL ANDERSON CUSTOM D5 FOR LAYOUT {400 SERIES) TRANSOM MUPLED UNIT PREFERRED ONS 14 LIVING EXTERIOR MULTIGLIDE SEE ELEVATION GLIDING GRILLE PATTERN: SEE ELEVATIONS ANDERSON CUSTOM ANDERSEN GRILLE PATTERN:SEE ELEVATIONS MASTER EXTERIOR MULTIGLIDE SEE ELEVATION GLIDING GRILLE PATTERN: SEE ELEVATIONS E 2'-8 "X 4'-0 (400 SERIES) TW26310 DOUBLE HUNG DIRECT REPLACEMENT IN EXISTING OPENING. 15 G.0 VERIFY PRIOR TO ORDER. MASTER BATH INTERIOR BY CONTRACTOR 2'-10"X 6'-8" SINGLE POCKET WOOD-SOLID CORE ANDERSEN (2)TW210310 GRILLE PATTERN:SEE ELEVATIONS 16 �__......_____._.._�____ �__..._,.__.._._..____._.. F 6-0 X 4'-0DOUBLEHUNG DIRECT REPLACEMENT IN EXISTING OPENING. 17 MASTER BED INTERIOR BY CONTRACTOR 4'-0"X 6'-8" DOUBLE HINGED WOOD-SOLID CORE (400 SERIES) MULLED G.0 VERIFY PRIOR TO ORDER. CLIENT: COMMODE INTERIOR BY CONTRACTOR 2'-6"X 6'-8'" SINGLE POCKET WOOD-SOLID CORE SEE ELEVATION ANDERSEN TW24310+ DOUBLE HUNG+ GRILLE PATTERN:SEE ELEVATIONS W I LKE & GAG L IAN 0 18 G FOR LAYOUT (400 SERIES) TRANSOM TRANSOM 2 UNITS MULLED TOGETHER NOTE: 1035 SEBASTIAN COVE 1. ALL DOORS TO COMPLY WITH NYS CODE SECTION 308,TO PROVIDE FOR TEMPERED SAFETY SYSTEM GLASS IN REQUIRED LOCATIONS. NOTE: MATITUCK, NY 11952 2. ALL GLAZING TO BE DOUBLE PANE, INSULATING GLASS, LOW'E'WITH REMOVABLE EXTERIOR GRILLES.FINAL PATTERN BY OWNER/ARCHITECT. 3. ALL WINDOW AND EXTERIOR DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER.G.C.TO V.I.F. 1. ALL HARDWARE SHALL BE AS PROVIDED BY MANUFACTURER. 2. ALL OPERABLE WINDOWS TO HAVE SCREENS.COLOR TO BE SELECTED BY OWNER. ISSUES/REVISIONS 4. CONTRACTOR TO V.I.F.ALL HEAD HEIGHTS PRIOR TO WINDOW ORDER. 3. ALL GLAZING TO BE DOUBLE PANE, INSULATING GLASS, LOW'E'WITH REMOVABLE EXTERIOR GRILLES. FINAL PATTERN BY Description No. Date OWNERIARCHITECT. -- --- - 4. ALL WINDOWS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL NYSBC 2020, SECTION R310,TO IIOT IMPEDE EGRESS. PRELIMINARY PRICING SET 11/24/2021 q -*- 2 6 - - 5-2 -- �� 3 —* - 3 �� 6 -��- - 2 8 f 6 �� _ I I I 5. ALL WINDOWS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL NYSBC 2020, SECTION R303,FOF NATURAL LIGHT AND TOWIN OF SOUTHOLD BLDG. PERMIT 01/07/2022 PLUMBING F�ISER LEGEND - - VENTILATION. T.O.S PERMIT SET REVISION 1 02/14/2022 'm 6. ALL WINDOW AND EXTERIOR DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER. G.C.TO V.I=. - - FTq' �I 7. TEMPERED GLAZING AS REQUIRED BY NYS CODE SECTION 308. - - - - - VENT PIPING 8. CONTRACTOR TO V.I.F.ALL HEAD HEIGHTS PRIOR TO WINDOW ORDER. ABBREVIATIONS. ��-�- _ _ f M M - - SANITARY PIPING I� KITCHEN SINK �r A �,:J I O NEW EXISTING O - - VTR VENT TO ROOF _.