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Home My WebLink About51524-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51524 Date: 01/08/2025 Permission is hereby granted to: Brian Kingston 54 Warren St #2 New York, NY 10007 To: Construct additions and alterations to an existing single-family dwelling to include deck addition, window and door replacements, interior alterations and conversion of fireplace to gas. Premises Located at: 1360 S Harbor Rd, Southold, NY 11971 SCTM# 75.-7-1.2 Pursuant to application dated 11/08/2024 and approved by the Building Inspector. To expire on 01/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $502.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $602.00 Building Inspector ff04k TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 � Telephone (631) 765-1802 Fax (631) 765-9502 hh ://%NLw So utholdtownt g y Date Received APPLICATION FOR BUILDING iI \RR\'Yf�//j I1I C rt E C � Y L7 For Office Use Only k PERMIT NO. � Building Inspector: .... NOV 2024 � Applications and forms must be filled out in their entirety.Incomplete m „t ,,, lint applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:10/29/24 OWNER(S) OF PROPERTY: Name:Brian Kingston SCTM#1000-75.-7-1.2 Project Address:1360 South Harbor Road Southold, NY 11971 Phone#:646-875-2168 Email:brian.kingston@brookfield.com Mailing Address:1360 South Harbor Road Southold, NY 11971 CONTACT PERSON: Name:Jennifer Ross Mailing Address:595 North Street Manorville NY 11949 Phone#:631-484-9291 Email:jennross@rossbrosconstruction.com DESIGN PROFESSIONAL INFORMATION: Name:Nastasi Architects Mailing Address:321 Newark Street Hoboken, NJ 07030 Phone#:201-653-2577 Email:vincenza9nastasi architects.corn CONTRACTOR INFORMATION: Name:Greg Ross "Ross Brothers Construction" Mailing Address:595 North Street Manorville NY 11949 Phone#:516-322-7619 Email:gregross@rossbrosconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition SAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 4001000 Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes 9No 1 PROPERTY INFORMATION Existing use of property:YeS Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Eyes ■No IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By( Jennifer Ross int name):. ■Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) S• COUNTY OF ', ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the 4,4 (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 a�1 day of 20 Z� Notary Public Adrian A,Aragundi Notary Public,State of New York No.01AR6435316,Suffolk County PROPERTY ROPERT ''kz�'iG! iL'I L I °� $ Commission Expires June 21,2026 ��. (Where the applicant of the owner) Brian Kingston residing at 1360 S Harbor Rd., Southold NY 11971 I, , do hereby authorize Jennifer Ross to apply on my behalf to the Town of Southold Building Department for approval as described herein. signed by Brian Kingston DGglltally Brian Kingston DatrJ24.,iz ,,sssa 10/29/2024 Owner's Signature Date Brian Kingston Print Owner's Name 2 Y"o,E1,RKworkers'STATE Compensation CERTIFICATE OF INSURANCE COVERAGE Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ROSS BROTHERS CONSTRUCTION INC 595 NORTH STREET 6317724204 MANORVILLE, , NY 11949 Work Location of Insured(only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York Slate,i.e.,Wrap-Up Policy) or Social Security Number 83-3678843 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Bein Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York PO Box 1179 315.Policy Number of Entity Listed in Box 1a Southold, NY 11971 R09561-000 3c.Policy Effective Period 2/20/2019 to 10/28/2025 4. Policy provides the following benefits: ❑X A.Both disability and Paid Family Leave benefits. ❑ B. Disability benefits only. ❑ C.Paid Family Leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as descr° d above. Date Signed 10/29/2024 gy V.4AP�t (Signature of insurance carrier'_Sa"u"thordad representative or NYS licensed insurance agent of that insurance carrier) Telephone Number 212 355-4141 Name and Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4113,4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111111111111111111111111111°!�!!�°°°111°I I I CC'>1.♦CJ DATE(M /� 10/r20�4 "''�•»�''" CERTIFICATE OF LIABILITY INSURANCE THIS LERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement s. PRODUCER � I SPECIALIZED INSURANCE&SERVICES PHONE _53 204 RTE. 112 WMaIL' 8tl ASHLEYSPECIALIZEDINSURANCE.COM PATCHOGUE,NY 11772 AIC Is Auto-Home-Business-cycle-etc. — INsuRE Ai`°'waRfitraer CErerAOE N INSURERAa MARKEL INS.CO. 1301 INSURED INSURER B�� ROSS BROTHERS CONSTRUCTION INC INSURERC: 595 NORTH STREET _INSURER D: MANORVILLE, NY 11949 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. hlik"—w TYPE OF INSURANCE DO W SG1V _ POLICY NUMBER PC7LIC EFP PM10DI EXP LIMITS LTR MWDQ COMMERCIAL GENERAL LIABILITY Y Y MKLV1 PBC003902 2111/2024 2/11/2025'.EACH OCCCCUURRRENCE $ 1,000,000 A CLAIMS-MADE IX-1OCCUR P' I). Ili $ _ 300 000 MED EXP A_n ane arson) $_ 5 000 PERSONAL 8 ADV INJURY $ W1ggMe 1000 000 GEN"L AGGREGATE LIMIT APPLIES PER:� GENERAL AGGREGATE $--w_ 2,000,000 POLICY 1 J COT El LOC PRODUCTS-COMP/OP AGG $ Q QQ1J OTHER': AUTOMOBILE LIABILITYIN I avv��W ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ _ .... AUTOS ONLY AUTOS ----- �www HIRED NON-OWNED PRtJPERTY DAMAGE ..w AUTOS ONLY _ AUTOS ONLY -&0#M).r ....-.� $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ _ $ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT wwwww $ OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ (Mandatory In NH) __.If yes,desvibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) BELOW ARE LISTED AS AN ADDITIONAL INSURED FOR THE GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS WAIVER OF SUBROGATION APPLIES IN FAVOR OF THE ADDITIONAL INSUREDS. CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 11779 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD N YS F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^" 833678843 ROSS BROTHERS CONSTRUCTION INC 595 NORTH STREET �I , A MANORVILLE NY 11949 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ROSS BROTHERS CONSTRUCTION INC TOWN OF SOUTHOLD 595 NORTH STREET 53095 ROUTE 25 MANORVILLE NY 11949 PO BOX 11779 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12268 337-9 1 275490 04/01/2024 TO 04/01/2025 10/2/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2268 337-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/IWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOHN ROSS VP GREG ROSS ROSS BROTHERS CONSTRUCTION INC TWO PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK ST T SUR NCE FUND lei DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 132976855 5 ) q - �S5 4C SOF,5 REVISION _ no..:: description date ........... ................................................................................... : APPROVED AS NOTED ........... . ................................................. DATE: B.P. # ........... ..................................... . ......................................... FEE BY. -------------- ................................................................................... NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOINING INSPECTIONS: ...................................................................................€ FOi c'`.iDATION -TWO REQUIRED ........... ................................................................................... FC)ii POURED CONCRETE ........... ................................................................................... ROUGH- FRAMING&PLUMBING INSULATION ........... ................................................................................ FINAL-CONSTRUCTION MUST _........ .................................................. ............................... BE COMPLETE FOR C.O. ........... ................................................................................ ... ALL CONSTRUCTION SHALL MEET THE ...........:.................................................................................... RLOUiREMENTS OF THE CODES OF NEW Y013KSTATE. NOT RESPONSIBLE FOR ...... ................................................................................... DESIGN OR CONSTRUCTION ERRORS i - ........... .............................................................................. ..... ........... ................................................................................... .............................................................................i ...........:................................................................................... ............................................................................................... .......... .................................. .............................................: ........... ................................................................................ ...: 1 Building Department 10/29/24 ........... ..... '-----. -..........._......... ........... no. : to whom issued date — .........._............-..._...---...................................................................................................._..._......_......._._........ ISSUE ................................................................................................. OWNER Brian Kingston&Kathleen Simmonds 1360 South Harbor Road Southold,NY 11971 1360 South Harbor Road Southold, NY 11971 Block: 7 • — Lot: 1.2 ;A .s s t a s i "� rr -_ -i , architects t6lq Fin rr 9N „fir Cj� To PJ' 2t5116 o- z, , 21 newark street hoboken,ni 07030 3 t: 201-653-2577 f: 201-652-2577 www.nastasiarchitects.com NY license: 021574 NJ license:All 1550 Cover Sheet date.:.........................................................October.2.9 2024 scale: as shown 1360 South Harbor Road drawnbY:..........................................................................11P ...I........... Southold, NY 11971 checked bY. .......................................... ................JN phase: ..... ............................... ..............................................CD GOOO ©2024 nastasi architects I REVISION no. : description date; GENERAL CONSTRUCTION SPECIFICATIONS - - .... ............................. ' - : DIVISION 1: GENERAL REQUIREMENTS DIVISION 2: SITE CONSTRUCTION AND FOUNDATIONS DIVISION 6: WOODS AND PLASTICS 06100: ROUGH CARPENTRY 15255: DUCTWORK INSULATION Refer to General Site Specifications and Structural Drawings for Also Refer to Structural Drawings for additional Specifications 1. Framing fumber(studs,joists,girders,plates,sills,headers,trimmers,ridges,valleys,tail beams,etc.)as noted in 1. Provide 1 112"thick fiberglass duct wrap with foil faced vapor barrier on all supply ductwork in non-air conditioned 01038: MODIFICATION PROCEDURES additional Specifications wall type legend with extreme fiber in bending 1450 PSI,modulus of elasticity 1,600,000 PSI. spaces and other locations as shown on the drawin s. GC to veri ducts fit within o en web joists i 1. All lumber,and engineered wood products(including framing,flooring,finishes,furnishings,and non-rented 9 ( fY P 1 ) €-- •.....:...... ••-........• .......... ..................: 1. Contractors shall promptly notify the Architect of any ambiguity,inconsistency or error that they may discover SITEWORK temporary construction applications such as bracing,concrete form-work and pedestrian barriers),shall be FSC 2. Double up studs at all openings. Support headers on studs,support headers longer than T-0"on two studs each 2. All slot diffusers in floors to be continuous along openings;provide continuous blank-off extensions as required to end. maintain diffuser appearance aligned with opening in which the diffuser is located in front of.Slot diffusers in ceilin s to :... ........... •. .......... .. --....•...-. upon examination of the Contract Documents. Site and local conditions shall be reviewed on site. 1. Erosion and sedimentation controls should be installed for the duration of construction.Coin I with best certified to ensure that the wood was harvested in a sustainable manner.Chain of custody certificates should be 9 P Y 3. All wood framing members,including wood sheathing,which rests on exterior foundation walls of in direct contact align with specified openings.Review with Architect prior to installation. 2. Any interpretation,correction or change of the Contract will be made by written addendum. mana emnt ractices in the EPA's Storm Water Maria emnt for Construction Activities,EPA Document No. provided as proof of FSC certification. r vided to the Buildin Official. This g p g with masonry shall be of approved naturally durable of preservative treated wood. ........... .............................. 3. Where alternative construction to d sign is installed,certification shall be p o 9 EPA-832 R 92-005,OR,Erosion and Sedimentation Control standards and codes established b the 2. Composite and prefabricated wood products should contain no added urea formaldehyde. Y 4. Cut framing square on bearings,closely fitted,accurately set to required lines level and plumb.Secure rigidly in place 15260: PIPING INSULATION certification is to be performed by the Architect or other approved testing agency and shall be at the expense of the Delaware De artment of Environmental Protection and the Delaware State Soil and Water Conservation 3. Agrifiber products should be used in place of composite wood products wherever possible.These products ' Contractor unless otherwise agreed to in writing. P at bearings and connections. should also contain no added urea-formaldehyde. s onsibili of the Commission 5. Do not use wood shims.Use slate or structural plastic shims with full bearing for leveling on masonry or concrete.All 1. Insulate all heating hot water pipes in exterior walls,crawl spaces,basements and all other unheated s aces and 4. Construction variations from these documents by the Owner or Contractor shall be the rep ty 2. To soil should be covered or planted while piled to avoid erosion. 4. Whenever possible,wood products should be procured from local sources,within 500 miles of the project site. P I i ...............................................................................................i p earing plates to be set on flex-seal. part of basement as shown on the Mechanical Drawings. i persons making such changes. 5. General Contractor to submit to the Architect all FSC certification forms for review and approval. 6. Provide 1/2"clear space at top,end and sides of wood girders entering masonry or concrete walls. 2. All hot and cold supply piping shall be insulated to prevent heat loss and condensation. i ................................................................................................ SITE GRADIN 7. Provide minimum of 2"bearing for all wood structural members. 3. Insulation with a thickness of no less than 1 1/2"shall be installed on any space heating distribution piping located 01060: REGULATORY REQUIREMENTS TIMBER: - 1. Rough site grading,including the repositioning of all excavation soil,shall be done by the Contractor,as 1. All wood framin shall conform with the latest standard of AITC in connection wfth the manufacture,fabrication, 8. Set all normal joists with camber up. outside of a conditioned space. directed b the Owner and Landsca a Architect as indicated in these Construction Documents.To soil g " ' "' " "' - ' e of New York State"and other re ulations ordinances utili Y P p deliv and erection of all wood members. 9. Notches in joists,rafters and beams shall not exceed one sixth of the depth of the member,shall not be longer than 4. Insulation with a minimum thickness of no less than 3/4"shall be installed on any service water distribution piping 1. Work shall comply with the"2020 Building Cod 9 �' should be stripped before any excavating is started and piled at a location indicated by the Architect.Provide one third of the depth of the member and shall not be located in the middle one third of the s an. that is reater than 3/4"in diameter. companies and all governmental agencies having jurisdiction,most recent edition. " xi i t soil as re ured to within 1"of finish 2. Wood framing where called for on drawings shall comply with National Design Specifications for stress grade p g : .. ------------- -------------••-.. •....... �. ........... ........... 2. All electrical work to be in accordance with and conform to"The National Electrical Code/2017,"including all rough grading within 6 of finished grade and spread the a st rig op q 10. Wood floor joists within 18"of finished grade,wood girders within 12"of finished grade,wood framing and lumber and its fastenings and shall be as follows: grading plan. sheathing within 8"of finished grade,and wood siding within 6"of finished grade shall be of approved naturally durable 15400: PLUMBING -------.--.:...•...............................................................................: subsequent revisions and amendments thereto. 2. Finished grading shall be the responsibility of the Contractor. Base Values for Douglas Fir-Larch 3. All mechanical work to be in accordance with and conform to the"International Mechanical Code/2018,"including x v ion soil as directed b the Owner for fill on the site. The Contractor (Surfaced Dry at 19%maximum M.C.)-No.2. or preservative treated wood. : 3. The Contractor shall move the a ca at y " " - 11. In all walls greater than 8'-0"in height,run continuous studs for full height of wall. Above 15'-0"in height run double 1. The use of lead solder is prohibited on installation of potable water systems. °- .. .....:---- --- ------.- ..- - ------- --- ---- .... all subsequent revisions and amendrrients thereto. shall remove excavation soil that is not needed for fill on this site. Extreme Fiber Stress in Bending Fb (Single member use)-875 PSI 4. All construction work to be in accordance with and conform to the"International Fuel Gas Code/2018"including Tension Parallel to Grain"Ft"=575 PSI studs entire length. 2. All waste lines are to be PVC schedule 40. all subsequent revisions and amendrrients thereto. 4. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of 12. Keep wood framing min.2"away from flues,chimneys and fireplaces,and 6"away from flue openings. 3. All water supply lines are to be type"L"copper. ...........:....I.........• -1-...........I... ......-------- . . ... I not less than one unit vertical in twelve units horizontal 1:12 for a minimum distance of 8 feet measured Compression Parallel to Grain"Fc"= 1300 PSI ith rid conform to"2020 Plumbin Code of New York State,"includin all ( ) = 13. Clearance to combustibles: The exterior surface of fireplace walls shall have a minimum clearance of 4"to 4. Contractor to be responsible to check soil pipe height and location and to adjust to job conditions. 5. All plumbing work to be in accordance w a g 9 Horizontal Shear"Fv" 95 PSI - perpendicular to the face of the wall or an approved alternate method of diverting water away from the " combustible materials. Combustible materials,including framing and sheathing,shall have a minimum clearance of 2" 5. Potable waters stem is to be rotected from contamination b use of back flow reventers subsequent revisions and amendments thereto. Modulus of Elastici E =1,600,000 PSI Y P Y p as conditions required. rm to ortions of buildin electrical and mechanical foundation shall be used. Consideration shall be given to possible additional settlement of the backfill when ty from the exterior surface of smoke chamber walls. Combustible material attached to a fireplace face,such as trim and 6. All hot and cold supply piping shall have air chambers to prevent water hammering. 6. All Fire protection work to be in accordance with and confo p g, .. ....... ................................................................................... ildin ode of New York State"and other re ulations sti ulated b establishing the final ground level adjacent to the foundation. mantels,shall have a minimum clearance of 12"above a fireplace opening. 7. Supply and waste line sizes shall conform to the following. subcodes to the extent delineated in"2020 Bu g C 9 P Y ALL EXTERIOR GRADE LUMBER TO BE TREATED ARSENIC FREE".CCA-TREATED LUMBER IS 5. Gravel driveways and parking areas to be a 2"fine gravel topcoat over a 4"301 granular base as required 14. Wall sill plates,shall be sized and anchored to foundation walls at intermediate intervals as required to resist wind Fixture HW CW Drain Trap Vent i UNACCEPTABLE.ACCEPTABLE ALTERNATIVES ARE AS FOLLOWS: - - - agendes having jurisdiction in the State of New Jersey,most recent a Ilion. to obtain a final minimum base of 6".Compact to 95%density. uplift. Anchor bolts shall be a minimum diameter of 1/2". The bolts shall be embedded in poured-in-place concrete or 7. All Energy subcode work to be in accordance with and conform to"2020 Building Code of New York State",most 6. Contractor to provide and coordinate installation of permanent water,sewage,electrical,cable TV, i.BORATE TREATED WOOD BY PAC-BOR/ADVANCE GUARD grouted unit masonry foundations to a depth of not less than 10". There shall be a minimum of two 2 anchor bolts er Water Closet - 1 2" 4"* - recent edition,including all subsequent revisions and amendments thereto. I one services and other utilities as re ured to the residence via under round insulated trench as shown 2.ACQ TREATED WOOD BYACQ PRESERVE AND NATURE WOOD ( ) P / 3, 8. Wherever drawin s state to be"Certified,test re orts conducted b an a roved testin a en shall be to eph q g section of plate and anchor bolts shall be placed 12"from the end of each section of plate with intermediate bolts Sink 1/2" 1/2" 1 1/2" 1 1/2" 1 1/2" 9 P Y PP 9 g cY on the Construction Documents. 3.COPPER AZOLE TREATED WOOD BYARCH WOOD PROTECTION spaced a maximum of 6 feet on center one-and two story buildings and not more than 4 feet on center for buildings Stall Shower 1/2" 1/2" 2" 2" 1 1/2" provided to the Architect at the expense of the Contractor. 4.NATURAL CEDAR BJOR IPE :..............................................................................................: over two stories in height. Laundry Tub 1/2" 1/2" 1 1/2" 1 i/2" 1 1/2" : : 9. Design loads are as follows: LANDSCAPING 15. Headers to be(2)2 X 10's unless otherwise specified on architectural drawings. *3"PVC pipe may be used if approved by local Plumbing Sub-Code Official Dead Load=20 PSF+structure 1. The Contractor is to dear the site only within the construction line and is to protect all trees,shrubs and Exterior Siding,Decking,exposed wood,trim,fascias to be Sustainably Harvested'wood.Refer to Exterior Materials Live Load=40 PSF other ve etation which are to remain.Veri tree removal with Owner and Landsca e Architect rior to an and Finish Schedule for additional Specifications. t . 10. Contractor shall conform to all National,State,and Local codes,even in the event of conflicting requirements in g ty p p y 06430: WOOD STAIRS AND HANDRAILS 15440: PLUMBING FIXTURES - - construction.Trees and stumps are to be removed from the site and are the property of the Contractor. the Specifications and Plans at no additional cost to the Owner. 06172:PREFABRICATED WOOD JOISTS AND TRUSSES 3. The Contractor shall rotect all lants that are to remain as per Site Protection Specifications as prepared 1. Minimum headroom at stairs shall be as er International Buildin Code,most recent edition. 1. All lumbin fixtures to p P Refer to Structural Drawnn s for additional S ecifications for: p g P g be selected by the Owner in conjunction vnth the Architect. Refer to the Plumbing Fixture 9 P 1 Building Department 10/29/24 11.Contractor is responsible for obtaining all necessary permits,approvals,and Certificates of Occupancy. by Landscape Architect. If none are provided the Architect shall prepare such Specifications as an 2. Maximum riser height and minimum tread depth shall be as per International Building Code,most recent edition. Schedule. : ENGINEERED WOOD JOISTS :.........................................................................I. addendum to these Construction Specifications. 3. All decks,steps,platforms,landings,etc...raised 3 or more risers shall be in accordance with the International 01100: SPECIAL PROJECT PROCEDURES PARALLEL STRAND LUMBER(PSL) Building Code,most recent edition. 15770: RADIANT FLOOR HEATING n0. to Whom Issued date LAMINATEDVENEER LUMBER(LVL) :._...._..._......_:......................................................................._...--......_..._............--..._.___.........._._...-_........ .. 1. Work shall coin I with the"2020 Buildin Code of New York State"and other re ulations,ordinances,utili FOUNDATIONS 4. The triangular openings formed by the riser,tread and bottom rail at the open side of a stairway shall be in -" ISSUE p y 9 9 tY LAMINATED STRAND LUMBER(LSL) accordance with the International Building Code,most recent edition. 1. A complete new radiant floor heating system is to be installed in all habitable spaces of the first and second floor. companies and all governmental agencies having jurisdiction,most recent edition. 1. All footings shall rest on assumed soil of 2 tons per square foot(2000psi minimum)bearing capacity minimum OR shall meet the specifications provided by the Geotechnical Engineer and Structural Engineer for 5. Guardrails and handrails shall be designed and constructed to the structural loading conditions in International 2. The new radiant floor heating system will be as specified in the Mechanical Specifications complete with mixing in No Contractor nor Subcontractor shall commence work under this Contract until he/she has provided proof c the specific site and soil capacity. A Soils(Geotechnical)Engineer,paid for by the Owner or Contractor,must 06060: CONNECTORS AND SUPPORTS Building Code,most recent edition. valves,pipe manifolds,circulator,PEX tubing,fittings,electronic controls,room stats,wiring junction zone control, insurance of such character and in such amounts as will provide adequate protection for the Owner,the Architect, verify all footings prior to pouring any concrete footings. the members thereof,and their successors,all agents,officers and servants of the Owner,and the Contractor and ti s o is ed off e hand and are to be ins ected b the Architect En ineer rior 1. Provide bridging of joist of not less than one row for every eight feet of span. WOOD FINISHES AND TRIM control XRMR,ties,and all other related accessories for a complete operational systems. Subcontractor against all claims,liabilities,damages and accidents. Such insurance shall remain in force 2. All footing excava on t be fin h y p y / 9 P 3. The system manufacturer will provide all calculations,design and layout as a service to the installing contractor. 2. All joist hangers to be galvanized metal and secured with galvanized nails as specified by manufacturer of to the placement of concrete. 