� G N E fo � o - V VENT l_ E I' 101-1011 — --T r V VA F --�� CO CLEAN OUT WATER CLOSET 1� � SHOWER - -------------- --- _ N EXISTING NEW EXISTING 2'TT 6' 'L 2' - ENERGY COMPLIANCE NOTES: NEW EXISTING • ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF NYS ECCC. E EXISTING 3' - R RELOCATED N c co ____— [ D5 �m—D1 �I I D5 I DZ • ALL WINDOWS AND DOORS SHALL MEET ALLOWABLE INFILTRATION REQUIREMENTS OF SECTION 402.4-2. ------ LAVATORY T CLEAN OUT -- -- I FCO NEW EXISTING FLOOR SANITARY CLEANOUT 7 4"VTR - �- - - PLUMBING NOTE. O o [ i111 �� -12 — N F BATHTUB � L VENT TO ROOF °° CO - °D - -F-11 • PLUMBING FIXTURE COUNT SHOWN ON PROPOSED PLANS MAINTAINS EXISTING FIXTURE COUNT.NO CHANGE TO PLUMBING FIXTURE COUNT C° 1 -s `O • FIXTURES SHOWN ON PROPOSED PLANS ARE BASED ON EXISTING FIXTURE COUNT(CHANGE OF LAYOUT ONLY) NEW EXISTING 4"VTR ( 4"VTR 14"VTR ROOF JAL JIL JIL (E)BATH#02 ENERGY CODE COMPLIANCE (PRESCRIPTIVE COMPLIANCE METHOD) (E)BATH#01 24.V631 12'V.I.F 6'V.I.F — NT ( I REQUIREMENTS REQUIRED PROVIDED COMPLIANCE NOTES PROJECT: �� 21 I DI3 - N I I I� , 014 .�..�, l FENESTRATION I I E T E e I E I I I U FACTOR •32 .32 MIN OR BETTER COMPLIES PERFORMANCE VARIES BY UNIT SIZE&OPTIONS SELECTED Q 14 15 GLAZED I ( " E 1 I I o 5 00 - co _ _-- _ FENESTRATION .40 .40 MIN OR BETTER COMPLIES PERFORMANCE VARIES BY UNIT SIZE&OPTIONS SELECTED 2ND FLOOR I �-E._ } r i9 SHGC I 12"ID :Dj 1 112"D 1a/2' 4L"D2"DI ._.......,._.,._ ,� _ .._. ..._ ._._ _.. WILKE & GA\oJLIAN0 4p2"D I WOOD FRAME R-20 R-2' EXCEEDS AREA LIMITED TO RECONSTRUCTION OF WALL AROUND NEW& 4"D _ _ _ _ EXISTING WALL OPENINGS. RESIDENCE (E)KITCHEN (E)MASTER BATH (E)PWDR RM I - - _ ,3"V RELOCATED FIXTURES) (RELOCATED FIXTURES) (RELOCATED) i 4""D `) 314"EXTERIOR SHEATHING WITH -1' `" V .r (E) LAUNDRY ! CONTINUOUS AIR BARRIER.TYVEK OR 112"CDX PLYWOOD ?1 2i ... -'� 21 (RELOCATED) SIMILAR cli _ '"V �-- -^-I r > ( , r MATCH EXISTING SIDING SHEATHING 1035 SEBASTIAN COVE (E)BAR SINK r` ' I r I �) I I I (V)EXT. I� 1 314"x 3-1/2"AZEK TRIM. RELOCATED IN F +I> I N 1 �) ( I I r_ -�`"� 11 I FLASHING MATITUCK NY '!1952 KITCHEN ISLAND 1 r I r I I I R R APPROVED WINDOW r 1 CAULK @SILL 1 R I N I I I R I SILL CONDITION ( 3/4"'x1 112"AZEK AND JAMB SILL,PITCH AWAY FROM WALL R R R I� R I I R I I -- _ PROVIDE CAULK MATCH EXISTING SIDING DRAWING TITLE: (LAUND YJ 1; e AT DOOR FRAME DW R ( O 1 I ( BLOCKING AS REQUIRED INTERIOR CASING/TRIM 1 - 1 ST FLOOR ( PROVIDE INSULATION f —_ ' ` ' 0 _ t SIZE&PROFILE TO BE SHIM.PACE INTERIOR CASING/TRIM _ -- GRADE 2 D ICO ('O�1 112"D 1 112"' 4"D 2"D 2"D LA 4"D 1 1!2"D I 2"D !�4-CO I FINALIZED WITH OWNER @ SIZE& PROFILE TO BE r+ i! 112"PLYWOOD SHEATHING I I — "` "��' DOOR AND WINDOW - � D PER MGF 2"D 4"D D I - FINALIZED WITH OWNER _ ( I ��` 4" OVIDE CONTINUOUS AIR SCHEDULES EXIST'FAI J BARRIER BY HOMEWRAP OR j. 4"D 4"D I I�,h _ SIMILAR. BASEMENT \ L1'.y..i + N 314'"x 5 112"AZEK HEAD,ENTIRE co HOUSE -_ AZEK SILL WITH DRIP EDGE ' �-";�.•,, ,k.,, .•��'' HEAD SYSTEM TO FIT --- . I( WINDOWfD00R. f TSP SEAL&SIGNATURE DATE: 01/07/2021 CAULK @ SILL AND JAMB TO GENERAL NOTES: 4"D ___L r . _ PROVIDE CAULK ft PROJECT No.: 216801 SANITARY SYSTEM MATCH EXISTING SIDING �' WINDOWIDOUR HEAD INTERfOR CASING!TRIM SIZE& PROVIDE CONTINUOUS AIR ^' ' (STING 1. CONTRACTOR TO COORDINATE ALL PIPE AND SANITARY ROUTING WITH ALLOWABLE HOLE PROFILE TO BE FINALIZED WITH BARRIER BY TYVEK OR SIMILAR `� IE� j DRAWING BY: AC LOCATIONS AS RECOMMENDED BY JOIST AND STRUCTURAL LVL MANUFACTURERS. -- 2.CONTRACTOR SHALL UNDER NO CIRCUMSTANCE CUT, DRILL THROUGH OR NOTCH FLANGES _1 OWNER O, t�0 �� CHK, BY: RF I(I �� Ca OF MANUFACTURED JOIST SYSTEM. ! "`�---PROVIDE CONTINUOUS AIR I PROVIDE INSULATION NOTE:PROVIDE PROVIDE INSULATION ' 4$° q , �� DWG No: 3. REFER TO PLUMBING RISER FOR ALL PIPING SIZING.' BARRIER BY TYVEK OR SIMILAR. @SHIM SPACE EXTENDED JAMB AS @SHIM SPACE A" rk.P3 4.ALL PLUMBING FIXTURES AND FITTING SELECTIONS AS SELECTED BY OWNER. REQUIRED " 'r t, A7.1 V PLUMBING RISER DIAGRAM TYPICAL SILL DETAIL A WINDOW/DOOR HEAD DETAIL B TYPICAL JAMB CASING DETAIL C sir 0246�� yon' N.T.S. SCALE: 3"=1'-0"" SCALE:3'"=1'-0" SCALE:3"=l'-0" � E�9 13 OF 14 ARCHITECT: TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301.5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY DWELLINGS(2018 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS d 6 BUSCH ASSOCIATES (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE) (IN POUNDS PER SQUARE FOOT) ° " T JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO FAMILY DWELLINGS (TABLE TAKEN FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE) COMMON NAILS BOX NAILS (2018 EDITION)) STRUCTURAL MEMBER ALLOWABLE USE • '' WIND SPEED 3-SECOND GUST(MPH) DEFLECTION LIVE LOAD 110111511201130 140 150 160 17011801195 b ::� nlrl 9owESTMAINsrRFFr, PAY SHORE, NY 11706 d TFL 63L969.0900 ROOF FRAMING TOP&BOTTOM OF UNINHABITABLE ATTICS WITHOUT STORAGE 10Gl 'x" FL 2941 wEsr SR asa,sulrr acro,�onlfwOoa,Fl.32779 WOOD STRUCTURAL PANEL SHEAR b,9 RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO RAFTER TO TOP PLATE(TOE NAILED) 3-8d 3-10d PER RAFTER WALL RQUIREMENTS PANEL NAILING FINISHED CEILING ATTACHED TO RAFTERS L/180 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 rr_t.aoz.s79.aa�z (SEE TABLE 3.4A) (SEE TABLE 3.4A) REQUIREMENTS MAXIMUM ROOF SPAN(FT?,3 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 CEILING JOIST TO TOP PLATETOE-NAILED 3-8d 3-10d PER JOIST NAIL ( ) SHEATHING SHEAR WALL ROWS OF SPACING INTERIOR WALLS AND PARTITIONS H/180 BALCONIES(EXTERIOR)AND DECKS 40 "IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE (SEE TABLE 3.4A) (SEE AB THICKNESS NAILING NAILS U360 FIRE ESCAPES 40 DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN A14Y WAY ANY (IN) FLOORS ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT! CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 8-16d 8-40d EACH LAP GUARDRAILS AND HANDRAILS 200 ENGINE/HER R 19ITEM THEIR SEAT_AND THE NOTATION CTL ENGINEER Bv" FOLLOWED BY ( ) d � ENGINEER IS ALTERED.TFi�ALTERING ARCHrFECT1 ENGENEER SHALL