1. The wood of the interior trim shall be selected by Architect&/or Owner,finishes(where applicable)to be determined. throughout the fife of this Contract. 3. All filled areas shall be compacted layer by layer to not less than 95%of the maximum dry density when hangers being used. Shall comply with IBC. 2. Samples of all wood trim and finishes shall be submitted to the Architect for review and a roval 'or to the orderin ................ •.. ... ...--. -- -- ---.--.---- -- -- ------.--•-• •.--.............• •••• 3. Each Contractor must maintain all liability insurance and Workmen's Compensation as required by law,and insure 3. Exterior walls shall be braced as per IBC. PP � g DIVISION 16: ELECTRICAL tested in accordance with ASTM D1557. of the trim for this project. OWNER tools,materials and equipment. 4. The excavation outside the foundation shall be backfilled with soil that is free of organic material, a. Nailing to be in accordance with IBc. Refer to Electrical Drawings for additional Specifications 4.The Owner will obtain the necessary homeowner's insurance to cover work incorporated into the job. 4. Exterior trim shall be clear select,exterior grade approved wood,species and finish to be determined by Architect. Brian Kingston&Kathleen SimmondS 5. Each Contractor by making his/her bid represents that he/she has read and understands the Contract Documents construction debris and large rocks. The backfill shall be placed in lifts and compacted in a manner which and his/her bid is made in accordance therewith;and that he/she visited the site and has familiarized himself/herself does not damage the foundation,the waterproofing or the damproofing and drainage material. EPDXY ANCHORS DIVISION 7: THERMAL AND MOISTURE PROTECTION 16050: BASIC ELECTRICAL MATERIALS AND METHOD Sout South Harbor Road 5. Backfilling against foundation walls shall not be permitted until the floors or roof they support have been SOUthold, NY 11971 with the local conditions under which the work is to o performed;and that his/her bid is based upon the materials, completely installed unless otherwise approved by Engineer. 1.All epoxy anchors specified on the plans shall be by one of the following manufacturers and should be installed 1. All fixtures to be selected by Owner in conjunction with the Architect. See Lighting Fixture Schedule. systems,and equipment described in the contract documents without exceptions. 07100: WATERPROOFING AND DAMPROOFING 2. All wirin to be in accordance with N.E.C.,most recent edition. 6. The Contractor shall perform a subsurface soil investigation to determine the possibility of the ground per the manufacturer's recommendations: 9 _ water rising above the proposed elevation of the floor or floors below grade. If a hydrostatic pressure 3. All electrical,telephone,and data construction work to be done in accordance with and conform to the N.E.C.,most 1. Install damproofing from top of footing to above ground level as follows: 01400: QUALITY REQUIREMENTS condition exists,notify Architect immediately and prior to proceeding! Waterproofing methods must be a Hilti"hit c-100 epoxy adhesive anchor larr#24919,icbo#4016 recent edition,including subsequent additions and amendments thereto. a. Prepare surface-fill all voids with bituminous material. 4. Contractor shall receive,handle,assemble,install and connect light fixtures,including initial lamps. installed.No footings shall be placed in water, b. Cove at footing. CONSTRUCTION WASTE 7. Place fill under slabs in 8"layers,compacted to 95%density. The grade shall be stripped of all topsoil and Hilti"hit by-150"epoxy adhesive anchor larr#25251 icbo#5193 5. All visible electrical equipment such as switches,duplex outlets,cover plates and floor mounted outlets shall be All construction waste should be separated and diverted from landfills by recycling.The following materials should be deleterious material before I in fill. c. Two coats bituminous damproofing at unexposed surfaces. app y g installed by competent mechanics in a first class manner. recycled at a minimum:land-clearing debris,asphalt,concrete,cardboard,paper,block and brick,gypsum drywall, 8, All column footings shall be centered under column centerline unless otherwise noted. b Ramset"epcon system ceramic 6"epoxy anchor larr#24975,icbo#4285 6. Notify Architect immediately(Prior to lighting installation)of any discrepancy or questions regarding lighting intent. metal,paint,plastic,clean wood,beverage containers(glass,aluminum cans,plastic bottles),and general refuse.At 07200: INSULATION 7. Upon completion of work,Electrical Contractor to supply all pertinent information in electrical panel to Architect and least 75%of construction waste(measured by weight)should be recycled.Separation can occur on site or be DIVISION 3: CONCRETE performed by a waste hauler/recycler.The General Contractor should document recycling effort by keeping track of c Simpson strong-tie epoxy-tie'adhesive anchor lair#25185,icbo#4285 Owner. (i.e.Which breakers control which circuits/rooms/etc.). 1. All e/ insulation to be cellulose made from newsprint that is up to 80%post consumer material. 8. No floor mounted outlets shall be connected to lighting circuits. Refer to Structural Drawings for additional Specifications Add/Alt/l=3.7-3.8 waste stream by weight and final destination(recycling or landfill). d Convert operations"damsel"epoxy system lair#25029,icbo#4846 Add/Alt: All insulation to be Mineral Wool Batts w/an R-value/in=4.2 16120: WIRES AND CABLES CONSTRUCTION INDOOR AIR QUALITY Concrete should have a recycled content of 25-35%of the total cementitious material,using fly ash and/or 2. All rigid insulation to be mineral wool batts. R-value/in=4.2 A high level of indoor air quality should be maintained throughout construction.Absorptive materials(including but slag. 2.Continuous special inspection by a registered deputy inspector is required for all epoxy anchor installations. Add/Alt:All rigid insulation should be EPS(expanded polystyrene) 1. All interior wiring to be"Romex"with ground or alternate as approved by Architect. not limited to masonry units,lumber,finished architectural woodwork,flush wood doors,gypsum board,and FRAMING LUMBER 3. Spray-on insulation should contain no CFCs or HCFCs. _ insulation)should be stored so as to avoid contact with water.All HVAC system equipment should be covered 03010: CONCRETE MATERIALS 4. Refer to ResChedk or ComCheck Reports for this specific project prepared by the Architect. 2• All wiring to be as per article 517 of the N.E.C. and/or sealed to avoid contamination and exposure to water during construction.If HVAC equipment is in operation 1.All structural lumber shall be Douglas Fir of the following grades,conforming to standard grading rules for the during construction,filtration media should be changed prior to occupancy.If possible HVAC equipment should be 1. A I concrete shall be controlled concrete complying with all ACI Building Codes. west coast lumber,no.16,unless noted otherwise. 07270: FIRESTOPPING 16505: LENSES,LOUVERS AND ACCESSORIES operated with a 100%outside for a two week period after substantial construction is completed and before 2. Refer to Structural Specifications for ultimate minimum compressive strength of concrete. 1. Draftst rn and firesto m to be in accordance with International Buildin 1• All receptacles to be grounded type. Bottom of base receptacles plate to be 6"A.F.F.,unless otherwise noted on occupancy to flush out dust and VOCs,after this flush out filtration media should be changed. 3. Curing: Concrete(other than high-early-strength)shall be maintained above 50 degrees F.and in a moist rafters,joists,plates no.2 oPP 9 PP 9 g Code,most recent edition. Construction Drawings(refer to Interior Elevations). condition for at least the first seven days after placement. 2 x and 4x beams,stringers and headers no.2 2. Bottom of all wall switches to be at 36"A.F.F.,unless otherwise noted on Construction Drawings(refer to Interior 1.All labor and materials to carry out fully the intentions of the Plans and Specifications are part of the Contract, 4. Placed concrete shall be consolidated with mechanical vibrating equipment supplemented by 6 x and 8x beams,stringers and headers no.1 07300: SHINGLES AND ROOFING TILES Elevations). whether or not specifically documented. Contractor shall provide and install each item mentioned,indicated or hand-spading,rodding and/or tamping. posts and timbers no.1 3. All receptacles and switches are to be selected by the Owner and Architect. implied to achieve the intended building according to the methods of best construction practice. In no event is any 5. When construction joints are used in slabs,walls,or beams they shall be located at points of minimum studs const.grade 1. EPDM roofing should be white,Energy Star compliant,and have an emissivity of at least 0.9. 4. Contractor to provide all switches and receptacles U.O.N.,Color:TBD by Architect. article,operation,method or material to fall below the standard set by the FHA Minimum Property Standard for One shear and shall be keyed. blocking and stripping stud grade 2. EPOM roofing as per Manufacturer's Specifications. and Two Living Units,latest edition. 6. Slabs on grade to be poured in alternate bays of not more than 900 Sq.Ft.and 30 feet in any direction or 5. Contractor shall be responsible for all electrical connections for the kitchen appliances. 2. The Contractor shall herewith agree to furnish only labor,materials and workmanship which are first class.Should sawcut to same area requirements immediately after concrete has sufficiently hardened. 2.Plywood for roof sheathing shall be CDX unless noted otherwise.use exterior type,minimum c-c grade,where Additional General Notes any trouble occur to the installation due to defective workmanship or materials within one year from the date of 7. No horizontal pour stops are permitted in concrete walls.Provide vertical pour stops in walls at 50'-0" plywood is exposed to weather.Plywood for floor sheathing shall be CDX,unless noted otherwise.All plywood shall 07600: FLASHING AND SHEETMETAL acceptance,the Contractor shall repair same without cost to the Owner.This guarantee shall apply to general maximum spacing. conform to u.s.product standard ps 1-95.Each sheet of plywood shall be identified by a registered stamp or brand 1.All material and workmanship shall conform to the to the drawings and specifications. construction and trades.This shall in no way void or limit any extended warranty for service,equipment,etc. 8. Provide 3/8"chamfer at corners of all concrete beams and columns,except as directed by Architect. of the Douglas Fir plywood association. 1. Provide 16 oz. d at of er loca aluminum metal(color t.b.d.)flashing across top and sides of exterior window and door openings,and at other locations where needed. 2.During the construction period,the contractor shall be responsible for the safety of the building.The contractor shall - 3. All work performed as a part of this Contract is to be guaranteed by the Contractor and/or Subcontractor and to 2. Flashing shall be installed: at wall and roof intersections; wherever there is a than a in roof slo of direction; and be free from defects on material and workmanship for a period of one(1)year from the date of substantial 03100: CONCRETE FORMWORK 3.All wood bearing on concrete shall be pressure treated Douglas Fir. 9 Pe provide adequate shoring,bracing and guys in accordance with all national,state and local safety provisions.any th completion of the work:the Contractor and/or Subcontractor agrees to return to the job and make repairs and/or 1. Bottom of frost footings to be as per drawings. If the depth is unclear,Contractor shall notify Architect around all roof openings. deviation must be approved prior to erection. 13 6 O S O U l 1 1 replacement to such defects at no cost to the Owner. prior to completion of footing formwork installation. 4.Studs over 10 feet in height or supporting 2 floors and a roof must be 2 x Us at 16"o.c unless otherwise noted.For 4. The Contractor is to guarantee the water tightness of the structure for two(2)years after the completion of the 2. All exposed concrete to be formed with clean metal forms for high-end polished architectural concrete studs greater thanl6 feet,see plan.Studs in cripple walls less than 4 feet in height may match the studs above. DIVISION 9: FINISHES 3.Drawings indicate general and typical details of construction where conditions are not specifically indicated but are of contract. finish. General Contractor to submit finish&color samples to Architect prior to commencement of poured r r d 5. All materials are to be installed in strict accordance with the manufacturer's recommendations and are to be new concrete. similar character to details shown,similar details of construction shall be used subject to review by the architect. �I b O I R O�ti and free of defects. 5.Provide 2x solid blocking between joists and rafters at all supports.Blocking shall be one piece and be the full 09250: GYPSUM BOARD 6. Wherever the quality of the material or work called for in the drawings does not agree wth that called for in the 03200: CONCRETE REINFORCING depth of the joist or rafter. 4.All details designated as standard or typical shall occur in addition to any other specific detail called out. 1. Gypsum board should contain 100%recycled content for both the gypsum itself and the paper facing. SOUtIl01d, NY 11971 s ecifications,the better of the two materials or work shall be irstalled or performed. 