AFFIX TO (SEE TABLE 3.9A) (SEE TABLE 3.9A) a 4 - - - - - - L- --- - - CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER 7/16"OSB OR 8d COMMON 1 - --- _____� - - -___.._ --._. AND STUCCO) U360 HIPgHER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC CEILING JOIST LAP:i OVER PARTITION(FACE-NAILED) 8-16d 8-40d EACH LAP 3 36 28 20 12 - - GUARDRAILS IN-FILL COMPONENTS' 50h DESCRIPTION OF THE ALTERATION ON THE DRAWING, " THE PLANS, AND 15/32" PLYWOOD NAILS @ 4" SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS (SEE TABLE 3.9A) (SEE TABLE 3.9A) WITH SPECIES PANEL EDGE 6 36 28 20 12 - - - - CEILINGS WITH FLEXIBLE FINISHES INCLUDING GYPSUM PASSENGER VEHICLE GARAGES a A A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND DAVID 4-10d 4-12d PER TIE ) ( 5O D. BUSCH, ARCHITECT, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE OF PLIES SPACING AND 12" - BOARD U240 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY COLLAR TIE TO RAFTER(FACE-NAILED) HAVING G?0.49 FIELD SPACING 25 4 36 36 36 36 36 32 24 20 16 12 ROOMS OTHER THAN SLEEPING ROOMS 40 ANYONE Wm ICUT WRITTEN AUTHORITY OF DAVID D.BUSCH ARCHITECT,PC (SEE TABLE 3.6) (SEE TABLE 3.6) -�- - ` --� ALL OTHER STRUCTURAL MEMBERS U240 SLEEPING ROOMS c BUSCH ASSOCIATES BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END 3 36 36 36 36 36 36 36 36 32 24 30 __� O STAIRS CONSULTANT: 6 - - - - - - - - - - EXTERIOR WALLS-WIND LOADS° WITH PLASTER OR 4a� RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END - - - - - ----- --- STUCCO FINISH H/360 a,b,c,d,e,f,g,h: 7/16"OSB OR 8d COMMON 14 4 36 28 20 12 - - - - - - WALL FRAMING 15/32"PLYWOOD NAILS @ 6" 3 36 36 36 36 24 20 12 12 - - EXTERIOR WALLS-WIND LOADSe WITH OTHER BRITTLE FOR SUBNOTE,REFER TO 2020 RESIDENTIAL CODE OF NYS, PAGE 46. TOP PLATE TO TOP PLATE FACE-NAILED 2-16d� 2-16d� PER FOOT WITH SPECIES PANEL EDGE FINISHES H/240 ( ) OF PLIES HAVING SPACING AND 12" 6 36 36 36 36 24 20 12 12 TOP PLATES AT INTERSECTIONS FACE-NAILED 4-16d 5-16d JOINTS-EACH SIDE G>_0.49 FIELD SPACING s ( ) 2 4 36 36 36 36 36 36 136 28 24 120 EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE H/120 a STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. 3 36 36 36 36 36 36 36 36 36 1 32 FINISHES SECTION R301.2.2.1 WEIGHTS OF MATERIALS g LINTELS SUPPORTING MASONRY VENEER WALLS® 0060 (IN POUNDS PER SQUARE FOOT) CONSULTANT: HEADER TO HEADER(FACE-NAILED) 10d 18d 10"o.c.ALONG EDGES _ _ _ _ _ _ _ _ _ _ TOP OR BOTTOM PLATE TO STUD(END-NAILED} 2-16d 2-40d PER STUD 14 4 36 36 28 16 12 - - - - - NOTE: L=SPAN LENGTH, H -SPAN HEIGHT (TAKEN FROM 2020 RESIDENTIAL CODE OF NEW YORK STATE) 15/32"OSB OR 10d COMMON ______ _ (SEE TABLE 3.5A (SEE TABLE 3.5A) PLYWOOD WITH NAILS @ 6" 3 36 36 36 36 32 24 20 16 12 - a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED ROOF BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, z SPECIES OF PANEL EDGE 6 36 36 36 36 32 24 20 16 12 - HEREIN,THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 ( )OR 10PSF FOR 2-16d ' 2-16d ' PER FOOT AND CEILING ASSEMBLIES ON A HORIZONTAL PROJECTION PLIES HAVING SPACING AND 12" TIMES THE COMPONENT AND CLADING ASD LOADS OBTAINED FROM ENDJOIST OR BLOCKING(FACE-NAILED) G>_0.49 FIELD SPACING 5 -- -, - -- �_... (ASD) FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY SECTION R307.2.2. 