6.Cross bridging shall be provided at 8'-0 on center maximum for all joists and rafters more than 8'deep. 2. Gypsum board should be procured locally,within 500 miles of the project site. 5.All information shown on the drawings relative to existing conditions is given as the best present knowledge,but P 7. No deviations from the Contract Documents and Specifications shall be made except through established 1. All reinforcing bars shall be new billet steel,deformed type,ASTM A615 Grade 60 and shall comply with all ACI 3. A minimum of 64 s.f.of 5/8"FIRECODE gypsum wallboard shall be applied to ceiling located above central heating 9 Y• without uarantee of accurac Where actual conditions conflict with the drawings,they shall be reported to the architect Change Order Forms to be transmitted to and signed by the Architect and the Owner. code requirements. 7.Provide double joists under partitions,which are parallel to the joists. system(boiler,furnace,etc.). so that the proper revisions may be made.Modification of details or construction shall not be made without written 2. Provide minimum reinforcin in all concrete as er ACI buildin code re uirements.Unless otherwise noted all 4. Provide water-resistant gypsum board on walls and ceilings in bathroom. Concrete composition board shall be used approval of the architect. 8.The Contractor is to submit sampla�s or catalog cuts of all viable materials and equipment for the Architect's and 9 P 9 q Designer's approval prior to installation.The work shall be in accordance with the approved samples. detailing,fabrication,and placing of reinforcing steel shall conform to the Manual of Standard Practice for Detailing 8.Provide solid,full blocking under partitions which are perpendicular to the joists. at all tiled wall and ceiling areas. BIOCk: 7 9.The Architect shall be the final judge of the quality of the workmanship and reserves the right to reject any work Reinforced Concrete Members. 5. G psum board shall be fastened with a y pproved screws spaced as per local and regional Building Code,most recent he/she considers unacceptable. 3. Length of reinforcing splices shall conform to ACI building code requirements,but in no case shall be less than 30 g Top plate of all stud walls shall be two pieces the same size as the studs.Splices are to lap N-0 minimum and be edition. Lot: 1.2 10. Details and dimensions,shown in any section,apply to all similar sections unless otherwise noted. bar diameters or as otherwise approved by Engineer. nailed with 1216d nails minimum each side of joint. 6. Provide gypsum board in thickness indicated in maximum lengths available to minimize end-to-end joints. 4. Welded Wire Mesh: ASTM A185,in flat sheets,unfinished.Wire Mesh reinforcement shall be welded smooth wire 7. Provide su p y g g 11. These drawings were prepared v✓ith the intent that the Work shall be performed by a qualified General g Y g p ap gyp m board to coin I with local and re ional Buildin Code,most recent edition. � ^ � � � ^ I Contractor. fabric conformin to ASTM A185-79 with a ield stren th of 60,000 si.Wire Mesh Reinforcement shall 1 one full 10.All nails shall be common,box or sinker.Nailing shall be per chapter 25 of the uniform building code. 8. Provide and install corner bead where required in compliance with ASTM C 840. Q J 12. All Work shall be in conformance with all codes and regulations of any Federal,State,County or Municipal mesh+2"and be securely wired at each side and end. 9. All joint treatments to be from a single source and to comply with ASTM C 475,ASTM C 840,and both gypsum board agency having jurisdiction over such work. 5. Concrete protection(minimum)for reinforcing steel shall be as follows: 11.Bolt holes in wood shall be 1/32"to 1/16"larger than the nominal bolt diameter.All bolts shall have standard cut and joint treatment manufacturers'recommendations. a r C h I t e C t S 13. All Work is to be performed by qualified mechanics and technicians and shall be of the highest levels of washer under head and nut unless otherwise noted. 1 P PP ant coin our s to e a lied in three coats and sanded. craftsmanship. (a)SLABS.............3/4" (d)WALLS,INSIDE FACE....................1" 10. Joint tape to comply with ASTM C475,perforated type. b BEAMS........1-1/2" e WALLS,EXTERIOR FACE AGAINST EARTH ....2" 12.All bolts shall be re-ti htened nor to the a lication of sheathin laster etc. 11. Partitions to be sum board of thickness s ecified in construction documents,to ed,s added,sanded and 14.The Contractor is responsible for laying out the Work and that of the Subcontractors;verifying all measurements, ( ) ( ) ( ) g p' pp' g,p 9YP P p P dimensions and sizes;checking all elevations and coordinating all floor elevations and details.In the event of a (c)COLUMNS....1-1/2" (f)CONCRETE PLACED ON EARTH....3" painted,unless otherwise noted in provided finish schedule. discrepancy,the Contractor shall consult with the Architect before ordering any material or performing any work. 13.Structural members shall not be cut for pipes,etc.unless specifically detailed. 12. Metal trim and accessories: Standard types of galvanized steel,of sizes required to suit conditions of installation, 15.The Contractor is responsible for the scheduling and coordination of all work that is to be completed under this 03250: CONCRETE ACCESSORIES similar and equal to those by United States Gypsum. Casing beads and edge trim shall be spackle L,USG 801 B series, �C'� contract. Coordination includes but is not limited to the scheduling of all necessary Subcontractors,public utilities, 14.Wood studs may be notched to a depth of 25%of the width maximum,except interior nonbearing studs which and comer beads be Durabead Reinforcement,or approved equal.e int CN�Yijrt��1 inspections,materials suppliers,etc. 1. All exposed exterior concrete shall contain an air entraining admixture conforming to ASTM C260. Concrete shall may be notched to 40%of the width maximum.Studs may be bored to 40%of the width maximum,except interior q 16. Any discrepancies between the drawings and site conditions,and any incongruities present within these have an air content of 6%+/-1/°. nonbearing studs and doubled bearing studs(provided no more than two successive doubled studs are bored) 109900: PAINTING AND STAINING �� ~7 drawings are to be brought to the attention of the Architect as soon as they are noticed and prior to continuation of 2. All concrete shall have a minimum cement content of 564 pounds per cubic yard,maximum slump of 4"+/-1"and which may be bored to 60%of the width maximum.Bored holes shall not be located at the same section of a stud as N t shall contain a water reducing admixture conforming to ASTM C494(Eucon WR-75 or equal). Water reducing a cut or a notch.In no case shall the ed a of a bored hole be nearer than 5/8"to the ed a of the stud. All amts and stains should conform to the followin VOC levels: . ;. { the work. 9 9 p 9 17. During the course of the Work,conditions may be found that require Architectural or Engineering intervention. It admixture shall not contain any chloride ions added during manufacture. 1.Non-flat paint including primers:150 g/L. . 3. Provide 10 mil of eth lene va or barrier direct) under slabs on ground w/4"pourous gravel fill. t w tl at fl r ilin s nd roof.fire sto s shall be x nominal 2.Flat aint includin rimers:50 *'1 is the responsibility of the Contractor to bring such conditions to the attention of the Architect and the Owner P Y Y P Y 15.Provide fire stops at all intersections of s ud a s oo ce g a p 2 P g p g/I ��';"i"" immediately following discovery and prior to commencement or continuation of Work. thickness of wood and shall be the full width of the enclosed space.Place fire stops at maximum spacing of 8'-0 in 3.Sanding sealers(non-lacquer):550 g/L. 1 18.The Contractor must protect all existing work,utilities,or any other existing property and shall repair any DIVISION 5: METALS each direction and at the same lines as the fire stops in adjacent walls. 4.Sealers(including dear wood sealers):400 g/L. s'il�, Zf511% .�Og, damages to the building or site resulting from his work. Refer to Structural Drawings for additional Specifications 5.Stains,dear:550 g/L. 19. Job Site Clean-up: 6.Stains,semitransparent:550 g/L. A. The Contractor is responsible for the complete removal and disposal of all debris and discarded material. Structural steel should be procured from local sources,within 500 miles of the project site. MANUFACTURED LUMBER 7.Stains,opaque:350 g/L. Transport materials removed from construction and legally dispose of off site.The interior and exterior of the 8.Varnishes:450 g/L. 321 newark street hoboken,nj 07030 site shall be swept clean at the end of each working day.There shall be no visual obstruction to the site or STRUCTURAL STEEL AND MISC.IRON: 1.Microllam LVL all microlfams specified are manufactured by the Trus Joist Macmillan corporation.larr#24878 icbo 9. General Contractor shall be responsible for all painting and staining. adjacent properties.The condition of the site shall be maintained in an orderly manner.Leave site in a broom 1. The Structural Steel Contractor shall submit complete shop drawings to the Architect for review by the Structural ner-119 10. All surfaces scheduled to be painted or stained shall be thoroughly cleaned and properly prepared. t: 201-653 2577 f: 201-652 2577 clean condition at the end of each work day.Do not close or obstruct streets,walks,or other occupied or Engineer prior to fabrication and installation. 11. All surfaces of wood,gypsum board and trim throughout the interior areas of new construction shall be painted or www.nastasiarchitects.com used facilities. Secure all necessary permits. 2. The Structural Steel Contractor shall verify the foundation construction for anchor bolt location,elevation of top of 2.Parallam PSL all parallams specified are manufactured by the Trus Joist Macmillan corporation icbo ner-292 stained as directed by the Owner and Architect,unless otherwise specified in finish schedule. NY license: 021574 B. At completion of the job,the Contractor shall leave the site and the house free of all waste materials concrete and bearing plates,alignment,etc.,prior to start of erecting. 12. All areas to be painted shall receive three(3)coats on all surfaces(one prime coat and two finish coats). Painted - except those designated by the Owner.The building should be clean and ready to be occupied. 3. All structural steel framing shall conform with the latest standard of AISC in connection with the manufacture, 3.Timberstrand LSL all timberstrand members specified are manufactured by the Trus Joint Macmillan corporation wood trim shall be sanded between coats of paint. NJ license:A►11550 20. Security:The building,site and property shall be securely enclosed and locked-by the last Contractor to detailing,fabrication,delivery and erection of all structural steel shapes. Said framing assembly and erection shall icbo 4979 13. All areas to be painted to be specified in finish schedule unless otherwise noted. leave the jobsite-at the end of each work day. also comply with the requirements for welded or bolted connections for buildings,as outlined by AISC. 14. The Contractor shall provide samples of the interior paint colors for review and approval of the Owner and Architect 21, Alcohol is not to be stored or consumed on the site,and work is not to be performed by persons under 4. Structural steel shall conform with the structural specifications,unless shown otherwise on plan. 4.Alternative manufacturers may be used subject to the approval of the architect and the engineer.The contractor prior to any painting. (� } the influence of alcohol. 5. All tubular columns shall conform with the structural specifications. shall provide all necessary information to the architect and engineer for approval. 15. If any exterior wood is to be painted it shall be fully primed prior to installation. General I V O Le S 22. Do not scale Construction Documents. Use written dimensions only. 6. All structural steel shop work to be welded or bolted with 3/4"high strength bolts.Connections to be made as per 16. All areas of finished work are to be protected and cleaned. structural specifications. 5.LVL manufacturer shall provide calculation and shop drawings to architect(structural engineer)for review and to 17. Paint colors for the interior are to be selected by the Architect and Owner and provided and applied by the 01425: EXAMINATION OF PREMISES 7. All field connections to be made as per structural specifications,unless noted otherwise. the building department for approval prior to fabrication.All calculations and shop drawings shalll be signed by a Contractor. 8. All anchor bolts,straps,framing anchors and hangers to be galvanized or stainless steel. registered professional engineer.Shop drawings will show all critical dimensions and all loads the joists are designed 18. Paint to be delivered to the site in new,unopened containers. 