2 4 36 36 36 36 36 36 36 36 32 24 TABLE R301.2(2). DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: FLOOR FRAMING 3 36 36 36 36 36 36 36 36 36 36 1. EXIERIUR LIGHT-FRAME WUUU WALLS: 15 PSF b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST FOOT NOTE: LENGTH OF THE CANTILEVER. 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS: 14 PSF CONSULTANT. BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS)FOR PROPER c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST CDMEIINED SHEAR OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, NOT 5. 8"THICK MASONRY WALLS, 80 PSF AND UPLIFT FROM WIND. SUPPORTING EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL 6. 6"THICK CONCRETE WALLS: 85 PSF BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0.49 OR GREATER,TABULATED MAXIMUM ROOF LOAD DEFLECTION SHALL NOT EXCEED U60. FOR CONTINUOUS 7. SIP WALLS: 10 PSF LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CASE SHALL THEY EXCEED A ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, SPAN OF 36FT. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U175 FOR EACH EXCEPTIONS: JOIST ON LEDGER 1'0 BEAM(TOE-NAILED) 3-Bd 3-10d PER JOIST 3. TABULATED VALUES FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES HAVING A GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER, BAND JOIST TO JOISTEND-NAILED 3-16d 4-16d PER JOIST SPECIFIC GRAVITY OF 0.49 OR GREATER.FOR PLYWOOD WITH OTHER SPECIES, MULTIPLY THE WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL BE I ---------- --- ( ) TABULATED MAXIMUM ROOF SPANS BY 0.90, ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS,THE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN SECTION CLIENT: BAND JOIST TO SILL.OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U120. R602.10.3 ARE INCREASED IN ACCORDANCE WITH TABLE R602.10,3(4). AND BOTTOM PLATE BY 1-112"AND A SINGLE ROW OF FASTENERS SHALL BE PLA(,�D 3/4"FROM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BEe/���L� � •�, �0 ROOF SHEATHING THE PANEL EDGE. d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS if!� CT; G 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE .TOP PLATE FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. R702.1 AND R703. WOOD STRUCTURAL PANELS 8d 10d 6"EDGE/6" FIELD AND BOTTOM PLATE BY 1-112". ROWS OF FASTENERS SHALL BE 1/2"APART WITH A MINIMUM EDGE c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE 1035 SEBASTIAN COVE (SEE TABLE 3-10) DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE SPECIFIED SPACING. e. REFER TO SECTION R703.8.2. WITH CHAPTER 10. MATITUCK, NY 11952 DIAGONAL BOARD;>HEATHING 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT ISSUES/REVISIONS 1"x10"or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW / Descxlplion _- No. Date ---------- - - CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL DOOR HEADERS PRELIMINARY PRICING SET 11/24/2021 FOR ONE&TWO FAMILY DWELLINGS(2018 EDITION)) (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR TYP. PROVIDE RAFTER TO TOWN OF SOUTHOLD BLDG. PERMIT 01/07/2022 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD \ _ ONE&TWO FAMILY DWELLINGS(2015 EDITION)) "CRIPPLE"CONNECTION H2A OR EQUAL OR STRAP DETAIL WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS \ @LEFT -TABLE 3.2, 3.2A, 3.28 ( ) WOOD STRUCTURAL PANELS 8d 10d 6"EDGE/6" FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION �\ (SEE TABLE 3.10) -TABLE 3.2,3.4A, 3.46 NAILING SCHEDULE'B' : TYP. PROVIDE RAFTER TO KING -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ATTACHMENT WHEN ALIGNED OR -- STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A,3.46 RAFTERS AND KINGS TO PLATES 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS Notation / % --- -TABLE 3.17D 1/2 " ROOFING NAIL - Rough ``�-` A B C D 3"EDGE/6'" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD CONNECTIONS Opening (0.120"x1-1/2"LONG p g �`- TYP.STRAPPING NAILING AS x 7116"HEAD) -TABLE 3.7(HERDER/GIRDER);TABLE 3.8(WINDOW SILL PLATE) --------- ---- - ---- ,� -_--- __ -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY 2'-0" (1)2x4 1 1 1 PER TABLE 3.48 SHT. N-1 AT 11 GA. GALV. -TABLE 3.4,3.4A, 3.46 4'-0" c / EA. END OF STRAP ROOFING NAIL -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS/RIDGE STRAPS (1)2x4 _ 2 2 2 �I -�- - 25/32" (0.120"x1-3/4"LONG - 3"EDGE/6" FIELD -TABLE 3.6,3.6A 6-0" (2)2x4 OR(1)2x6 3 3 3 FOR NUMBER OF JACK STUDS x 3/8"HEAD) 8'-0" (2)2x4 OR(1)2x6 3 4 4 REFER TO FLOOR PLANS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD 10'-0" (2)2x6 4 5 5 B HARDBOARD 8d 8d 6"EDGE/12"FIELD 12'-0" (2)2x6 5 6 6 TYP.STRAPPING NAILING AS (SEE TABLE 3.11) Notation 5 PER TABLE 3.413 SHT. N-1 AT EA. - PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) END OF STRAPA. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO D -- - DIAGONAL BOARD SHEATHING DOORS) NOTE: 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4'PERIMETER: B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1/4"x 20 1"x10"or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ S"O.C.AT PANEL 7, HEADER HEADER �i GAUGE STEEL OR'SIMPSON' EDGES&6"O.C.AT INTERMEDIATE 4'p zo, 'R C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING EQUIVALENT CS20(COILED STRAP) PROJIECT: FLOOR SHEATHING SUPPORTS IN THE PANEL FIELD / FR�M�T kO�T e�N STUD TO END OF HEADER AT EACH SIDE ROOF SHEATHING-INTERIOR