1. Prior to submitting a proposal,each bidder will be held to have examined the premises and satisfied 9. All columns shall be furnished with cap plates and base plates of sizes called for and shall be shop welded. Base to support.It shall be the responsibility of the manufacturer to obtain building department approwal of calculations him/herself as to the existing conditions under which he/she will be obliged to work. plates shall bear on leveling nuts set 1-1/2"approved non-shrink grout,and anchored with four 3/4"diameter x 18" and shop drawings prior to fabrication. TILE WORK 2. If,in the Contractor's opinion,any work shown on the drawings or called for in the specifications is bolts plus 4"hook. Shim under base plates as required. 1. All tile sealants and adhesives should contain no more than 130 g/L VOC content. portrayed in such a manner as to preclude first quality work and/or product,the Contractor shall refer same to 10. General Contractor shall grout under all column base plates with an"approved"non-shrink grout after columns 6.LVL cross bridging and/or bracing shall be provided and detailed as required to adequately brace all joists. 2. All ceramic tile,stone flooring,saddles,trim pieces shall be selected by the Owner and Architect. the Architect prior to proceeding. are set and plumbed and prior to installation of supported decking. Bridging should be installed as erection proceeds and temporary bracing installed to maintain aliignment and prevent 3. Contractors to verify all dimensions and report any discrepancies to the Architect. 11. Where beams cantilever over columns,provide two 1/4"stiffeners on each side of beams. lateral movement. DIVISION 15: MECHANICAL SYSTEMS 12. True shear connections shall be provided at all points of cantilever suspension. - - date.................................. OCtOber..29,2024 Refer to Mechanical Drawings for additional Specifications 01500: PROTECTION OF PREMISES 13. Beams bearing on walls shall be provided with bearing plates and anchored with bolts as approved by Engineer. 7.LVL temporarily removing web member and drilling or cutting chords are not permitted. 14. Punch holes in steel members at 2'-0"for fastening,blocking,etc.,refer to all architectural drawings. Scale:.....- All HVAC system equipment should be covered and/or sealed to avoid contamination and exposure to water during aS.ShOWn 1. Contractor shall devise methods and procedures to ensure safe,orderly execution of the work,and to 15. Provide temporary bracing as required to resist wind,construction loads,etc.,during construction. 8.Sheathing shall be securely fastened to the top chord.the nailing pattern shall be staggered to avoid splitting and construction. No CFCs or HCFCs should be used in mechanical s stem ui ment. drawn b : allow safe passage of Owner's personnel,and general public to occupied portions of the building. 16. The Steel Contractor shall be responsible for exact location,elevation and alignment of all hung lintels,as to assure nailing into each chord member. Y P ..........•••.........-• ..........................VR 2. Contractor shall protect from damage all portions of the existing site to remain. indicated on drawings and shall provide all necessary adjustable connections proposed by and submitted to and 3. Protect all floors with suitable coverings as required. approved by the Architect. 9.Coordinate with architectural and mechanical drawings for location and weight of mechanical runits and 15050: BASIC MECHANICAL MATERIALS AND METHODS checked by._..... JN 4. Remove all protection at completion of work or as quickly as possible. 17. All structural steel shall have two(2)coats shop primer(red lead iron oxide)or similar,conforming to SSPC paint remembers accordingly. hase 5. All damage to adjacent facilities to be repaired promptly,at no cost to the owner. 2-64;retouch after erection. 1. Every room or space intended for human occupancy shall be provided with natural or mechanical ventilation. p - 6. Maintain existing utilities to adjacent areas and protect against damage during construction. 18. Interior columns will be nominal 4"diameter steel pipe,schedule 40,concrete filled unless otherwise specified. LOAD CRITERIA 2. Heating system shall be capable of maintaining 68 degrees F inside when outside temperature is 0 degrees F.Verify - All lally columns shall be provided with both top plate and bottom plate with a minimum thickness of 1/4"or otherwise with local conditions;refer to Mechanical Specifications. specified and securely fastened or welded to column. (DL•dead load;LL:live load) 3. Cooling system shall be capable of maintaining 78 degrees F inside when outside temperature is 92 degrees F. 19. STEEL REINFORCING BARS:shall be as indicated in DIVISION 3:CONCRETE and as shown on the drawings. Verify with local conditions;refer to Mechanical Specifications. roof,flat DL:20 psi LL:20 psf 4. Heatinglcooling units are to be vented independent flues sized as per manufacturer's specifications. NOTE:All exterior finish metals(j.e.:flashing,coping,lower frames)that are non-structural to the integrity of the floor,typical DL:26 psf LL:40 psf 5. Location of meters,main shutoff valves,relief valves and regulators other than integral appliance regulators shall be building frame to be copper,terne-coated zinc or powder-coated aluminum,color t.b.d.;verify with Architect. terrace,deck: DL:10 psf LL:60 psf approved by the administrative authority and shall conform to state and local regulations. - 6. All plumbing work to conform to the National Standard Plumbing Code,most recent edition. ©2024 nastasi architects REVISION ........................ --'---- no. description date — ...........:................................................................................... 0 - i...........:................................................................................... ...........:............................................................................... .... ...........:................................................................................... : :................................................................................... :...........:...................................................................................i ...........:............................................................. ...................... : ...........:...................................................................................i ..........:................................................................................ ...........:................................................................................... i ...........:...................................................................................i ...........:................................................................................... : ...........:................................................................................... ............:................................................................................... : ...........:................................................................................... :...........:................................................................................... : ...........:................................................................................... ...........:. ................................. ......................................... ...........:................................................................................ ...: ...........:................................................................................... : ...........:................................................................................. ..: 1 Building Department 10/29/24 ...........:................................................................................... no. to whom issued date — ' -.....__...__...-------------------- ISSUE ............................................................................. ' . ............. OWNER Brian Kingston&Kathleen Simmonds 1360 South Harbor Road Southold, NY 11971 MAIN RCAAD --.......... S,C. .. T .. 14 C-F-TR1 . ,r .0 SEC7101J: ;'`, F:LA LCIT'S <' ! LAND - N S0°21'10"E 400.00' `r= MOO. S:_•r.. . � ;YC:!'x Per• i 43.7' — 1360 South d` `� `" Harbor Road ' t'Ft3) 1-i• ! { Jajry irflc F£1iC£ STY 1 c "` ti?� `� J''r� f 1Tf ` Southold, NY 11971 r. r 1 _..i t � �••. ..r'��. r j _►,tx:��'�_. +�- Block: 7 o Lot: 1.2 : nastasi r Q J . :. ; a r c h i t e c t s �-, :� I( I F,r✓�,£• ^� 1 f iF �;.1i-r-. .. '.A. li� (-1R 1=�i `ti.•.r I h ii J .111 J ACtO[G 1 ,r (P ya . j z 1 �� <. �ilr F j u 321 newark street hoboken,nj 07030 O `j 1 j% t: 201-653-2577 f: 201-652-2577 i }}3 '>r4 ' 1 i / ,, p www.nastaslarchitects.com NY license: 021574 NJ license:All 1550 — : ! i:r�� .., - .--� .—�-----..•• --�------ - --. _ • . . .. , . .. Existing SI to SurveyMori. K ........ ...... _- _ . _,.: 'tf?Li,,:i•J3:':.:r;> Sc{. F•:,'t 1.8=* ACF.cS o s rr '�'(�.0(� ,c S 80 2 I 10 W Tc";NT OR )h;r:` Y r 6(j!. $ 4 x •T'10; Ci':' ir- 7 Y�r- ,.' .Ft R,.;rt.` >.,.. ....- ix• t A it -1%� 'Y�l'r - .4!,. is'ir "f.':% f.`f.'i4' v. ,+. ,iJ•...x e_l:K! a'i:'•%r:b i'rr- :'f'S Si%n._Y .err. •,�. -•r- i t4^:. sjn:- `�',ii:4i:rt: i'rt.• SIdL� v,4?'v"r. :'tYS .fw' +� Sf'd.: r r ,'y::,;..r r,;� i•. ., (. ,U? N1 EE:5 rn .:�.• .:. _ _ _ C w"S w a'•'A NO, r.+C ix:7. VALID LG:Y, G- i T..._� fl) 1�1FCfl^: :i1" tti:ANf %1'�� i�•4{�.-.Y 45 !�:q%'..1.ft:.'• AMD 'l t '� �i`•_ r:1 `L'l++v.�PANt.� GS Pv 4EA:TA:. N ii� k& -rw;•. -I t • ' _ S .7 zP, H�_ �L a "' � Y, L.. � AGe...� .?.,_ L;.7v'a:•;:y�;-'.� . JI?'.`1.r f.i_+Y_:ei ti:_'�f••'.��1, a:':%) its '!f:. AiC-,f�!•1 7F THE, _!.!10!; S:r'-�1T:c:Nr, C•Wrnri-rl:i `Au`� r- -v c. c _ - Y�•. ;,A.�.'�.s&L_ i•i,Cir% jC`Uiit MIC fA"',;i:: OR ::;0:':'d:N.{i SHi�K?i '-kf.'t�•k' ;;q fr?-!rA!1 fW vLIplC3 F0 7)ir' c;?.;°C 't?£ 4FC FOR S•:.EI, ,'C a{:4r: t rr r)".E %??E!%c n..c .,r; 11�t! t!� •'k1 ,r.,- i ;1'! f j G�'_ 4Y✓ ^F: 'Y rMf. A �*p r. c"=a r', cS i�i? TO ,.J_ Trrc k;: ,., cir ,, r nr r•r• c r o .�, ,+r,, t.. r.c N, F,t�•v R�?�'+�. LLC - 'E .. 'rY%. �'.�T'(JT.. ..i�Ct..iRr:_ ✓•'. :o•L. n.,.. !1,..^i:C•t�tef..R'T>". .•I,.FitF.k::z •4ki)iOR$�ri._r...rF'.',... $ =,gli:Tl:n. PE-Co^.pof' C4? UNPreopri ,.1'-MOT , 1. Tft_•:�NL::SS •R -c.�•�_ , �^ r r,' r, SURVEY y C'*1•..:s+l., _ ,. HY_.. Lr'c''rSUC:r'T �." t FRE:tt:!Jr'S� .._ ::WL :rF t!: 'vt` f CERTIFIED (:ICF;;STt?W: i i Rth(° rF: 71DO- ! NATQN-._ TITLE :r.,SUF7AN!-F S ':7 C CES sLO_ date;....................................................-----October.2.9 2024 i _. i`1.t4: scale:.....................................................................as.shown drawn.bY...............................'-........I................................VP r,,vnt C:':;,i;tJTIIC�LI"; St!FFCH_I ;;i l{LJ':. °11 +rJ 'iC;hl '•: KENNEPH M WOYGt'1UX f AND SURVEYMG, t'LL,C ME WATER SUPPLY, N4M5; DRY6Sr US AND CESSPOOL checked by:........._...........................................................JN i Prufessionat Land Rximcying and Design LOCA71CIVS SHOWN ARE FROM FIELD OBSERVAHONS tlt.l ',•, ,_. :;: r,;{.....::: ,' C:arF. ; -, -r; �C_.._._..... T 153 Aqueb g e, New JYorl .3t ND OR DATA Oj9TAINED FROM OTHE•RS� p... se................................................................................CD t �_o. F{oa t:, ui 1�7 phase.:A PHONE; (fS31)_�H-1.rNH FAX f63i 98-158A G003 I0 2024 nastasi architects REVISION _.. --- ........... ...........: no. description date ...........:.............................................................. ...... .............. - .. ........... .................................................................................. . :...........:.................................................................................... ........... ................................................................................... : ........... ...................................................................................i ........... ................................................................................... ............................................................................................... : ........... ................................................................................... : i........... ................... ............................................................. ........... .................... ........................................................ .......: ........... .........................................------.................................. ................................................................................... ........ ° G Q ........ ... ..... 0 0 ... ............................................................................... 1 Building Department 10/29/24 a b no. to whom issued............................................date ....................... ISSUE .. .......................................... N OWNER Brian Kingston&Kathleen Simmonds 1360 South Harbor Road u Southold, NY 11971 v1AICAv o v v o G o ° EXISTING POOL / J 1El D0 0 u O Q G 1 m ® EXISTING PATIO c D' - " � �• � - - � 1360 South - Harbor Road - - Southold, NY 11971 - - Block: 7 _ - - Lot: 1.2 n a s t a s i e a architects N , a ° N p ING GARAGE •."' . 30'-4.86" ► a ° o ° N o _ O N O ° Co 321 newark street hoboken,nj 07030 EXISTIN SHED t: 201-653-2577 f: 201-652-2577 a _ - www.nastasiarchitects.com N NY license: 021574 - NJ license:All 1550 Site Plan 6 date.:........................................................October_29,2024 scale:............................................................-.......as.shown drawn . . by...........................................................................11P . ............ checked bY;........................ JN .. ................................ phase:...............................................................................OD F1 Site Plan G1 00 ©2024 nastasi architects REVISION .............................. ---- no. description date DEMOLITION NOTES: �� ................ .............................. 1. CONTRACTOR IS TO PROTECT ALL EXISTING CONSTRUCTION AND FINISHES 1.... -i .......:...................................................................................: WHICH ARE TO BE PRESERVED DURING DEMOLITION AND CONSTRUCTION :...........:...................................................................................: 2. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND ...............................................................................................I REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY,IN A SYSTEMATIC I "" "" MANNER. ...........:............................................................................... ....: 3. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ............. ." """"" """"".""""""""".".""."""" "".""."""""".............I ADDITIONAL COST TO THE OWNER 4. REMOVE OR RELOCATE ALL WIRING,PLUMBING AND MECHANICAL EQUIPMENT .. - - ...... .-..-.............................•........-.....•••.•....I AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES AND/OR LINES SHALL :..._... ........................................................................: BE CUT TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, F---- F AND SHALL BE PROPERLY CAPPED OR PLUGGED. ...................................................................................: • I I I I 5. THE CONTRACTOR SHALL PROVIDE,ERECT AND MAINTAIN ALL TEMPORARY BARRIER AND GUARDS,AND ALL TEMPORARY SHORING AND BRACING AS .......1 REQUIRED BY DEPARTMENT OF BUILDING RULES AND REGULATIONS. ...........:...................................................................................€ 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE a oa o ............................................................................................... BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL p p OPENINGS IN ANY WALL SHALL BE PROTECTED FROM ALL FORMS OF WEATHER ............• -..........................-. ....-............................- OR WATER PENETRATION. ° 7. ALL EXISTING HEAT PUMPS ARE TO BE PROTECTED AND/OR REPAIRED AS p ...... ..............................' NECESSARY TO ENSURE PROPER WORKING CONDITION UPON CONCLUSION OF THE WORK. Remove glass ...........:............................................................................... .... panel. ................................................................................... . 8. EXISTING CASINGS AND TRIM OF ALL EXISTING WINDOWS WHICH ARE SLATED - r------------- i TO REMAIN SHALL REMAIN INTACT AND UNDAMAGED. CONTRACTOR IS TO o Replace wood burning I I ............. ............. ............................................... PROVIDE REPAIR AND TOUCH-UP FINISHING TO RESTORE SAME TO LIKE-NEW fireplace with gas,see (" A402. CONDITION. 1 " Building Department"" 10/29/24 ........... .................................................................................. 9. SALVAGE ALL DOORS,CASINGS,TRIM,HARDWARE,ETC FOR REUSE AS Replace stone veneer, ______ no. to whom issued date REQUIRED AND/OR AS INDICATED \ see A402. I - J ISSUE ------------------_^-____....-.....__.._..._..................._. ._ �,= r=, __, __ Replace stone hearth, -II IF T -11 11I I I see A402. II II II II II II I I I _IL �� I Demolish portion of_11ext.wall as needed for ................................................................................................. new opening. OWNER ° -- - Brian Kingston&Kathleen Simmonds 1360 South Harbor Road Southold, NY 11971 I 1 I 1 1 I I I 1 1 I I I I 1 I 1 I I I I 1 I I I I I 15'-1" 1 I II -N-----------------•- I l II 0 IINAI I I l ----------- Remove I Remove&protect oven --L I 16-4 3/4" ' — ° for re-installation,see — U.1= I I I A101 for location. ————————— m� I I +(O1l(Oy► ' ' l 1 I II I� 1 \ �-------------J .— 1 � I I l ---- —IF T ___ 11 l� �► ii �I 1360 South II II II II II II �- --=�-r � .--- � I � II II ►I �l II II � Harbor Road III �— .�11 1 .�'' � I I •' l l l� n L '. - - Southold, NY 11971 Block: 7 Lot: 1.2 O II II 1--- —� IVI �� I Inl .... __; '� �� nastasi �' Q architects Relocate diffuser,see A110 for locations. I Replace floor diffuser -( vent,see A110. I _ - (�ONY/�r �tr� Restore&paint r 70 existing leaf for re-use in new door frame, I + see A402 ?r5ia ypQ 2'-5" 3'41 , 3-0" 3-6" - F 1'-7 3/4" 2'-1 3/4" 321 newark street hoboken,nj 07030 ` t: 201-653-2577 f: 201-652-2577 www.nastasiarchilects.com NY license: 021574 NJ license:All 1550 I Demolition Floor Plan I _ — date;...... October.29,2024 .scale:.......................................... .......................aS.shown drawn.y;..........................................................................11F checked.Oy.......................................................................JN hase P1 Demolition Plan 1/4"=1'-0" I ©2024 nastasi architects REVISION .................................._..................... __....___ no. description date — ..........:................................................................................... s .............................................................................................. :...........:...................................................................................: ............................................................................................... : ...........:..................................... . ......................................... o, o•o o, � o, 0 0 1........... ................................................................................... " a I...........:........................................ ........................................... 15'-1 3'-6 1/2" 8'-0" 3-6 1/2" 1 4" 1........... ................................................................................... 15'-1" — — — — — — — — — i . ........................................................ l ...........:................................................................................... r----i I .............................................................................................. I ` ........... ................................................... ............................. C ................................................... _ i LO 1 A403 T I p p Sunroom _ ...........:................................................................................... ° N 106 N T .......... ................................................................................... Existing Pea oI Gravel Patio. p T Convert to gas I........... ................................................................................... �' I fireplace. 12"Poured concrete support ------- __ New hearth, beam to su pp 1 mantle 10r, ,and .......... ................................................................................... stairs. veneer,see A402. ............................... ..... 12 Concrete :Building Department 10/29/24 co Tubes _ ; ------ :............ ...................................... Wood Deck, I no. to whom issued date I T ..... '..... .........._.............................._........._............_......._......._._................_................. _....__..............: see A201. --___2_-- __-j ISSUE co -- -- II II II II II II I Patio L A -1L 1 -1 11 _L\ ' i 107 �_ -- - -- OWNER q - ________________ Brian Kingston&KathleenSimmonds T 1360 South Harbor Road T -- I --------------- ----------------- Dining Southold, NY11971 LO (I I) II II II II II II II II II a 105 15-1 , I , 2'-115/8" 6'-8" 2'-115/8" 1'- 1/401 __L_ JL 11— LL_ U—u LO N I 03 T rr I I I I I I -- 1 1 1 1 I 1 1 q O O 1 1 1 N �O I II II II - P1 Patio Foundation Plan N o ® I I Kl1 3 I 401 I I cc 4OA401 II II I --------- CO - - -{ + { —_ ' I I --------- Ord' I '�—' ';b�1 I ' "' --------- II I o ° co A4b1 ORK POI 1 O0 — --- % "I 7 lime�t ;Til —IF T" IF T" -fl" I1 II II II II u I 11 1 ` 1 360 South E.Q. E.Q. � 11 1 _Ipa Harbor Road 00 1 2 1oa A402 Southold, NY 11971 co r 3,6° 1' 1/ II F I v D5 p co 1 1 D5 I �; / ' o° 1 ye€_ __7 1,- N Block: 7 r IE 01 I ) ,� r Lot: 1.2 I — nastasi (V N N PowderRm D2 D3 I architects �*A402 102 Coat — D1 Closet 41 4 ------ r I Install chameleon vent r I — — ,�?��.�Y�►+ ��t register to match floor Q�' °�► '� finish,see A402. 6 9v► Relocate diffuser&install ❑ ❑ i r chameleon vent register to match floor finish,see A402. ?Ib yam • 6-8 1/2 51/2 4-9 /4Ti-3 7/811 15'-3" — 321 newark street hoboken,ni 07030 t: 201-653-2577 f: 201-652-2577 www,nastasiarchitects.com NY license: 021574 — NJ license:All 1550 I Floor Plan, Foundation, Wall Section, & ' Window/ Door Schedule date:. ........................................................October.29,2024 scale:.....................................................................as.shown drawn by...........................................................................VP .. ............ checkedbY......................................................................JN phase......................................................... ...................CD P2 Floor Plan 1/411=1 1-011 Al 01 ©2024 nastasi architects I REVISION _ __ no. description ^- -date — ...................................................................................... ...... A - ........... ...................................................................................: i...........:...................................................................................€ ...........:................................................................................... ...........:................................................................................... ...........:................................................................................... : ...........:.............................. ................................................. .......:..... ......................................................................... _ FIRE PLACE _ EL. +390.5" a ............................................................................. i ROOF HEIGHT EL. +352.25" - ............ ................................................................................... :...........:................................................................................... : ...........:...................................................................................i :...........:................................................................................... : v N i € ...........:................................................................................... i ...........:................................................................................... ...........:.................................-................................................. € ROOF HEIGHT _ EL. +241.75° ....... .............................-.................................................. ....... .............................. ................... . . ... ............. .. .: v _ 1 : Building Department 10/29/24 no. to whom issued date `) KITCHEN RIDGE LINE ,'! i -'=--------------- -----------._._... ISSUE EL. +184.75" v I ' ,� UNDERSIDE OF 1ST FL CEILINGEL. +156.75 OWNER `" Brian Kingston&Kathleen Simmonds U.S.OF ORIGINAL 1 ST FL CEILING L 1360 South Harbor Road - ---- ' EL. +120.75" _--__- Southold, NY 11971 - ---- - - --- Patio - - (1N1 107 I0 A - - -- - - - co UE ------ -- --- v 1ST FLOOR F.F. Alm S3 � �' EL. +24.75° - - - Frame -- i � N Marble Counter SUNROOM F.F. Continuous w/ EL. +16.5' Window Sill GRADE EL. +0.00' Mantel Floating Bracket w°°d (El North Elevation Sill 1/4"=V-0" Metal r, Flashing T _ 1360 South 1"Tongue&Groove FIREPLACE Pine Decking EL. +390.5" Harbor Road c? - Mount LED Light _ 4 Strip w/Outdoor a`$Wood Southold, NY 11971 Chan Joists C\j y ROOF HEIGHT _ N T Geo xtile Joist EL. +352.25" a L�H L9 T II Lining Hangers 1 " I3/4" / ' 1/ Clean Out �2)2x8 Wood Block: 7 — Beams Lot: 1.2 11/4 Y2" lanter Drainage Metal tie provided 7. Hole&PVC Pipe by Simpson or m n a S t a s 48"O.C. approved equal. 1X" Pine architects _ Bulinose 'Y4"Painted Pine Riser ROOF HEIGHT Stair EL. +241.75" �N��YIjr Stringer ��.� To Y2"Plywood a , I I , Existing Pea o, -- -- _-- \ ^ 2x8 House Band Attached � -: I I I I � I I �, Gravel �* --- •�. w/Y"LAG Bolts at 16" O.C. Staggered 99 KITCHEN RIDGE LINE - AD1 - --- -- �� 2t5716 yp� Waterproof ° :, I I I I _ M EL. +184.75" Membrane 12"Square -- 6"Compacted I Concrete UNDERSIDE OF 1ST FL CEILING - _ _ 321 newark street hoboken,n' 07030 1 - - -- - -- - - - — ----- ------ - --- t: 201-653-2577 f: 201-652-2577 Gravel � Beam EL +156.75" _ 0 - ------------ www.nastasiarchitects.com - - --- - ---- - NY license: 021574 12"Poured - - - Concrete U.S.OF ORIGINAL 1ST FL CEILING -- -- - - -- - ---- ---- - - - - -- - -- _ - - - _- --- -- - _- NJ license:AI11550 - - -- - a EL. +120.75" - - --- -- - �' Tube -- - - - -------- -- - -- -- - -- - -- - - --- - Elevations,- Exterior -- - - -- - --- - Wall Section -- --- Basement - �-108 - --- -- - --- -- -- - -- - -- -- - - - ,� 1ST FLOOR F.F. -- -- --- ---- - -- - r - -- - -- --- --- --- - - -- --- - -- -- -------- -- - -- - date:.........................................................October.2-9 2024 m EL. +24.75" - - _ N - - - - N -- ~ — -- ---- — -- --- -- — — -- —- -- Scale:...................................................... .............as.shown N SUNROOM F.F. - -- - - - ---- ---- ^ `�' - - - -- - -- - - -- - - - - - - --- drawn by: --- ---- - - VP EL. +16.5 ... ..........................................................8'-0" GRADEchecked by......................................................................JN fffff EL. +0.00' phase:...............................................................................CD s1 Patio Foundation & Window Wall Section E2 South Elevation 1"=1'-011 A201 0 2024 nastasi architects REVISION no. description date ...........:................................................................................... A - - Walnuttrim to I...... ..................................................................................... match original ......................................................................................... house entry. ...... ........... ................................................................................... Provide Exterior wood 1-4' 1'-7 1/2" 6" blocking for shelf,see 1 1_ 11 1_ 11 A201. ........... .................................. sconces. 