ZONE. i , r < �� C�rjN SNC D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT WOOD STRUCTURF�L PANELS / i Yp 8d COMMON NAILS @ 6"O.C.AT PANEL /! C JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT 1"OR LESS 8d 10d 6"EDGE/12"FIELD EDGES& 12"O.C.AT INTERMEDIATE APPLY TO DOORS) GREATER THAN 1" 10d 16d 6"EDGE/12"FIELD SUPPORTS IN THE PANEL FIELD /�� --- -- DIAGONAL BOARD SHEATHING 2" I L K E GAG L I A O 8d COMMON NAILS @ 6 O.C.AT PANEL 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT WALLSHEATHING-INTERIOR ZONE: NEW ROOF �' TABLE R301.2.1.2 1"x10„orWIDER 3-8d 3-10d PER SUPPORT , l' EDGES& 12"O.C.AT INTERMEDIATE �' / �� / �.,��`•� �,�'��� WIND-DORNE DEBRIS PROTECTION FAvTENING SCI IEOULE FOOT NOTE: SUPPORTS IN THE PANEL FIELD �� FOR WOOD STRUCTURAL PANELS a,b,c N RESIDENCE C✓ / y FASTENER SPACING FASTENER 4 FEET fi FEET 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES ,/ �\ '/:'i I t PANEL SPAN #8 PRE-DRILLED WALL SHEATHING-4 EDGE ZONE: � �, ,� �-.,f TYPE �PANEL SPAN <PANEL SPAN SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED.FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE �' f /' / f ;! <4 FEET WINDOW JAMB HOLE 8d COMMON NAILS @ 6"O.C.AT PANEL f I `C /` r/ <6 FEET <8 FEET PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE C.r EDGES& 12"O.C.AT INTERMEDIATEr #8 WOOD " CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. WALL '/ ,; 1/2 CD PLYWOOD SUPPORTS IN THE PANEL FIELD, PER �i SCREWS WITH 2" 16" 10" 8" PANEL 1035 SEBASTIAN COVE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE WFCM SBC TABLE 3.10 �,>�, NEW I, x l FMRFDMFNT REDUCED TO 1-16d NAIL PER FOOT. �` �' . I' #10 WOOD TYPICAL PRE-DILLED HOLE LOCATION MATITUCK, NY 11952 SCREWS WITH 2" 16" 12" 9" ROOF SHEATHING-GABLE ENDWALL RAKE: 4p y,. EMBEDMENT 1 - DRAWING TITLE: 8d COMMON NAILS 4"O.C.AT PANEL �' ,x \I " 114"LAG SCREW -�'L PER WINDOW FnGFS&4"0 C AT IINTFRMFnIATF /MFT x' �� BASE ANCHOR W/ 16" 16" 16" x M 2"EMBEDENT SUPPORTS IN THE PANEL FIELD �kTyp ---- ---- - �CqC NOTES: 0 0 FOR SIM:1 INCH=25.4 mm, 1 FOOT=304.8 mm, 1 POUND=0.454 kg,1 MILE PER HOUR=.44M/S o NAILING I N FO RMAT ON a. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH AND z MEAN ROOF HEIGHT OF 33-FEET OR LESS. NOTE: b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL Lu ° o IU 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. PANEL- a. 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH WFC;M TABLES 3.12A c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE o 0 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING MINIMUM ULTIMATE -- TABLE 3.11 RESPECTIVELY. WITHDRAWAL CAPACITY OF 490 POUNDS. SEAL &SIGNATURE DATE_ 01/07/2021 . ". � TYPICAL WINDOW PANEL (4�® PROJECT No.: 216801 DRAWING BY: AC v4 e� 0- CHK. BY: RF SHEATHING DIAGRAM WIND BORNE DEBRIS PANEL DETAIL �� 0 DWG No: ---- SCALE:N.T.S. SCALE: N.T.S. Ij 0 4671 O� F0F N��ly 14 OF 14