1 4 12 71/4 11-71/2" 6" P1� <7-P 01 op ...........:............................................................................. ......: Pull-Out Door FaceCovering C.L. ........... ................................................................................. � I Mlwrk. Mounted �P1 P2 ................... . . ...................... ...................... ........ Outlets. W1 W2 - - - ....... ............................................................................... Plumb in coffee machine. �t- - - - -ii- - -- - - - - - - - - - co Under mount I " �lVF KF - - I S2 ............ ........ . .................................... ...........................sink. CD xg Overlap marble Pull-out rack. Conceal wireless K ...........:................................................................. . .......edges.counter on sink z charging !, -- / counters - - II v I ...........:................................................................................. ..` --- -------- _ ; between counter �\ F I Ogee Edge I Local Ho�andlCold �I all InSinke�atorl Continuous Plumbed in I &wire brushed m Q I Water F'Iter/ITank III III beneath fink., Marble Counter Coffee ; oak panel, See __- ---- _ . . . ..... .......... ..... ... ................................................... l T gyp' f to Window Sill M ker I E101. :...........:........ _ _ I I I III 1 III Kitchen I I �I KS � -a ° oo - - - - - 1 3 I a �_ I I II s II 1 1 I N ° ° ......................................................................... T A4b j l 103 Aaoao Painted VJ ° ........... ........ i STv O 1 I - - - - -� I I I I Paneling v .... ............................................................................... _ - - s � � I �P5� I CO zt •— N r T 3-6" I I 7- 21 I O I ' 7" o Wrap brass -..........`........................................................... ..................... � shim cornice I _ - ----- - -------- - -- I around island. ........... ................................................................................... i� 1 I �� ' I I _ 1 Building Department 10/29/24 V-101/2" 2'-83/4" 2'-01/4" 1'-51/2" 1'-51/2" 1'-61/2" 1° °' Seamless I 1 'I I 1 '� ; 1 ' CP ...........:.......... ................................................................... : �' - - I ' " " I ' no. to whom issued date — 2'-11" �- g/-4'�- - - marble pop-up 1 ( I n I 1 " ' I I r- E1 ��outh Kitchen Elevation 1 outlet cover, ;; I , T _ _ _ _ _ _ _ _ ry � + _ ; _ _ _ _;; _ _ _ _,_ � _ ;; 1 _ _ - - _ � E2 South Kitchen Elevation ISSUE _ Concealed Scale: 1/2" = 1'-0" -T wireless charging Scale: 1/2" = 1'-0" 1 1 -- _-- --= # =1= - - -� I 1 II I ..............................................OWNER Brian Kingston&Kathleen Simmonds 1360 South Harbor Road 1 1 I Southold, NY 11971 I I I I I Aged un-laquered brass I 1 1 I 1 r r, floor saddle seamless 1 I 2 I I I ' rn w/limestone tile. A401 I \I //2" �P1� 3'-6" 4 1/1' 1 3'- 4'-9 1/4" 1 1 3'-71 6" 10 L J L J - " Walnut trim to CD N match original C0 r u a, house entry. /0000 Pantry \ �s Foyer II I I f l pot N a 104 O 101 I � I Original I s 2-T 6" House Entry 9�A401 I 4 1/2" 3 1/2" 4 1/2" r lo- (D N I '' RH S2 - -- - - - - ___- r co o open to "' II I I �`' ' i 1 v WF n n 91, p -�Is21� C) Cl) II II Beyond N F _ _ ,If 0D N �� Trimless Bocci a, Open to _ \ �T1 "' �i 22 Outlet r; `__ Fool FOOD] - Beyond� � Pull-Out ' II - `� A � P1 Enlarged Kitchen & Pantry Plan -- - == �T_ 1360 South •� � Spices/ I = I �� 11 1_ 11 II 11 I_ II -------- oils 23/4 1'-10 1 10 10 Scale: 1/2 — 1 0 I� - ©° 000 ° o shim Harbor Road shim cornice --_------ "-- ®®®°®®o®®® ° around island. Southold, NY 11971 Limestone ° I v o Bullnose - ° / ST o ° Unlacquered --mat Block: 7 Brass Riser, See A601 — Lot: 1.2 2'-3" �5"�, 2'-3" 5 1/2"� , 2'-11" 1 3'-01/4" � V-41/4" � 2'-1" � " 1 3/8" 10'-9" 1 3/8"T r� a S L a S 1" 1" 111 E3 Nest Kitchen Elevation 6 6" architects E4 East Kitchen Elevation Scale: 1/2" = 1'-0" Scale: 1/2" = V-0" Walnut trim to match original house entry. �z� 9T ' • n Painted VJ r ' 1"Painted Concealed Strip Light& L.`I Panel Pocket Painted Pantry Spacer Scribed Painted VJ Outlet Strip Beneath Shelves/ Concealed Door Niche Millwork to Ceiling Paneling Cabinets,See E101 Continuous Range Hood <P2 - Mlwrk.Reveal, _ y _ - -- F o - ---- -- - - --- --- Ds Full depth shelves II II O Ds N Typ. { T w/concealed light I I I 321 newark street hoboken,nj 07030 111 I I I I - i '- strip beyond, see t: 201 653 2577 f: 201 652 2577 - --- - - — E101. �� ii i www.nastasiarchitects.com -- -- --- NY license: 021574 r NJ license:AI11 - - Open to ! RH T-1 Back 550 l N Beyond Splash I 00 Open to / \ f T" # o ;; ;; o Beyond _--- - --- - Enlarged Kitchen Plan I II II � White Oak VJ Panel Door for II " � & Elevations CO Fridge II II P5 �P5� 0-j CD Ogee Countertop O --- - - Edge,Typ. f F II O 0 0 S r ° ° / ° ° Brass So. Pull-Out Mesh- Painted ° M ° T sh/ ° � o Mlwrk. Re yc. r _ '� — date:........................................................October_29...2024 ° ST ° � / scale: .......................as shown / P5 �' Wrap brass / a drawn.by..........................................................................VP -- shim cornice ° / -T White Oak VJ ° checked.by..................................... JN around island. = Paneling Pantry .......ck phase:...-- ...................................._..............................CD. 2'-71/2" � 1'-9" �, 1'-11 3/4" � �1'-1 1/4"�1'-1 7/8" � 2'-4 3/8" I� 1'-101/2" � 3'-01/4" � 1'-9 3/4" �3'� 1 3/4 E3 E=nlarged Kitchen Pantry Elevations 8 & 9 E6 North Kitchen Elevation E7 North Kitchen Elevation Scale: 1/2" = V-0" Scale: 1/2" = V-0" Scale: 1/2" = V-0" A401 I I I I I I I I I I ©2024 nastasi_architects REVISION no. description date — ...........:................................................................................... : 0 ...........:................................................................................... : Replace wood burning Venetian Venetian Sunroom fire place w/gas fueled -- .-.. ... - -...-.--...... - -. -.-... . -- - ..-.-......-.-- --- .. ... Plaster �P4 Plaster fireplace. 106 �)A403 C:`P4� Si MI S1 S1 D2 CV F----- ---------- ---------- -i Mount reclaimed wood S1 location ...........:................................................................................... r t t mantle on either side of TBD. ...:.................................................................................... fireplace. T_ ................................................................................................ : Limestone the Trimless C? boarder on grade o Outlet ...........:............................................................ .......................: T about hearth. TB Q o Bullnose Ed ' ----------- x 9 ----------- 00 Oak Counter Painted Top ----------- ; Reface with ashlar � fixed o o Mlwrk. T stone veneer with%2' rE Cut drawers around thick mortar. a> frixed plumbing. .............................................................................: Half Bullnose r I I � -------------------------� Edge Base :........ ._..................................................................... ........... ..... 3 5'-4" 71/2° 3'-6" ............................................................................................... o :...........:.................................................................................... P1 Enlarged Sunroom Plan E3 South Powder Room Elevation E4 West Powder Room Elevation ...�... B ��a�ng Department.:..... ..: . . ... .. ::10%29%24 Scale: 1/2" = 1'-0" 1/2" = V-0'I no. to whom issued date — ------------------------------------....----------------------------- - ------------------------ Scale: ISSUE Venetian Venetian Plaster Plaster ..........................................._........-........................... Si OWNER Brian Kingston&Kathleen Simmonds 1360 South Harbor Road Southold, NY 11971 Reface with Ashlar <:71P4 stone veneer with Y2' �P4� thick mortar. q Open to Open to c0 Beyond Beyond Reclaimed Wood Mantle TP Location M TBD. Open to co ' Beyond r N Limestone cap r atop Ashlar stone N N T hearth. T T E1 Enlarged Fireplace Elevation E5 North Powder Room Elevation Es East Powder Room Elevation Scale: 1/2" = 1'-0" Scale: 1/2" = V-0" Scale: 1/2" = 1'-0" 1360 South Harbor Road Southold, NY 11971 Block: 7 Lot: 1.2 n a s t a s i WORK POINT Limestone Tile architect s 2'-11 1/2" 5'-2 5/8"V.I.F. 3'-0 3/8" Center ceiling opening on hallway&frame to _ _ Painted GYB. '��,,, ETR skylight. N Drain Pipe&Water v �"(oNY'`a`//j� Connection �a Painted VJ Panel �2 Mlwrk. Dryer Vent `� Y" To Ys"-Y4"Gap 1'-8" 4, 4"Gap 1"Reveal Between Between panels, 1"Reveal Between Between panels, $a Mlwrk.&Ceiling P3� typ. Mlwrk.&Ceiling �P3 typ Center ceiling opening Coats _ _ � on hallway&frame to Shoe I I �� t- ETR skylight. 1 1 I IIII g Relocate diffuser&install i i D5 I III \ I D4 IIII D D7 Ds Ds chameleon vent register I III I� I IIII ^ Da Da D3 321 newark street hoboken,nj 07030 to match floor o III I \ IIII t: 201-653-2577 f: 201-652-2577 www.nastasiarchiter-ts.com Size drawer to fit I I I III ___I Zia__ NY license: 021574 space between toilet. I II ___ ___ _ NJ license:All 1550 1 Ails I IIII. E.Q. E.Q. E.Q. Hi den key P I I II, \\ - A jrD4 �' niche , w r Enlarged Foyer, _ -=_ II II I III I Ilil N P5� ;x; I�___u III I I II I IIII ', Powder Room, & Fireplace r r- r u II a �P5� N M CV i \ tl II II - -I' 4 Or -- — -- — — — — — — - -- CIP 0 0 0 0 �, N N Towels Modular �, O O o Plans & Elevations CMD2 11 D3 11 Shelving a �- s34 02 II II T 5 `° II II A4 (V II II utility N date:................_. .............................October-29,2024 C° 11 D1 11 o scale:..................................................... as.shown = CV r % If ----- ------ drawn.by:............................. ----......................- -VP 1'-81, LT-0 7/8" cheI.cked.by.......................................................................JN Powder Room Key Storage Storage -------------- 3-2 7/8" Laundry Laundry Storage I phase:..... ... . .... ........................................................CD J. 2'-6 1/8" T-1 7/8" L 8" 1" 2'-01/4" 2'-0 1/4" 2'-71/4" I_ 6-8 1/4" C.L. 10 2'-10 1/4" 2'-71/4" 2'-7 1/4" 2'-6 1/8" I.1 7/8" 1 7/8"f �1' 01 E1 East Foyer Elevation P1 Enlarged Foyer Plan E2 West Foyer Elevation 57/8" Scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" Scale: 1/2" = V-0" A402 I I I I I I I I I ©2024 nastasi architects F REVISION _.. ........................ no. description date 1/2" 1/2" ........... ................................................................................... : 1/4" 1/4" Al - ...... .. .................................. ............................................ 5/8" 3 5/8" 5/8" 5/8" VARIES 3/4" 1 1/2" 3 1/2" 3/4" FILL CAVITIES WITH MINERAL . .......:......................................................................... WOOL INSULATION 3/4"CUSTOM _ 3/4"CUSTOM MILLWORK PANELS MILLWORK PANELS ........... .................. ...................-..................................... ATTACHED TO 1/4" ATTACHED TO 1/4" gZ-CLIPS BY Z-CLIPS BY ........... ................................................................................... MONARCH OR MONARCH OR ................................................................................... 1-LAYER 5/8"GWB FINISH EQUAL.PANEL EQUAL. PANEL 5 BOTH SIDES,ACOUSTIC FINISH TBD BY FINISH TBD BY ........... ................................................................................... SEALANTS @ALL JOINTS ARCHITECT ARCHITECT ........... ................................................................................... 1-LAYER 5/8"GWB FINISH,ACOUSTIC ........... ................................................................................... SEALANTS @ ALL 1-LAYER 1/2" 1-LAYER 1/2" t JOINTS PLYWOOD PLYWOOD ....... . .......................................................... ......................................... ........................ . ................. 2X4 WOOD STUDS @ 16"O.C., WOOD STUDS @ 16" 2x4 WOOD STUDS @ O.C.,STUD SIZE 16"O.C. ...........:.......... . .............................................................. VARIES FILL CAVITIES WITH FILL CAVITIES WITH ........... ................................................................................... MINERAL WOOL MINERAL WOOL INSULATION INSULATION ........... ................................................................................... i 5 , t AT TILED LOCATIONS: r AT TILED LOCATIONS: AT TILED LOCATIONS: ...........:............................................................................. ......: FINISH TILE(SPEC BY t FINISH TILE(SPEC BY FINISH TILE(SPEC BY ARCHITECT)OVER ................................................................................... ARCHITECT)OVER THINSET THINSET ARCHITECT)OVER THINSET ...........:...................................................................................: r—, LATICRETE 9235 LATICRETE 9235 ................................................................................ LE O WATERPROOFING MEMBRANE O 0 O WATERPROOFING ......... ................................................................................. 4 (TILE SIDE)OVER DUROCK cch MEMBRANE(TILE SIDE) 1 Building Department 10/29/24 LU LLJ LLJ >. LLJ LLJ LLJ OVER DUROCK :.................. no. to whom issued date Z — 5/8"DUROCK CEMENT BOARD Z a z Z '. _ 5/8"DUROCK — u IV u `� `� ISSUE CEMENT BOARD Wood Framed Interior Partition Wood Framed Interior Partition Wood Framed Interior Partition 1 GWB Both Sides VG B One Side & Mwk. One Side 3 Mwk. Both Sides .................... . ..-..........................-....-.....................ovvlvERBrian Kingston&Kathleen Simmonds 2x6 Wood Stud 1360 South Harbor Road Southold, NY 11971 2x4 Wood Stud 5/8" 51/2" }3-/-4" � II WINDOW SCHEDU LE HORIZONTAL CEDAR SIDING NOTES: s TO MATCH EXISTING.FINISH TAG QTY WINDOW TYPE MANUF. DIMENTSIONS(W x H) FINISH NOTES 1. GC to confirm all window TBD BY ARCHITECT W1 2 SINGLE HUNG/ ULTIMATE MARVIN 3'-0"X 4'-0" 'STONE WHITE' quantities and sizes prior to placing order } WEATHER BARRIER O 1 PICTURE 6'-8"X 4'-0" FIXED 2. See A401-A402 for sill 3/4"EXTERIOR GRADE W2 heights PLYWOOD SHEATHING 1-LAYER 5/8"GWB FINISH GENERAL PARTITION NOTES BOTH SIDES,ACOUSTIC SEALANTS @ ALL JOINTS k THROUGH-PENETRANTS: THE SPACE BETWEEN THE PIPES, CONDUITS OR TUBING SHALL BE MIN "TO MAX 2' DOOR S C H E D U L E 6"O.C. STUDS @ THE OPENING SHALL BE MIN 0"(PAINT CONTACT)TO MAX 1ANNULAR SPACE BETWEEN THE PIPES,CONDUITS OR N PENETRANTSG AND THE O BE PERIPHERY OF TAG DOOR TYPE HARDWARE DIMENTSIONS(W x H x D) FINISH NOTES NOTES: RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR/CEILING ASSEMBLY. 1. Provide all appropriate ,r FILL CAVITIES WITH EXTERICR, TBD 3'-0"x 7'-0 1/2"x 0'-1 3/4"(VERIFY) RESTORE AND PAINT EX. LEAF. EX. DOOR LEAF,NEW hinges,tracks,wall/floor JOINT TAPE AND COMPOUND: Di SWING N MINERAL WOOL stops,wtc.for VINYL OR CASON,DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO 1360 South FRAME,&HARDWARE functioning of doors INSULATION JOINTS AND SCREW HEADS OF OUTER LAYER. PAPER TAPE,NOM 2"WIDE,EMBEDDED 2. All paints from Sherwin IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER SWING EZY JAMB ISO INSWING DOOR, EZY 2'-6"x 7'-1 1/2"x 0'-1 3/4" PAINTED VJ PANEL EXT.,PAINT INT. CUSTOM MILLWORK Williams unless otherwise TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED Harbor Road D2 CONCEALED HINGE ROCYORK RY60,ASA DOOR noted AT TILED LOCATIONS: WITH A SQUARE EDGE. OR TS STRIKE TBD 3. Refer to A401-A402 FINISH TILE(SPEC BY Southold NY 11971 SWING LEVER&MORTISE LOCK TBD.CONCEALED 2-6"x 7-1 1/2"x U-3/4" PAINTED VJ PANEL EXT., PAINT INT. CUSTOM MILLWORK ARCHITECT) OVER THINSET GWB: ' D3 MORTISE MT. HINGES DOOR ALL GWB BELOW D.F.E.TO BE'DENS ARMOR'PAPERLESS SHEETROCK BIFOLD LEVER&MORTISE LOCK TBD. CONCEALED (2) 2-8 1/4"x 7'-1 1/2"x U-3/4" PAINTED VJ PANEL EXT., PAINT INT. CUSTOM MILLWORK LATICRETE 9235 Da MORTISE MT.HINGES DOOR O WATERPROOFING MEMBRANE ALL GWB IN WET AREAS TO BE MOLD-TOUGH GWB.. D5 SWING LEVER&MORTISE LOCK TBD. CONCEALED (2)2'-1/8"x 7'-1 1/2"x U-3/4" PAINTED VJ PANEL EXT.,PAINT INT. CUSTOM MILLWORK (TILE SIDE)OVER DUROCK Block: 7 cr L1I CORNER BEADS: MORTISE MT. HINGES DOOR F— NO. 28 MSG GALVANIZED STEEL, 1-1/4"LEGS TO BE ATTACHED TO THE WALLBOARD Lot: 1.2 SWING HARMON HINGE OR APPROVED EQUIV. (2) 1-7 5/8 x 7-1 1/2 x 0-1 3/4 PAINTED VJ PANEL EXT.,PAINT INT. CUSTOM MILLWORK Z X Ds POCKET PIVOT DOOR HINGE DOOR Z u 5/8 DUROCK CEMENT BOARD WITH NO.6 BY 1 SCREWS SPACED AT 12"OC MAX. rl a S t a S D7 SWING LEVER&MORTISE LOCK TBD. CONCEALED 0'-8"x 7-1 1/2"x U-3/4" PAINTED VJ PANEL EXT.,PAINT INT. CUSTOM MILLWORK a r c h i t e c t s MORTISE MT.HINGES DOOR 2 Window & Door Schedules 4 Cedar Siding on Wood Stud Wall 1 Wall Types & Partitions 1-1/2" = V-0" 7,p IB DRYER/EXHAUST VENT Calcutta Vagli ?t5716 Marble .� INTERNAL BAFFLE 1 Slot Linear Diffuser REMOVABLE INSECT SCREEN 1 321 newark street hoboken,nj 07030 2 in.Screw t: 201-653-2577 f: 201-652-2577 NOTES: — STAINLESS STEEL BANDING www.nastasiarchitects.com 1. MINIMUM OF 4 IB FASTENERS PER Align opening w/top of Limestone Tile PIPE FLANGE. CLAMP ex, door frame&top of NY license: 021574 &Bullnose NJ license:All1550 2. FOR BATHROOM/MECHANICAL - I IB PREFABRICATED upper cabinets. VENT APPLICATION:INSTALL BOTH �— 4' NO-CONE FLASHING D3 Ogee Stone Counter Detail � 1" Grout, Thick — INSECT SCREENS PRIOR TO f = INSTALLING VENT. IB MEMBRANE r- �_ �- �� rout, TBD Scale: 3 —1 0 - — Wall/ Partition Types, 3. SEALANTS AND CAULKING IB FASTENER, Existing Yp REQUIRE PERIODIC OWNER PER IBSPECIFICATIONS r Subfloor Window/ Door Schedule MAINTENANCE. Plenum �\ , HOT AIR WELD Box Unlacquered Brass Riser,See A601 & Details --- Run du twork to r , new vent location, Brushed White --/f - �' �� Existing Sub-floor& ee A101. Oak Base —� / � Wood Flooring ROOF DECK& \A hite Oak INSULATION ASSEMBLY Mlwrk. Bullnose Brass 1/8„ - date:........................................................October_29,.2024 EXHAUST DUCT Shim v = scale:-- Open to ; as.shown AND CONNECTOR Beyond co drawn.by..........................................................................VP (SPECIFIED BY OTHERS) Brushed White Oak Base checked-by................... .............................................JN phase:...............................................................................CD D1 Vent Penetration Through Roof Detail D2 Concealed Diffuser Detail D4 Kitchen Stair Detail s2 Kitchen Stair Detail Scale: NTS Scale: 3"=1'-0" Scale: 3"=1'-0" Scale: 3"=V-0" 0 2024 nastasi architects | | | | | | | | | | | | | | | REVISION- - no. description date --- ELECTRICAL ��N��N��o�� ELECTRICAL ��N LEGEND --- ��~��* N ��&�~ SPECIFICATIONS ��~�~�* N ��&�*��~ SYMBOL Q�� m�v��N�N�� : Duplex Outlet �........ . 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH AND CONFORM TO"THE NATIONAL ELECTRICAL CODB2017."|NCLUD|NG/LLSUBSEOUENTREV|S|[}NSANDAK8ENDK�ENTSTHERETO. . 2. ALL COMMUNICATION WIRING TO COMPLY WITH SECTION 800 OF THE 2014 NATIONAL ELECTRICAL Countertop Pop Up Outlet CODE. 3 ALL INTERIOR WIRING TDBE(NC) BUILDING WIRE. Dedicated Duplex Outlet 4. ELECTRICAL CONTRACTOR TO COORDINATE WITH LANDLORD ON FINAL SELECTION OF EQUIPMENT. May Indicate Specific Appliance. Coordinate 5. ALL NEW RECEPTACI F CIRCUITS SHALL COMPLY WITH NEC ARTICLE 210.12 ARC-FAULT CIRCUIT . INTERRUPTER PROTECTION. --- 6. ALL NEVVU(�HT|NGCIRCUITS SHALL HAVE ARC-FAULT CIRCUIT INTERRUPTERS. __- . ... Switched Half of Device Shall Receive Black Colour-Coded Ring Quadruplex Outlet DIVISION 25: ELECTRICAL SPECIFICATIONS 10 GENERAL PROVISIONS: Dedicated Simplex Outlet May Indicate Specific Appliance.Coordinate A. Provide labor, materials,equipment and services for complete electrical systems as shown on these drawings Location With Manufacturer's Requirements and as required by applicable city,state,and federal codes,including OSHA. Pay all fees,obtain all certificates.Use new U.L.approved equipment. Include all temporary light and power during construction.Scope includes light and puweroyotemo.to|ophoneraoowayprnvuiono.to�o.and power hook-up of{ ��vne�omquipmnr� . Existing Gypsum B. All equipment and materials shall be installed in a neat and workmanlike manner. Board Ceiling Switch C. All materials shall beof the best quality for the purpose intended. O. Rondo/fu||000poogiontoo�ertnadonwhanoworkofContnaokorv�8bainu�d|odino|oxepm�mhytowmrkof ��-�------ other trades.This Contractor shall assist in working out space conditions. If Contractor installs work before coordinating with other trades or causes interferences, he shall make changes necessary to correc t condition without extra charge. ---------------- E. For exact�ou�onof|ighdngf��mo.moep�mloo and telephone nud�o. n�orhnAnchiVao�n�Drawings. 1 Building Department 10/29/24 : ' �� -��--------------------' F. This Contractor shall repair and damage done by himself or his workmen,and shall coordinate his work withthat ��"�� K��0~�k� �� ~�� 0 ^��w� ___ no. to whom issued date ufo�nroru�a�AJ|wmrkohad|badonetotbnoaduh�nUnnofd`oAchitect. ° ire ° ~"="� ~=` Device°~=~~ �~~~��~~""�� v-`-~,r- Ground Mounted ISSUE Hard-Wired Smoke Detector 7 Light Fixture G. Keep conduits and other openings closed to prevent entry of foreign matter:cover fixtures,equipment and 1 apparatus and protect against dirt,water,chemical or mechanical damage, before and during the construction period until final acceptance. Restore to original condition any fixtures,apparatus,or equipment damage prior to final acceptance, ino|udinAmu�xntionofdon�ugodohopooa�o/p�nLEquipmontnhcd|bedr|kmnedond�nnode8 v�.^.r� K- _� |L- UL -1 JL-fl-\ To—a-1-breaker. site,properly packed and crated,until finally installed. OVYNER H. Upon acceptance of Contract, Contractor agrees to guarantee all his Work and equipment for a period not less BhunNnO*on&Ku�|m*nSimmondo than one(1)year from date of initial operation. Manufactured equipment shall carry full period of manufacturers �,) 130O South Harbor Road guu�ntnounduh�|notbu|eoo\hanone(1)your� So u�ho|d. NY11071 LED light strip,see |. Cnntoack>rshall maintain such limits cfinoum re quired Concealed base J.TEMPORARY LIGHT AND POWER: outlet,see A401. Provide and fully maintain all facilities for temporary light and power within the construction area during the entire building pohod,for uafelyo(personnel,utilizing the electric service in the area ao arranged with building management and Public Utility by the Electrical Contractor. K. RUBBISH: Remove all rubbish from premises as often as necessary or directed. Debris removal during construction to be coordinated with the Landlord.All work and equipment shall be cleaned to the satisfaction of the Tenant before Switched under turning same over to the Tenant. abinet light,see LIGHTING FIXTURES: Cl) Trimless outlet I on either side A. Install all fixtures as indicated on drawings and provided by the Owner. Fixtures to bear label of Underwriters of island. Laboratories and be installed true and plumb, left clear and free from grease and fingerprints. Lighting fixture installation to be complete with all necessary mounting hardware,lamps, ballasts,starters and other necessary 8 1/4" Conceal wireless equipment. charging pad ico C0 between counter MISCELLANEOUS: i &wire brushed oak panel. BASIC ELECTRICAL MATERIALS AND METHOD 1. All fixtures tubo selected by the Owner in conjunction with the Architect. 2. All electrical,telephone,and data/com work to be done in accordance with and conform to the"National —IF T--- Beotrioa|Code/2O17"indudinguubooquantuddidonoandamondmontothane��. 3. All visible electrical equipment such as switches,duplex outlets,cover plates and floor-mounted outlets shall '� �� South ��U U�� n �� »��U U bo installed by competent mechanics inu first class manner. Match flush mount ' 4. Notify Architect immediately(prior to lighting installation)of any discrepancy or questions regarding lighting Harbor intent. switch plate to ��arbor Road � 5. Upon completion of work,electrical contractor to supply all pertinent information in electrical panel tn Architect and Owner. (i.o.which breakers control which circuits/rooms/etc.). Switched under Southold, NY 11971 LENSES, LOUVERS AND ACCESSORIES 1. All receptacles Vobo grounded type. Angle Cuf 2� AJ|moop�uo|ou.1e|ophnnaomdcub|aV*|e�oinnjuoku0obna1{�vnohsundAmhhecCovo�unwLhx�ee esis)tant /notaUe� wit hin Motion Sensor Block: 7 3� /U(owhoheoand wa|p|�ou and other de�ono0obeoeka�odby Owner and An:hhe��. Sobmhno�ho�ophSwitch Lot:nt: 1.�� ---' to purchase and installation. Must be approved by Owner prior toinstallation. 4 Con�motorVopn�vdeaUmwiV:h�o moo��uo|ooand�a|p|�ouUON Co|or�Tobuuo|o�odbyD�nor� ' �� . ' ' l . . ` � ^ / �� ^� � �� U 5. Contacornha|berauponoit�ooxed|app|ionnea+ HVAChcmk*puandnonneoVonn. u �� ` � 8. Contractor shall be responsible for all electrical connections for the kitchen, bar and laundry appliances. ~` ` Trimless @7Chit e ct8 Bocci 22 ALARM AND DETECTION SYSTEMS 02 Outlet 1. Smoke detectors shall be required on every floor including the basement,in the immediate vicinity cfthe badmnmuand in each bodmom. The detectors wir ed flush mount all the alarms in the dwaUing(IBC 00T.2.10.12 and QU7210.3). D�m�nmshall bu supplied with oba�ory | c� | platesvVitch _ backup in case ofAC power interruption(IBC AU7.2.10.2). | ^^ | | ^~ | . k-- / LO 321newark street hoboken.4 07030 t: 201-653*577 /: 201-65e-2577 vwvw.namuvmcmnocto.00m / NY license: 021574 NJ license:All 155O ~-'^^^~`' '^~~~' Notes ~~ Plan ' date.:...........................................----.{��0b�[�0.��0�� - �cale.:........... ......................................................... o.ohnvml .......... .............................................. ...............VP .checked.by. ........ .................. ............. .....................JN Ph�y�............ .................. ................ ..............................�D Pi Reflected Ceiling Plan & Electrical Plan El 01 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | m2oe4